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TOWN OF SOUTHOLD BUILDING DEPARTMENT ti TOWN CLERK'S OFFICE � SOUTHOLD, NY /gp Y iAA^4 ( V ` 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#: 50191 Date: 1/8/2024 Permission is hereby granted to: McCullough, Linda PO BOX 794 Cutcho ue NY 119350794 To: construct bathroom alterations to existing single-family dwelling as applied for. At premises located at 1215 Country Club Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-3-2.31 Pursuant to application dated 12/6/2023 and approved by the Building Inspector. To expire on 7/9/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $282.00 CO -ALTERATION TO DWELLING $100.00 Total: $382.00 Building Inspector =xVORA, TO"OF SO OLD—BUILDING DEPARTAMMT -0959 Telephone(63765 54375 Main {6�765-9 02 bQs://www.southoldtownny.gov I l �1 0 Date Received APPLICATION FOR, BUILDING PERMIT For Office Use Only PERMIT NO. Building InspeCtW. —k'— 1 23 Applications and forms must be filled out in their .Incomplete 5�� n neat PPI entirety. PI applications will not be accepted Where the Applicant Is not the owner,an *pan 0, Owner's Authorimtion form(Page 2)shall he completed. Date:11/8/2023 OWNER(S)OF PROPERTY: Name: Frank DeCado sam#l000- 109.-3-2.31 Project Address: 1215 Country Club Dr, Cutchogue, NY 11935 Phone#: 917-838-6217 Email:salumeriasarto@gmail.com Mailing Address: 1215 Country Club Dr, Cutchogue, NY 11935 CONTACT PERSON: Name:Frank DeCarlo Mailing Address: 1215 Country Club or,Cutchogue,NY 11935 Phone#: 917-838-6217 Email: salumeriasarto@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:NA Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:Hardy Plumbinq LLC Name:Hardy Plumbing LLC Mailing Address: 1654 County Rd 39 Phone#• 631-283-9333 Email: nkxAe@hardypiumbing.com .com OF PROPOSED CONSTRUCTION ❑New Structure ❑Add"ition OAlteration ❑Repair []Demolition Estimated Cost of Project: ❑Other 6WO-00 Will the lot be re-graded? ❑Yes 42No Will excess fill be removed from premises? ❑Yes Iallo 1 PROPERTY INFORMATION Existing use of property: ResPderntial Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this this E]Yes ONo IF YES,PROVIDE A COPY. 0 Check Box After Reading: The, erl I I-1 'baspots4ft0wag4rabowwwstormwotobwAompnwmwby 0wpterZ36oftMTomQW&APPLICATION is WRIM MAN to the Mddkg Departmwt far the Issaaro We BWhft Permit pursuant to the llulkft zone Ordinamos ofthe Tom of Southold,SdW Gmnty,New Yak and otheropkgisie teas6 or4lopomor for the construction of buildings, addldw%alta ado s crier removal or demolition as hereh I -The awliond agrees to comOrwdh all appliable fears,cribra ces,building code, housing code and reg*dor s and to admit autrnortied lncF-ors on premises and in bu s)fir necessary krspectioms.False statemerrts made herd.are a a Cb=A or td Seclton 2WA5 of dm Nnrwyark gate Para)law Application Submitted By( Erie Frank DeCarlo OA Ade Oowner Signature of Applicant: Date: �- 23 STATE OF NEW YORK) COUNTY OF S u x Ha in t,--' h r—C a( _a being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this N L7) dor of N o J C,,t z? 20 Notary Public Rebecca A. Lucak Notary Public, State of New York PfJOPERTY OWNER AUTHORIZATION Reg. No. 01 LU6386882 Qualified in Suffolk County ow (Where the applicant is not the ner) Commission Expires 02/04/2027 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 N Workers'RK CERTIFICATE OF rt FATE Compensation NYS WORKERS' COI PENSATION INSURANCE COVERAGE Boa d 1 a Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Hardy Plumbing LLC (631)283-9333 1654 County Road 39 1c.NYS Unernployrnent Insurance Employer Registration Number of Southampton NY 11968 Insured Work Location of Insured(Orifyreq+dred ffcoverage is specfifcW&7ftd to 1d.Federal Employer Identification Number of Insured or Social Security certain locadOns In New York State,Le.,a Wrap-(Jp Pofky) umber 88-2945048 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Indemnity Insurance Company of North America Dulcinea Benson 3b.Policy Number of Entity Listed in Box"la" 1215 Country Club Dr C55682586 Cutchogue,NY 11935 3a Poky eftecliwe period Southold Building Department 09/30/2023 to 09/30/2024 54375 NY-25 Southold,NY 11971 3d.The Proprietor,Partners or Executive Officers are Q included.