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HomeMy WebLinkAbout48465-Z � F TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE t 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 #: 48465 Date: 11/9/2022 Permission is hereby granted to: AW Frame LLC 1299 Ocean Ave Ste 333 Santa Monica CA 90401 To: construct accessory pool house as applied for. At premises located at: 640 Ski ers Ln, Orient SCTM #473889 Sec/Block/Lot# 24.-1-10 Pursuant to application dated 7/18/2022 and approved by the Building Inspector. To expire on 11/9/2023. Fees: ACCESSORY $388.00 CO-ACCESSORY BUILDING $50.00 Total: $438.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT �i 1/ Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ��Iemt . a / uuilt �� a, e Date Received For office Use Only PERMIT N0. � Building Inspector.—A:�--- `' t Applications and forms must be filled out in their entirety. Incomplete JUL applications will not be accepted. Where the Applicant is not the owner,an (m Owner's Authorization form(Page 2)shall be completed. JI"DIN, �,) Date:09/28/2021 OWNER(S)OF PROPERTY: Name:A.W. Frame L.L.C. IS-CTM# 1000-24-01-10 Project Address:640 Skippers Lane, Orient, NY 11957 Phone#:310-451-0744 Email:jjacobs@goodfriendjacobs.com Mailing Address:_._. 640 Skippers Lane, Orient NY 11957 _._.......� �._ _ ....._......_ _ . _.. .. .�.� CONTACT PERSON: to ..' Name:Daniel Schillberg Mailing Address:2 Sky Drive, Cornwall, NY 12518 Phone#:646-645-3687 Email: Daniel@dado-architecture.com .._._.W....�.�.._ ... .. .�--w- � ._i.... �.�.�. DESIGN PROFESSIONAL INFORMATION: Name: DADO Architecture PLLC Mailing Address:2 Sky Drive, Cornwall, NY 12518 Phone#:646-645-3687 Emall' Daniel@dado-amhitecture.com CONTRACTOR INFORMATION: Name: C -Q- YNCOMS v O M Otil 1 L Mailing Address: I ct � USIC..4 012.IVC% 1c\O1 Phone#: Email: r�,31 335 2a 3 4 T .-t o C-&k6-3 � �1Cc�-- Uf L(Cwt DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition []Alteration ❑Repair ❑Demolition Estimated Cost of Project: []Other Will the lot be re-graded? ❑Yes W No Will excess fill be removed from premises? WYes []No 1 PROPERTY INFORMATION Existing p p ert use of ro Intended use of property: Residential property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes No IF YES, PROVIDE A COPY. 0 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. I Application Submitted By(print name): 6j)'Jim ';5 ����b Authorized Agent� ❑Owner te Signature of Applicant: Date: R - o�� . 712002 . STATE OF NEW YORK) SS: COUNTY OF )' Suffolk ` r being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Contractor (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 application4thereth. Sworn before me this day of .— 207-2 tary Public Qais Azizi 71NOTARY PUBLIC,STATE OF NEW YORK , Registration No.OIAZ6432635 Qualified in Suffolk County Commission Expires 05102/2026 (Where the applicant is not the owner) A.W.FRAME L.L.C. residing at 640 Skippers Lane, Orient, NY 11957 do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. 09/28/2021 Owner's Signature Date Jeffrey Jacobs,CFO Print Owner's Name 2 � a Generated by REScheck-Web Software Compliance Certificate Project New Accessory Building , 0T. Energy Code: 2018 IECC Location: Suffolk County, New York «� Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 123 deg. from North 041371 Conditioned Floor Area: 347 ft2 Glazing Area 27% Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 640 Skippers Lane A. W. Frame LLC Dominique Haggerty Orient, NY 11957 640 Skippers Lane DADO Architecture, PLLC Orient, NY 11957 2 Sky Drive Cornwall, NY 12518 845-534-0321 info@DADO-architecture.com Compliance: 3.2%Better Than Code Maximum UA: 158 Your UA: 153 Maximum SHGC: 0.40 Your SHGC: 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Sllalb-on-grade tray:doffs are Imo Ilei ngeir considered in the UA or peirforirnance cornphai ce p:.math lin RIEScheclk. Il:::aclhm slab-oin••grade asseirrnblly in the sper.:'ptied c:ii-nate zoime iMUSt inrneet time irvmpnimurn einergy code irnsupat1on R-vakse and depth requirements. En lue Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling 2: Flat Ceiling or Scissor Truss 142 49.0 0.0 0.026 0.026 4 4 Ceiling 1: Cathedral Ceiling 240 30.0 0.0 0.034 0.026 8 6 East Wall: Wood Frame, 16" o.c. 283 15.0 3.6 0.058 0.060 10 10 Orientation: Front UBFLD12070: Glass SHGC: 0.26 86 0.300 0.320 26 28 Orientation: Front UDGDRTR2812:Wood Frame:Double Pane with Low- E SHGC: 0.26 12 0.300 0.320 4 4 Orientation: Front UWDGRT5150: Wood Frame:Double Pane with Low-E SHGC: 0.26 15 0.300 0.320 5 5 Orientation: Front North Wall: Wood Frame, 16" o.c. 280 15.0 3.6 0.058 0.060 14 15 Orientation: Right side Project Title: New Accessory Building Report date: 11/08/22 Data filename: Page 1 of 10 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter UIFDG22670: Glass SHGC: 0.26 18 0.300 0.320 5 6 Orientation: Right side UWDGRT5150:Wood Frame:Double Pane with Low-E SHGC: 0.26 15 0.300 0.320 5 5 Orientation: Right side West Wall: Wood Frame, 16"o.c. 283 15.0 3.6 0.058 0.060 10 10 Orientation: Back UBFLD12070: Glass SHGC: 0.26 86 0.300 0.320 26 28 Orientation: Back DGDRTR2812:Wood Frame:Double Pane with Low-E SHGC: 0.26 12 0.300 0.320 4 4 Orientation: Back UWDGRT5150: Wood Frame:Double Pane with Low-E SHGC: 0.26 15 0.300 0.320 5 5 Orientation: Back UWDGRT2750: Wood Frame:Double Pane with Low-E SHGC: 0.26 3 0.300 0.320 1 1 Orientation: Back South Wall: Wood Frame, 16" o.c. 280 15.0 3.6 0.058 0.060 14 14 Orientation: Left side Arched Door F: Glass SHGC: 0.26 24 0.300 0.320 7 8 Orientation: Left side UWDGRT2424: Wood Frame:Double Pane with Low-E SHGC: 0.26 15 0.300 0.320 5 5 Orientation: Left side Slab: Slab-On-Grade:Unheated : Fully Insulated (uniform R-value across perimeter and under slab) 75 20.0 0.261 0.360 0 0 Insulation depth: 2.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and Cather calculations submitted with the permit application.The proposedbuild g has been designed to me he 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatary equirements listod in t Scheck Inspection Checklist. DOMINIQUE HAGGERTY 11/0812Q22 Name-Title S�ignkge Date Project Title: New Accessory Building Report date: 11/08/22 Data filename: Page 2 of 10 ­ AC"Re CERTIFICATE OF LIABILITY INSURANCE DD/YYYY) DATE(MM/ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)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 endorsements . CONTAC PRODUCER NAME`. On Your Team Insurance Agency PMINO MN ' 631"828-193 - N a31-938-0220 AJL 1733 North Ocean Ave ADDRESS° Medford, NY 11763 INSURERS AFFORDING COVERAGE NAIC# INSURER A: Insurance INSURED INSURER B: CNK Construction Inc. INSURER C: C/O Ginna Pardo INSURER D. 19 Josica Drive INSURER E: Riverhead, NY 11901 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. INSR I LTR TYPE OF INSURANCE D USR POLICY NUMBER POLICY FF POLICY EXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE 7 OCCUR PREMISES fEa 2ggaLemp�— $ MED EXP(Any one erson) $ A X RNYG306235-01 8/27/202 8/27/2022 PERSONAL&ADV INJURY GEN"L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ POLICY F]JECTPRO ❑ LOC PRODUCTS-COMP/OP AGG $ PRO- OTHER:. $ AUTOMOBILE LIABILITY I $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTYDAMAGE $ AUTOS ONLY AUTOS ONLY t UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION �NIA EACH AT TE ETH ANYD ROPRIIETOR/P R LNIER EXECUTIVE E L PE Y/N ❑ CH ACCIDENT $ OFFICER/MEMBER EX (Mandatoryin NH) E,L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CNK Construction Inc, is a home improvement company/contractor working on Residential Homes in Suffolk County. CERTIFICATE HOLDER CANCELLATION Southold Tow Clerk Office SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Main Rd. ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2016 ACORO CORPORATION. All rights reserved. ACORD 26(2016/03) The ACORD name and logo are registered marks of ACORD ACORDs provided by Forms Boss.www.FormsBoss.com; (c)Impressive Publishing 800-208-1977 NYSIF New York state Insulrance Fund PO Box 66699 AlbanY,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE "^A^^^ 371930678 CNK CONSTRUCTION INC. 19 JOSICA DRIVEme RIVERHEAD NY 11901 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CNK CONSTRUCTION INC. SOUTHOLD TOWN CLERK OFFICE 19 JOSICA DRIVE 53095 MAIN RD RIVERHEAD NY 11901 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12522102-9 92596 09/0112021 TO 09/01/2022 7/18/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2522102-9, 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://WWW.NYSIF.COM/CERT/CERTVAL.A$P.