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Home My WebLink AboutBP21-043? �- fit PERMIT # k6Ql Q o�� 0`J, 7' J DATE: 3 � % UP: 3 �= SECTION A;I g, f!O % BLOCK I LOT TYPE OF WOR -&wjroL�ild JOB LOCATION 42Qr OWNEF CONTR EST. CC RICO # TCO # DATE l �tnC¢) Ok A06 lei mien irP� �e 9�04? - &2g / Coco Lzim L lao-9o�_9 FEES 00 37�-P� !� DATE i5 FEE DATE y I NSP FOOTING � FOUNDATION FRAMING -� RGH FRAMING INSULATION PLUMBING RGH PLUMBING I�C� GAS 1 SPRINKLER ELECTRIC LOW-VOLT F1 - ALARM AS BUILT FINAL / OTHEf�A-P�RROVALS - " ARB .� "bay! a / a+031 � S-BUI (FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION VILLAGE OF AT"E BROOK WESTCHESTER COUNTY, NEW YORK NO: 23-085 Certificate of ®rrupaurp 'This is to certify that of, having duly filed an application on 20 requesting a Certificate of Occupancy for the premises known as, Rye Brook,NY, located in a Zoning District and shown on the most current Tax Map as Section: Q, LO 7 Block: ) Lot: and having fully/--commttplied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. / v , issued Is 20--VI , such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications,Use: -'us // Construction: for the following purposes: u / e Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit fac' 'ties shall be made,and no enlargement, whether by extending on any side or by increasing i ht sha a e,n 1 the building be moved from one location to another until a permit to accomplish such chang has tained t Building Inspector. MAY 2 5 2023 Building Inspector,Village of Rye Brook: Date: i (�` �J BUILD ENT For office use onI D E `V� E� 11 E DO PERMIT#��-�� VIL OF RYE BROOK ISSUED: 3=3--c.1 I 938 KING STRE VE BROOK,N% YORK 10573 DATE: — L/ 3 APR 14 2023 4)939-066s FEE: — PAIDJK VILLAGE OF RYE BROOK BUILDI&CkftftW F4 CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION Address: ` n„�W d O T) C� Occupancy/Use: r /1L Parcel ID#: / - Zone: K Owner: Te4r t1i 4"1 Fr_A) pf- V--44 A Address: evjw-j':0 91 ct Lt P.E./R.A. or Contractor: - S0 or1S�� Address: y ` p Person in responsible charge: Sc`1 �R S° Address: t`t 67,j 1 o r 7 3 Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE fOF NEW YORK,COUNTY OF WESTCHESTER as: A being duly sworn,deposes and says that he/she resides at (Print N1 e of Applicant) (No.and Street) in �� o 01< ,in the County oftW.,it C b it i/1 in the State of y,that (Cite/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipmen professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ for the construction or alteration of: Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.o�fthe Code of the Village of Rye Brook. f Swom to before m / e this I / Sworn to be ore me this day of AP01 , 20 L day of �J , 20 Z-3 el L� _ Signs a of Property Owner Sig reof Applicant re T4�-" kA- T.- Print Name Mroperty Print Na a of Appli / No o blic IRMA U/E2ADA IRMA QUEZADA NOTARY PUBLIC,qATE OF NEW YORK Registration No.01QU6186064 NOTARY PUBLIC,STATE OF NEW YORK x 12i2021 Qualified in WESTCHESTER COUNTY Registration No.01QU6186064 Commission Expires April 28,2024 Qualified in WESTCHESTER COUNTY Commission Expires April 28,2024 .JE BRC�uk w • 1982 BUILDING DEPARTMENT ,dBUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street. Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - �` �-1)23ADDRESS' A�`- � DATE: 5 PERMIT# ISSUED: i SECT: BLOCK: LOT: LOCATION: �S ` �( ✓\ OCCUPANCY: ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION i ❑ Natural Gas ❑ L.P. Gas \ ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING [],,CROSS CONNECTION Ef. FINAL ❑ OTHER BR � Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 1932,� (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: Date: 7 Name: Location: Permit#: Z_ " f (Phone: Email: Work being Inspected: fY � � Work Inspected is: a Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: Diagram: n � Signature O� 2m 1932 BUILDING DEPARTMENT BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS . � L�L��'Il� r I ( DATE: L`1 PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION--::: �7-9-Xt, cc��q:7' OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS .--� ❑ FUEL TANK ❑ FIRE SPRINKLER r fL ;z ❑ FINAL PLUMBING F ❑ CROSS CONNECTION ❑ FINAL 2 l__- (J ❑ OTHER `- L-L L L D 2� �J Cj 1 �� 1 Ir �E BRC�uk ' • 1982 BUILDING DEPARTMENT f BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - -- - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : O —� L DATE: PERMIT# J ISSUED: Z )1 SECT: 1 L I o BLOCK: LOT: LOCATION: Iyt-�n �(� �� i�,� l�1 N 1 OCCUPANCY: fl ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑.•INSULATION [� NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER * o U Z v * * Ocd N v a co 0 bu A wa v * V .� � a a - A Q W4 cd 86 AA to * o v 4y v * O E �E 4Rcb cu � ��O-r '982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ©ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.ors - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : C l Vx ' DATE: 4 71 PERMIT# 1 ISSUED: / SECT: BLOCK: LOT: LOCATION: �`�� ( u`` 1- y�' OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION _ REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER 0, Zm w • �9�z BUILDING DEPARTMENT UILDING INSPECTOR i�ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 2± C DATE: l Z O Z PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: IG�A�- J T"�D(L_ t TT JJ OCCUPANCY: �= 7 ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED FOOTING 4-7A`t7 FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE 4RC�jk. • ,9�� BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - -- - - - - - - - - - - - - INSPECTION REPORT - - - - - - -- - - - - -- - - - - - - ADDRESS (:;m W C� `7 �Xh DATE: o t �R PERMIT# ` ISSUED: SECT:-Qj(:� BLOCK:LOT: LOCATION: r `, f OCCUPANCY: - � ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED i/t Q^14JECTED/REINSPECTION ❑ SITE INSPECTION i REQUIRED ❑ 'FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION `,,n� ❑ NATURAL GAS cAVs�t �YN- (--� \ ( I qc0 ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER : ih• ♦• t.44 42 ji tit;4atitits43 t.,4414444MOV444444I4i 44444441 th Co � 0 0 0 N � � eN C cc A04 a N O N O W v=i N o, w � ITT 14 = o x �o U Fiy eq QG O Z o Z w N w p N "" 0 + z .. ✓ rq as U ` a U S Q z ►.� { Q Q U W _ Win) _ �-+ N z a Lntn w z co C = z • � w � � � z p � a � � • � � � O w a . " a w c • � w zz w p o -D N lot O � W Ln QI as a z as w = Angelo Zaccagnino D IE C E ODD D.O.B: 12/11/1968 �F d ,� Company: BUILFI& �EP�RT MEN T SEP 21 2022 Zaccagnino Electric VILLAGE OF RYE ROOK s1 Maple Avenue VILLAGE OF RYFE BROOK Rye,NY 10680 )38 KING MEET RYE B ,NY 10573 BUILDING DEPARTMENT _icense No. 755 _xpires on:12/31/2022 Peter Borducci _..LCTRICAL PERMIT APPLICATION Westchester County Master!Electricians License Required ^� FOR OFFICE USE ONLY BP#: / �J EP#:_ ��_ �` Approval Date: SEP 2 2 2022 Permit Fee: $ D YN Approval Signature: Other: Application dated, VIVIL is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures, or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address:�k_,jVD& 'R �-• �0, 13'� IVy 0573`73 SBL: I .G 7- )-u rl n Zone: 2.Property Owner: � 9 K0�111. Address: 5 B Ka a� Phone#: Q I+M-711 .