(Ody dvxk box if all pertriersfdicers irclutled) ❑all excluded or certain partneiVofFicers excluded. This certifies that the insurance carrier indicated above in box"3'insures the business referenced above in box"1a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form.,New Fork(NY)must be listed under Item 3A on tete INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box'2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is Issued as a matter of Information only and confer no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does It confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,l certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by .ynne Boone (id name of authorized represertafve or Licensed agent of insurance carrier) Approved by. 112/06/2023 tom) Title: Assistant Pro ram Manager Telephone Number of authorized representative or licensed agent of insurance carriw. F214,721-6248 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www.wr-b-nygov The Standard Life Insurance Company of New York Hardy Plumbing LLC STATE OF NEW YORK WORKERS'COMPENSATION BOARD NOTICE OF COMPLIANCE New York State Disability Benefits Disability Benefits For Employees 1. If you are unable to work because of an illness or injury,not work-related,you may be entitled to receive weekly benefits from your employer,his or her insurance carrier,or from the Special Fund for Disability Benefits. 2. To claim benefits you must file a claim form within 30 days from the first date of your disability,but in no event more than 26 weeks from such date. 3. Complete claim form DB-450(Notice and Proof of Claim for Disability Benefits) You may obtain the form from your employer,his or her insurance carrier,your health provider,any Unemployment Insurance Office,the Workers'Compensation Beard's website(www.wcb.ny.gov)or any office of the Board. IMPORTANT:Before filing your claim,your health provider must complete the"Health Care Provider's Statement"on the form showing your period of disability. • If you are employed,or have been unemployed for four weeks or less when your disability begins,send the completed form to your employer or the insurance carrier named Wow. • If you have been unemployed more thanfear weeks when your disability begins„send the completed form tothe Workers'Compensation Board,Disability Benefits Bureau,328 State Street,Schenectady,New York 12305. 4. You are entitled to be treated by any physidan,chiropractor,dentist,nurse-midwife,podiatrist or psychologist of your choice.However,unlike workers'compensation,your medical bills will not be paid unless your employer and/or union provide for the payment of such bills under a Disability Benefits Plan orAgreement. 5. If you are ill or injured during the time you are receiving Unemployment Insurance Benefits,file a claim for Disability Benefits as soon as you sustain the injury or illness,by folloiMng the instructions outlined above. 6. If you are out of work in excess of seven days,your employer is required to send you a Disability Benefits Statementof Rights(Form DB-271S). 7. You may not take disability benefits at the same time as paid family leave benefits.The total amount of disability and paid family leave in a 52 week period cannot exceed 26weeks. 8. Other information about disability benefits may be obtained by writing or calling the Workers'Compensation Board. The Standard Life Insurance Company of New York 360 Hamilton Avenue,Suite 210 White Plains,NY 10601 800-878-2409 Policy#: 758375 Effective From:111023To:X31 11023 X Statutory ❑Under a Plan or Agreement Crass es of Emplqy2es Covered: ALL NYS workers'Compensation Board Customer Service:(877)632-4996 www_wrb.ny.gov PRESCRIBED BY THE CHAIR,WORKERS'COMPENSATION BOARD THIS NOTICE MUST BE POSTED CONSPICUOUSLY IN AND ABOUT THE EMPLOYER'S PLACE OR PLACES OF BUSINESS. Employers must post OB-120 so that all classes of their employees know who will pay their benefits. DB-120(11-17) TWWOMCEFMCOWENmnONBOARD EhIPLOYSAND SERVES PEOPLEwm1DISABILMESWm10UTDISCRIMINATION HARDPLU-01 fI' '4r ✓�" �a CERTIFICATE OF LIABILITY INSURANCE DATE IN 023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pol"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 endorseme s. PRODUCER License#BR-87672610"T Execu Ins Broker Fin Ser Inc 031563-8433ITmmmmm ITITITITm mmmm 515 Johnson Avenue (LL4WLL 56 1 3-7706 Bohemia,NY 11716 .mmmm m utero .... _L ) Nc„c "GE wuc sl . gm.,A:Guard Insurance Company INSURED I REaB:Merchants Mutual 23329 HardyPlumbing,LLC � uG x ............................................................................................................... 1654 County Road 39 Southampton,NY 11966 :INSURER'E...._..............._..........................._........_.........................�....... �. IXWNER F;. R: 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 CONTRACTOR OTHER DOCUMENT WITH RESPECTTO 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 LTRTYPE OF INSURANCE ADDU POLICY NUI POLICYEFF POLICYEEIP LIIRTS A X cowERciAL GENERAL uABaiTv EACH OCCURRENCE 1,000,000 IcxAULs-MADE X occuR X HABP446299 7M312023 7/13/2024 s�T,0aQw AMnW .......RENT300,000 X Contractual Llabllit o .I10,000 PS! m�/....