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 GINNA PARDO CNK CONSTRUCTION INC. 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 STAT SURN+ E FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 126142823 U-26.3 tT Cr, l< | � n ■ 77 ' § .0 \ & q/ / \ e K $ }enCL w» cr R z m E2 0 0 § z - g « . z � �■ § 2 ■ 7 3 I 3 2 Ra \ ƒ 9 i ƒ § 0 4 / § 0 / � � a n ,m 77 m § � 1 0 Ra 3 3 a�o3 I n bbm ��x c w omx r 0 pia oro C-4 oy r bzapy a6 n �cc n¢ aSr"a a C3 '�� ° r J ; 'Fwy,/5.. v C I D m x �OW � � U b~ m I N ? vi 4 .5y m�2� I �m� c o y� � o o Do�� I "oamao� II oU nom, y C� � CL 44 NN m m G 101 A � � m r a H r w M �� f ? RD A � �< �, ^Y „V NCO ud NOhl IQ �r.rFf Lill 8 � a �zC6 �c�ico» pti�iC, �2, �1 UD to a�, - /- /C) LOT COVERAGE TABLE: ARCHITECT ` DADO ARCHITECTURE P.L.L.C. '. TOTAL LOT SIZE: 54,536 sf (+-), 1.24 ACRES 2 SKY DRIVE CORNWALL, NY 12518 r LOT COVERAGE: 2 ° OF LOT SIZE 845.534.0321 info@DADO-architecture.com TOTAL EXISTING BUILDING AREA COVERAGE: 3,227 sf 5.9%COVERAGE L'I .- includes Main House, Porches, Buildings, &Garage IL I ARCHITECTURE INEW 'm' C 'Lo'*; ESSOmorm"I"'ho"Y'f BUILDIING TOTAL EXISTING POOL AREA COVERAGE: 830 sf 1.5% COVERAGE AT In 0 IN IL TOTAL PROPOSED POOL HOUSE:COVERAGE: 350 sf 0.6% COVERAGE0 m N A MF% TOTAL PROPOSED BUILDING AREA COVERAGEA,407sf/54,536sf 8.0% COVERAGE ILA fl E 'am m 6""70 A 50ft' K I rm' 0Eft R S EL A PME (0) FRIE114 — — EW NfO r% K 5 7 � Q ® 12 IHIIIIIIIII mL:L NOTES: I, 12 O OWNER: A.W. FRAME L.L.C. 0 640 SKIPPERS LANE, ORIENT, NY 11957 TAX MAP: PARCEL 1000 SECT. 24 - BL. 1 - LOT TABLE R301.2r2 ° c ° ° J ° ° °° °` 10 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA G , GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR I ARCHITECT: SNOW LOAD CATEGORY DESIGN UNDERLAYMENT HAZARDS' FREEZING SPEED (mph) Weathering Frost Line Depth Termite TEMP. REQUIRED INDEX D A D 0 ARCH ITECTU RE P . L . L . C . 30 140 B SEVERE 36" MODERATE 15° F YES NO <1500 2 S K i DRIVE , C 0 R N W A L L NY 12 518 TO HEAVYy (ZONEX) ph. 917.776.14.75 WWW.dado-arch itectu re.com @2022 DADO ARCHITECTURE PLLC NYS COOLING DEGREE DAYS 637 REV/slonls.� HEATING DEGREE DAYS 6,147 NO. DESCRIPTION DATE ' FEMA MAP 36103CO068H EFFECTIVE 2009 BUILDING SCOPE „ _ GENERAL CONTRACTOR: Scale. 3/16 — 1 0 name: CNK CONSTRUCTION address: 19 Josica Drive, Riverhead NY 11901 phone. 6 31-3 3 5-2 9 3 4 1 FULL PERMIT SET 1012712022 b LIST OF CONTROLLED INSPECTIONS: @2022 DADO ARCHITECTURE P.L.L.0 - CLIENT OR AS REQUIRED BY CITY OR TOWN ORDINANCE This design and drawings are protected by the federal copyright laws and may not be copied, A.W. FRAME LLC reproduced, modified, distributed or used in any other way without the speciific written consent of 640 SKIPPERS LANE 1. REINFORCEMENT INSPECTION DADO ARCHITECTURE P.L.L.C., the copyright Owner. 2. FOOTING & FOUNDATION INSPECTION ORIENT, NEW YORK 11957 3. ROUGH FRAMING, TIE DOWN/STRAPPING INSPECTION CERTIFICATION: These Drawings and Specifications have been prepared by and under the 4. ROUGH PLUMBING INSPECTION direction of the undersigned and to the best of the undersigned's knowledge, informaTion and belief PROJECT 5. UNDERGROUND PLUMBING INSPECTION meet the requirements of the New York State Energy Conservation Construction Code. 5. ROUGH ELECTRICAL INSPECTION NEW POOL HOUSE 6. INSULATION INSPECTION 7. FIRE-STOPPING 640 SKIPPERS LANE 10.FINAL INSPECTION ORIENT, NEW YORK 11957 DRAWING TITLE ADDITIONAL COMPLIANCE NOTES: PROJECT TITLE PAGE INDEE X 103 CONSTRUCTION DOCUMENTS 401.3 CERTIFICATE 402.4.3 RECESSED LIGHTING T-01 .00 TITLE SHEET j �uOJ 403.1.1 PROGRAMMABLE THERMOSTAT 403.5 MECHANICAL VENTILATION T-02.00 GENERAL NOTES DRAWING NO. 404.1 LIGHTING EQUIPMENT S-100.02 SITE PLAN A-101 .00 GROUND FLOOR PLAN IN SITE T-01 A-200.00 COMBINED ELEVATIONS SEAL AND SIGNATURE SCALE A-2 01 .0 0 E L E VAT I O N S + DETAILS It is a violation of New York State law to alter plans, AS NOTED ON specification or reports to which the seal of an architect DRAWINGS A-300.00 SECTION AND DETAILS has been applied. gun dirthenoctionf the of person,unless acting under the direction of a licensed architect,to alter an item in any way. If the item bearing DATE E-10 0.0 0 ELECTRICAL PLANS the seal of an architect is altered,the altering architect 10/27/2022 shall affix to his item the seal and the notation"altered by"followed by his signature and the date of such alteration,and a specific description of the alteration. U 1) THESE PLANS ARE PREPARED AND J DRAWN IN COMFORMANCE WITH 2O20 THE �FtED ARc °- RESIDENTIAL CODE OF NYS. � avET.H, ti�T W O \ c � 2 TO THE BEST OF MY KNOWLEDGE, BELIEF 0�\� � CIA w & PROFESSIONAL JUDGEMENT, THESE '! I— PLANS ARE IN COMPLIANCE W/THE U ABOVE REFERENCED CODE �-9 041311 ry Q OF NE O 3) BUILDER SHALL REVIEW PLANS FOR ANY o DISCREPANCIES PRIOR TO p CONSTRUCTION, ANY ERORS OR JOB N0. 04 N OMISSIONS SHALL BE BROUGHT TO THE N ARCHITECT'S ATTENTION. O PAGE NO. Page 1 of 8 ARCHITECT DADO ARCHITECTURE P.L.L.C. ` WOOD FRAMING: PLUMBING AND HEATING NOTES: ELECTRICAL NOTES: 2 SKY DRIVE GENERAL NOTES: CORNWALL, NY 12518 1. ALL PLUMBING WORK, EQUIPMENT,AND FIXTURES SHALL BE IN ACCORDANCE WITH ALL 1. ALL ELECTRICAL WORK, MATERIALS AND EQUIPMENT SHALL BE IN 845.534.0321 STRICT ACCORDANCE WITH THE NYS BUILDING CODE LATEST 1. ALL JOISTS, RAFTERS, FRAMING MEMBERS AND STUDS NOMINALLY 2"X 6 OR LARGER ORDINANCES, REGULATIONS,AND PLUMBING CODES AS ADOPTED BY THE GOVERNING ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LOCAL POWER 1. ALL WORK SHALL BE PERFORMED INS ( SHALL COMPLY WITH THE MINIMUM SPECIFICATION FOR DOUGLAS FIR- LARCH NO.2 LOCAL,COUNTY, STATE,AND NATIONAL AUTHORITIES(THE PLUMBING CODE, AUTHORITY REQUIREMENTS,THE NYS BUILDING CODE AND REQUIREMENTS info@DADO-architecture.com ISSUE) AND OTHER GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE PROJECT AND ..!,gib. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED WITH BASIC BENDING STRESS OF 875 PSI MODIFIED BY APPLICABLE FACTORS. MECHANICAL CODE AND FUEL FAS CODE OF NEW YORK STATE (LATEST EDITION). ADOPTED BY THE LOCAL GOVERNING AGENCY. ELECTRICAL CONTRACTOR ARCHITECTURE FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY MODULES OF ELASTICITY SHALL NOT BE LESS THAN 1,600,000. ALL LUMBER SHALL PLUMBING WORK SHALL BE COMPLETED BY A LICENSED PLUMBING CONTRACTOR SHALL BE LICENSED AS REQUIRED BY SUFFOLK COUNTY, TOWN OF REQUIREMENTS SET FORTH ON THESE DRAWINGS CAN BE MODIFIED BECAUSE THEY ARE MORE BEAR VISIBLE GRADE STAMPS. LICENSED TO WORK IN SUFFOLK COUNTY,TOWN OF SOUTHOLD, HAMLET OF ORIENT, SOUTHOLD, HAMLET OF ORIENT, NY. STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY 1.a. RAFTERS AND JOISTS- DOUGLAS FIR#2 OR BETTER NY. 2. THE ELECTRICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL CHARGES REQUIRED BY THE CODE. 1.b. BEAMS GIRDERS AND HEADERS- DOUGLAS FIR#1 2. PLUMBING CONTRACTOR SHALL OBTAIN AND PAY ALL CHARGES FOR NECESSARY FOR NECESSARY PERMITS. THE ELECTRICAL CONTRACTOR SHALL CONDUCT 2. THESE DRAWINGS ARE REFERENCE DOCUMENTS ONLY. DO NOT SCALE DRAWINGS. 1.c. BUILT-UP POSTS- DOUGLAS FIR-CONSTRUCTION GRADE PERMITS. PLUMBING CONTRACTOR SHALL CONDUCT ALL TESTS AND INSPECTIONS FOR ALL TESTS AND INSPECTIONS FOR THE INSTALLATION OF THIS WORK AS 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND MAINTENANCE OF THE 1.d. POSTS- DOUGLAS FIR#1 THE INSTALLATIONS OF THE WORK AS REQUIRED BY THE MANUFACTURER OF THAT REUQIRED BY THE ARCHITECT,THE BOARD OF FIRE UNDERWRITERS, AND THE BUILDING AND ITS FACILITIES DURING THE CONSTRUCTION PROCESS. 1.e. STUDS AND PLATES - DOUGLAS FIR STANDARD GRADE PRODUCT AND THE LOCAL AUTHORITIES. THE PLUMBING CONTRACTOR SHALL BE LOCAL BUILDING DEPARTMENT. 4. ALL MATERIALS,ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTION AND SERVICES SHALL RESPONSIBLE FOR SIZING THE CORRECT PIPE BASED ON FLOW AND ANTICIPATED 3. