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HomeMy WebLinkAbout47864-Z �o�OS�fF l Town of Southold 6/17/2023 o , P.O.Box 1179 Z' • 53095 Main Rd *WAV1 Southold,New York 11971 .crrr.L^' CERTIFICATE OF OCCUPANCY No: 44196 Date: 6/10/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 625 Corey Creek Ln., Southold SCTM#: 473889 Sec/Block/Lot: 78.4-25 1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/15/2022 pursuant to which Building Permit No. 47864 dated 5/27/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including front deck,to existing single-family dwelling as applied for. 6/17/2023 Corrected for Certificate of Occupancy number only. The certificate is issued to Chudzik,Roger&Darion,Ellen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47864 5/9/2023 PLUMBERS CERTIFICATION DATED V. tho 'ze Si ature yS�FFOt,�c Town of Southold 6/10/2023 P.O.Box 1179 o ` 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44151 Date: 6/10/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 625 Corey Creek Ln., Southold SCTM#: 473889 Sec/Block/Lot: 78.4-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/15/2022 pursuant to which Building Permit No. 47864 dated 5/27/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including front deck,to existing single-family dwelling as applied for. The certificate is issued to Chudzik,Roger&Darion,Ellen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47864 5/9/2023 PLUMBERS CERTIFICATION DATED \A- Aut r ed ig tore o�SUF QF i TOWN OF SOUTHOLD Gyp BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE oy • 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#: 47864 Date: 5/27/2022 Permission is hereby granted to: Chudzik, Roger 625 Corey Creek Ln Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 625 Corey Creek Ln., Southold SCTM #473889 Sec/Block/Lot# 78.4-25 Pursuant to application dated 4/15/2022 and approved by the Building Inspector. To expire on 11/26/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $286.40 CO-ADDITION TO DWELLING $50.00 Total: $336.40 Building Inspector pF SO!/r�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 �yOOU01 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Roger Chudzik Address: 625 Corey Creek Ln city:Southold st: NY zip: 11971 Building Permit#: 47$64 Section: 7$ Block: 4 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Integrated Electrical Solutions License No: 40151 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO2 Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches Q 4'LED Exit Fixtures Sump Pump Other Equipment: Hood, Oven, DW, Fridge Notes: " AS BUILT NO VISUAL DEFECTS " Kitchen and Front Entry Inspector Signature: Date: 5/9/23 S. Devlin-Cert Electrical Compliance Form �00F SOOIh� # # TOWN OF SOUTHOLD BUILDING DEPT. °ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A001A C"1't G� o XVCtkl 0( K-P— 1 tap ��i � �� 6d ay\ K (�-6k DATE �'lg'a 2- INSPECTOR �(� OF SOUlyolo yll # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm N�' 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING Eve FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS,: nD ��l ,V` CAk xwt/ kzv DATE l INSPECTOR souryolo q-1 6 6y 0 22 G ' f # TOWN OF SOUTHOLD BUILDING DEPT. `ycouur+��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION /[ ]_ PRE C/O [ ] RENTAL REMARKS: AS� V U� Af A 4;X& U - /-r p, r e, r an�� Gc1` CA oLr& 70ov 10ro4-ez)l an / A I &k-e6 or vlle' kr 61 a41 -a [A C- v � DATE INSPECTOR hO�aOF SOGIyOIo * # TOWN OF OUTHOLD BUILDING D&T. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: A3� SUl u-r -?;r-jea m — T DATE INSPECTOR `�� CENTURY TESTING & CONSULTING, INC. 821 Regent Drive, Westbury,NY 11590 Phone: (516)354-1145 Info®century-testing.com CENTURY Tasting8 consvl[ng October 14, 2022 Town of Southold Inspector Nancy Dwyer Re: Permit#47864 625 Corey Creek Lane, Southold NY SCTM #78-4-25 Dear Nancy Dwyer Please be advised that based on pictures obtained on 10/03/2022 we can confirm that the foundation was built according to the plans, it contains the appropriate horizontal and vertical re-bar & strapping, the framing is attached properly to the foundation wall and the floor, walls and ceiling have been insulated and caulked as per architectural drawings dated 05/25/2022. If you have any questions, please feel free to contact me at any time. Sincerely; CENTURY TESTING &CONSULTING, INC. SOF NEW YO,p Z $24o� �? Aldo Bravo PE Senior Project Manager info(�century-testing.com f� rr eyed r t r `t ¢i r to a. Y a V�� {+ e s .f t r, •^t� MIS- t .S t • I k Q 1 .� ..r 1 f� :+.ke 1 •^� i ... ._ _. .._ 1 ♦ 1 r y� 7 �� i f„� ��, t e L �'� FIELD INSPECTION REPORT DATE COMMENTS 04 � ro FOUNDATION(1ST) ------------------------------------- FOUNDATION (2ND) •/P•aa 04,r4 c' o1i roan, a ati ort O'A I je- 'I'1 S Avinln i I�SUIa.'1 • ROUGH FRAMING& ,,1_, •l PLUMBING (O r INSULATION PER N.Y. STATE ENERGY CODE V LV ny c o FINAL l ' ADDITIONAL COMMENTS S" C Z ? oL, 01 ec 1o31 d77 z L7 56 79O z . Q H W 0 O z I>tv d C�7 ro H ��o�g�fFOG� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT n �� For Office Use Only 1DJ r-, /n APR q 7 PERMIT NO. lY Building Inspector: 1 2022 BUILDING V tr i Applications„and forms must be filled out in their entirety. Incomplete TOWN OF SOU applications will not be accepted. Where the Applicant is not the owner,an n►OLD Owner's.Authorization form(Page 2)shall be completed. Date: OWNER( )OF PROPERTY: Name:Roger Chudzik - _.. --_ -Tsalvl#1000-078.0-04.00-025.0 Project Address:625 Corey Creek Lane,_Southold,. NY_11971__ __-- - _._ Phone#: Email: Mailing Address:625 Corey_Creek Lane,.Southold,_NY 11971_ „ CONTACT PERSON:, Name:Roger Chudzik Mailing,Address:625 Corey Creek Lane,.Southold, NY 11971___._ Phone#:6314075575 _ Email:rchudzik@comcast.net DESIGN'PROFESSIONAL INFORMATION: Name:Esteban Lopez Mailing Address:210 Southaven Ave., Medford, NY 11763 Phone#:6315066474 _. - _- Ema�l:,elopez@arqui-con.com CONTRACTOR INFORMATION: Name:Eli Construction Mailing Address: 1490 William_.-Floyd Pkwy #109, Shirley, NY 11967 Phone#:6318695171 -- _-_ _._ Email:info@eliconstruction.com __-- DESCRIPTION:OF PROPOSED.CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes *No 1 1 PROPERTY INFORMATION Existing use of property: 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 property? ❑Yes R No IF YES, PROVIDE A COPY. '8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE.4o the Building Department for•the issuance of a Building Permit pursuant tdthe 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,remo%'ial orAemolition'as herein descr bedrThe 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,inisdemeanor'pursuant to Section 216.45W the New York State Penal Law. Application Submitted By(print name): Roger Chudzik ❑Authorized Agent 99 Owner Signature of Applicant: Date• STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Roger Chudzik being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the owner (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 0''II* /� — day of Yi?