�_..£_...... .� ._.........�.. PERSPNA e,nov_w RY Included 1: .... ,m,�`TE -MIT APPLIES PER: , A AT 2,000,000' PoucY .X LDC 2,000,000 __ ❑ .. m_ B AuTomowLEuAP.NLTTY WCOMBINED SINGLE LIMIT 11000,000'' ANY AUTO CAP9270062 712512023 7125/2024 Boarra�iu Y l? P�! +!?. .................... OVVNED SCHEDULED .... . ... �........... AUTOS ONLY ..X. AUTOS ..m@,Yi , :. �j.'....�,,,., ,.. A.. N...AUTOS ONLY X .�.�'. �m URWRELLALIAR OCCUR . E1CCESS, RE'HJl1GCLAIMMADE TN 5.. S. ,,,,,,,,,,. yD WORKERS COMP@ISATION P'Flt OTH- ANDEYPLOYERS'uABWTY 'YY,_N E.'. � .kN . ANY PROPRIEB RflPJYRLUDED? V.ITNE LEACH.AiCpDENr...... FICER/ME�IN�IXCLUDED7 N/A .."""""""”. -EA©TARO M yes,describe Under _.. ._.......__..........m_a._ _....._. ._..___......_...___...._._.._.____... DESCRIPTION OFO...PERA-F.M DESCRIMom OF OPERA ?'LOCA& IVEH[CL W;ORD10I.A maybe lrnewre� Ie Dulclnsa Benson are Included ae nal Insured with to I ilab�lity per a nt 101 affected m the po0�y to the extelrt provided therein. F!-CAM L40=RER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Dulcins®Benson THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WrIH THE POLICY PROVISIONS. 1215 Country Club Drive Cutchogue,NY 11935 AUTHOR®REPRE89ATATTYE '71" ACORD 25(2016/(03) ®1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered mars of ACORD MIDO CERTIFICATE OF LIABILITY INSURANCE �� �' OM 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 RE NTT E D THE GgRTIFIGM H LD . IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must 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 ca.tIfI does not confer rights to the certificate holder In lieu of such endorsemerLs s. PRODUCER Keystone Risk Partners LLC CONTACT NAAAE" 604 East Baltimore Pike PHONE WC,No M FAX Media,PA 19063 E-MAIL ADDRESS: com INSURER(S) AFFORDING COVERAGE NAIL/ INSURER A:Inder nity IE<Isrr1 ,1 Company of North 43575 Awadca- CNIBB INSURED INSURER B:P Inls"urarice CRMBM ISO" Exdensis,Inc.L/C/F Hardy Plumbing LLC O INSURER C 900 US HWY 9 North,3rd Floor INSURER D: Woodbridge,NJ 07095 INSURER E: INSURER R COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME 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 ADD'L SUOR POLICY'Eg=F POLICY EXP LTR TYPE OF SWURAMM EM WVD POLICYRUMOM LIMITS C.wOMMFRCtAL GENERhL LIABILITY Not Applicable EACH OCCURRENCE $ CLAIMS-MADE❑OCCUR DAMAGETORENTED $ ES.iEa MED DIP(Any ane per) S PERSONAL 6 ADV INJURY $ GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑JF�CT- ❑LOC PRODUCiSZOMPIOPAGG $ OTHER,, 8. AUTOMOBILE LIABILITY Not Applicable NGLF U977— $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULE] BODILY INJURY(Peracdderk) $ AUTOS ONLY AUTOS HIRED NON�.OWYNED PROP 1NNAGE $ AUTOS ONLY AUTri'SONLY acdoe X UMBRA LIAR X OCCUR PHUB882213 09/30/2023 09/30/2024 EACH OCCURRENCE $ 10.000,000.00 B EXCESS LIAR 1CLA AGGREGATE $ 10.000.000.00 X DED L......X "R "ON f 10.000 $ X PER STATUTE AND EMPLOYERS'LIABtlJTY C556825M 0950/2023 09/30/2024 ER A ANY PROPRfETORIPARTNERIDO=CIRNE EL EACH ACCDINT $ 1.000,000.00 OFFICERIMEMBER EXCLUDED? Y/N N/A h1Yae.dM Irl t.H) r 11EL.DISEASE-EA EMPLOYEE $ 1,000.000.00 DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMB $ 1" 000.00 DESCRIPTION OF OPERATIONS r LOCATIONS I VACORD IN.Add kwal Remwkm6 Schedule.M rime sps Is requite // Waiver of subrogation applies for Worker's Compensation in favor of Certificate Holder permissible by law and obligated under any contract or agreement entered into prior to the occurrence of loss. CERTIFICATE HOLDER CANCELLATION 206830 SHOULD ANY OF TFIE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Duk Rica Bergson THE EXPRIATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 1215 Country Club Dr AUTHORRIEDREIMESENTATIVE Cutchogue,NY 11935 Jay Peh*w; Q 1983-20115 ACO D CORPORATION.All A959 r+esemd. ACORD 25(2016!03) The ACORD name and logo are registered marks of ACORD SSM C 6 0 3 d d r d s a M c d a C � .� o a C H a 0 CD 3 d. 3m to CD -1 H � ® 3 X N .. C a m 3ODl ... cr m V I N U! .. Cr .0% O D O _ �0 lw V �. d v CL O Wm to o � _ O ® rn C 00 3 0 VN cr 3 �, 3 Z r- < < A V CJl f N mim�l W�ioi mpi ( ,Alu I' �IIIIYI&IN`Nh� �I))f,G�d., Nm YI �U!!Y♦ tiffYAAA � uUu�uaa Jlllllfne I l f JOSHUA R. WICKS P . L. S SURVEYED BY:J,R.W. DRAWN BY:D.T.O. JOB NO:JRW23-00.4 P.O. BOX 593 Center Moriches, N.Y. 11934 JoshuaRWicks@gmail.com 631-405-8108 '1 GRAPHIC SCALE Ty u�.W. .. � �_ � • � �.. .._.. �. � � �.."a..»,...._._. .� .� �", 777777=7-7-, M24gt�� 30.�aray .. ............}0,24 64.'