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING ALL MEET THE FOLLOWING REQUIREMENTS: 2. STUDS, NOMINALLY 2"X 4" , IN LOAD BEARING WALLS SHALL BE CONSTRUCTION NEEDS. HOLES REQUIRED FOR THE ELECTRICAL WORK. ALL HOLES SHALL BE CORE 4.a. IT SHALL HAVE BEEN,ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE OR, GRADE. 3. ALL EXCAVATION, PIPING INSTALLATIONS, ETC. REQUIRED FOR PLUMBING WORK SHALL DRILLED OR CUT TO SHAPE NEATILY AND ACCURATELY. ELECTRICAL 4.b. IT SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED TEST METHODS BY THE 3. ALL BEAMS, JOISTS,AND RAFTERS SHALL BE SET WITH NATURAL CROWN UP. BE PERFORMED BY PLUMBING CONTRACTOR WITH MODERN STANDARD PRACTICES CONTRACTOR SHALL PATCH ALL HOLES AND PROVIDE UL APPROVED AND 4. PROVIDE POST CAPS FOR ALL POST TO GIRDER/HEADER CONNECTIONS. AND APPLICABLE SAFETY STANDARDS. NON-COMBUSTIBLE SMOKE TIGHT JOINTS IN ALL PENETRATIONS THROUGH BUILDING DEPARTMENT. 5. PROVIDE JOIST HANGERS FOR ALL JOISTS AND RAFTERS FRAMED INTO FLUSH 4. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING ALL HOLES REQUIRED RATED FLOORS AND WALLS. NOTES: 5. ALL NOTES MENTIONED WITH THOSE ON VARIOUS DRAWINGS SHALL APPLY TO ALL DRAWINGS AND GIRDERS, HEADERS OR LEDGERS. FOR THE PLUBMING WORK. ALL HOLES SHALL BE CUT TO SHAPE NEATLY AND 4. ALL WIRING TO BE COPPER AND INSTALLED AS PER N.E.C. REQUIREMENTS FORM PART OF THE CONTRACT. 6. PROVIDE SOLID BLOCKING UNDER POST WHERE HEADER IS NOT SPECIFIED. ACCURATELY. PLUMBING CONTRACTOR SHALL PATCH ALL HOLES AND PROVIDE U.L. AND THE BOARD OF UNDERWRITERS APPROVAL. 6. AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE GIVEN TO THE BUILDING DEPARTMENT BEFORE COMMENCEMENT OF WORK. 7. PROVIDE SOLID BLOCKING IN EXTERIOR AND BEARING WALLS AT 4 FEET ON CENTER, APPROVED SMOKE TIGHT JOINTS AT ALL PENETRATIONS THROUGH FLOOR 5. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK AND MAX. CONSTRUCTION. PENETRATIONS THROUGH WALLS WITH OTHER TRADES TO AVOID CONFLICTS. 7. FIREPLACE AND MASONRY CHIMNEYS TO COMPLY WITH NFPA 211 AND NEW YORK STATE BUILDING 8. CONNECTION HARDWARE SHALL BE GALVANIZED STEEL OF THE TYPE, GAGE OR SIZE 5. ALL HOT AND COLD WATER PIPES SHALL BE COPPER TYPE"L"TUBING ABOVE GRADE. 6. VERIFY LOCATIONS OF ALL OTHER PIPING, DUCTWORK AND EQUIPMENT, AND FIRE CODES. NOTED ON DRAWINGS, OR AS REQUIRED FOR THE SUPPORTED MEMBER, SANITATION PIPING SHALL BE PVC STANDARD SCH-40. IN WALL VENT PIPING SHALL BE INCLUDING ELECTRICAL PANELS, PRIOR TO INSTALLING ELECTRICAL 8. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SUPPORT, BRACING, SHORING, NEEDLING, ETC. MANUFACTURED BY SIMPSON-STRONG TIE CO. OR ENGINEER'S APPROVED EQUAL. PVC STANDARD SCH-40. SERVICE WEIGHT CAST-IRON FOR EXPOSED VENTS. ALL HOT EQUIPMENT. OF NEW CONSTRUCTION AS WILL BE REQUIRED FOR THE SAFE INSTALLATION OF NEW PROVIDE JOIST, RAFTER,AND TRUSS HANGERS FOR ALL MEMBERS NOT SUPPORTED AND COLD WATER PIPING SHALL BE INSULATED. PLUMBER MAY USE PEX TUBING FOR H 7. THE ELECTRICAL CONTRACTOR TO COORDINATE PRECISE LOCATIONS OF CONSTRUCTION AND THE COMPLETE PROTECTION OF PUBLIC, WORKMEN AND PROPERTY.TOTAL BY DIRECT BEARING. INSTALL AND NAIL HANGERS IN STRICT ACCORDANCE WITH &C WATER SUPPLY AS PERMITTED BY CODE BUT SUBMITTED AS A SEPARATE PRICE. OUTLETS, SWITCHES, &EQUIPMENT WITH THE OWNER. RESPONSIBILITY IN THIS REGARD SHALL REST WITH THE CONTRACTOR. MANUFACTURER'S RECOMMENDATIONS. 6. PLUMBING CONTRACTOR SHALL COORDINATE ALL WORK AND PENETRATIONS TROUGH 8. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF LIGHTING 9. THE GENERAL CONTRACTOR SHALL BE HELD STRICTLY RESPONSIBLE FOR HIS SUBCONTRACTOR'S g HEADER BEAMS SUPPORTING THREE OR MORE FLOOR JOISTS SHALL BE EITHER ROOF, FLOORS AND WALLS WITH ALL OTHER TRADES TO AVOID CONFLICTS. VERIFY FIXTURES. IF CONFLICT OCCURS DUE TO UNFORESEEN FIELD CONDITIONS, WORK. ANY DISCREPANCY IN THE PLANS DETAILS SHALL BE CALLED TO THE ATTENTION OF SECURED TO TRIMMER BEAMS WITH APPROVED METAL FRAMING HANGERS OR LOCATION OF ALL OTHER PIPING,AND EQUIPMENT PRIOR TO INSTALLING PLUMBING MAKE NECESSARY ADJUSTMENTS TO MAINTAIN THE INTEGRITY OF THE THE ARCHITECT BY THE GENERAL CONTRACTOR. 10. BEFORE COMMENCEMENT OF WORK AT THE SITE,VERIFY ALL DIMENSIONS AND CONDITIONS SUPPORTED ON WOOD CLEATS NOT LESS THAN 1-1/2"THICK WORK. ORIGINAL DESIGN INTENT. AFFECTING WORK. 10. WHERE FRAMING IS FLUSH-FRAMED TO MICRO LAM OR STEEL GIRDERS, SET THESE 7. PLUMBING CONTRACTOR SHALL NOT SCALE PLANS FOR CONSTRUCTION 9. WIRING SHOWN ON THE PLANS IS DIAGRAMMATIC TO INDICATE GENERAL 11. ACCESS TO THE SITE AND ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT GIRDERS 1/2"CLEAR BELOW TOP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE, MEASUREMENTS. ESTABLISH ALL DIMENSIONS AT SITE. INVESTIGATE THE ARRANGEMENT OF OUTLETS ON EACH CIRCUIT. WIRING MAY BE COMBINED ALL TIMES. 11. STUD BEARING WALLS ARE TO BE 2 X 4 @ 16"O.C.AT THE INTERIOR AND 2 X 6 @ 16" ARCHITECTURAL AND STRUCTURAL CONDITIONS AFFECTING THE PLUMBING WORK AND INTO COMMON CIRCUIT AND REARRANGED TO SUIT JOB CONDITIONS. SIZE OF 12. ALL MATERIAL SUBSTITUTION ONLY WITH PERMISSION OF THE OWNER AND ARCHITECT. O.C.AT THE EXTERIOR. ARRANGE SUCH ACCORDINGLY. FURNISH AND INSTALL SUCH FILLINGS,TRAPS,VALVES, CONDUCTOR AND CONDUITS ON BRANCH CIRCUITS TO COMPLY WITH CODE. 13. THE GENERAL CONTRACTOR SHALL CARRY PROPERTY DAMAGE INSURANCE AND PUBLIC LIABILITY 12. ALL STUDDING IN EXCESS OF 8'-0" IN HEIGHT,AND STUDDING FOR PARTITIONS THAT AND OTHER REQUIRED ACCESSORIES THAT MAY BE REQUIRED TO MEET SUCH 10. ALL ELECTRICAL WORK SHALL BE COORDINATED WITH HVAC, CABINETRY, INSURANCE AS REQUIRED BY FEDERAL, STATE,AND LOCAL CODES AND OWNER REQUIREMENTS. SUPPORT BEAMS, SHALL BE BRIDGED WITH 2 X 8 BLOCKING; PARTITIONS IN EXCESS CONDITIONS WITHOUT ANY ADDITIONAL COST TO THE OWNER. FOLLOW AND PARTITION WORK ELECTRICIAN TO PROVIDE FOR ELECTRICAL NEEDS 14. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DISTRIBUTE MOST CURRENT OF 17'-0"HEIGHT SHALL HAVE TWO ROWS OF SAME. MANUFACTURER SUGGESTED INSTALLATION PROCEDURES TO INSTALL ANY AND ALL FOR NEW APPLIANCES AND EQUIPMENT. DRAWINGS TO ALL TRADE'S FALLING UNDER HIS RESPONSIBILITY DURING THE PROCESS OF THE 13. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW; WHERE PLUMBING FIXTURES. 11. ALL SURFACE MOUNTED FIXTURES TO BE SELECTED BY OWNER, SUPPLIED JOB. REQUIRED INSTALL ADDITIONAL STUDS. 8. ANY WORK REQUIRED BY THE PLUMBING INSPECTOR TO BE COMPLETED BY THE AND INSTALLED BY G.C. 15. ALL MATERIALS, PRODUCTS, MANUFACTURER ITEMS, ETC.,TO BE INSTALLED AS PER INDUSTRY 14. USE DOUBLE STUDS AT ENDS OF WALL AND AT ENDS OF WALL OPENINGS. PLUMBER SHALL BE PART OF THIS CONTRACT. THE PLUMBING CONTRACTOR SHALL STANDARDS AND/OR MANUFACTURER RECOMMENDED PROCEDURE, WHICHEVER IS MORE 15. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE ANTICIPATE THIS COST AND INCLUDE IT AS PART OF HIS PROPOSAL. THE OWNER SHALL STRINGENT. NOT DESIGNATED. NOT BE LIABLE FOR ANY EXTRAS. 16. MILLWORK: 16. UNLESS NOTED OTHERWISE, PROVIDE HEADERS OVER ALL OPENINGS AS FOLLOWS: 9. THE PLUMBING CONTRACTOR IS REQUIRED TO MAKE HIMSELF AWARE OF OTHER 16.a, INSTALL ARCHITECTURAL WOODWORK PLUMB LEVEL,AND STRAIGHT WITH NO DISTORTION. 16.1. INTERIOR WALLS- (2)2 X 10 CONTRACTORS AND THEIR RESPONSIBILITIES. IN CASE OF ANY CONFLICT,THE 16.b. SHIM AS REQUIRED, USING CONCEALED SCRIBE AND CUT WOODWORK TO FIT ADJOINING WORK. 16.2. EXTERIOR WALLS-(3)2 X 10 PLUMBING CONTRACTOR SHALL RESOLVE THE MATTER WITH THE GENERAL @2022 DADO ARCHITECTURE PLLC 16.c. ANCHOR WOODWORK:TO SUBSTRATE DIRECTLY USING CONCEALED FASTENERS. 17. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT-UP OR SOLID CONTRACTOR. 16.d. INSTALL RUNNING TRIM WITH MINIMUM NUMBER OF JOINTS POSSIBLE USING FULL LENGTH POST WHOSE WIDTH IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS 10. ALL PLUMBING FIXTURES TO BE SELECTED BY OWNER, SUPPLIED AND INSTALLED BY REVISIONS: FROM MAXIMUM LENGTH OF LUMBER AVAILABLE . SUPPORTING AND WHOSE DEPTH IS 4"AT INTERIOR WALLS AND 6"AT EXTERIOR CONTRACTOR. CONCRETE: L CORNERS. WALLS. 