/1�— , 20 Notary Public CAROLINE M MACARTHUR NOTARY PUBLIC-STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION No.01 MA6384635 Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires 12-17-2022 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD a Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov a seandasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/17/22 Company Name: Integrated Electrical Solutions Inc. Electrician's Name: Stephen Baader License No.: ME-40151 Elec. email:ies2451442@gmail.com Elec. Phone No: 6312451442 ❑1 request an email copy of Certificate of Compliance Elec. Address.: POBOX 1162 Sound Beach NY , 11978 JOB SITE INFORMATION (All Information Required) Name: Roger Chudzik Address: 625 Corey Creek Lane Cross Street: Phone No.: 617 838-6483 Bldg.Permit#: -1 S4q email:info@eliconstruction.com Tax Map District: 1000 Section:0780 Block: 0400 Lot:0250 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Front Additionn(Converison from roof over to foyer) 5 New outlets and 6 new high but lights were installed F Square Footage: 141.98 Circle All That Apply: Is job ready for inspection?: YES [] NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑V NO Issued On Temp Information: (All information required) Service Size 1-11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION Il Z_ 9F _ .0 10311 oh S o oe Town Hall Annex ` �~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 � + Southold, NY 11971-0959 10 BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS TYPE_CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: C62� Owner: Roger Chudzik Location of Property: 625 Corey Creek Lane, Southold, NY 11971 Please take notice that the (check applicable line): New commercial or residential structure V Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) V Timber construction (TC) in the following location(s) (check applicable line): J Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:. _ Name (person submitting this form): Roger Chudzik Capacity(check applicable line): V Owner Owner representative TrussRegMdocx Effective 1/1/2015 y YORE workers' CERTIFICATE OF INSURANCE COVERAGE TATE Compensation Board, NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier la.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured ELI CONSTRUCTION SERVICES INC 631-332-0883 PO BOX 366 SHIRLEY,NY 11967 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Onlyrequired if coverage is specificallylimited to 461550346 certain locations in New York State,i.e.,Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Roger Chudzik 3b. Policy Number of Entity Listed in Box 1 a" 625 COREY CREEK LANE DBL615984 Southold, NY 11971 3c.Policy effective period 06/03/2021 to 06/02/2023 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. F1 B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described 4/14/2022 above. i�/ 4440, 4f Date Signed Y (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (only if sox 413,4C or 513 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed BY (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance canters licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 11111111 21111111 .0 Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage (Certificate)to the entity listed 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 cancelled 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 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 confers 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 NYS disability and/or Paid Family.Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits 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 Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, . and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (12-21)Reverse 1 DATE(MWOD/YYYY) ALS o CERTIFICATE OF LIABILITY INSURANCE 04/13/2022 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(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). CONC PRODUCER NAME: Cotten Coverage Insurance PHONE 6316984776 FAx 6316986091 530 Horseblock Road A/C No): P.0.Box 557 ADDRESS: Farmingville,NY 11738 INSURERS AFFORDING COVERAGE NAIC# INSURER A: Evanston Insurance Company 42846 INSURED ELI Construction Services Inc INSURER B: Merchants Insurance Company 26352 PO Box 366 INSURER C: Shirley,NY 11967 INSURER D INSURER E 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. ADDL S BR POLICY EFF POLICY EXP ILTR TYPE OF INSURANCE POLICY NUMBER MM/DD/YYVV MM/DD/YYYV LIMITS A COMMERCIAL GENERAL LIABILITY 3FA3956 03/09/2022 03/09/2023 EACH OCCURRENCE $ 2,000,000 DAMAGE TO RENTED 1 OO,000 CLAIMS-MADE IV OCCUR PREMISES Ea occurrence $ MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY E]PRO LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JECT OTHER: B AUTOMOBILE LIABILITY CAP1074807 12/29/2021 12/29/2022 COMBINED SINGLE LIMIT $ 300,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS (Po ROPERTY DAMAGE HIRED NON-OWNED Peraccident $ AUTOS ONLY AUTOS ONLY UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION $ PER I OTH- WORKERS COMPENSATION STATUTE I I ER AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ (Mandatory In NH) If yes,describe under E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Roger Chudzik ACCORDANCE WITH THE POLICY PROVISIONS. 625 COREY CREEK LANE ^ Southold,NY 11971 AUTHORIZED REPRESENTATIVE '00; WI V ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD l NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D � ^^^^^^ 461550346 COTTEN COVERAGE INSURANCE 530 HORSEBLOCK RD 0 PO BOX 557 SCAN TO VALIDATE FARMINGVILLE NY 11738 AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ELI CONSTRUCTION SERVICES INC ROGER CHUDZIK P 0 BOX 366 625 COREY CREEK LANE SHIRLEY NY 11967 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11412494-5 820720 02/23/2022 TO 02/23/2023 4/13/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1412 494-5, 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.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. ELI CADENILLAS PRESIDENT OF A ONE PERSON CORPORATION ELI CONSTRUCTION SERVICES INC THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. 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 SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:232482623 U-26.3 nw, So r own- N., n�AA.Io 2 v7ggg,-,�Ae W� Z N a RE 090SAT�Spg WOWD I i -- --------- _aTAN", E,20 IIEVEN WA NOW!