..., ......,... N 59004 '30" E �, 0 337.17 LOT 9 LOT 8 "0' 10-Map of Country Club Estates Filed, October l7 1978 -Map No, 6756 wFF E L/1 SITUAT� o. CLITCNOGu�, TOWN OF 50Uj7qOb2 O M 5UFFOV COUNT); NeW YO?K WELL Suffolk Countq 1-ax Map No„ � o � ��•�" � 0 1000109,00-03,00002,031 u nA %FVMYE G/091202 � u R o wwa PLAT r V W i LOT 10 R CNoC. � � M F CAR- ASPHALT Y GEN. � W/BLOCKK CURB CURB M '' TANK d LOT AREA 59,937.80 S.F. 1.38 ACRE(S) w LOT 11 S 59004 '30" W 367.97' OF NEW), GUARANTEED T0: FRANK DECARLO & DULCINEA BENSON c 0 ,r L FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC051 CHASE BANK AND CHECKED .. TION OF SECTION 7209 SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW, (2) ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION., (3) CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP !n (1) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A.VOLA M P WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC,.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY„ AND T6 THE LENDING (OR DIMENSIONS) LISTED O THIS LJ SIGNIFY THAT THE A H BOUNDARY SURVEY MAP,. (4 THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE., (5) THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY,. (6) THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE OF CONSTRUCTION.. (7) PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY, (8) THIS SURVEY WAS PERFORMED WITH A TRIMBLE S8 ROBOTIC Z TOTAL STATION,. (9' THE, E?i'MTENCEOF RIGHT OF WAYS AND/OREASEMENTS OF RE'CORO Ir A•'N'Y. 001' SHOWN ARE NOT GUARANTEED. l�q - 3 -2, 31 GENERAL NOTES_ S GENERAL: BUILDING CODE NOTE: EcUmm"�" AL - EKATI NQ T U U.- usl 1. NO WORK IS TO START UNTIL A PERMIT!S OBTAINED FROM THE BUILDING PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE DEPARTMENT. 2020 RESIDENTIAL CODE OF NEW YORK STATE AF In 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ■ AS WELL AS ALL CURRENT NEW YORK STATE CODES MECHANICAL CODE NOTE: ■ 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED NY.STATE,CHAPTERS 12 THROUGH 24. ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIT_TO FOLLOW THIS PROCEDURE AND PLUMBING CODE NOTE: CONTINUE TO WORK HE WILL THEN ASSUME ALL.RESPONSIBILITY AND LIABILITY THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE ....••\ E ARISING THEREFROM. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 337D I 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. ELECTRICAL CODE NOTE: vC 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 34 THROUGH 43 TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, ENERGY CODE NOTE: CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS JUDGEMENT,THESE PLANS AND/OR SPECIFICATION:ARE IN FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY COMPLIANCE WITH: WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. 2020 RESIDENTIAL CODE OF NEW YORK STATE 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORKAND 1215 COUNTRY CLUB DRIVE IS RESPONSIBLE FOR DESIGN INTENT ONLY. NOTE 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. CUTCHOGUE , NEWYORK 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 3.FIXTURES TO BE PROPERLY VENTED. THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS NOTE: TO BE FOLLOWED. 12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED 1 TITLE SHEET CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. BE VARIFIED IN THE FIELD BY THE CONTRACTOR, 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. AND RECEIVED DISCREPANCIES SHALL BE 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION IMMEDIATELY REPORTED TO THE ARCHITECT. SHALL BE IN ACCCORDANCE WITH SECTION R3'16. 2 PARTIAL FOUNDATION & 1ST FLOOR PEX. FL00R PLAN RISER DIAGRAM 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUTNECESSARY EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK 16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 UNIFORM CODE SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF ELECTRICAL SYSTEM COMPLIES CHAPTER 34 THROUGH CHAPTER 43 BUILDINGS. CARPENTRY: 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FIP41SHED GRADE. (U.O.N.) 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.Q.WOOD 2-2"x6" U.O.N. 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. w Z 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) O 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) w 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ SEAL MODELS NUMBERS ON PLANS, 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY ���EO ARO ESCAPE.IN CONFORMANCE WITH 2020 NEW YORK STATE BUILDING CODE SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE rFy TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH P �' OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. .1 ALL GLAZING SHALL COMPLY WITH SECTION R308. cp 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R'l11.5 TO R311.5.7 �/1, 025a6 yon 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE OF NEA INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. ELECTRICAL: 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE GEOGRAPHIC TABLE DESIGN R E Q U I R M E N TS 2020 RESIDENTIAL CODE OF NEW YORK STATE 00 p 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION 2020 NYS UNIFORM CODE Y OF WORK. THE PROJECT IS WITHIN A HURRICANE PRONE REGION , CLIMATE ZONE 4A 0000 w ao z \ . , .. ::.. . \ \ \ \ \\ CHAPTERS 34 3 \ op 0 � �. \. \ \ \ COMPLY W/C \ \.. o \ � \ \\ . AL WRING AND EQUIPMENT TO CO ,\. \ 3. ELECTRIC G Q \. \ \ \ �,.. .