11. PLUMBING CONTRACTOR TO BE RESPONSIBLE FOR THE FINAL CONNECTION OF ALL NO. DESCRIPTION DATE 16.e. MITER AL 17. INSULATION FIBERGLASS BATT(THICKNESS AS SHOWN ON DRAWINGS) FOIL FACED VAPOR 18. BUILT-UP BEAMS SHALL BE SPIKED TOGETHER WITH 1 Od NAILS @ 12"O.C. PLUMBING FIXTURES. 1. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE BARRIER. 19. PLYWOOD SHALL BE APA GRADE STAMPED AND SHALL NOT EXCEED THE SPANS NATIONAL DESIGN SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING, 18. ALL NEW EXTERIOR TRIM TO RECEIVE ONE COAT OF PRIMER PRIOR TO INSTALLATION. INTENDED FOR USE ON THE GRADE STAMP.ALL PLYWOOD SHALL BE MADE WITH ACT 301 (LATEST EDITION),AND THE NYS BUILDING CODE. 19. SMOKE DETECTING DEVICES SHALL BE PROVIDED IN EACH SLEEPING AREA AND ON EACH FLOOR EXTERIOR GLUE AND SHALL BE OF THE FOLLOWING THICKNESS: 2. CONCRETE FOR WALLS, FOOTINGS AND FLOOR SLABS SHALL BE NORMAL WEIGHT LEVEL.ALL SMOKE DETECTORS MUST BE INSTALLED WITHIN FIFTEEN FEET OF ANY SLEEPING 19.1. FLOORS: 3/4" STONE AGGREGATE MIX ACHIEVING A COMPRESSIVE STRENGTH OF 3,000 PSI AT ROOM, WALL, OR CEILING, MOUNTED AND INSTALLED AND INDICATED IN PLAN AS PER NFPA 19.2.19.3. 1/8"/2° ARCHITECTURAL WOODWORK: AN AGE 28 DAYS. 374-1980. 3. CONCRETT E SHALL BE PLACED TO THE FULL DEPTH OF THE MEMBER IN ONE SECTION 06400-ARCHITECTURAL WOODWORK WORKMANSHIP AND ASSEMBLY OPERATION. HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED. ADHESIVE SUCH AS PL-400. 20. ALL PLYWOOD SHALL GLUE-NAILED TO FLOOR JOISTS USING AN APA APPROVED 1. QUALITY STANDARDS OF THE ARCHITECTURAL WOODWORK INSTITUTE(A.W.I.), SHALL 4. REINFORCING BARS SHALL CONFORM TO ASTM STANDARD A615 GRADE 60- S1 21. WHERE THERE IS NO PLYWOOD SHEATHING, PROVIDE DIAGONALS AT ALL EXTERIOR BE DEEMED TO BE A PART OF THESE SPECIFICATIONS,VALID FOR THE TERMS OF FOR DEFORMED BILLET STEEL . CONTINUOUS BARS NOTED SHALL BE LAPPED 24 CORNERS OF STUD WALLS AT EACH FLOOR(1 X 4 BRACES LET INTO STUDS AND QUALITY APPLYING THROUGHOUT EXCEPT WHERE OTHERWISE SPECIFICALLY BAR DIAMETERS AT SPLICES AND HOOKED AT NON CONTIMOUS ENDS AND WALL 1 FULL PERMIT SET 10/27/2022 NAILED AT EACH STUD CROSSING WITH TWO 10d NAILS.) INDICATED. ALL WORK TO COMPLY WITH ARCHITECTURAL WOODWORK INSTITUTE (AWI) CORNERS. 22. CANTILEVERED BEAMS: THE FAR CONNECTION SHALL BE CAPABLE OF RESISTING AN CUSTOM GRADE SPECIFICATIONS. 5. WELDED WIRE MESH SHALL CONFORM TO ASTM A185. CLIENT UPLIFT FORCE OF 10000 POUNDS, (UNLESS NOTED OTHERWISE ON THE PLANS). 2. THE DESIGN, DETAILING AND FABRICATION SHOULD BE DIRECTED TOWARD ACHIEVING 6. FOOTINGS AND FOUNDATIONS:ALL FOOTINGS SHALL BEAR ON UNDISTURBED 23. PROVIDE SIMPSON H1 OR H5 TIES AT EACH PLATE TO RAFTER CONNECTION. INSTALLATION WITH A MINIMUM OF EXPOSED FACE FASTENING. THE USE OF SOIL OF NOT LESS THAN 4000 PSF BEARING CAPACITY. FOOTINGS SHALL BE A.W. FRAME LLC STRUCTURAL STEEL: 24. CEILING JOISTS SHALL BE LAPPED 18 INCHES MIN. OVER INTERIOR SUPPORTS AND INTERLOCKING WOOD CLEATS OR METAL HANGING CLIPS COMBINED WITH ACCURATE BELOW FROST LINE AND SHALL BE ADJUSTED TO THE ACTUAL LEVEL OF THE CONNECTED WITH 8 INCH NAILS. MIN. FURRING AND SHIMMING IS ACCEPTABLE. APPROVED BEARING STRATA FOUND UPON EXCAVATING. 640 SKIPPERS LANE 1. STRUCTURAL STEEL:ALL SHAPES AND PLATES SHALL BE ASTM A36 ALL PIPES 25, PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER ALL WALLS PERPENDICULAR TO 3. CABINETMAKER/MILLWORKER SHALL BE RESPONSIBLE FOR PROVIDING NECESSARY 7. STEPPED FOOTINGS SHALL BE 12 INCHES MAXIMUM VERTICAL ELEVATION SHALL BE ASTM A53,TYPE E OR S, GRADE B. STRUCTURAL STEEL SHALL JOIST SPAN. HOLES AND OR OTHER PASSAGES FOR INTERIOR CABINETRY LIGHTING AND OTHER CHANGE AND 24 INCHES MINIMUM HORIZONTAL CHANGE WITHIN 10 INCH MINIMUM ORIENT, NEW YO RK 11957 CONFORM TO THE AISC"SPECIFICATION FOR THE DESIGN, FABRICATION, AND 26. ALL HEADERS AND TRIMMERS SHALL BE DOUBLE MEMBERS, MINIMUM, UNLESS LIGHTING SUCH AS SCONCES AND DOWNLIGHTS AND SHALL SEQUENCE THIS WORK OVERBEARING. UNLESS OTHERWISE NOTED,ALL FOOTNGS SHALL BE ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," LATEST EDITION. OTHERWISE NOTED. PROVIDE DOUBLE MEMBER POSTS AT EDGES OF ALL OPENINGS WITH ELECTRICIAN. REINFORCED 2#4 RE-BARS CONTINUOUS WITH 2 INCH CLEARANCE FROM THE 2. BOLTS SHALL BE A307, 3/4" DIAMETER, UNLESS NOTED OTHERWISE. IN STUD BEARING WALLS. BELOW THE BEARING POINTS OF DOUBLE,TRIPLE, OR 4. NO STORING OR FINISH CARPENTRY WORK SHALL BE PERFORMED UNTIL BUILDING IS BOTTOM FACE AND SIDE. PROJECT 3. WELDING ELECTRODES SHALL BE ASTM A233, CLASS E70XX. MORE FRAMING MEMBERS OR POSTS, PROVIDE SOLID OR BUILT-UP, SPIKED POST PROPERLY ENCLOSED AND ALL BASIC CONSTRUCTION, PLASTERING AND PATCHING 8. CONTRACTOR SHALL PROVIDE AND INSTALL SLEEVES IN FOUNDATION WALLS FOR EQUAL IN WIDTH TO NOMINAL WIDTH OF SUPPORTED MEMBER ABOVE. COMPLETED,ACCEPTED,AND APPROVED AS SUCH BY THE ARCHITECT. ALL ELECTRICAL, MECHANICAL AND PLUMBING SERVICE LEADS. NEW POOL HOUSE 27. PROVIDE DOUBLE JOISTS UNDER ALL PARTITION WALLS PARALLEL TO THE JOIST SPAN 5. ALL WOODWORK AND MILLWORK SHALL BE MADE,ASSEMBLED, JOINED AND ERECTED 9. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS 640 SKIPPERS LANE AND WHICH EXTEND AT LEAST ONE-THIRD THE SPAN. IN THE BEST MANNER OF WOODWORK AND MILLWORK CRAFTSMANSHIP AND FINISH, BRACING THESE WALLS ARE IN PLACE. 28. ALL BRIDGING SHALL BE SOLID 2 INCH LUMBER OF SAME SIZE AS JOISTS MAXIMUM 6 FINISHED MILLWORK SHALL BE DRESSED AND SANDED TO 220 MACHINE AND TOOL MARKS ABRASIONS, RAISED GRAIN, OF OTHEIT, FREE FROM R DEFECTS ON 10. INSPECTION PERFORMED ND TESTING OF CONCRETE INACCORDANCE WITH THE LOCORK AND CONCRETE MIX AL BUILDING DEPARTMENT BE SPACING BETWEEN BRIDGING AND SUPPORTS IS 8 FEET. ENT ORIENT NEW YO RK 11957 29. ALL EXTERIOR WOOD FRAMING, SILL PLATES AND LEDGERS ATTACHED TO OR SURFACES EXPOSED TO VIEW. � REQUIREMENTS. LAMINATED VENEER LUMBER: ABUTTING MASONRY SHALL BE PRESSURE TREATED. 7. WOODWORK SHALL BE PROPERLY FRAMED, CLOSELY AND ACCURATELY SET TO THE 11. PLACING OF CONCRETE SHALL NOT BE DONE UNTIL FINAL COORDINATION WITH REQUIRED LINES AND LEVELS AND RIGIDLY SECURED IN PLACE. EXISTING CONSTRUCTION HAS BEEN MADE. DRAWING TITLE 1. LVL'S SHALL BE"MICROLAM"MANUFACTURED BY TRUS JOIST MACMILLAN RATED 8. ALL NAIL HEADS IN FINISHED WORK SHALL BE NAIL SETS; SCREWS SHALL BE 12. CONCRETE MASONRY UNITS SHALL BE HOLLOW, LOAD-BEARING UNITS COUNTERSUNK. CONFORMING TO ASTM C90, GRADE N1. FILL VOIDS SOLID IN PIERS, UNDER BY ES. PARALLEL STRAND LUMBER(PSL)SHALL BE'SAND PSU" SHALL EAR A 9 ALL WORK SHALL BE LEFT CLEAN, FREE FROM WARP,TWIST, OPEN JOINTS AND OTHER BEARING LOCATIONS IN WALLS,AND EXTERIOR FOUNDATION WALLS. MORTAR PROJECT NOTES PAGE BY TRUS JOIST MACMILLAN RATED 2.0E ES. ALL LVL'S AND PSL'S SHALL BEAR A STAMP IDENTIFYING THE NAME AND THE PLANT OF THE MANUFACTURER,THE DEFECTSHALL BE ASTM C270, TYPE S. WORKMANSHIP SHALL CONFORM TO NCMA GRADE,THE NATIONAL REPORT NUMBER AND THE QUALITY CONROL AGENCY. 10. SHOP AND FIELD JOINTS SHALL BE TIGHT AND SO FORMED TO CONCEAL SHRINKAGE. SPECIFICATIONS FOR CONCRETE MASONRY. PLACE DUROWALL REINFORCING 2. AND PSL' MATERIALS EVERY OTHER COURSE. AND SHALL BE CAREFULLY HANDLED TO PREVENT DAMAGE.SHALL BE PROTECTED FROM THE WEATHER WHILE IN STORAGE 11. ALL WOOD SHALL BE NEW, SOUND, FLAT, STRAIGHT, WELL-SEASONED,THOROUGHLY 13. CMU FOUNDATION WALLS SHALL BE LEVELED TO RECEIVE FRAMING WITH TOP AND A S C AL L LL DEFECTS.ALL LUMBER SHALL BE GRADE AND TRADEMARKED. 3. LVL'S AND PSUS SHALL NOT BE CUT, NOTCHED, OR HOLED UNLESS PREVIOUSLY EQUIPMENT NOTES: DRY AND FREE FROMTWO COURSES FILLED WITH CONCRETE OR SOLID CONCRETE MASONRY UNITS APPROVED OR SHOWN ON THE DRAWINGS. 