& Rojas Wmp A A WW= A I I j, Ri: it ACI. & MAE MCI. NT- _­7 SY115JA All VNIP A��o 4 �t 6K {.f= TMA all" FOXY Ali Mw its WIN m Zv Now! • I Wf7j. DIN gmi.TO Mza,,�-Iji e"Ti"N.� i.P"' 'X4sitIfa.R aar— 9. NOW W9 UPS"Ah K-1 MAIM BA Y-VIE L07'2(3 . 236.02 Stk in N.9 geF a rb ^t - is N. 83.2(`30 ;c • srK ser poart% r- rr 3 5s Rfl den_ag A � \' pha if pPatbw �'�- Rin •� - n Q N _ 4 , DD boa? b •p eas 7" cn rnn 3 k p23.f0' , of f3�Z i�f�. S_8�•D3'SO"M'- .• _ .�A�OF•�E�i�G 1 Ior 22 $ZIRVEY OF vr�cezaf �` a jS L O T' L.. ! �•i N q POREY .CRFX li EFS?Arf ' w Aft-AM dtl6.,w,l9S� .GS MSdP•,R/p,4323 ia aceordar= wif t'ae vRetri= R m j'c• starzcrards kr title SUMP cs WaBri and by �� R m !� ' �BAYV1ENr the LLA-L&anr] approved nod ddopted li�YS.t .496119 �! TOPIN or.sourHOLDfor aarJi use by 7be MQW Yolk skdd turd 016) 727--7118 SUFFpL ff COUNTY, NX �''�" /396 ROANOKE AVE. � SCALA'./ -:3c� R/VE 'NEA11,$VY.,!/9Q! 6 o2-4 VAY 9, 1985; SEPT: 17, (98,5; pE�.26,#985 °� i DG�OC��Io GENERAL NOTES(MASONRY) BUILDING&PLANNING GENERAL NOTES „C H U DZI K RESIDENCE" ° 1. ALL WORK SHALL COMPLY WITH T E 2020 NYS RESIDENTIAL CODE RINTING AS ADOPETED BY NEW (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN,THE FOLLOWING NOTES SHALL TABLE R301.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA YORK STATE AND ALL OTHER APPLI ULATIONS OF AGENCIES HAVING APPLY) JURISDICTION. ENGINEERED STRUCTURAL COMPONENTS COMPLIANCE PER ASCE 7-16 8 2020 ECCC 1.ALL EXISTING MASONRY WALLS ARE TO BE BRACED DURING CONSTRUCTION 625 COREY CREEK LANE SUBJECT TO DAMAGE FROM 2%M(M lU1 110 cZDC M NYS. UNTIL PERMANENTLY RESTRAINED AT THE TOP. GROUND WINTER ICE BARRIER AIR MEAN 4„ � WIND SNOW PE"'- SEISMIC FROST LINE ::ARCHITECTURE -::CONSTRUCTION:: 2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2.LAP SPLICE REINFORCING FOR MASONRY A MINIMUM OF 48 BAR DIAMETER OR 2 S O U T H O L D N Y 11971 EXPOSURE (mph) DESIGN BUILD-SITE PLANNING-INTERIOR 3. LARGE SCALE DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. WHICHEVER IS GREATER, LOAD DESIGN f WEATHERINGa DEPTH6 TERMINTE� DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL UNLESS NOTED OTHERWISE. CATEGORY DESIGN-ENGINEERING-LANDSCAPE 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS AT THE JOB AND THE OWNER OR TEMPe REQUIREDh HAZARDS9 INDEX! TEMPI DESIGN-RENNOVATIOTS-EXTENSIONS- ENGINEER MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN 3. PROVIDE VERTICAL WALL REINFORCING IN FIRST CELL NEXT TO CONTROL HEALTH DEPARTMENT-EXPEDITING- PERMIT-DESIGN CONSULTATION ON THE DRAWINGS. JOISTS. D 20 140 B/C SEVERE 36" mod/huy 15 YES N/A 599 51.0 10 SOUTHAVEN AVENUE MEDFORD,Ny 11763 5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD AND BE 4.CONTRACTOR SHALL FURNISH ALL PLATES, CLIP ANGLES, CONNECTIONS, COUNTY TAS MAP ■ Phone:6315066474 Email:ELOPEZ�IRQUI-CON.COM FILL �O479 RESPONSIBLE FOR THE COORDINATION OF THE WORK WITH RESPECT TO MAINTAINING& ERS, NAILED HOLES, For SI: 1 pound per square f t kPa, 1 mile per hour=0.447 m/s. Pnone:s315041Es3EmaiC uu�aRQui-coN.coM PROTECTING THE DWELLING EXISTING HVAC, ELECTRICAL, PLUMBING AND OTHER SYSTEMS. ETC., REQUIRED FOR THE COMPLETION OF THE STRUCTURE EVEN IF EVERY SUCH 6. ALL DIMENSIONS AND LOCATIONS OF EXISTING STRUCTURAL AND ARCHITECTURAL COMPONENTS ITEM IS NOT SHOWN ON DRAWINGS. A.Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code.The weathering column shall be filled in with the weathering SHALL BE VERIFIED BY THE CONTRACTOR AND COORDINATED WITH THE NEW STRUCTURAL 5.PROVIDE LOOSE LINTELS OVER ALL OPENINGS IN EXTERIOR AND INTERIOR IJV��IJV��Wo 1000-078.0-04.00-025.0 index, "negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(3).The grade of masonry units shall be determined from ASTM C 34,C 55, C 62,C 73, C 90, C 129, C 145,C ELEMENTS PRIOR TO DEMOLITION, FABRICATION OR CONSTRUCTION.ANY DISCREPANCIES SHALL BE MASONRY WALLS AS216 or C 652. LISTED BELOW EXCEPT WHERE OTHERWISE DETAILED ON THE DRAWINGS: i - - - - - - - -- - - - - - - - - i B.The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade. REPORTED TO THE ARCHITECT OF RECORD BEFORE PROCEEDING. C.The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. D.The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)A].Wind exposure category shall be determined on a site-specific basis in 7. PATCH VOIDS IN WALLS CAUSED BY REMOVAL OF ACCESSORIES OR FIXTURES TO MATCH ADJACENT MASONRY OPENINGS LINTEL FINISHES. 8. ALL EXISTING SPACES SHALL BE KEPT CLEAN, CLEAR,ACCESSIBLE AND USABLE DURING 4-11 OR LESS 4 x 3 1/2.x 3/8,� I I accordance with Section R301.2.1.4. - a.3-1/2"LEGS ARE HORIZONTALI I E.The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the International Plumbing Code. Deviations from the Appendix D CENTURY CONSTRUCTION AND PREMISE SHALL BE BROOM CLEANED AT THE END OF EACH WORK DAY. b.PROVIDE ONE ANGLE FOR EACH 3-3/4 IF WALLTHICKNESS temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. 9. MATERIAL STORAGE OR PLACEMENT SHALL NOT EXCEED LOADING CONDITIONS FOR ANY SPECIFIC I I CENTURY TESTING&CONSULTING,INC: c.LENGTH OF LINTELS =MASONRY OPENING + 1 -6 F.The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. LOCATION.VERIFY CONDITIONS WHEN IN DOUBT. d.VERTICAL LEGS SHALL BE BOLTED TOGETHER WHEN CLEARSPAN OF OPENING I �I I tel Regent Drive,Westbury,NY 11590. �� G.To establish flood hazard areas,each community regulated under Title 19, Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a flood telf:(516)354-1145 10. SUBSTITUTIONS MAY ONLY BE MADE WITH THE NOTIFICATION AND APPROVAL OF THE BUILDING OVER 6-0 I I hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study Email:infoQcentu testin .corn INSPECTOR AND THE ENGINERRIN OF RECORD. ry g ADD MORE NOTES I ; I for the community, as amended or revised with:The accompanying Flood Insurance Rate Map(FIRM), Flood Boundary and Floodway Map(FBFM),and Related supporting data along with any revisions thereto.The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. MATERIALS AND STRUCTURES REMOVAL WORK j H. In accordance with Sections R905.1.2, R905.4.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction 1. MATERIALS AND ASSEMBLY REMOVALS WORK SHALL BE DONE IN STRICT CONFORMANCE WITH CONCRETE: I I shall fill in this part of the table with"YES."Otherwise, the jurisdiction shall fill in this part of the table with"N0." " LOCAL AND STATE REGULATIONS, INCLUDING ALL PERMITS AND UTILITY CUTOFFS. I I.The jurisdiction shall fill in this art of the table with the 100- ear return period air freezing Index(BF-days)from Figure R403.3 2 or from the 100- ear 99 percent)value on the National Climatic Data !� e"�✓ �``. 