� . \ \ � \. .. . \ _.�\. .. .w. .. � .. ... .�" \\\\\ \ \ \ \\\\v, .\\ \\,• AND LOCAL BUILDING DEPARTMENT. �\. \ (O .o .. . , ,. .,., : �ATC: ��3 RAP � D���..' \ \. \ 4. \ \ \.. \. \ \ \ DE SECTION R31 \ \ \\ 4. SMOKE DETECTION AS PER N.Y.S.CO \ \\. . \ \. \ \... .\ \\ ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. \ \\ \ >. \.. \.. ...:,: . \\ \. \,......•,.,: ..,.. . . \:.\ 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN FLOOD FREEZING 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF GROUND DESIGN DESIGN UNDERLAYMENT ANNUAL PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. SNOW LOAD SPEED d RAPHIIC SPECIAL BORNE -BORNE CATEGORY 'WEATHERING. FROST LINE TEMP HAZARD INDEX TEMP w DEBRIS TERMITE REQUIRED > FOUNDATIONS, CONCRETE AND MASONARY: MPH EFFECTS k REGION DEPTH o ct� v 1 MILE3 FEET MODERATE 15° YES NO 599 51° m O 0 B 20 PSF 13(Nult NO NO FROM THE COAST SEVERE 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. &FIRE ISLAND BOF TO HEAVY J O} 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON I SQ.FOOT. a Z w ,. \. \ \ - Z \. 3. FOOTINGS TO REST A MIN 3'-0"BELOW GRADE.. U.O.N.STEP FOOTINGS 1.2 RATIO ..,.. . , ,,....,,•, WHIN \. .. � .. � \. ,.,, .,,.,,•„\,. �,�•. \.\ \<.. \ "" \ J W \_ \\ \. \.a. \..:.\ .\ \ \ \ 1 I MAX \ �\.:.. ..� °\ RISE \ \ \.: ;, A U ����. � R��#}',�j{U �D�� N�� � T��D��CALC �AT� \. .. .: �\ 3i\:\ ..\ \ .\ \ .ca. \. \ o \.. \ \. \ Q .� �. \\ \ ..\ \ o•..,\ \. .\ \ \.4. WALLS TO BE POURED CONCRETE OF SIZE APJD REINFORCEMENT SHOWN ON ;�.�. ;.�, .>� : \... .,\. : : ... . .. .�.'...\ \ . ,.. \ . ..\, ..�,.�.\�. AVE Q D PLANS. (U.O.N.) (=j U) ALTITUDE INDOOR DESIGN � �n WINTER SUMMER HEATING TEMPERATURE Lo > 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LAT CORRECTION DESIGN TEMPERATURE c� C m FRAMING OR PROPER BRACING IS IN PLACE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE v 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 108 FT 410 N 15° F 86°F 1.00 70° F 75°F 55°F (n ALL GIRDERS WITH BEAM POCKETS ARE TO BE:STEEL SHIMMED W/1/2'SPACE @ Z SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY O 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING H 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. Q 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. 11° F 15 MPH 7.5 MPH 72°F MEDIUM (M) 40% 32 GR @ 50%RH to 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH O MINIMUM 6MIL.POLY.V.B. OCCUPIED SPACE AND WITH REQUIRED NSULATION. ~ .U_I m O (@ ) Q J o N 10.ALL SLABS ABUTTING FRAMINGFLASHED AS DETAILED IN PLANS \, .�. \ \ \..... \ \.. . ... \ \.. \.. \ o. ... ..\ AND \ \ \\. \. ITER \... \ BE ANCHORED W/ 1 WALL TIE EVERY 32 O.C.VERTICALLY A ,,,..,..,„\\ „\ \ \\ ,. \\\ .\. ........ .....,., 11. BRICK VENEER TO .�........\�:. .\.. \ \.�\....�..»... .::.....: O ..\.. ... o .\. \ . . \ . .. ......\ ... .. U O \\.... ...... .. .. .. ... \\�\. \. .. . . . . �IrJ C...� .wwi�✓.G\�1 A P\� \ •..o\ ..\, .\ \ \ \.\ /FLASHED J DINT BRICK LEDGE OP,RELIEVING ANGLE \\. ..\. .. ..�o. ... : .. .. .�\.. ... \... ... ..� >...... �\ ... \ .. .. .. .. \. EVERY 18 O.C.HORIZONTALLY W �\\.. \\\.._\.... \.. � W/WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO-HE EXTERIOR. (D _ WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN 0 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND FLOOD ANNUAL Z Z w �I FROM FOOTING TO 2"ABOVE FINISHED GRADE:,UNLESS WET SITE CONDITIONS EXCEED d DESIGN DESIGN UNDERLAYMENT FREEZING - (/� SNOW LOAD SPEED TOPOG SPECIAL BORNE -BORNE CATEGORY ° FROST LINE TEMP HAZARD INDEX TEMP Lu CODE LIMITS. RAPHIC WIND DEBRIS WEATHERING° DEPTH TERMITE REQUIRED 0 L 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. MPH EFFECTS k REGION LLJ 1 MILE 3 FEET MODERATE SEE 0 YES NO 599 51° PLUMBING, MECHANICAL, FUEL GAS, A/C: 20 PSF 130vult NO NO FROM THE COAST SEVERE O O � M &FIRE ISLAND BOF TO HEAVY BELOWCN 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YDRK STATE2020 I.M.0 w n- O7 Z_ 4 AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. 