1. PLUMBING, HEATING, ELECTRICAL,VENTILATING,AIR-CONDITIONING, 12. CABINETRY WOOD TO BE MADE USING SOLID WOOD. BASE CABINETS TO BE MADE IN USED. A 1/2 INCH DIAMETER GALVANIZED STEEL ANCHOR 16 INCHES LONG SHALL 4. WHEREVER LVL&PSL LOADS ARE TRANSFERRED TO OTHER SUPPORTING REFRIGERATING, FIRE PROTECTION,AND OTHER MECHANICAL ADDITIONS, PART USING PREFINISHED MAPLE PLYWOOD. BE SET INTO THE CMU AT A MAX. SPACING OF 8 FT. O.C., MAXIMUM 12 INCHES OFF DRAWING NO. 13. INTERIOR WOOD FOR MILLWORK, TRIM AND BASE TO BE DETERMINED. FINGERJOINTED MEMBERS BY MEANS OTHER THAN BY DIRECT BEARING, PROVIDE LIGHT GAGE INSTALLATIONS OR SYSTEMS FOR THE USE OF THE BUILDING SHALL BE DESIGNED, CORNERS. EACH WOOD MEMBER SHALL RECEIVE TWO ANCHOR BOLTS. WOOD OR SHORT LENGTHS UNDER 36" IS UNACCEPTABLE. STEEL CONNECTION HARDWARE. SEE WOOD FRAMING NOTES. INSTALLED AND LOCATED SO THAT UNDER NORMAL CONDITIONS OF USE SUCH 14. WHERE A WOOD POST OR PIPE OR COLUMN BEARS DIRECTLY ON A BLOCK WALL, 5. PROVIDE 3- 1/2"MINIMUMBEARING FOR ALL LEVL 14. STORE MATERIALS AND COMPLETED FABRICATED WOOD ITEMS IN A DRY& PSL MEMBERS. EQUIPMENT AND SYSTEMS WILL NOT BE A POTENTIAL DANGER TO HEALTH OR WELLVENTILATED AREA COMPLETELY PROTECTED FROM THE WEATHER. COMPLY WITH, FILL ALL BLOCKS WITHIN A 32"WIDTH, CENTERED ON THE POST. T-02 6. DOUBLE LVL(PSL) MEMBES SHALL BE FASTENED TOGETHER WITH A MINIMUM OF WELFARE,A DANGER BECAUSE OF STRUCTURAL DEFECTS, OR A SOURCE OF IGNITION 15. NON-SHRINKING GROUT SHALL BE PREMIXED COMPOUND CONSISTEING OF NON- TEMPERATURE AND HUMIDITY REQUIREMENTS FOR STORAGE AND INSTALLATION AS TWO ROWS OF 16d NAILS AT 12 INCHES O.C. OR A RADIATION HAZARD,AND WILL NOT CREATE EXCESSIVE NOISE OR OTHERWISE METALLIC AGGREGATE, CEMENT,WATER REDUCING AND PLASTICIZING AGENTS 7. TRIPLE LVL(PSL) MEMBERS SHALL BE FASTENED TOGETHER WITH A MINIMUM OF BECOME A NUISANCE. EQUIPMENT AND SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPECIFIED IN THE APPLICABLE QUALITY STANDARDS. PROTECT SANDED AND CAPABLE OF DEVELOPING MINIMUM COMPRESSIVE STREGHT OF 2400 PSI IN 28 THREE ROWS OF 16d NAILS AT 12 INCHES O.C. NAILED FROM EACH SIDE. APPARATUS, DEVICES, FIXTURES, PIPING, PIPE HANGERS, PIPE COVERING, WIRING, PRE-FINISHED SURFACES DURING HANDLING AND INSTALLATION. KEEP SUCH DAYS. SURFACES COVERED WITH POLYETHYLENE FILM OR OTHER SUITABLE PROTECTIVE SEAL AND SIGNATURE 8. FOUR PIECE LVL(PSL) MEMBERS SHALL BE FASTENED TOGETHER WITH A FITTINGS AND MATERIALS USED AS PART OF, OR IN CONNECTION WITH, SUCH 16. SLAB ON GRADE TO BE REINFORCED WITH WELDED WIRE FABRIC 6X6 W2.9XW2.9 SCALE COVERING. It is a violation of New York State law to alter plans, MINIMUM OF TWO ROWS OF 1l2"d BOLTS AT 12 INCHES O.C. INSTALLATIONS. SIZE PLAIN FINISH CONFORMING TO ASTM A-185 AND PLACED ON VAPOR BARRIER AS NOTED ON 2. EQUIPMENT AND SYSTEMS SHALL BE MADE OF APPROVED MATERIALS, SHALL BE 10 MIL POLYETHYLENE FILM LAPPED 12 INCHES ALL EDGES AND ADHERED WITH A specification or reports to which the seal of an architect DRAWINGS SHOP DRAWINGS/SAMPLES has been applied. It is a violation of the law for any FREE FROM DEFECTIVE WORKMANSHIP,AND SHALL BE DESIGNED AND INSTALLED SO COMPATIBLE MASTIC.WELDED WIRE MESH SHALL BE 1"FROM TOP OF SLAB, person,unless acting under the direction of a licensed 1. SUBMIT SHOP DRAWINGS WITH ALL DETAILS AND INFORMATION, INCLUDING COLOR AND AS TO BE DURABLE,WITHOUT NEED FOR FREQUENT REPAIRS OR MAJOR 17. SLAB ON GRADE SHALL BE PLACED IN A CHECKER BOARD PATTERN WHERE EACH architect,to alter an item in any way. If the item bearing DATE REPLACEMENTS. EQUIPMENT REQUIRING OPERATION, INSPECTION OR MAINTENANCE STYLE,TO THE ARCHITECT PRIOR TO INSTALLATION FOR APPROVAL. LAYOUTS AND SINGLE POUR AREA DOES NOT EXCEED 900 SQUARE FEET AND 30'-0" IN THE the seal of an architect is altered,the altering architect 1 0/27/2022 SHALL BE LOCATED SO THAT EASY ACCESS IS PROVIDED. LOCATION OF CABINETS SHALL BE INCLUDED. LONGEST DIMENSION. EACH PANEL SHALL BE BOUNDED WITH CONSTRUCTION shall affix to his item the seal and the notation"altered SUBMIT WOOD SAMPLES TO THE ARCHITECT FOR APPROVAL. 3. THE DESIGN AND INSTALLATION OF EQUIPMENT AND SYSTEMS SHALL CONFORM TO 2. JOINTS. by"followed by his signature and the date of such FIRESTOPPING NOTES: THE REQUIREMENTS OF THE PLUMBING CODE, MECHANICAL CODE,AND FUEL GAS 3. SUBMIT COLOR SAMPLES ON SAMPLE OF JOB STOCK TO THE ARCHITECT FOR 18. SLAB TO BE OVER MINIMUM 6"CRUSHED STONE ON COMPACTED FILL OR VIRGIN alteration,and a specific description of the alteration. CODE OF NEW YORK STATE. APPROVAL. SOIL. PROVIDE APPROPRIATE CONSTRUCTION JOINTS. 1. CONCEALED SPACES WITHIN PARTITIONS,WALLS, FLOORS, ROOFS, STAIRS, 4. EQUIPMENT AND SYSTEMS SHALL BE SUBJECTED TO SUCH APPLICABLE TESTS AS 4. THE CABINETMAKER/MILLWORKER SHALL BE RESPONSIBLE FOR ALL FIELD AND DETAIL 19. EXPANSION JOINT FILLER STRIPS, PRE-MOLDED SHALL BE RESIN IMPREGNATED 0 FURRING, PIPE SPACES, COLUMN ENCLOSURES, ETC.WHICH WOULD WILL DISCLOSE DEFECTS AND LEAKS. NO EQUIPMENT OR PART OF A SYSTEM SHALL DIMENSIONS,AND SHALL INDICATE THE CORRECT CONDITIONS AND DIMENSIONS ON FIBERBOARD CONFORMING TOASTM D-1752. INSTALL AT ALL WALLS/SLAB J THE SUBMITTED SHOP DRAWINGS BEFORE TRANSMITTAL OF SAME FOR THE BRED ARC NORMALLYPERMIT PASSAGE OF FLAME,SMOKE FUMES, OR HOT GASSES FROM BE COVERED OR CONCEALED UNTIL IT HAS BEEN TESTED AND APPROVED. INTERSECTIONS. ARCHITECT'S APPROVAL. _\ y� 0- ONE FLOORTO ANOTHER FLOOR, OR ROOF SPACE, OR FROM ONE CONCEALED 5. EQUIPMENT AND SYSTEMS SHALL BE CAPABLE OF PERFORMING THEIR FUNCTIONS �5 FINISH TO BE CONVERSION VARNISH, SPRAY APPLIED, MINIMUM OF TWO COATS. aOS T.yq W AREA TO ANOTHER, :SHALL BE FIRESTOPPED TO FORM AN EFFECTIVE DRAFT SATISFACTORILY WITHOUT BEING FORCED TO OPERATE BEYOND THE SAFE DESIGN 5. SUBMIT SAMPLES TO ARCHITECT FOR APPROVAL. BARRIER. CAPACITY. H 2. ALL HOLLOW PARTITIONS AND FURRED OUT SPACES SHALL BE FIRESTOPPED AT 6. EQUIPMENT AND SYSTEMS SUBJECT TO DAMAGE FROM FREEZING SHALL BE a`'"•, C) EACH FLOOR LEVEL. FIRESTOPS SHALL BE THE FULL THICKNESS OF THE HOLLOW ADEQUATELY PROTECTED AGAINST FREEZING. HARDWARE IW-- SPACE OR FURRED OUT SPACE. 7. EQUIPMENT SHALL BE PROTECTED FROM MECHANICAL DAMAGE. EQUIPMENT WITHIN 1. FINISHED HARDWARE SHALL BE APPLIED,ACCURATELY FITTED,AND ADJUSTED BY _ = 3. FLOOR AND ROOF ASSEMBLIES SHALL HAVE ANY CONCEALED SPACES THEREIN GARAGES SHALL BE PROTECTED FROM DAMAGE BY MOTOR VEHICLES. CABINETMAKER. V FIRESTOPPED.ALL FIRE-RATED CEILINGS TO BE 5/8" SHEETROCK FIRE CODE"60" 8. MOVING PARTS OF EQUIPMENT WHICH MAY 8E A POTENTIAL HAZARD SHALL BE 2. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION AND OPERATION OF 041311 Q E`N AND SHALL BE CONTINUOUS BETWEEN EXTERIOR WALLS,VERTICAL FIRE GUARDED TO PROTECT AGAINST ACCIDENTAL CONTACT. ALL FINISHED HARDWARE UNTIL ACCEPTED BY THE ARCHITECT. BEFORE FINAL OF N DIVISIONS OR VERTICAL PARTITIONS HAVING AT LEAST THE SAME FIRE 9. PIPING, CONDUITS OR DUCTS WHICH MAY BE A POTENTIAL HAZARD SHALL NOT BE ACCEPTANCE,THIS CONTRACTOR SHALL CHECK EVERY PIECE OF HARDWARE AND SEE 0 THAT IT IS IN PERFECT WORKING ORDER. ❑ RESISTANCE RATING AS THE CEILING PERMITTED IN EXITS OR STAIRWAYS. 3. CABINET HINGES TO BE BUTT HINGES AS MANUFACTURED BY VAN VOORHIS OR LIMITED Q 4. DUCT AND PIPE SPACES SHALL BE FIRESTOPPPED AT EVERY FLOOR LEVEL. 10. FLOORS,WALLS, CEILINGS, PARTITIONS, BEAMS, STUDS,AND ANY OTHER PARTS OF JOB NO. ❑ THE BUILDING OR PREMISES WHICH ARE CUT, NOTCHED OR ALTERED IN THE BRASS OR APPROVED EQUAL. FINISH TO BE POLISHED NICKEL. N 4. DRAWER SLIDE HARDWARE AND PULL-OUT HARDWARE: FULL EXTENSION, NN INSTALLATION OF EQUIPMENT AND SYSTEMS SHALL BE LEFT IN A SAFE STRUCTURAL UNDERMOUNT WITH STATIC LOAD CAPACITY OF 75 POUNDS AS MANUFACTURED BY N CONDITION. BLUM. @ 5. CABINET DOORS TO USE BULLET CATCHES AS MANUFACTURED BY BRUSSO OR APPROVED EQUAL, NICKEL PLATED. PAGE NO. 6. GRILLES TO BE AS MANUFACURED BY BANKERWIRE OR MCNICHOLS CO. 1-800-237-3820. Page 2 of 8 ARCHITECT DADO ARCHITECTURE P.L.L.C. ; .. 2 SKY DRIVE CORNWALL, NY 12518 845.534.0321 info@DADO-architecture.com U POOL HOUSE NOTES 3 PER SOUTHOLD ZONING CODE 280-4 (1) THIS DESIGN COMPLIES TO THE OUTLINED REQUIREMENTS BELOW: 1AIRCHITECTUIRE, (A)A POOL HOUSE SHALL NOT EXCEED 350 SQUARE FEET. POOL HOUSE SIZE IS 350 SF (20' x 17'-6) (B)A POOL HOUSE SHALL NOT CONTAIN MORE THAT ONE ROOM OTHER THAN BATHROOM. (C) A POOL HOUSE SHALL NOT BE HEATED, NOR CONTAIN A KITCHEN, A FIVE CUBIC REFRIGERATOR IS PERMTITED (D) INTERIOR PLUMBING FIXTURES ARE LIMITED TO A SINK PLUS ONE BATHROOM CONTAINING A TOILET AND SINK (E) POOL HOUSE DOES NOT CONTAIN AN INDOOR SHOWER, BUT AN OUTDOOR SHOWER IS PERMITTED (F) ALL PLUMBING FIXTURES WILL DRAIN TO A SUFFOLK COUNTY HEALTH DEPARTMENT APPROVED SANITARY SYSTEM IN A CONFORMING LOCATION O (G) POOL HOUSE PERMIT IS BEING APPLIED FOR IN COMBINATION WITH AN EXISTING APPROVED POOL PLAN PERMIT NOTES: #1: EXISTING HOUSE AND OUT AREA OF PROPOSED WORK BUILDINGS PLACED PER SUPPLIED -350 sft POOL HOUSE SURVEY OS, -22' MAX HEIGHT FTe� -NO KITCHEN 77�,� tiffs00 � cb O POOL PERMIT APPROVED oa O 0' 10/20/2022 7641 / J U / Y O O J @2022 DADO ARCHITECTURE PLLC REVISIONS: / A • 76A O� NO. DESCRIPTION DATE Sp. OO,FA A 1 FULL PERMIT SET 1012712022 CLIENT.,. 