2. ALL DEBRIS AND CONSTRCTION MATERIALS (C&D) FROM MATERIALS REMOVALS SHALL BE REMOVED 1.THE CONCRETE DESIGN IS BASED UPON CONCRETE MIX YIELDING MINIMUM I j P Y P 9 ( Y ) 9 ( ) Y ( P ) , Center data table"Air Freezing Index-USA Method(Base 32°F)." \ FROM THE SITE BY THE CONTRACTOR AND LEGALLY DISPOSED OFF. �- , �• COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.CONCRETE DESIGN MIX SHALL BE 3. MATERIALS AND ASSEMBLY REMOVALS WORK IS TO BE EXECUTED SO AS NOT TO DISTURB EXISTING I I J.The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 320F)." j IN ACCORDANCE WITH ACI-318(LATEST VERSION). NO K.In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic winds speed-up effects,the jurisdiction shall fill in this art of STRUCTURAL AND ROOFING SYSTEMS,EXCEPT WHERE NOTED.VERIFY ALL CONSTRUCTION TO BE I I 9 9 9P P j p REMOVED IS NOT INTEGRAL TO STRUCTURAL SYSTEM PRIOR THE REMOVAL. CHLORIDES SHALL BE ALLOWED. HAL I I the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 4. PROVIDE ALL TEMPORARY BARRICADES, RAILINGS, LIGHTING, ETC.REQUIRED TO PROTECT THE 2' LAPS,SPLICES,TIES,AND EMBEDMENT LENGTHS FOR REINFORCING STEELS L L. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific WORKMEN, OWNER'S PERSONNEL AND OTHERS FROM INJURY DUE TO REMOVALS WORK.PROVIDE BE IN ACCORDANCE WITH A.C.I."MANUAL OF STANDARD PRACTICE, DETAILS,AND I" requirements. Otherwise,the jurisdiction shall indicate"NO"in this part of the table. -- FREE AND SAFE PASSAGE OF PERSONS TO AND FROM AREAS AND FACILITIES WHICH ARE TO DETAILING OF CONCRETE REINFORCEMENT',A.C.I. E A.C.I. 315,AND IN M. In accordance with Section R301.2.1.2.1,the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. . ACCORDANCE WITH C.R.S.I.STANDARDS. CONCRETE WORK SHALL BE IN STRICT N.The round snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2 5 for sites at elevations u to 1000 feet. Sites at elevations above 1000 feet shall have REMAIN. I ' -- ��,�'�--�,::,�.-:-- 9 9 9 9� 9 O P ACCORDANCE WITH A.C.I.STANDARD SPECIFICATION FOR CONCRETE AND - 'y =" y; their round snow load increased from the ma value f r 5. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST WEATHER- RAIN,WIND, xi s� » g e pped a ue by 2 ps for every 100 feet above 1000 feet. .., i REINFORCED CONCRETE.CONCRETE PLACEMENT SHALL CONFORM TO A.C.I.301 AND STORM, FROST OR HEAT-SO AS TO MAINTAIN ALL WORK, MATERIALS, EQUIPMENT AND FIXTURES A_C.I.318. I _ MEP NOTES 2: FREE FROM DAMAGES. REPAIR ANY DAMAGE TO PROPERTY OF THE OWNER WHICH IS TO REMAIN IN 3.COMPRESSION EMBEDMENT LENGTH SHALL BE 30 BAR DIAMETERS UNLESS NOTED ="Y _ _ USE,OR THAT OF ANY PERSON, OR PERSON ON OR OFF THE SITE CAUSED BY THE REMOVALS WORK OTHERWISE. I 'K " ~ j`}_ SECTION R403.3.2/N1103.3.2 SEALING (MANDATORY). DUCTS,AIR HANDLERS,AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. 6. PERFORM THE REMOVAL WORK IN SUCH A MANNER AS TO PREVENT DUST AND FIRES. REMOVE 4.CLEAR DISTANCE BETWEEN ADJACENT LAYERS OF REINFORCEMENT SHALL BE 2 _.... _... _ zs a _ ._... SHALL COMPLY WITH EITHER THE INTERNATIONAL MECHANICAL CODE OR IRC,AS APPLICABLE. ARCHITECTURAL SYMBOL ACCUMULATED DEBRIS PROMPTLY.ALL DEBRIS SHALL BE DISPOSED OF IN A LEGAL,WORKAN-LIKE INCHES MINIMUM UNLESS NOTED OTHERWISE. AIR-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED WITHOUT ADDITIONAL JOINT SEALS. LEGEND MANNER. 5.THE CONTRACTOR SHALL BE ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF WATER COLUMN (500 PA),ADDITIONAL CLOSURE Room name 7. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, FURNISHINGS AND DECOR INDICATED ON THE DRAWINGS WHERE ESSENTIAL TO CONTRACTIBILITY,SUBJECT TO SYSTEMS SHALL NOT BE REQUIRED FOR CONTINUOUSLY WELDED JOINTS AND SEAMS,AND LOCKING-TYPE JOINTS AND SEAMS OF OTHER 101 SHEET LIST THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. -ROOM NAME TAG ITEMS SHALL BE STORED AND PROTECTED FROM DAMAGE UNTIL THE OWNER DETERMINES THE ENGINEER'S APPROVAL. ":u,,,;��c;,�„„t COURSE OF ACTION TO BETAKEN WITH SAME. 6.SUBJECT TO ENGINEER'S APPROVAL, BARS MAYBE SHIFTED SLIGHTLY IN THE FIELD sheet Current Current Revision SECTION R403.3.2.1/N1103.3.2.1 SEALED AIR HANDLER. AIR HANDLERS SHALL HAVE A MANUFACTURER'S DESIGNATION FOR AN AIR WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED, ITEMS, OR OTHER Number Sheet Name Drawn By Revisio,Date Description Checked By Sheet Issue Date LEAKAGE OF NO MORE THAN 2%OF THE DESIGN AIR FLOW RATE WHEN TESTED IN ACCORDANCE WITH ASHRAE 193. 8. PROTECT AND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO REMAIN IN SERVICE IN SUCH A OBSTRUCTIONS. 00-CO COVER PAGE/SITE PLAN J.RUBIO 05/25/2(22 TOWN COMMENTS E.LOPEZ 03/22/2022 SECTION R403.3.3/N1103.3.3 DUCT TESTING(MANDATORY). DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF 1 SIM MANNER AS TO AVOID INTERRUPTION OF THESE LINES.CAP ALL UTILITY LINES TERMINATED BY THE 7. HOOKS AND BENDS SHALL BE IN ACCORDANCE WITH ACI 318. A-01 PROPOSED PLANS/SECTIONS J.RUBIO Os/2s/2Q22 TOWN E.LOPEZ 03/22/2022 THE FOLLOWING METHODS: DEMOLITION WORK IN A MANNER APPROVED BY THE GOVERNMENTAL AUTHORITIES AND UTILITY TOWN -SECTION CUT 8. PLACEMENT,CLEARANCES,AND MINIMUM CONCRETE COVER FOR REINFORCING ROUGH-IN TEST. TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF A101 COMPANIES HAVING JURISDICTION. Gra PROPOSED/EXISTING ELEVATIONS J.RUBIO I-LOPEZ 03/22/2022 0.1 INCH WATER GAGE 25 PA ACROSS THE SYSTEM INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE IF INSTALLED AT THE A(� SHALL BE PROVIDED IN ACCORDANCE WITH A.C.I.318. ( ) 9. PROVIDE DUST-TIGHT PARTITIONS BETWEEN AREA'S WHERE DEMOLITION WORK IS BEING Grand total: ' PERFORMED AND AREA'S WHICH ARE FINISHED OR IN USE SO THAT THE EXISTING AREA'S TO REMAIN 9• BOTTOMS OF EXCAVATIONS AND EARTHEN FORMS SHALL BE FLAT, LEVEL,TRUE TO TIME OF THE TEST. ALL REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. SIM WILL BE LEFT FREE OF ALL DUST AND DEBRIS AS A RESULT OF THE CONSTRUCTION OPERATIONS. GRADE AND LINE,AND COMPLETELY FREE OF LOOSE DIRT, DEBRIS,AND SLUSH. ECNYS-2018 CODE-CLIMATE POST-CONSTRUCTION TEST. TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH WATER GAGE(25 PA) 1 -DETAIL CALLOUT DAMPEN EARTH AGAINST WHICH CONCRETE IS POURED JUST PRIOR TO THE POUR, ACROSS THE ENTIRE SYSTEM, INCLUDING THE MANUFACTURERS AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR A101 10. ANY AND ALL CONDITIONS NOT SHOWN HEREON AND UNCOVERED IN THE FIELD SHALL BE BROUGHT BUT DO NOT POUR INTO TRENCHES WITH STANDING WATER. � ENERGY CODE FOR OTHERWISE SEALED DURING THE TEST. No. Description Date TO THE ATTENTION OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY, PRIOR TO ANY ACTION ADDITION EXCEPTION: View Name 1 TOWN 05/25/2022 INVOLVING SAME. ZONE 4A A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED WHERE THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN THE8„ -DETAIL VIEW TAG COMMENTS 11. ALL EXISTING ELEMENTS TO REMAIN SHALL BE PROTECTED DURING DEMOLITION. BUILDING PLAN REVIEW NOTE GLAZING (15%) BUILDING THERMAL ENVELOPE. A WRITTEN REPORT OF THE RESULTS 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND/OR SHORING FOR ALL ( 5/o)(NYECCC 2018) OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. (BECAUSE THE DUCTS WILL STRUCTURAL WORK AS REQUIRED FOR STRUCTURAL STABILITY DURING ALL PHASES OF ZONE: 4A SUFFOLK BE INSTALLED OUTSIDE THE BUILDING THERMAL ENVELOPE,THIS EXCEPTION WOULD NOT APPLY.) (1.