0 Z Z 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. WINTER DESIGN TEMP: a m Q N wl p d- 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68° F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN'HEATING DAY DWG NO SECTIONS FOR PLUMBING CODE(CHAPTER 25-33), MECHANICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72° F HEATING, MINIMUM 75° F COOLING AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP157, DRY BULB 89° F,WET BULB 750(2020 IPC APPENDIX D) 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 5. THE EX.HEATING/A.C, SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. I I I , , I 1 t , I I , I I t I I EXISTING N FLOOR JOISTS Pr , ROOF � 4"0 VENT THROUGH ROOF Ij L ---------- 1 j I I t 4"STACK -------------- -----------I t I I � j j I I PROPOSED NEW FIXTURES I P-------r-----I----T--- ---7-----------------I 1 1/2" 11 1/2" 11 1/2" 11/2" i t EXISTING 1 I i j I W.C. NEWSINK I NEWSINK W.C. FLOOR JOISTS I I t I I t I I I � EX. B WI I LSAHWJER SHO R 2' I 2" I o 1ST FLOOR I EXISTING ' C.O. 2" 2" C.O. xl UN-FINISHED w I BASEMENT I , I , I , � I � I , � I i I � I � t WATER SUPPLY&DISTRIBUTION NOTE: DRAIN, WASTE&VENT NOTE: ' 1.SERVICE FOR NEW BATHROOM'S WILL BE TAKEN MATERIALS FOR DRAIN,WASTE&VENT SHALL jA EXISTING N r ---------- FROM THE EXISTING WATER SERVICE. COMPLY WITH TABLE P3002.1 DRAIN,WASTE& FLOOR JOISTS I TABLE P3111.3 SIZE OF COMBINATION WASTE& I I 2.WATER DISTRIBUTION PIPING&FITTING SHALL VENT PIPE, F-------- COMPLY WITH R.C.O.N.Y.S.TABLE P2904.5 WATER DISTRIBUTION,FOR MATERIALS&TABLE P2904.6 I I PIPE FITTINGS,FOR MATERIALS. I L----------------------------------------------J I I � I 1 ----------------------- — ---------------------j EX.WINDOW z O Ln w PROPOSED PARTIAL FOUNDATION PLAN RISER DIAGRAM 1/411= 11-011 1/411=11-011 SEAL ED ARCy K. (Pql ©2 40 yo) EX. DOOR F OF WE I KJtELEC. I f0!S.D. C.M Z EXISTING DET. BEDROOM Lu coo 25'-9" Y U 00w EXISTING 19 co = j3 LZ3 GARAGE io °O U N r 14'- o 1 m 9'-3" �o EXISTING y — ) f ExlsnNc - COVERED PATIO zo w _ __ ------------ N BEDROOM � 7'-11" 6-411" EX. DO R > o �M.VE - O w [] :PROPOSED �M.V NTPROPOSED o ? } O x - - BATH w � � 4' o-�� -- -- 7'-8" U w BATH ----- �,� Z o w 14-7 " ww w EXISTING Z J w BATH 0O =O O Q O 0 OilEXISTING Ln w BEDROOM N = N }Q O C) r- m O ELESD , IN S D. X t 1 SCh C M. w � ( EXISTING DET. 1 o KITCHEN O 7' -11" 6'-4 t ; -1 in _1 EXISTING EXISTING it i BATH BATH 4' Q • N ExlsnNc Lo 1 x-22' 5'-1" 6'-1 W C.) z EXISTING 0 LIVING ROOM x109''1 - J J m O BEDROOM 2._4.. Q a N I N , EXISTING W C 0 i FOYER 0 () 0 _ O I ti 20'-5" ~ I I 7' EXISTING - - W W O IN o z I EXISTING ih I I DINING ROOM `1 Q BEDROOM v zz w �1 O" 16'-8"Lw i 16'-8" Q W O v u)1 T- I IF- 0 O U Q M U a- C/) W Z N �„ TI O w Z = 2 w d- 4'-32 w J W w W ICV IL a. U m ¢ I— o 4 EX.WINDOWS DWG NO PROPOSED PARTIAL FIRST FLOOR PLAN EXISTING FIRST FLOOR PLAN 2 114"= 11.011 1/8"= 1'-0" 2 GENERAL NOTES GENERAL: BUILDING CODE NOTE: 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE __ D A -100 DEPARTMENT. 2020 RESIDENTIAL CODE OF NEW YORK STATE Elk IvN 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEWYORK STATE AS WELL AS ALL CURRENT NEW YORK STATE CODES MECHANICAL CODE NOTE: . 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED NY.STATE,CHAPTERS 12 THROUGH 24. ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORKAND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND PLUMBING CODE NOTE: CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE ARISING THEREFROM. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS * 4 FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. ELECTRICAL CODE NOTE: 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 34 THROUGH 43 TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, ENERGY CODE NOTE: CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT COMPLIANCE WITH: CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. 2020 RESIDENTIAL CODE OF NEW YORK STATE 1215 COUNTRY CLUB DRIVE 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND NOTE IS RESPONSIBLE FOR DESIGN INTENT ONLY. 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. CUTCHOGUE , NEWYORK 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 3.FIXTURES TO BE PROPERLY VENTED. THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS NOTE: TO BE FOLLOWED. 12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED 1 TITLE SHEET CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. BE VARIFIED IN THE FIELD BY THE CONTRACTOR, 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. AND RECEIVED DISCREPANCIES SHALL BE 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION IMMEDIATELY REPORTED TO THE ARCHITECT. 2 PARTIAL FOUNDATION SHALL BE IN ACCCORDANCE WITH SECTION R316. 