'SST A.W. FRAME LLC 640 SKIPPERS LANE pR sFA�`,s ORIENT, NEW YORK 11957 2 �FNT Tjc�/ti O SgcRFs fps �q�� 122, PROJECT Tp p NEW POOL HOUSE y O 640 SKIPPERS LANE O / ORIENT NEW YORK 11957 O DRAWING TITLE O PROPOSED SITE PLAN PROPOSED SCOPE 2 ; DRAWING NO. O Y o - ,S S 100.02 O y NSF c SEAL AND SIGNATURE SCALE / It is a violation of New York State law to alter plans, AS NOTED ON / specification or reports to which the seal of an architect/ DRAWINGS has been applied, It is a violation of the law for any person,unless acting under the direction of a licensed ' architect,to alter an item in any way. If the item bearing DATE the seal of an architect is altered,the altering architect 10/27/2022 shall affix to his item the seal and the notation"altered by"followed by his signature and the date of such alteration,and a specific description of the alteration. � O J Sk/p �Q� / BRED ARC IL S, O AFh'S ~ '/ 0����4��T.Hq�c/Tt� W 4,qN � ram, F o U � U O +x ' W ' OF NE I Q o O �s�, = 1 r Q n JOB NO. N 1 PROPOSED SITE PLAN O Scale. 1/16 = 1 0 PAGE NO. Page 3 of 8 ARCHITECT DADO ARCHITECTURE P.L.L.C. 2 SKY DRIVE CORNWALL, NY 12518 CEDAR WOOD 845.534.0321 FENCING AT info@DADO-architecture.com 10" REINFORCED POURED CONCRETE OUTDOOR SHOWER (3000 PSI) FOUNDATION STEM WALL ARCHITECTURE WITH #3 BAR VERTICALLY @ 24" r O.C(DOWELED INTO FOOTING) #3 I I BARS HORIZONTALLY 924"O.C. I I r co LU a. 1EA = CLOSET I � fl€ -81/ I r - - - - - - - - — — — — `0 I 6-8" A/V CLOSET r'. m PTD GYP CLG PTD GYP CL r I T 5'-3 7/8" CD I I I I �,- � I :' L_ I I � — _ 761 2'-6" — — NOTES: co co i I I 2'x 2'x 12"CONC. I I i I PER SOUTHOLD BUILDING DEFINITION COLUMN FOOTING 1 ;.: I / 6X6 POST47 1 280-4 FOR BUILDING AREA I REINFORCED W/ ': I �/ �IDGE SUPPORT (3) #4 EA.WAY '-o"A.F.FITTINI 1ROOM j — — (1) (B) ALL OUTDOOR PATIOS WILL BE AT BIF LD DOORS BY BIFOLD D00 S BY OR BELOW GRADE o I I I 15'-7" I .x'. I 5i I MARVIN o / \ \ — MARVIN R, ,� 2X10 LEDGER BOARD o w W 2 A CORNICES EAVES GUTTERS i 1 0 -2 CONCRETE SLAB I BOLTED TOP POOL o o W OO o I I I I I HOUSE W/e" IA. o � z w / I -TINGRO o CHIMNEYS AND FIREPLACE DO NOT �- =_2X12 RIDGE J 2X12 I GE f— N I r I BOLTS @16 C. N w — —_ cn— " I I I I - �p OUTDOOR PATIO N I �� N — 0 1 PROJECT MORE THAN 28 FROM EXTERIOR r O v OUTDOOR PATIO co � WALLS AT GRADE N / \ N AT GRADE ' "I ,:•: I I � - I I - 6"REINF. CONC. SLAB W/ WELDED WIRE MESH OVER I o v v o 2"RIGID INSULATION OVER I I x x ~ I 6"COMPACTED STONE I N I �' BASE. USE 10 MIL.VAPOR 1 \ 0 BARRIER I �; I 2X8 @ 24"O. �2X8 @ 24"O.C` U - - 2X12 VALLEY �' - - - - - - - - - - - - - - - - - - - -J '' I RAFTER O 2X10 RIM J IST ~ - -- 12" �— L _ — _ _ — _ _ - - - 2X10RIMJOIST x 24"CONCRETE SPREAD FOOTING " N _ W/(3) #5 CONT. AND NOTCH KEY I GRADE-LEVELO OR o I .x.'. PATIO POSTS, . @2022 DADO ARCHITECTURE PLLC rl 1-4 8-8' 17-6 8-8 1-4 17'-3" REVISIONS: IT18-4 I PROPOSED RCP NO. DESCRIPTION DATE T - � o co I r 12"FOOTING FOR PERGOLA POST, NEW STONE WALL SET ON 10"x 20" I I TYP. CONCRETE SPREAD FOOTING W/(3) # 5 CONT. AND NOTCH KEY,TYP. I I o 1 I STONE WALL I I '6 HEIGHT � _ J _ CEDAR RIDGE CAP, 1 FULL PERMIT SET 1012712022 CLIENT -. PROPOSED f=OOTING PLAN — 1 A.W. FRAME LLC ^� 0 OSED GROUND FLOOR PLAN � SHINGLE � � 640 SKIPPERS LANE 1 Scale: 1/4" = 1'-0" G Scale: 1/4" = 1'-0" ROOFCEDAT O MATCH MAIN HOUSE I MTL INVERTED V ORIENT, NEW YO R K 11957 FLASHING AT VALLEYS,TYP. PROJECT SLOPE SLOPE 1/2" DRYWALL 1/2"DRYWALL 1/2" DRYWALL 1/2" DRYWALL 1/2"DRYWALL NEW POOL HOUSE 2x4 INTERIOR FRAMING, 2x4 INTERIOR STAGGERED 2x6 FRAMING TYP 2x6 FRAMING TYP I 12 : 12 12 : 12 640 SKIPPERS LANE TYP FRAMING,TYP 2x6 FRAMING TYP W N W N ORIENT N EW YORK 11957 BATT INSULATION SOUND BATT INSULATION R-18 BATT INSULATION R-18 BATT INSULATION M IT-- W R-18 GATT INSULATION O O (n � N DRAWING TITLE I = ) J I � 5� " DRYWALL 3 �— 1/2 DR 1/2" DRYWALL FOUNDATION PLAN AND 1 X3 HORIZONTAL STRAPPING W I N �\ J W N 1" 1X8 WD VERTICAL BOARDS, MIN.2 0 o. . GROUND LEVEL PLAN IN JT BETWEEN BOARDS; PRIME ALL 6"STONE CONNETICUT FIELD 6"STONE CONNETICUT J N 0 N CONTEXT 6 SIDES BEFORE INSTALLATION STONE MIX FROM BEDFORD FIELD STONE MIX (A 1X2 WD BATTENS, MIN.2" STONE OR APPROVED EQUIV. 1X4 WD TRIM, MIN.2"OVERLAP OVERLAP BETWEEN BOARDS; DEEP RAKE BETWEEN BOARDS; PRIME ALL 6 I� DRAWING N0. 1 2 PRIME ALL 6 SIDES BEFORE SIDES BEFORE INSTALLATION 3 INSTALLATION; BOARDS TO BE 4 5 MARVIN GLASS + WOOD NAILED ON ONE SIDE ONLY,AND ACORDIAN EXTERIOR DOOR- A- 101 .00 HIDDEN CONCEALED BY BATTEN TYPE A-SEE SCHEDULE CUSTOM STEEL c PLANTER, MIN.2'SPACER SEAL AND SIGNATURE SCALE It is a violation of New York State law to alter plans, AS NOTED ON WITH 4" DRAINAGE HOLES specification or reports to which the seal of an architect 16"O.C. has been applied. It is a violation of the law for any DRAWINGS person,unless acting under the direction of a licensed PITCH TOP SURFACE PROPOSED ROOF PLAN architect,to alter an item in any way. If the item bearing DATE _ 2" MORTAR RAKE AND C the seal of an architect is altered,the altering architect 10/27/2022 FILL WITH SEALANT J Scale: 1/4" = 1'-0" shall affix to his item the seal and the notation"altered j by"followed by his signature and the date of such I I alteration,and a specific description of the alteration. ' PARGE AND SEAL STONE JSURFACES ED A a SURROUNDING PLANTER W BOX, PITCH BOTTOM TO POOL HOUSE NOTES 0�5��4 e T.Nq��ir/,,\ W DRAIN TO EXTERIOR OF Z) NA WALL PER SOUTHOLD ZONING CODE 280-4 (1) THIS DESIGN COMPLIES TO THE OUTLINED REQUIREMENTS BELOW: I ~ `-- 6"STONE CONNETICUT (A) A POOL HOUSE SHALL NOT EXCEED 350 SQUARE FEET. POOL HOUSE SIZE IS 350 SF (20' x 17'-6") U FIELDSTONE MIX FROM (B) A POOL HOUSE SHALL NOT CONTAIN MORE THAT ONE ROOM OTHER THAN BATHROOM. �.9T 041371 W BEDFORD STONE OR (C) A POOL HOUSE SHALL NOT BE HEATED, NOR CONTAIN A KITCHEN, A FIVE CUBIC REFRIGERATOR IS PERMITTED OF NE APPROVED EQUIV. (D) INTERIOR PLUMBING FIXTURES ARE LIMITED TO A SINK PLUS ONE BATHROOM CONTAINING A TOILET AND SINK 0 6 DEEP RAKE (E) POOL HOUSE DOES NOT CONTAIN AN INDOOR SHOWER, BUT AN OUTDOOR SHOWER IS PERMITTED p (F) ALL PLUMBING FIXTURES WILL DRAIN TO A SUFFOLK COUNTY HEALTH DEPARTMENT APPROVED SANITARY SYSTEM IN A CONFORMING LOCATION JOB N0. N (G) POOL HOUSE PERMIT IS BEING APPLIED FOR IN COMBINATION WITH AN EXISTING APPROVED POOL PLAN PERMIT 0 N ° WALL TYPES 3 Scale: 1" = V-0" PAGE NO. Page 4 of 8 ARCHITECT DADO ARCHITECTURE P.L.L.C. ` 2 SKY DRIVEL CORNWALL, NY 12518 q 845.534.0321 info@DADO-architecture.com ARCHITECTURE SIMPSON STRAP TIE L5TA30 @32"O.C. 9"PREMANUFACTURED CEDAR RIDGE CAP, ROOF TYP., OR EQUIV. (AT CATHEDRAL 12 PER MANUFACTURER'S INSTRUCTIONS) OR RIB CEILING W/STRUCTURAL RIDGE) 12 CAPS MADE ON SITE WOOD CEDAR SHAKE RAPID RIDGE 7, OR EQUIV. RIDGE VENT PROVIDE 2"VENT SLOT TO RAFTER VENT NO.1 GRADE; 18" LENGTH; 7.5" EXPOSURE 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 INTERLEAVED 18"WIDE 30# FELT 12 -1 (2)1.75"X 14" MICROLAM LVL 1.9E AS MANUFACTURED BY TRUSJOIST NOTES: i CEDAR BREATHER OR APPROVED X X ,i ALL NAILING AND INSTALLATION INCLUDING END EQUIV.VENTILATION MAT ' ' \`\\ BEARING AS PER MANUFACTURER'S O 1 X X % X X % % % SPECIFICATIONS. 