-0-)x(1--0") SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE NEW YORK STATE GLAZING: U=0.32 TOWN BUILDINGS PLANS EXAMINAR SHALL REVIEW THE ENCLOSED DOCUMENT CONSTRUCTION. FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN AS P G ' 4 II NEW EXCEPTION ADDED TO 2018 I NG IRC SILL@(SIH Height) -WINDOW TAG CODE NOTES OF NEW YORK.THIS REVIEW DOES NOT GUARANTEE COMPLIANCE AS AN -R-30 A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED FOR DUCTS SERVING HEAT OR ENERGY RECOVERY VENTILATORS THAT ARE NOT CEILING : " NvD 011] 1. ALL WINDOWS TO MEET CODE REQUIREMENTS FOR LIGHT,VENT,AND EGRESS. ATTESTATION THAT,TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION, INTEGRATED WITH DUCTS SERVING HEATING OR COOLING SYSTEMS. SECTION R403.3.4/N1103.3.4 DUCT LEAKAGE(PRESCRIPTIVE). THE TOTAL LEAKAGE OF THE DUCTS, MEASURED IN ACCORDANCE WITH 1i 2. CONTRACTOR SHALL REVIEW WITH OWNER•MANUF./MODEL#/SIZES/LOCATION AND GRILLE THE WORK IN THIS DOCUMENT WALL: R-15 SECTION R403.3.3/N1103.3.3, SHALL BE AS FOLLOWS: -IS ACCURATE, FLOOR: RL: ROUGH-IN TEST. THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CUBIC FEET PER MINUTE(113.3 UMIN)PER 100 SQUARE FEET ) ) -DO CIR TAG PATTERNS OF ALL WINDOWS AND DOOR5 PRIOR TO ORDERJNG FOR CONSTRUCTION. 1'-0" 3. OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED AS PER IRC,SECTION -CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION, BASEMENT WALL: R-13. (9.29 M2)OF CONDITIONED FLOOR AREA WHERE THE AIR HANDLER IS INSTALLED AT THE TIME Cel THE TEST. WHERE THE AIR HANDLER IS 101 R310.ALL SLEEPING ROOMS&HABITABLE SPACES LOCATED IN BASEMENTS AND HABITABLE ATTICS -CONFORMS WITH REASONABLE STANDARS OF PRACTICE AND WITH VIEW TO THE CRAWL SPACE WALL: 11,13 NOT INSTALLED AT THE TIME OF THE TEST,THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 3 CUBIC FEET PER MINUTE(85 UMIN) SHALL HAVE A MINIMUM OF ONE(1) EMERGENCY ESCAPE&RESCUE OPENING WITH A MAXIMUM SILL SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE, PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED FLOOR AREA. 1Q -REVISION TAG HEIGHT OF 44"ABOVE THE FLOOR, MINIMUM 5.7 SQUARE FOOT NET AREA, MINIMUM 24"CLEAR -IS THE RESPONSIBILITY OF THE LICENSEE, THE PROJECT PRESENTED ON THE FOLLOWING PAGE IS CONSIDERED POST-CONSTRUCTION TEST. TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CUBIC FEET PER MINUTE(113.3 UMIN)PER 100 SQUARE HEIGHT&MINIMUM 20"CLEAR WIDTH.ALL LOCATION OF EMERGENCY WINDOWS AND SIZES LOCATED ALTERATION LEVEL 2 SHALL BE IN COMPLIANCE WITH 2020 RESIDENTIAL FEET(9.29 M2)OF CONDITIONED FLOOR AREA. sD -SMOKE ON FLOOR PLANS CODE NYS APPENDIX J SEC AA SECTION R403.3.5/N1103.3.5 BUILDING CAVITIES(MANDATORY). BUILDING FRAMING CAVITIES SHOULD NOT BE USED AS DUCTS OR O DETECTOR CONCRETE AND FOUNDATION EXISTING CONDITION CHECKLIST PLENUMS. cvnnRnl PROJECT INFORMATION 1. THE GRADE SHALL BE SLOPED AROUND THE FOUNDATION AS PER IRC,SECTION R401.3. SECTION R403.3.6/N1103.3.6 DUCTS BURIED WITHIN CEILING INSULATION. WHERE SUPPLY AND RETURN AIR DUCTS ARE PARTIALLY OR -CARBON MONOXIDE [X]THE MECHANICAL SYSTEM IS ADEQUARE TO HANDLE THE ADDITIONAL AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME cM Address: COMPLETELY BURIED IN CEILING INSULATION,SUCH DUCTS SHALL COMPLY WITH ALL OF THE FOLLOWING: DETECTOR SYMBOL 2. PROVIDE FOUNDATION WATERPROOFING I DAMPPROOFING AS PER 2015 IRC, SECTION R406. LOADS IMPOSED BY THE NEW ADDITIONAWALTERATIONS 2)5 TON UNITS& CONSTRUCTION MANUAL SUPPLY AND RETURN DUCTS SHALL HAVE AN INSULATION R-VALUE OF NOT LESS THAN R-8.S 625 COREY CREEK 3. ALL CONCRETE FOR CAST IN PLACE WORK SHALL BE STONE CONCRETE WITH A MINIMUM 28 DAY OIL FIRED (WFCM)2018 IRC IR 2018 WFCM . - - - - LANE, SOUTHOLD, NY VE COMPRESSIVE STRENGTH OF 4000 PSI. 105,000 BTU BOILER CFM BATHROOM 4. NO ADMIXTURES SHALL BE ALLOWED WITHOUT PRIOR REVIEW AND ACCEPTANCE BY THE ENGINEER. THE FOLLOWING PROJECT MEETS ALL REQUIREMENTS OF THE DESIGN VENT 11971 5. ALL REQUIREMENTS FOR BATCHING, MIXING, FINISHING, CURING, ETC.SHALL BE AS PER ACI 301. AND COMPLIES WITH THE 1NTERNATION RESIDENTIAL CODE 2018 �GFI -GF'I OUTLET ALL REINFORCING STEEL FOR RETAINING WALLS SHALL CONFORM TO ASTM A615 GRADE 60, [X]THE EXISTING ELECTRICAL SERVICE IS ADEQUATE FOR PROPOSED EDITION, ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE AND ADEQUATELY SUPPORTED.ALL BARS ADDITIONS/ALTERATIONS. INSTALL ADDITIONAL BREAKERS TO SERVICE THE 2020 NYS UNIFORM FIRE PROVENTION AND BUILDING CODE.2020 STATE SCOPE: MARKED"CONTINUOUS"(CONT.)SHALL BE LAPPED 40 BAR DIAMETERS UNLESS OTHERWISE NOTED. CIRCUITS ENERGY CONSERVATION CONSTRUCTUION CODE R -RANGE OUTLET I.PROPOSED FRONT DECK 10'7'X 8' 8; ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED VIRGIN SOIL, INCLUDING INTERIOR FOOTINGS. 2" (86.20 S.F.) ASSUMED SOIL BEARING CAPACITY 2,000 PSI. *NOTE: PROPOSED FRONT ADDITION 41.98 [X]THE EXISTING BUILDING MEETS 2020 BUILDING CODE-SEE RESCHECK NOTE: USE DOUGLAS FIR-LARCH#2(OR BETTER) -DUPLEX OUTLET S.F.(CONVERSION FROM ROOF OVER REPORT SPECIES AS PER N.Y.S.C. R502.3.1(2) MAIN BAYVI EW ROAD TO FOYER) FRAMING FLOOR JOIST SPANS FOR COMMON LUMBER(OR BETTER) 3.PROPOSED EGRESS WINDOW IN 1. THE PLANS HAVE BEEN DESIGNED AS PER THE WOOD FRAME CONSTRCUTION MANUAL(WFCM 2015 SPECIES AS PER N.Y.S.C. R802.5.1(2) -COMMUNICATION UNFINISHED BASEMENT(11.11 S.F.) EDITION). *NOTE: USE DOUGLAS FIR-LARCH#2 All exterior lighting Ln OUTLET 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING,SHORING AND PROTECTING ALL TABLE R401.4.1 RAFTER SPANS FOR COMMON LUMBER installed,replaced or �'`t -LIGHT SWITCH Al WORK DURING CONSTRUCTION,AGAINST DAMAGE, BREAKAGE,COLLAPSE, DISTORTION AND PRESUMPTIVE LOAD-BEARING VALUES OF IGNMENT IN ACCORDANCE WITH APPLICABLE CODES,STANDARDS&GOOD PRACTICE. FOUNDATION MATEIRALS repaired shall conform Col. SINGLE 3. PROVI OIS =NYS, RC, SECTION R318. to Chapter 172 N 83°21'30"E ,�, -LIGHT SWITCH DOUBLE 4. PROVIDE FI BLOCKING AS PER CTI'ON R302.11 AND R602.8 LOAD-BEARING of the Town Code 236.02' 5. PROVIDE"SIM 1 RON6=�IESOR TO FLOOR CONNECTIONS AND ROOF TO PIATE TO PRESSURE EMERGENCY ESCAPE AND