15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK 16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 UNIFORM CODE SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. 3 PARTIAL 1ST FLOOR PLAN , ELEVATION , SECTION MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF ELECTRICAL SYSTEM COMPLIES CHAPTER 34 THROUGH CHAPTER 43 BUILDINGS. CARPENTRY: 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) 3. SILLS TO BE FLASHED(TERMITE SHIELD)VJ/SILL SEAL.SILL TO BE A.C.Q.WOOD 2-2"x 6" U.O.N. 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. U) Z 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) O T 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) w w 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT Wl MODELS NUMBERS ON PLANS. SEAL 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE BUILDING CODE �`��FV N K. SEC.R310 MIN OPENING OF 5.7 SQ,FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE ,�(6 TO SILL IS LESS THAN 44"OR LESS)WI MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH Q_ Nr OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. nT&f i,. c, 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. f O``3 ALL GLAZING SHALL COMPLY WITH SECTION R308. � cp 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 CJ`' C 9 02 T � 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE 0 N�A INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. ELECTRICAL: AM EN Dr&ENT 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE GEOGRAPHIC TABLE DESIGN R E Q U I R M E N TS s ---- 2020 RESIDENTIAL CODE OF NEW YORK STATE co 0 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION 2020 NYS UNIFORM CODE � Y OF WORK. THE PROJECT IS WITHIN A HURRICANE PRONE REGION , CLIMATE ZONE 4A 00 3, ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43 AND LOCAL BUILDING DEPARTMENT. co 4. SMOKE DETECTION AS PER N.Y.S.CODE,SECTION R314. TABLE-R3012 �1 CLLMATI AND GEOGRAPHIC DESIGN CRITERIA ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN GROUND FLOOD ANNUAL 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF d DESIGN DESIGN UNDERLAYMENT FREEZING SNOW LOAD SPEED TOPOG SPECIAL BORNE -BORNE FROST LINE HAZARD TEMP w PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. RAPHIC WIND CATEGORY 'WEATHERING,, TERMITE TEMP REQUIRED INDEX > Y DEBRIS FOUNDATIONS CONCRETE AND MASONARY: MPH EFFECTS k REGION DEPTH Y 20 PSF 130vult NO NO FROM TMHE COAST B SEVERE 3 FEET MODERATE 15° YES NO 599 510 m O 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. &FIRE ISLAND BOF TO HEAVY J >- 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON I SO.FOOT. Z w 3. FOOTINGS TO REST A MIN T-0"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO - w Z (TRISEMAX) MANUAL;J. :CRITERIA :REQUIRED INSUBMITTED. CALCULATIONS : '. � J 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON ;.;: W O O O PLANS. (U.O.N.) ALTITUDE INDOOR DESIGN cy � v WINTER SUMMER HEATING TEMPERATURE ~ Lo 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRSTTIER OF ELEVATION LAT HEATING COOLING CORRECTION DESIGN TEMPERATURE DIFFERENCE Q c T- m FRAMING OR PROPER BRACING IS IN PLACE. FACTOR TEMP COOLING W 6. FOOTINGS TO BE OF POURED CONCRETE:OF SIZE SHOWN ON PLANS. 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 108 FT 410 N 15° F 86°F 1.00 70° F 75°F 55'F z ALL GIRDERS WITH BEAM POCKETS ARE 1.0 BE STEEL SHIMMED W/1/2"SPACE @ O SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY 0 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. Q Lo 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. 11° F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @ 50%RH z -,T 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH J J O 0 MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. N 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS, E BE ANCHORED W/ 1 WALL TIE EVERY 32"O.C.VERTICALLY AND O W 11. BRICK VENEER TO c ) IBC CLIMATIC AND GEOGRAPHIC/ DESIGN CRITERIA EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE Z of O W/WEEP HOLES @ 4'4'O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. Ill w WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM FLOOD AIR MEAN F- 0 Z w 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND WINTER ICE SHIELD ANNUAL Z FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED aBORNE -BORNE DESIGN DESIGN UNDERLAYMENT FREEZING - U) - SNOW LOAD SPEED TOPOG SPECIAL BORNE -BORNE ° FROST LINE HAZARD TEMP W L CODE LIMITS. RAPHIC WIND DEBRIS CATEGORY 'WEATHERING, TERMITE TEMP REQUIRED INDEX 0 0 MPH EFFECTS k REGION 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. DEPTH � Z W 1 MILE 3 FEET MODERATE SEE YES NO 599 51° O ~ 0 PLUMBING, MECHANICAL, FUEL GAS, A/C: 20 PSF 130vult NO NO FROM THE COAST B SEVERE O co &FIRE ISLAND BOF TO HEAVY BELOW 0 (� w Z N 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 I.M.0 O Z Z = _ AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. z 0 W c) W �I N 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. WINTER DESIGN TEMP: a �- v m Q F- 0 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68° F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY DWG NO SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72° F HEATING, MINIMUM 75°F COOLING AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE -DEGREE DAYS(NY LAGUARDIA)4811 , WINTER DESIGN TEMP150F, DRY BULB 89°F,WET BULB 75°(2020 IPC APPENDIX D) 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016, WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 5. THE EX. HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. 29'-8" -----------------------------------------------r----- I I ---------------------------------- I ------- I I I I 4"x 4"POST ANCHORED ON 4"x 4"POST ANCHORED ON I 14"0 x 36"FTG. BELOW GRADE 14"O x 36"FTG. BELOW GRADE AND 4"-6"ABOVE GRADE AND 4"-6"ABOVE GRADE i I i I i EXISTING I I i I 1 SLAB ON GRADE ----- --�_% ---- 2-2"x 10"GIRDERS 2-2"x 10"GIRDE 2-2"x 10"GIRDER 2-2"x 10"GIRDER I � EXISTING i 6'-1 6'_1 6_10411 6'_10 " 1 i z! [ 1 i FLOOR JOISTS I I i o o = I I w I I I I �z 0 I ' I• rI II III iII IIIi 1 -`1 ------zx —-—--- � 1--—---- x NU- R U` 00 N ---------- � SEAL 6-1 6'-1O�" 6'-1 6'-102 � D,.r K.ARC r--------i N ----------i i i 2-2"x 10"GIRDER 2-2"00"GIRD 2-2"00"GIRDER x0"GIRDER- -► 1---------- g I ' EXISTING � � f j I �' r----------------------------- 9 UN-FINISHED ' I �� ' I 4"x 4"POST ANCHORED ON 4"x 4"POST ANCHORED CYK I i 9 a 2 s c o� I BASEMENT I I TF 14 0 x 36 FTG. BELOW GRADE 14 O x 36 FTG. BELOUVGRADE I i p F ��t AND 4 -6 ABOVE GRADE - AND 4 -6 ABOVE GRADE I I o 2"X 10"LEDGER BOARD LAG,BdLTEP 00. TO DWELLING W/1/2"LAG13OLTSL I EXISTING 6'-104" T2-200"GlRlffTfi� AS PER TABLE , coU-1 1 _1 i UN-FINISHED BASEMENT 2-2"x 10"GIRDER ; ` -i 2-2 x 101 IRDER ; 2-2"x 10"GIRDER -®-1---------� - T-�$--,----- --- ---------�-,I I 00 0 \�� --\=�--------- -------\=�- ---------- -\=�J w II CO I ti U I I 00 w EXISTING ----- ------------------------------------------------------------------ ----- -� 00 Z: C U FLOOR JOISTS LATERAL BRACING TCP & BOTTOM SEE DETAILS A, B, C SHEET #8 w > m O U w Z LI uj Z U Z J L Jof PROPOSED PARTIAL FOUNDATION PLAN w 0 Q 0 U U 0 = � L ~ LO 1/411= 11-0" w � U C m U z 0 I— w o q U Z o Q J O N O U 0 w z w o w p (D z _ z w �I C) w 2 Q w W c~i 0- 0 w z cv � Ozzmm ' w a0 w � w � w ►►-I N o U m Q F— o � DWG NO d 2 3 �� EX.WINDOW �o EXISTING RAILING 1714'-17' 0 z J_ Q 29'-8" _Z EXISTING COVERED PATIO 2"x 10"LEDGER BOARD x (2)2"x 10"HEADER w O N EXISTING 2"x 6"DECKING BEDROOM EX. DOOR i i i 2"X8"FLOOR JOISTS @16"D.C. w i --- 1 (2)2"x 10"HEADER 1 6 4" EXISTING N ' Z 1 J CEILING JOISTS f c14 1 X GRADE i_ w Lu EX. DOOR > EX.WINDO _ 10 0 O I w ih - - --- 0 1 EX.WINDOW N --- --- x i w REAR DECK q 4"x 4"POST ANCHORED ON EX. DOOR co 0 14"0 x 36"FTG.BELOW GRADE EX. DOOR AND 4%6"ABOVE GRADE x EXISTING EXISTING ui CEILING JOISTS EL C BATH 0 o c M 4'-10" o EXISTING DET. U) _ BEDROOM o o x w > - - W PROPOSED PARTIAL FIRST FLOOR PLAN Y WINDOW 1R 1/4"= V-0" SEAL � D A yo 4'-OZ" o �s �L N.K. re y �, M ® I 0 a _ 1 X 1 w • , , �, - - - - -- --- - o Lo 1 k 7'-11" ,1-.. _ -= 6-42" EX. D `° i � 4 0 ImM.VE i -1 0294° �o C� �M.V NT PROPOSED EXISTING p F BEDROOM Lu I?ROPOSED BATH 4_p BATH ® N a ro , � , b EXISTING L CID W o BEDROOM � 0 WM00 Y ELEC 00 W sD X I co DIET I 0000 T_j I 1 M EXISTING 1 CEILING JOISTS EXISTIbIn I I I I I EXISTING 20'-5" 1 ASPHALT 10 w BEDROOM SHINGLE I � I C 0 U1 FXI.STIN(; j I 0 EX.WINDOWS EX.WINDOWS U w w w Z : 7 0" 16-8" w U C0 w -IT -1111111 WD 0 0 j En 0 EX. EX. WIEX. EX. EX. EX. WIN. WIN. N. WIN. WIN. I WIEX.N. WIN. WIN. Q 04 U Lo L m DOOR DOOR WIN. W U) EX.WINDOWS 0 —1 Ll Ll Q 0 Lo W U z 0 GRADE Q J ) N O U 0 PROPOSED PARTIAL FIRST FLOOR PLAN 1 1 w Z W W � 1 I I I I I I I I I i I I I I I I I I I I � I L-- L--� L -� i i I I-_ � Z II 1/4 - 1-0 w I I 1 1 z (n J EX.CONC. FOUNDATION WALL i 4"x 4"POST ANCHORED ON i EX.CONC. FOUNDATION WALL i EX.CONC. i 0 Q 14"0 x 36"FTG. BELOW GRADE i i FOUND.WALL ww 0� U) I AND 4"-6"ABOVE GRADE I 1 I (n Z w I I I I W -- 1 O z Z = 2 -----�X-�6N�Fb�ff��---------L -------------------------------EX�aA�.�b�filN�---------------------------------TL-------------E'X-C-ONC.bMfiTNG---------- - TEX�a���OafiiN�� O � w w c) W � N ----------------------------L-----------------------------------------------------------------------------1-----------------------------------------1------ -----� a U m Q �- ply DWG NO PROPOSED PARTIAL FIRST FLOOR PLAN 3 d 1/4"= 11-0"