3/4"APA RATED EXTERIOR X X X X X X X X X X `\ X XXXXXXXXXX X \ PLYWOOD SHEATHING �� x % X X X % \� METAL RAFTER HANGER BY SIMPSON X X X X x X X x x X X x X x \\ X X X X X X X X X x x X X X \ \ REOAVE X X X X X X X X X % X % % X \\ ACCUVENT OR EQUIV. % X X X X X X X X X X X X X X X X X X X \X X % x X % % x % x x % x x x x % % x % X ` RAFTER VENTILATION / X X X X X % X X % X % ' x X % X X X X X X X X X X % % X X X % X X X � �X % % X X X % % X X X X X X X X X �,% X x X X x X X x x x x \ 2 X 10 DOUG FIR S.S. ROOF k' x x x x x x % X X X X x x x % X X X RAFTERS @24"O.C. ,si/X x x x X x x x % x x X x x x x x x x X x V Qu X X X x x x x % x x % x X x X x X x x x x % % R-49 SPRAY INSULATION X X X X X X X X X X X X X X X X X X X X X % \ Y R-30 AT CATHEDRAL CEILING X X X X X X X X X X % X X X X X X X X X X X X x % % x X % x % x x x x X x x x % X x x x x x x x x X x x x x x x x O x x x x x x x x x X X X X X X X X X X X X X X X X X i� X X % % % X x x X X X x XXXXxXxxx % xx X X X X X X X X X X 0 o X X % % % XXX % X % X % XXX % % XXX % % % OXOUTLVLW/ % % x % XXX % % XXX O nO� O % X x x X X X X X x X ! U �ECLAIMED % XXXXXXXXX % � p� O�\� XXXXXXXXX �5 p�o / XXXx % XXX x x x x x�' / � WOOD TRIM � �' X X X X X x v X X X X X X�_o X% .X X X X X > oU FINISHED FLOOR °'"011 X x `x x x X %� '\x OUTLINE OF =AUX CEILING BEAM — — (BEYOND) @2022 DADO ARCHITECTURE PLLC 1X6 V-GROOVE CEILING BOARDS REVISIONS: NO. DESCRIPTION DATE 1 PROPOSED WEST ELEVATION Scale: 1/4" = 1'-0" DETAIL - ROOF RIDGE 1 FULL PERMIT SET 1012712022 CLIENT A.W. FRAME LLC 640 SKIPPERS LANE ORIENT, NEW YORK 11957 WOOD CEDAR SHAKE INTERLEAVED 18"WIDE 30# FELT ROOF RIDGE OVER CEDAR BREATHER PROJECT 22'-0" NEW POOL HOUSE ROOF RIDGE PLYWOOD SHEATHING OR 2'-02 , 19 10 ., 640 SKIPPERS LANE COPPER' ORIENT, NEW YORK 11957 DRIP EDGE INSTALL RAFTER CROWN MOLDING T TTT�P +—T-4-1Fr + + + + + + + + + + + + + + + + + VENTILATION AT EACH _ DRAWING TITLE + + + + + + + + + + ..... .... 'N 1 X 7 AZEK RAKE / RAFTER BAY ++++++++++++++++++++++ + +++ + 2 X 12 FRAMING + + ++++++++++++++++++++++++++A 2 X SUB FASCIA + + + + + + + + + + + + + + PROPOSEDPOOLHOUSE O O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + j 8"OPEN CELL INSULATION + + + + + + PROVIDE RAFTER VENTILATION 5/4"X 8" PTD.WD. FRIEZE BOAF D ELEVATIONS + DETAILS AT EA.JOIST BAY � i �_ a D / SIMPSON MTL STRAP TIE/ ROOF EAVE 1 X 6 V-GROOVE CEILING _ / HURRICANE CLIP 10'-6" BOARDS V-10" DRAWING NO. 2" i 1 X 2 VERTICAL PTD.WD. BATTEN o� Do RECLAIMED WD FAUX 1 X 8 VERTICAL PTD.WD. BOARD SIDING 20 CEILING BEAM L O,00 1 X 3 NAILING LATH WITH TOP EDGE GYP. BD. SLOPED AWAY FROM BLDG 4"CDX OR 1"RIGID INSULATION SEAL AND SIGNATURE 1 X 3 WINDOW JAM AND WRB SCALE It is a violation of New York State law to alter plans, OF o CASING.ALL PIECES TO 2 X 6 STUDS @ 16"O.C.W/ROXUL specification or reports to which the seal of an architect AS NOTED ON BE PRIMED AND PAINTED INSULATION, R-15 has been applied. It is a violation of the law for any DRAWINGS BEFORE INSTALLATION person,unless acting under the direction of a licensed (3) 2 X 8 HEADER W/RIGID INSULATION architect,to alter an item in any way. If the item bearing DATE -.,d SLOPE SLOPE the seal of an architect is altered,the altering architect 10/27/2022 _ AWAY AWAY FINISHED FLOOR shall affix to his item the seal and the notation"altered - by"followed by his signature and the date of such alteration,and a specific description of the alteration. U a. C� AC ����4 ED•HR j 4 DETAIL - ROOF RAKE o U Scale: 1 1/2" = V-0" r'�a W —, 041311 U OF NEB a 2 PROPOSED NORTH ELEVATION JOB NO. N N O N PAGE NO. Page 5 of 8 ARCHITECT DADO ARCHITECTURE P.L.L.C. 2 SKY DRIVE CORNWALL, NY 12518 845.534.0321 ' info@DADO-architecture.com i X ARCHITECTURE Ali r X X X X INSULATION ROOF RIDGE x x x x 22'-0" / x x X x X X X XXX ' VENTED AIR SPACE O' b X x x X X x x x X 477 i x x x x x X x x x .t X x X X X X X x X X SIMPSON MTL STRAPPING X X X x X X x x x x X' x x x x x x x x x x x x TIE DOWN OR HURRICANE 12 X X X X X X x X x X x CLIP x x x x x x x x x x x x . . 12 \ x x x x x x x x x x x x x x X X X X X X X X X x 2x6" EXTENSION RAFTER NOTES: xxxxxxxxxxxx x x x x x x x x x x x x .•O \ x x x x x x x x x x X \ OC x Y x X X X X X X x WOOD CEDAR SHAKE x X X X X X X X NO.1 GRADE; 18"LENGTH; 7.5" EXPOSURE x x X X x x X `\ INTERLEAVED 18"WIDE 30# FELT 'max x x x x X \ a o x X X `` CEDAR BREATHER OR APPROVED ROOF EAVE / X x \ EQUIV.VENTILATION MAT 10'-6" ICE AND WATER SHIELD FIRST 36"/24"MIN. 0o o O. 3/4"APA RATED EXTERIOR PLYWOOD SHEATHING I COPPER DRIP EDGE C 6"TO 7-1'FASCIA WITH 1 X3 FINISHED FLOOR SHADOW BOARD 01-01, OVERHANG WITH CROWN MOLDING FASCIA CONTINUOUS SCREEN @2022 DADO ARCHITECTURE PLLC 1 X 4 TONGUE AND VENT GROOVE SOFFIT BOARDS REVISIONS: j; NO. DESCRIPTION DATE DETAIL - ROOF EAVE �, + + + + + + + + + + + + + + a +++ + + , + + ++ + +++++++++++++++++ 1 PROPOSED WEST ELEVATION + _ I Scale: 1/4" = V-0" i 5/4"X 8"PTD.WD. FRIEZE BOAF D SIMPSON MTL STRAP TIE/ 1 FULL PERMIT SET 1012712022 HURRICANE CLIP CLIENT 2" 1 X 2 VERTICAL PTD.WD. BATTEN A.W. FRAME LLC 1 RECLAIMED WD FAUX I 1 X 8 VERTICAL PTD.WD. BOARD SIDING 640 SKIPPERS LANE CEILING BEAM j 1 X 3 NAILING LATH WITH TOP EDGE ORIENT, NEW YORK 11957 GYP. BD. 1 SLOPED AWAY FROM BLDG 4"CDX OR 1"RIGID INSULATION ROOF RIDGE `� �' 1 X 3 WINDOW JAM AND WRB PROJECT 22'-0" CASING.ALL PIECES TO 2 X 6 STUDS @ 16"O.C.W/ROXUL BE PRIMED AND PAINTED NEW POOL HOUSE � 1� BEFORE INSTALLATION INSULATION, R-15 (3) 2 X 8 HEADER W/RIGID INSULATION 640 SKIPPERS LANE ORIENT, NEW YORK 11957 12 12 DRAWING TITLE / O 1 X 3 WINDOW SILL AND PROPOSED POOLHOUSE � CASING.ALL PIECES TO ELEVATIONS + DETAILS BE PRIMED AND PAINTED BEFORE INSTALLATION SCHEDULE WINDOW SILL:SEE /4 o SCHEDULE ROOF EAVE 10'-6" 1 X 3 WINDOW STOOL SLOPED AWAY FROM BLDG. 1 X 3 APRON ALONG DRAWING NO. i, BOTTOM .ALL PIECES TO BE PRIMED �' � 2' DRYWALL.TYP. I AND PAINTED BEFORE INSTALLATION ul� 0 0 0 0 4"CDX OR 1"RIGID INSULATION 201 .00 `1 WRB J o°U/ -■ " 2 X 6 STUDS @ 16"O.C.W/ROXUL O O � INSULATION, R-15 SEAL AND SIGNATURE SCALE q o O It is a violation of New York State law to alter plans, AS NOTED ON O °� specification or reports to which the seal of an architect D ETAI L - WINDOW has been applied. It is a violation of the law for any DRAWINGS 4 Scale: 1 1/2„ _ 1-0„ person,unless acting under the direction of a licensed — DATE \J °� to alter an item in any way. bearing If the item 9 0 °�O 0 o the seal of an architect is altered,the altering architect 1 0/27/2022 _ architect, a °�FINISHED FLOOR /� �1 �. o �_ � � shall affix to his item the seal and the notation"altered 0'-0" by"followed by his signature and the date of such alteration,and a specific description of the alteration. \ \ CARED ARC l \ A W \ �'9 041371 O O O o ( 2 PROPOSED NORTH ELEVATION PROPOSED WINDOW SCHEDULE JOB NO. 0 5 Scale: 1/4" = 1'-0" Scale: 3/8" = 1'-0" N N O N 0 PAGE NO. Page 6 of 8 ARCHITECT DADO ARCHITECTURE P.L.L.C. a i 2 SKY DRIVE I� CORNWALL, NY 12518 j, 845.534.0321 j info@DADO-architecture.com ARCHITECTURE 'i ROOF RIDGE 22'-0" I I I I I I NOTES: (3) 2x12 HEADER i COPPER FLASHING WITH FOLD + BENT DRIP EDGE 12 OVERHANG OVER PERGOLA LEDGER 2X10 PRESSURE TREATED LEDGER _ROOF EAVE ii WITH 4 PRIMED AND PAINTED LEDGER 2x10 CLEAR FACE CEDAR FASCIA 10'-6" - ----- i ILII� i i� ;l '6 l 2x8 CLEAR CEDAR 24"O.C. _ 1-7/8"X 5-1/8"LIGHT JOIST HANGER SIMPSON TIE @ 2X8 RAFTER ELECT ' ---- 1-7 8"X_8"LIGHT JOIST HANGER 7______ _ PANE_ SIMPSON TIE @ 2X10 RAFTER 2x10 CLEAR CEDAR O O a ,;! RIM JOIST 1X8 WD VERTICAL BOARDS, MIN.- JT OPEN I! 2 2x6 CONCEALED FLANGE OUTDOOR ACCENTS BLACK SHELVE " BETWEEN BOARDS; PRIME ALL 6 SIDES LIGHT JOIST HANGER @ 2X8 :I SIMPSON TIE JOIST HANGER FOR W/- E BEFORE INSTALLATION RAFTERS 6X6 POST f3ELkJW 1X4 WD TRIM MIN.i"OVERLAP O O FINISHED FLOOR- 2 CUSTOM DECORATEIVE STEEL 0'-0" \ BETWEEN BOARDS; PRIME ALL 6 SIDES 2x8 CONCEALED FLANGE METAL BRACKETS - - - - - - BEFORE INSTALLATION LIGHT JOIST HANGER @ 2X10 I \ RAFTERS MARVIN GLASS + WOOD ACORDIAN EXTERIOR DOOR-TYPE A-SEE @2022 DADO ARCHITECTURE PLLC REVISIONS: 2 DETAIL - PERGOLA LEDGER DETAIL - PERGOLA LEDGER - - NO. DESCRIPTION DATE Scale: 1 1/2" = V-0" Scale: 1 1/2 - 1 0 I BIFOLD 1 PROPOSED SECTION EX TER R INTEGRATEDDOOR- OTEEGRATEED Scale: 1/4" = V-0" SCREEN TRACK- TYPE A-SEE SCHEDULE FINISHED WOOD FLOOR 6 X6 CLEAR CEDAR POST CONTINUOUS 1 FULL PERMIT SET 90/27/2022 ON SLEEPER TO ALIGN MARVIN GLASS + WOOD -ALIGN CLIENT EXTERIOR DOOR SADDLE-ALIGN WITH WITH STOP CHAMFERS ON 4 SIDES. WITH EXTERIOR FLOOR INTERIOR FLOOR AND EXTERIOR HOLD 6 OFF TYPICAL FROM ABUTTING STONE SADDLE-TYPE A-SEE MEMBER A.W. FRAME LLC 6 POURED CONCRETE SCHEDULE SLAB MN3500PSI 640 SKIPPERS LANE STONE SADDLE CONCRETES FOOTING AR INTO , NEW YORK 11957 WELDED WIRE MESH W/ ORIENT #4 REBAR 16"OC ANCHOR BOLTS TO 2X6 PT SILL PLATE J 1/2" DIA.THROUGH BOLT IN POST FOR PROJECT 4" RIGID FOAM AT PERIMETER WALLS BRACKET PITCH AWAY FROM WALL,TYP. BLACK T-CONNECTOR CONCEALED NEW POOL HOUSE POST BASE 10 mil VAPOR BARRIER — ' `W ^��T s `\ f ET INTO FOOTING 640 SKIPPERS LANE J _:�=_: .,� �fi :• ..1-1 2" P I .. .