RESCUE WINDOWS - - - - - - - - - - - - - - -LIGHT SWITCH DOUBLE STUD CONNECTIONS. [TYP.) (pounds per SECTION R310.1 I: E 6. ALL STRUCTURAL WOOD FRAMING TO BE DOUG FIR LARCH#2 OR BETTER@ 16"O.C. square foot) 7. PROVIDE 5/8"DIA.ANCHOR BOLTS WITH WASHERS AND NUTS AT ALL EXTERIOR WALL TO CLASS OF MATERIAL R310.1.1 Minimum opening area.All emergency escape and rescue I EXISTING POO 10 -RECESSED LIGHT 120V CONNECTED THE WOOD SOLE PLATE TO THE FOUNDATION. THE ANCHOR BOLTS SHALL HAVE A MIN. 12,000 openings shall have a minimum net clear opening of 5.7 square feet(0.530 O I EXISTING _ 1040.40 S.F. OF 7" ENBEDMENT INTO THE CONCRETE WALL OF GROUTED CELL OF CONCRETE MASONRY UNITS. Crystalline bedrock m2)• �7 � ASPHALT DRIVEWAY G N ( ) THE ANCHOR BOLTS SHALL BE LOCATED NO MORE THAN 48"O.C.FOR A SINGLE STORY STRUCTURE 0 4T s, IST►N -12"'X12"SUPPLY AIR AND 36"O.C. FOR ATWO-STORY STRUCTUREI C R BOLTS SHALL BE ALSO PLACED Sedimenta and foliated rock 4,000 Exception: Grade floor openings shall have a minimum net clear opening WooD DECK Sedimentary of 5 square feet(0.465 m2). rn N S.. SITE DATA: N 6"FROM ALL CORNERS AND TWO PER SILL LA E WIT IN 1 "OF E CH END BO RD. n P 3,000 R310.1.2 Minimum opening height.The minimum net clear opening ••� Z 358' 273 ooF A "' 27 s (1039.50 N I -5"X14"SUPPLY AIR COUNTY TAX MAP NUMBER: 8. PROVIDE TERMITE SHIELD PROTECTION A PER 2020 NYS (R31 8). 1� Sandy gravel and/or gravel(GW and G ) height shall be 24 inches(610 mm). PLUMBER CERTIFICATION q I r o�R I T m N " ° 1000-078.0-04.00-025.0 9. PROVIDE DOUBLE FLOOR JOITS MINIMUM IN. N ER LL POI T ADS FROM ABOVE, UNDER ALL R310.1.3 Minimum o enin width.The minimum net clear o enin wid o o N � -6"X16"SUPPLY AIR SITE AREA:23 368 S.F P 9 P 9 1'N LEAD CONTENT BEFORF o 41.98 ST) x -+ N I ' PARALLEL PARTITION WALLS AND BATH TU B N U ALL POST FROM FLOOR ABOVE. Sand,silty sand,calyey sand,silty gravel and clayey gravel 2,000 shall be 20 inches(508 mm). U! I N $in 3.� �$z is 2�,w `D _ EXISTING AREA: 2025.04 S.F. 10. HOLD DOWNS SHALL BE INSTALLED AT LOCATIONS SHOWN ON PLAN.A CONTINUOUS LOAD PATH (SW, SP,SM,SC, GM and GC) CERTIFICATE OF OCCUPANt. �' o 2s.5' N m= p 2� `" �' `° I w CHIIMENY EXHAUST R310.1.4 Operational constraints.Emergency escape and rescue rn o 1 o.g FROM THE HOLD DOWN TO THE FOUNDATION SHALL BE MAINTAINED. REFER TO DETAIL SHEET FOR 1,500 openings shall be operational from the inside of the room without the use SOLDER USED IN WATER rn z` 358 y �6 m ZONED: R-40 RESIDENCE HOLD DOWN DETAIL. Clay,sandy clay,silty clay,clayey silt,silt and sandy silt of keys, tools or special knowledge. ` ,.PROPOSED FRONT Obi N rn�, I ® -FLOOR DRAIN FRONT SETBACK:40 SUPPLY SYSTEM CA NNC T DECK 10'T X B'2• =n m O (CL, ML, MH,and CH) Dn (82.20 S.F.) Q° PROPOSED 1ST FL.:41.98 S.F. MEP NOTES EXCEED 2/10 OF I% LF/' . r I n ® JO/ST/RAFTER/NFORMA7rON 1. ALL MECHANICAL SYSTEMS, EQUIPMENT,APPLIANCES, ETC.MUST BE LISTED&LABELED&INSTALLED 2.PROPOSED FRONT LOT AREA ADDrrIN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, LISTING I LABEL&THE CODE. I CONY RSIONON 8 3r TOTAL GROSS: 2067.02 S.F. S.F.(CONVERSION FROM 2. ALL FUEL, GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS SHALL BE EQUIPPED WITH A For SI: 1 pound per square foot=0.0479 kn/m2 I ROOF OVER TO FOYER) I - - BFAMINFORMA77ON a.When soil test are required by Section R401.4,the allowable bearing capacities ANDERSEN 3.PROPOSED EGRESS 23368 SF FLAME SAFEGUARD DEVICE,WHICH WILL SHUT OFF THE FUEL SUPPLY TOT B R R N THE tO WINDOW IN UNFINISHED BASEMENT 11.11 S.F) FLAME OR PILOT LIGHT IS EXTINGUISHED." of the soil shall be part of the recommendations. WINDOW - - - - I WALLS TO BE b.Where the building official determines that in-place soils with an allowable WDH3046 r ,r-�I PROPOSED SITE PLAN S 85°03'40"W 3. ALL EQUIPMENT SHALL PERFORM IN ACCORDANCE WITH TABLE N1103.1 THE 2020 NYS. Q ANDERSEN O REMOVED 4. ALL HVAC PIPING SHALL BE INSULATED IN ACCORDANCE WITH N1103.5.3 bearing capacity og less than 1,500 psf are likely to be present at the site,the 1/32"= 1'-0" 223.10' 5. DOMESTIC HOT WATER HEATING EQUIPMENT SHALL BE SUBJECT TO THE DARDS allowable bearing capacity shall be determind by a soils investigation WINDOW 0 -WALLS TO AS PER TABLE N1105.5.2(1)&N1105.5.2(2)AS APPLICABLE. OPENABLE CW135 REMAIN 6. OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LESS THAN 6 INCHES COMPLY WITH ALL CODES OF REA5.7 NEW YORK STATE & TOWN CODES (152 MM)ABOVE THE ROOF OR 6 INCHES (152 MM)ABOVE THE ANTICIPATED SNOW ACCUMULATION, DISCLAIMER S.F.MIN. z Owner: WHICHEVER IS GREATER. THESE PLANS ARE SOLELY PREPARED BY:ARQUICON i \\ a \` APPROVED AS NOTED AS REQUIRED AND CONDITIONS OF DESIGN LOADS ROGER CHUDZIK 7. PROVIDE SHUT-OFF VALVES SHALL BE PROVIDE FOR ALL PLUMBING FIXTURES. CONSULTING SERVICES.ARCHITECT is NOT RESPONSIBLE OR LIABLE FOR ANY DAMAGES HEREBY. 8. INTERIOR BATHROOMS TO BE MECHANICA N D I C ERI R WITH A MINIMUM 50 ARCHITECT WAS SOLELY HIRED AS A CONSULTING ARCHITECT,AND WAS ONLY INFORM OF THE DATE B.P. f "ADDITION & DECK" CFM EXHAUST FAN ON LIGHT SWITCH ASLR202�DNYSANDM1507. INFORMATION STATED ON THESE PLANS,AND TO THE BEST OF HIS KNOWLEDGE FULLY REVIEWED 36"MIN CLEAR 20"MIN.CLEAR ROOF LIVE LOAD 20 PSF GSL 1 AND APPROVED THAT THESE PLANS SATISFY,AND ARE AS PER BUILDING CODE REQUIREMENTS.ALL �7 i9. STARIWAY LIHGITNG SHALL BE PROVIDE A20 NYS, FEE: 33 - Y: �U 1 i ,SECTION R 3.7. INFORMATION SUCH AS ON-SITE MEASUREMENTS,TAKE OFFS,IXISTING CONDITIONS,AND NG BOARD10. PROVIDE RECEPTACLES SO THAT NO POIANY WALL SPACE IS MORE EVALUATIONS ARE RESPONSIBILITY OF THE CONSULTING SERVICES WHO ARE RESPONSIBLE FOR NOTIFY BUILDfN('1 ,7)EPARTI',11ENT AT $ ROOF DEAD LOAD 10 PSF THAN SIX FEET(6) MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE AS PER 2015 IRC, THESE DRAWINGS. I y RUSTEES Project number 18_119 � 765-1802 8 AM TO -. i-M FOR THE SECTION E3901.2.1. 'THE ARCHITECT HAS NOT BEEN RETAINED BY THE OWNER OR 4 FOLLOWING INSPECTIONS: • -DEC CEILING DEAD LOAD 10 PSF Date 25/5/2022 17:18:20 CONTRACTOR TO REVIEW OR INSPECT THE SITE.THIS PROJECT 11. BATHROOM AND OUTDOOR RECEPTCLES UNFINISHED BASEMENT, KITCHENSCLOSE TO THE TUB OR IS TO BE BUILT ON AND THE ARCHITECT ASSUMES NO RESPONSIBILITY 1. FOUNDATION - TUNO REQUIRED SHOWER, LAUNDRY AREAS OUND-FAULT CIRCUIT-INTERRRUPTER FOR THE SUITABILITY OF STRUCTURAL DESIGN TO THE PROPOSED FOR POURED CONCRETE ATTIC LIVE LOAD 10 PSF Drawn by J. RUBIO GFCI RECEPTICLES AS PE 2020 NYS SECTION E3902. SITE NOR FOR THE FAILURE OF THE DRAWINGS AND SPECIFICATIONS FINISH FLOOR OCCUPANCY ' OR) � 1 TO CONFORM IN ANY DEGREE WITH ORDINANCE AND LAWS APPLICABLE 2. ROUGH - FRAMING & PLUMBING - OR Checked by E. LOPEZ 12. PROVIDE CARBON MONOXID D I SID EACH SEPARATE SLEEPING AREA, AT THE SITE. 40 PSF IN COMMON AREAS IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND W RNIN APPLIANCE IS LOCATED 3. INSULATION USE IS UNLAWFUL FLOOR LIVE LOAD /� 'ARCHITECTURAL SERVICES ON THE PROJECT ARE TERMINATED WITH Sheet Name WITHIN A BEDROOM OR ITS ATTACHED BATHROOM AS R 2020 NYS. 1 THE PREPARATION OF THESE DRAWINGS AND SPECIFICATIONS.FOR ANY INTERMITTENT OR 20 CFM.CONTINUOUS 4. FINAL - CONSTRUCTION MUST 30 PSF BEDROOMS FUTURE QUESTIONS OR CONCERNS REGARDING THE CONSTRUCTION OF BE COMPLETE FCr-i C.O. COVER PAGE / SITE PLAN 13. THE ELECTRICAL CONTRACTOR OR GENERAL CONTRCA VIDE THE OWNER AND THE PROJECT,THE CONTRACTOR MUST MAKE ARRANGEMENTS WITH THE ARCHITECT BEFORE NOTE:WINDOWS ARE TO CONFORM WITH SECTION WITHOUT CERTIFICAT" BEUILDING DEPARTMENT HAVIN N A ELECTRICAL UNDERWRITERS CERTIFICATE AT THE BEGINNING THE CONSTRUCTION. R.303 ALL CONSTRUCTION SHALL MEET THE ` FLOOR DEAD LOAD 15 PSF COMPLETION OF THE COSNCT C 10 . FOR LIGHT VENTILATION, R.308 FOR GLAZING REQUIREMENTS OF THE CODES OF NEW OF OCCUPANCY HOR,zo,v�.�, r, OA I 14. PROVIDE SMOKE ALARMS AS P R 2020 NYS.A L UNITS SHALL BE HARD-WIRED. SPECIFICATION,AND SECTION R.310 FOR EMERGENCY YORK STATE. NOT RESPONSIBLE FOR 0-MPlL(3 SEC GUST) Sheet# ESCAPE AND RESCUE. DESIGN OR CONSTRUCTION� ERRORS. ELECTRICAL� WINDOWS MEET MIN.24"OPG. IN HEIGHT AND 20"IN EXPOSURE CAML E 111 1 WIDTH. INSPECTION REQUIRED 0 Us RETAIN STORM WATER RUNOFF GROUND SNOW LOAD 20 PURSUANT TO CHAPTER 236 .� . SEISMIC CATEGORY c Scale As indicated OF THE TOWN CODE. &.WATER.LINES NEEDr'-' 131 � 10RIM o- 20'-213116" 8'-7 1/16" 11'-7 3/4" EXISTING HCPSE (-=4-� f7(3'-1 ")X(0") o 4 :"ARCHITECTURE::•::CONSTRUCTION:: AmOl A-01 4s'_s ys• I DESIGN BUILD-SITE PLANNING-INTERIOR DESIGN-ENGINEERING-LANDSCAPE REF. s'-71/1s" 11'-31/8" a'-s1/2" r-s" I DESIGN-RENNOVATIONS-EXTENSIONS- W 1'-5716" 7-53/8• 13'-7" n HALLWAY N" 17'-10 SJts' OFFICE o s5 HEALTH DEPARTMENT-EXPEDITING- PERMIT-DESIGN CONSULTATION f_ 1 1177SF I (3'-11")X(0") EXISTING HOUSE m oo V ars-o• r-2" 210 SOUTHAVEN AVENUE MEDFORD,NY 11763 n 783 SF 32 Phone:6315066474 Email-ELOPEZ ARQUI-CON.COM iz: Phone:6315041853 Email:ULI@ARQUI-CON.COM a, tV ,� CHO-8" - I @ in EXISTING io, CLT - w KITCHEN zz 67 REF. v nn n F 4'-91/1 B'-0114" 5'-61/4" �7 CN:r-r o ! (PROPOSED) io 1'-17/16" 2'-53/8• 4'-91/4• 8'-9314" (3' 0")X(6'-B") _ m. ` 0 0 (5-0")X(4'-8") I " o `O iO LWAY Basement_Egress_W indow W ell_ I L A (3'-11')X(0•) N g m ° PROPOSED PROP.CABINETS- SILL @(2'-1 1/�4T 19e� I r 36 _ _ rn I �m ---- KITCHEN EN PROP.FLOATING eHs 1�241 I �.1_� SHELVES 1 as sF ! j_ 203 SF 2g EXISTING HOUSE c CH:g_d CENTURY 4'-51116" T-7" go V-51/4' 10 SF c� 20'-1 13/16" • CENTURY TESTING&CONSULTING,INC: N 5'-61/4" 10" V-0- 10" � m N 11 821 Regent Drive,Westbury,NY 11590. co 10'-21/4" SILL @(2'-2 314") o A-01 telf:(516)354-1145 2 (3'-11�X(0') N 4--0- Sp EXISTING HOUSE Email:info@century-testing.com 00----- 4'_�. 36 9'-11 11/16" io (AT ALL SHEAR WALLS 22'-5 9/16" I m 2.PROPOSED FRONT m" _ ADDITION 41.98 c� _ 1- - - - - - - - - - - - - - - - - - - 14'-95116' in S.F.CONVERSION FROM SST_S HDU4_HOLDOWN v 4'-101/4 5-4" ^ o 4 BASEMENT ROOF OVER To FOYER) CF_SHDU4_2D0_Cad_MULT Prod (o ', e 10'-21/4" LINE OF A-01 21 5'-0. (4, ") -0')X(s'-&") 1840 SF (3'-D")X(4'-6') (3'-0')X(4'-6') ILL (2'- 11 35 OVERHANG I V-8 3/4' cH:r'r 21'-10 5116" O O SILL @(2'-2 3/4")- SILL @(2'-2 314") EXISTING BRICK STOP 2)2"X8"BEAM P�co IRr (2)2"X8"BEAM _ - -_ i _ 8" 5-9 7/8" 8" T-10 7/8" 8" A�_ VE 1.PROPOSED FRONT 37 2'X6"LEDGER - 11 DECK10'7X8'2" 5'-613/16" 11'-3 1/8" 6'-0 13/16"(82.20 S.F.)EXISTING FIRST FLOOR PLAN CRAWLSPACE - - -.- A-01 0 - - - - - - - - - - - - - - - - - - - - - - - - - -ACCESS 26"X 18" O O° 22'-10 13/16" J(PROPOSED)) asemer4_Egress_Window_Well_ 5°DO r� asement_Egress_Window_Well_ n �Iio NO FUN A-01 101M. UM Q��d��m - -� • - r r- 2 k co Rearing Footi(PRng-16")10"Wall I -; CRAWL SPACE I �� 8"-CONCRETE FOUNDATION I I D ❑ o D Foundation u CH:V- • I WALL Basic Wall o Concrete-Rectangular-Column N - - - - - - - - I ( -7" 4"x 4"Nominal Cut • f I I Lumber-Section'! 2"X6"LEDGER - �j 22'-65116" - 1'-511W 9`-1 7/8 0-01 m _ 10'-11 7"O-O - _5.5"x 0.94"TrexTranscend FIRST FLOOR PLAN(GROSS 2067.02 S.F.)/0" I' { F- � o �_ --- s 33'-71/16" Composite Sample 5 0 14"X 14" - - _ (PROPOSED) m M Concrete Rectangular-Colum 3/4•DECK-2"X6"@ 16"o.c. A-01 N PROPOSED 2"PAVERS Foor - - (2)2^xs"BEAM-�_ _ O FIRST FLOOR PLAN (GROSS 2067.02 S.F.) -A s '- - a'-17/8• - -- _ I 1 �- n 14" 2x6 Nominal Cut (EXISTING) I` O Lumber-Section 8'-CONCRETE FOUNDATION I I m I o W�V��O�LIVc�J WALL Basic Wan @ ' 6"CONCRETE PAD 0 No. Description Date GROUND/-l'-2" I , I 1 TOWN 05/25/2022 (2)2"X6"BEAM • d' a• r-e1/e• e'-1o3/a• a I COMMENTS • adhesive anchoring ;o (2) system embedment i. I I 2x6 Nominal Cut I_ •I o Lumber-Section 6"CONCRETE PAD I 2"PAVERS 318"Lag Screws-Sid Simpson Post Cap BCS4 © PROPOSED SECTION DETAIL AT BASE DECK I' J L - - - Post-Cap Simps�u tyro psle BC_BCS 3D1 - - - - - - - J • I - FIRST FLOOR PLAN(GROSS 2067.02 S.F.)/_ 0" Lateral View Simpson Stron C (PROPOSED) Tie Joist Hanger LUS26_2 314•DECK-2"X6'@ 16'O.C. O PROP. FOUNDATION PLAN o Floor (EXISTING) 1/4"= 1'-t)" 2"X4'STUDS @ 16"O.C.+ 2•X6"ROOF RAFTERS @ 16' PROPOSED (PROPOSED) O.C.-R19 INSULATION-1/2" (PROPOSED) ) R15 BATT INSULATION-3/4" PLYWOOD-VAPOR BARRIER 2"X8"@ 16"O.C.FLOOR 3/4"DECK-2"X6" O.C. 0 PLYWOOD-TYVEK HOUSE Rig MEMBRANE-ASPHALT ut JOIFLOORIN'G Floor/4" Floor 4 �Lumber-ominal Section WRAP-VYNIL SIDING Basic SHINGELS-ICEWATER 2-X8-@116"OC.FLOOR - - Wall PROJECT INFORMATION SHIELD TYP.ENDS Basic Roof JOISTS-314"PLY-3/4" 314"THREADED ROD Address: FLOORING Floor - EMBEDMENT HILTI HIT HY 625 COREY CREEK 31/2" + 120 ADHESIVE ANCHORING FIRST FLOOR PLAN(GROSS 2067.02 S.F�/0" � ABU44 SIMPSON POST BASE - - d SYSTEM LANE SOUTHOLD NY H2.5A Simpson Hurricane Tie - - - - - Elevated Post Bases adhesive anchoring - - FIRST FLOOR PLAN(GROSS 20167.02 S.F. /0" r 11971 T ' system embedment \ I a EXISTING R30 SCOPE: v M v 2"X8"@ 16"O.C.FLOOR 2 x 8 Nominal Cut Go JOISTS-3/4"PLY-3/4'-� Lumber-Section 1.PROPOSED FRONT DECK 10'7"X 8' - - EX.CEILING HEIGHT/8'-11� 14"X 14• ~ FLOORING Floor Window-Header 2" (86.20 S.F.) �� I I Concrete-Rectangular-Column 2.PROPOSED FRONT ADDITION 41.98 S.F.CONVERSION FROM ROOF OVER in Copper Termite 244 Nominal Cut GROUND/-1'-2" n " Shield lumber Section - - - - v TO FOYER) 1/2"GYP-2"X8"JOISTS @ 16" GROUND/-l'-2" 3.PROPOSED EGRESS WINDOW IN O.C.Compound Ceiling UNFINISHED BASEMENT(11.11 S.F.) 1/2"SOFFIT 516" (PROPOSED) 2"X4"STUDS @ 16"O.C.