•. �,' ;`'-�,, :>�.: -1/ O MA E IAL:. :; -- , \,t,�: .�\.. .�. ti;,,; „�, �.-a....` :•.ila_.`a�\'i'.:,�:_..;�.��..� .\��\��\`�,:, ..•� �;�`a.- _ '.l, \ � �jy,,:a tip. �-.�y.J� v,�,'+a15.::..=:„v= w` ri S S S=i 2 MA ON SAND RIEN 2" MASOIV8'SAIVD O T NEW YORK 11 7 �T 7 95 , 1. .r. :...: ........'. ;.: : r.,•: ,. ,vl"• - - - - - - - - - - - 4( a — !lilt �o — —. — .— — � �n IIIII p P O P P O ' O A-0 ,.0._ �I & DRAWING TITLE TA V M-T - 0�_—N ( 4 p d U A O PROPOSED POOLHOUSE L © SECTION + DETAILS n 1 1 #5 DOWELS @ 18 O.C. — I II EACH WAY V i o BACKFILL WITH 2"CRUSHED I 6"OF WASHED i I . I I GRAVEL; ENCASE IN Q %"DIAM THREADED ANCHOR BOLT W/ DRAWING NO. COMPACTED I I n, FABRIC FILTER Q . MIN.4 1/2:" EMBEDMENT O O o n GRAVEL BASE I. I 1I III I I I I - SET INTO CONCRETE FOOTING WITH - _ V ANCHORING EPDXY A-300-00 II _ T � 12"DIA. CONC. FOOTING __._ � a 3s"BELOW GRADE V SEAL AND SIGNATURE II ' a o � o � �� SCALE 0 It is a violation of New York State law to alter plans, V i specification or reports to which the seal of an architect AS NOTED ON o O o a has been applied. It is a violation of the law for any DRAWINGS person,unless acting under the direction of a licensed 0 architect,to alter an item in any way. If the item bearing DATE —�— the seal of an architect is altered,the altering architect 10/27/2022 shall affix to his item the seal and the notation"altered 4"DRAIN FOUNDATION _.-------- UNDISTURBED SOIL by"followed by his signature and the date of such DRAIN PIPE WITH FILTER alteration,and a specific description of the alteration. FABRIC. PITCH TO DAYLIGHT BELOW GRADE WATERPROOFING J MEMBRANE TO AND OVER RED ARc -t FOOTINGS �5 VET. W UNDISTURBED ----- 2 5 - 12"x 24"CONTINUOUS CONCRETE BASE SOIL SPREAD FOOTING W/3#5 HORIZ, CO) BARS BOTH DIRECTIONS W/2X4 U NOTCH KEY 041371 OF N� Q 0 0 Q JOB No. N N DETAIL - TYPICAL FOOTING 5 DETAIL - PERGOLA FOOTING U Scale: 1 1/2" = V-0" Scale: 1 1/2" = V-0" PAGE NO. Page 7 of 8 ARCHITECT DADO ARCHITECTURE P.L.L.C. 2 SKY DRIVE CORNWALL, NY 12518 f: 845.534.0321 info@ DA D O-architecture.com �. ,UJ ARCHITECTURE APPROVALS & GUARANTEES 1. The contractor shall prepare and file applications to PSE&G and any LIGHTINGIELECTRICAL LEGEND, other agencies having jurisdiction and from whom approvals are required. 2. Upon the completion of the project, Contractor shall submit certificates (� FOR COORDINATION PURPOSES ONLY of inspection from PSE&G and from the State Board of Fire Underwriters \ and a certificate of satisfactory completion. 3. The Contractor shall provide one year's service and adjustment of all installations and equipment furnished under this division of the work at no OUTLETS INSIDE ELEC. ELECTRICAL SYMBOL LEGEND additional charge. NOTES: COUNTER HEIGHT A/V CLOSET DOOR M GFCI OUTLET ABOVE COUNTER, PAN 4. Prior to acceptance of the Work, fully test all electrical systems to insure n x COORDINATE SWITCHED QUANTITY n m / WITH MILLWORK LIGHT their proper operation and demonstrate to the Owner all necessary operations and maintenance requirements. o ;n � 6 L2 o e DUPLEX RECEPTACLE p q A ; � COUNTER HEIGHT \ EXTERIOR RECEPTACLE REQUIREMENTS r GFCI OUTLET 220V RECEPTACLE 1. Conductors shall be copper only and all wiring shall be concealed. FI DUPLEX GFI RECEPTACLE 2. Provide and temporarily install work lighting and 120V-convenience I \ DUPLEX RECEPTACLE SWITCHED TO WALL outlets to other trades during installation. 3. Locations of material and equipment shown on the Drawings are FLOOR RECEPTACLE approximate; the Contractor shall verify and coordinate these locations at SURFACE MOUNTED CEILING FIXTURE the site. Ix OWNER SUPPLIED DAMP LOCATIONol I 4. Freedom from vibration and noise is essential. Take particular care in SURFACE MOUNTED CEILING FIXTURE LED PANEL installing vibration isolation mounts, insulation, conduit, I I SURFACE MOUNTED CEILING FIXTURE hangers and the like so that the vibration from operating equipment is not OWNER SUPPLIED FIXTURE g p g SWITCHED OUTLET ' SURFACE MOUNTED CEILING FIXTURE translated to the structure or to other work. / IN CLOSET INTERIOR WITH SHADE 5. Electrical Contractor to provide and install all fixtures and provide all WALL MOUNTED SCONCE OVERHE / OWNER SUPPLIED DAMP LOCATION lamps for fixtures (unless otherwise noted). \ ' BEAM WALL MOUNTED SCONCE 6. All lighting fixtures mounted within insulation or in attic floor orwithin / CH OWNER SUPPLIED Bathroom to be fully sealed for moisture protection. 1 OOF BEAM MOUNTED UPLIGHT OWNER SUPPLIED 7. Unless specified otherwise, switches shall be mounted 44" AFF to CT3 CLOCK PICTURE LIGHT RECEPTACLE IN align with adjacent door hardware at new doors, or at the center lines of adjacent door hardware at existingdoors. Gangswitches R RECESSED LOW PROFILE �� X O FIXTURE wherever possible into single plates. Unless specified otherwise, C2 M SMOKE DETECTOR,HARDWIRED m _� O W/BATTERY BACK-UP receptacles and jacks shall be mounted within the centers of running trims c o X 02022 DADO ARCHITECTURE PLLC c- o ` �M CARBON MONOXIDE DETECTOR,HARDWIRED and normally shall be located at the centerpoint of wall. fn _ _ Y 0 W/BATTERY BACK-UP 1 PER FLOOR 10. Do not break off fins when ganging dimmers and/or switches. Use REVISIONS: ¢} SINGLE POLE SWITCH,WHITE,LUTRON L , 7 THIN PROFILE,MOUNTED @ 44"A.F.F. extra boxes when necessary to avoid this. NO. DESCRIPTION DATE SINGLE POLE SWITCH,WHITE,LUTRON THIN I D PROFILE,MOUNTED @ 48"A.F.F.,W/DIMMER \ ¢ THREE-WAY SWITCH,WHITE,LUTRON THIN `3 PROFILE,MOUNTED @ 48"A.F.F. $ JAMB SWITCH ON CLOSET DOOR \ I -H RANGE HOOD-OWNER SUPPLIED TRACK LIGHTING,LOW VOLTAGE BY TECH LIGHTING INCANDESCENT UNDERCABINET LIGHT 12 V LOW VOLTAGE BY JUNO _X OWNER SUPPLIED INTERIOR AND DAMP LOCATION 9 FULL PERMIT SET 10/27/2022 CHANDELIER CLIENT OWNER SELECTED c_F HUNTER CEILING FAN GENERAL NOTES A.W. FRAME LLC � SPEAKER LOCATION 640 SKIPPERS LANE ELECTRICIAN TO RUN SPEAKER WIRE 1. NO SPRINKLER WORK PROPOSED. ELECTRICAL PLAN WALL MOUNTED READING LIGHTS 1 SWITCHED AT FIXTURE 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ORIENT, NEW YORK 11957 Scale: 1/4" = V-0" V TELEPHONE JACK SUFFOLK COUNTY AND TOWN OF SOUTHOLD, NEW ® MECHANICALLY VENTED FAN YORK STATE BUILDING CODE, FIRE DEPARTMENT PROJECT BROAN-SILENT TYPE REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND 0 THERMOSTAT THE BEST TRADE PRACTICES. NEW POOL HOUSE n, CABLEJACK 3. ALL WORK SHALL BE PERFORMED BY PERSONS 640 SKIPPERS LANE QUANTITIES WHERE LISTED ARE FOR ESTIMATE ONLY LICENSED IN THEIR TRADES, WHO SHALL PROVIDE REQUIRED CERTIFICATES OF INSURANCE, ARRANGE ORIENT, NEW YORK 11957 FOR AND OBTAIN REQUIRED PERMITS, INSPECTIONS AND SIGN OFFS. DRAWING TITLE CM AND/OR CONTRACTOR TO PROVIDE THE FOLLOWING: 4. SEAL VENTILATION OPENINGS (SUPPLY AND EXHAUST). PROPOSED POOL HOUSE 5. PROTECT ALL EXPOSED DUCTWORK & PIPES. ELECTRIC PLAN 6. INSTALL GFI PROTECTED CIRCUITS/OUTLETS IN ALL WET AREAS 7. INSTALL AFCI CIRCUIT BREAKERS AND/OR OUTLETS IN ALL RENOVATED AREAS, EXCEPTING GFI PROTECTED DRAWING NO. CIRCUITS AND SMOKE AND/OR CARBON MONOXIDE DETECTOR CIRCUITS. 8. PROVIDE SOUNDPROOF HOUSING AND/OR GASKETING E- 1 01 .00 AT ALL ELECTRICAL OUTLETS, FIXTURES AND RELATED ITEMS INSTALLED IN PUBLIC/PARTY/CHASE WALLS. 9. INSTALL PROPER ACCESS DOORS FOR ALL REQUIRED SEAL AND SIGNATURE SCALE VALVE AND MECHANICAL ACCESS POINTS WHERE It is a violation of New York State law to alter plans, APPLICABLE. specification or reports to which the seal of an architect AS NOTED ON DRAWINGS has been applied. It is a violation of the law for any person,unless acting under the direction of a licensed architect,to alter an item in any way. If the item bearing DATE the seal of an architect is altered,the altering architect 10/27/2022 shall affix to his item the seal and the notation"altered by"followed by his signature and the date of such alteration,and a specific description of the alteration. J ?,eD ARC �aoe T. O / U 041371, F— U OF N E� tY Q O 0 JOB NO. N N O N 0 PAGE NO. Page 8 of 8