+ R15 BATT INSULATION-314" PLYWOOD-TYVEK HOUSE CRAWL SPACE ACCESS WRAP-VYNIL SIDING Basic wall Escape Ladders (3'-1 518")X(4'-8 7/8") 10 PROPOSED SECTION DETAIL AT ROOF O PROPOSED SECTION DETAIL AT FOOING DECK sILL@(3'-03/16 iz 0D 4o Q a SITE DATA: N m (PROPOSED) COUNTY TAX MAP NUMBER: Basement_Egress_Windaw Well_ 1000-078.0-04.00-025.0 O PROPOSED SECTION DETAIL AT FLOOR BasementSIMPSON TIE _Egress Window Well SITE AREA:23,368 S.F 7 EXISTING RIDGE/14'-2 9/16" 1"= 1'-0" DOWN_HDU4 SDS2.5 NO FUN EXISTING AREA: 2025.04 S.F. CF_SHDU4_2DO Cad_MULT_Prod SIMPSON CS20 @16 O.C. (1) ZONED: R-40 RESIDENCE 10 4 (PROPOSED) (PROPOSED) FRONT SETBACK:40' 2"X8"@ 16"O.C.FLOOR 314"DECK-2"X6"@ 16"O.C. Ris A-01 N JOISTS-3/4"PLY-3/4" Flor PROPOSED 1ST FL.:41.98 S.F. FLOORING Floor TOTAL GROSS: 2067.02 S.F. #8 x 3 1/2"Zinc Coated 6cter'xx _ EX.CEILING HEIGHT/8'-11 3/8" - = EX.CEILING HEIGHT/8'-11 3/8" - Gee FIRST FLOOR PLAN(GROSS 2067.02 S.F.)/0" R30 Screw �i (PROPOSED) - - (PROPOSED) - _ -- 2x8 Nominal Cut a., -- - �` 2"X4"STUDS 16"O C + - - --- 1/2"GYP-2"X8"JOISTS @ 16" @ 2"X4"STUDS @ 16"O.C.+ O.C.Compound Cerin R15 BATT INSULATION-3/4" R15 BATT INSULATION-3/4" 1/2"Lag Screws-S' o A #9x1'%:"Strong-Drive SID Copper Termite PLYWOOD-TYVEK HOUSE PLYWOOD-TYVEK HOUSE / Connector Screw • Shield WRAP-VYNIL SIDING Basic -VYNIL SIDING Basic r' - Hurricane and Seismic Ties V-1- WRAP Wan Walt � •e (5-0" (4'--s") (I 3'-o")x(4'-6") _ SILL @(2-11/4-) SILL @(2'-2 3/4") Lateral View Simpson Strong `• v d Tie Joist Hanger WS26 2 (PROPOSED) \ i- 1B =•a" ' m 6"Gravel 314"DECK-2"X6•@ 16"O.C. 37 /•'� GROUND/-1'-2" (3-0")X(6-8 9 Fkxx (3'-0")X(6'-8" 2x6 Nominal Cut A-01 (PROPOSED) I 'I ((Per FIGURE R507.2.3-(2)@ 4 I I Lumber-Section - Owner: 35 314"DECK-2"X6"@16'O.C. bcationsmin2'fromends)) ROGER CHUDZIK I _� _ d $ DTTIZDSI�mk Tension Tie s e l I: (16"O.C.MIN.15" c, v 8"-ICOWALL Basio WaIDt- (- '(PROPOSED) Fkxx m _ 2'X8"@ 16'O.C.FLOOR A-01 o JOISTS-3/4"PLY-3/4" � - � - °•'a 5/8"AnchorBogsHook-Side ADDITION & DECK FLOORING Floor 6 i d, 2 a. a n A-01 FIR FLOOR PLAN(GROSS 2067.02 S.F. /0" - FIRST F OOR PLAN(GROSS 2067.02 S.F. /0" N -_ 4 04 Reber O.C_ Pencil "d� •_a . I I I-I I I I I I I I I I I I I I ( _ _ Project number 18_119 N N e _:Ile. d ( III I -( III I I Ii _ -- - GROUND/-l'-2" - GROUND/-T-2" -_ 1 e• Date 25/5/2022 17:18:42 -'37 6PACEI cD I I ' ' - e,YI•-e a _ -III-I -III-I CRAWLSPACE (PROPOSED) CONCRETE asicWaDATiON t, d ; - - Drawn by J. RUBIQ 3/4"DECK-2"X6"@16"O.C. <'r (- ACCESS 26"X 18" "i i I 2"PAVERS Flom 4" •-8y 4• 4"Concrete P Checked by E. LOPEZ y 1 (PROPOSED) BASEMENT/-8'-513!1__ 6" Sheet Name 4 9 ° Bearing Footing-16"x 10"Wal - as fT t=-I T�7T=I-t _ BASEMENT- ' ,; _ - - - _ _ I\ 6"CONCRETE PAD - Foundation 4 •- A (PROPOSED}- (EXISTING) "° = z ;< c; d' " a °• III=III=1 I I=III- I =III= PROPOSED 1540 SF p eHx ° ' 'A-U1 eanngFoobng-16"x10'Wail 8"-CONCRETE FOUNDATION -4,- 4,I �II I II I I ) I I I- PLANS/SECTIONS -� Foundation 14'X 14" WALL Basic Wall c_ • c ' #5 Rebar Pencil Rod-Section d ` .•d Baring Footing-18"x 10"WaA- Concrete-Rectangular-Column ' O- ° Foundation • o -i I-) -I I I II I Sheet# a I l i II 1I d. - - - - EX.BASEMENT/-8'-5 13/16=� - Bearing Footing-ion18"x 8"Wall - EX.BASEMENT/-8'-5 13/16" I V-4^ • °p d a I I I I I_III I I I Foundation -�^ PROPOSED SECTION DETAIL AT FOOTING ® PROPOSED SECTION 1 O PROPOSED SECTION 2 0 1"= 1'-0" 11 PROPOSED SECTION EGRESS WINDOW Scale As indicated 1/4 - 1-0 DC�OC��Io 57'-53116" 12'-2" 12'-23/4' 33'-07/16' o EXISTING RIDGE/14'=2 9/16" ::ARCHITECTURE::-::CONSTRUCTION:: DESIGN BUILD-SITE PLANNING-INTERIOR DESIGN-ENGINEERING-LANDSCAPE 51/8" 51/8• N DESIGN-RENNOVATIONS-EXTENSIONS- M HEALTH DEPARTMENT-EXPEDITING- PERMIT-DESIGN CONSULTATION 1(] 210 SOUTHAVENAVENUE MEDFORD,NY 11763 EX.CEILING HEIGHT/8'-11 3/8" Phone:6315066474 Email:ELOPEZ@ARQUI-CON,---� Phone:6315041853 Email:ULI@ARQUl-CONCOM �i -- - -� ('finn nn nn nn nn MM(� nnnn nn r - I IF-0")X(4'-8') (3'-0)X(4' 6") (3'-0')X(4'-6"), q 0"y((5'.4') (3'-0")X(5'-4')I SILL@(2'-1 114") SILL @(2'-23/4" SILL @(2'-2 314") slu@(r-sva•) Slu@(r-sva" " to P ~: ���� 37 4— —32 33 - =— `4 35 (3'-0")X(6'-8") -� by. 00 �� CENTURY -eat a @ CENTURY TESTING&CONSULTING,INC: 821 Regent Drive,Westbury,NY 11590. i telf:(516)354-1145 _ FIRST FLOOR PLAN GROSS 2067.02 S.F. /0" � mal•info@century-tesfing.com N - - - .• - M1 - _ — GROUND/-l'-2" O1 PROPOSED FRONT ELEVATION o 4"= 1,- ! ; ' 1/ 0" 58'-2 3/8" 22'-8 518' 17'-815116" 17'-813/16" EXISTING RIDGE/14'-2 9_/16=& 1003H GrJ DMMD 3 1/2" i io q 31/2" I � i EX.CEILING HEIGHT/8'-11 3/8" y a 2"X4"STUDS @ 16"O.C.+ R15 BATT INSULATION-3/4' No. Description Date Bo PLYWOOD-TYVEK HOUSE P WRAP-VYNIL SIDING Basic wall 1 PROPOSED EGRESS WINDOW IN UNFINISHED BASEMENT 2 FIRST FLOOR PLAN GROSS 2067.02 " GROUND/-l'-2" n -)1 5/8")X(-4'48 7/8")— I— �ILL @t3'-03/16 _ - - 1I1 I I-1 1 I-1 I -1 I I1 I I1 i —=111 II I I I I I I I 11 I I 1 1 1 I I I 1 1 1 1 1 1 I I I I I I 1 1 1 I I I I I I I O PROPOSED RIGHT ELEVATION 1/4"= V-0" PROJECT INFORMATION Address: 12'-2' 12•-2314" 33'-07/16" 625 COREY CREEK LANE, SOUTHOLD, NY EXISTING RIDGE/14'-2 9/16E" 11971 0 5118. 51/8" N SCOPE: 7-PROPOSED FRONT DECK 107' 8' 2" (86.20 S.F.) 2.PROPOSED FRONT ADDITION 41.98 S.F.(CONVERSION FROM ROOF OVER EX.CEILING HEIGHT/8'-11 3/8" TO FOYER) 3.PROPOSED EGRESS WINDOW IN UNFINISHED BASEMENT(11.11 S.F.) (5'-0')X'(4'-8") (3'-0")X(4'-6") 1(3'-0")X(5'-4") SILL @(2'-11/4') SILL @(2'-2 314" SILL23/4" 9D SILL @(=-51 SILL @(=-51/4" M � 3 29 3'-0')X(6.-8' 32 3 f co 1 1 1 1 DE i — —(GROSS2 FIRST FLOOR PLAN — . . SITE DATA: N " - COUNTY TAX MAP NUMBER: GROUND/ 1 - _ 2=� 5.0 4.00-0 078.0- 1000- 02 HEI 1 1--I I I I 1 1 I I I I 1 I 1-1 I -I I- I I-I I I-I i-III- I I-III-I I -I I-III-I I -I I I I 1-III- I I I I - I-III- I I_ I I- - EXISTING AREA: 2025.04 S.F. I SITE AREA: 23,368 S.F —III—III—III-1111 1 IIIIIII—III—III—III—i I I—III—III—III—IIIIIIIIIIIIIII—III—III—III—I I tIII—I I IIII-1111 I II I I—I I (— ZONED: R-40 RESIDENCE O EXISTING FRONT ELEVATION FRONT SETBACK:40' 1/4"= V-0" PROPOSED 1ST FL.:41.98 S.F. 58'-2318" 22'-83/4' 17'-813/16" 17'-8 13/16" TOTAL GROSS:2067.02 S.F. — — — EXISTING RIDGE/14'-29/16" z 2"X6"ROOF RAFTERS @ 16" 31/2' 31/2' `r O.C.-R19 INSULATION-1/2" PLYWOOD-VAPOR BARRIER ;o MEMBRANE-ASPHALT 1q SHINGELS-ICE WATER SHIELD TYP.ENDS Basic Roof Owner: i ROGER CHUDZIK EX_CEILING HEIGHT/8'-11 3/8" "ADDITION & DECK" Project number 18 119 Date 25/5/202217:18:55 Drawn by J. RUBIO co 2"X4"STUDS @ 16"O.C.+ R15 BATT INSULATION-314• Checked by E. LOPEZ PLYWOOD-TYVEK HOUSE WRAP-VYNIL SIDING Basic Sheet Name �II PROPOSED / EXISTING ELEVATIONS 2 FIRST FLOOR PLAN GROSS 2067.02 S.F. /0" Sheet# GROUND/-1'-2" v 1 I I I �I 11 I I-1 I I-1 I -1 i I�I I I1 I I1 IIII I -III I I1 I . . I I I1 I ill-1 I I- 11-1 11 -1 11-1 1-1 11-1 1-1 11-1 11-1 11 I 1 11- ® EXISTING RIGHT ELEVATION Scale As indicated "= V-0"