-Cell#: email: -� 3.Master Electrician: Avielo Z.o i rto Address: � qV4tnn, t�Ve Y 0J�ZO Lic.#:�,5 Phone#: 1 Cell#: email: Qfy-l'o,l� ZaueK'At�0.de4- Company Name: ZQCfa41116 A 0 ElE1c�' f, L Address: 4.Proposed Electrical Work/Fixture Count: W+Ci1l4 i fl �1fOJJ1 SL�6�liMl►/lq Oc9O 5.31d Party Electrical Inspection Agency: 5 S STAFM OF NEW YORK,COUNTY OF WESTCHESTER ) as: being duly swom,deposes and states that he/she is the applicant above named,and does further (p t hame of individual sibaing as the applicant) �+ state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the" f-211f'A +14 i e`"f It_` L for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned finther states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn to a me is Sworn t ore day e ffi� 7 day of Signatur o ertyZ.41 r, Signature of A plica / 'v7ej,, Print an€dC811Iope Pnnt W MM NOTARY PUBLIC-$ NEW PORK 00238 Notate In ittch� K CL Naug; ec1 "estchester Count MY CommtsMoo Erplres October 14. My r 14. 20 6/23/2022 r Ni)M/rliir .�iNvN(c wtW14"fa oM ■AOV vv3► )IA1 t�if�fl'-ptlew wt 604111" PON4 ns�•. aM yenut+D INSPECTIONSTATEWIDE Service Willi litlegrilwV 1:1 Main Street,Fishkill, NY 12524 1 emod:• • SWIS JOB APPLICATION ;. 1 • I fax 914.219.1062 1 SWISNY.com • • Office Use Elect.Permit# r �o''" Date ` \ P- 3 0 Bldg Permit# Utility ID# Final Certificate# City/Village Zip Township County Address Cross Street Section - Block I Lot Owner Name/Address of different than above) ;'F: .� J ( i� > Contact Number i i i + 'j_ ? ) ❑Basement ❑1st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information [SEP 21 2022 1D VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for on been e(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,If at any time of inspection additional items have installed,you are authorized to make the inspection and adjust the fee for the additional Items inspected.The applicant declares that there is no open applications for the above address with any other inspection company,The appiicaM,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name Date S' ature no Address _ City/State License# Phone# State Wide Inspection Services 01v 1080 Main Street Fishkill. NY 12524 APR 14 2023 845 202-7224 Phone Swus 914-219-1062 Fax STATE WIDE INSPECTION SERVICES Email: officeCd)swisny.com VILLAGE OF RYE BROOK Website: www.swisny.com Service With Integrity BUILDIIJG DEPARTMENT BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Zaccagnino Electric Jeff Kohn Angelo P. Zaccagnino 5 Parkwood Place 81 Maple Avenue Rye Brook, NY 10573 Rye, NY 10580 Located at: 5 Parkwood Place, Rye Brook, NY 10573 Section: Biock: Lot: Electrical Permit Number: EP-22-230 129.67 Certificate Number: 2022-5425 Building Permit Number: BP-21-043 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 5 Parkwood Place, Rye Brook, NY 10573 The Inground Pool and Exterior were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below, was found to be in compliance on the 3rd day of October 2022. Name Quantity Rating Circuit Type Exterior Panel 01 90AMP Pool Pump 02 230V Electric Pool Cover 01 Recessed Luminaires 10 Switches 02 Weatherproof GFCI 05 Exterior Circuits 04 20AMP Name Quantity Rating Circuit Type Pendant Luminaires 02 Ceiling Fan 01 A visual inspection was performed on the Inground Pool on October 3, 2022, and conforms to NFPA 70-2017 NEC to date. Grounding and bonding to current codes. State Wide Inspection Services did not perform a Rough inspection (Rough Performed by WREIS). A Visual inspection and Final inspection were conducted only. Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Page 2 r � . a 94ITT IV p G N 5 16 M _ ��-- G. tie asON rA cn 00 C v: CIA v j A R! tr, .• o � y f z "� O 0 0 Z ■oe r w `o %wZ O V � z a. ■ do m oc w a � w • z F '- � oC z Q f N 471 oz Q Q�I 0=C Cam. ,� � m � _ � ■ DE BUILDING DEPARTMENT MAR 31 2021 VIL E OF RYE E�QOK 938 KING ET RYE B NY 10573 VILLAGE OF RYE BROOK (914)9 ,1 939-5801 BUILDING DEPARTMENT w � or 7 _,_.�... _.._ ELECTRICAL PERMIT APPLICATION Westchester Count Master Electricians License Required FOR OFFICE USE ONLY BP#: EP#: Approval Date: Permit Fee: $ Q /`z) Approval Signature: /1671 Other: Disapproved: (fees are non-refundable) ****************** **** ************************************************************************** Application dated, 3 is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/ r rem ve electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. I �1 1.Address: �1Z 1C W C)c�C4 P ( AC SBL: /C)/p, /pT-/ J78 f Zone: 2.Property Owner: r(- ,J Address: ` ��-�2LC LCJc�A ct Phone#: Cell#: email: 3.Master Electrician: 1--L`' �Q,,/A-Jry/ fJ Address: 7 STGIz�-c � ��,�, kvn,6 o r Lic.#: ?ZS� Phone#:�t�-�. —?— V4/ Cell#:9/��`jQ6-��y� email:,4,r-f. nec aAEt-A5w�►^' tj T Company Name: N/jj L(rG Address: /b S� 4.Proposed Electrical Work/Fixture Count: / /v O 6,4- Ate cl o v STATE OFF NEW YORK,COUNTY OF WESTCHESTER ) as: NVJ &A 0 CL !� p 1 S °,being duly sworn,deposes and states that he/she is the applicant above named,and does further print name of individual signing A the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Z4CC_4-4 N r for the legal owner and is duly authorized to make and file this application. (indicate architec,contractor,agent.attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sw o before this ✓ Sworn to be e e this m� - y of 2 ,20 day of I 20 Signature of erty er gna e of pplican v Print e of Property Owner Print Narp.��ff li aan��t STEVE GAG ON STEVE 1AGNON NEW PORK Y LI T Of NEW YORK Nwowiyu A 00236 Notary Phi 1 238 Qualifte in tchester eourAy QualifleolirrIftatchestbr Count My comma ion Expit October 14, My Commission Expires October 14. 27" 3/21/19 Westchester Rockland Electrical Inspection Services, Inc. r Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax' 9 -347-3596 Elmsford, NY 10523 BUILDING PERMIT NO. TEMP# ex f CITY OR VILLAGE ZIP CODE TOWNSHIP COUNTY STREET AND NO.OR ROAD 1 - POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME f , BUILDING OCCUPANCY P E AND ADDRESS OME TELEPHONE NUMBER PLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE r 0jo. d?1Z1 --\- ` CH INSPECTION n) M U / _ OUTSIDE V � t BASEMENT I 1 sT FL. AR 31 021 2-FL. 3'FL. L BUILDING DE, ARTM NT REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPUCATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY.WREIS,INC.IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT. MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW LI ADDITIONAL[7 E(POSED❑ CONCEALED❑ - MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD Ll UNDERGROUND❑ AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY DATE OF APPLICATION SIGNATURE OF APPLICANT r STREET ADDRESS TELEPHONE NO. CITY OR POST OFFICE �•� KP DE - LICENSE NO.WHEN APPLICABLE 7F —: X•— • �i��I��1�i��I�I��i��I��Ci��I�I�I�ip�I��i�I��iGG�i 0 o , •, 0 � y C6 V ti m o a h w o x < < a. O V F o Z o. o Z x ° ' ' z un is 0.400 � MM h+�CN Q V U T a V► Q Ow k, � M �� F, a Old a' z w '. A °� a o ° ..1 � Z � a w •• 6 12 z w � •� Cp .. .�.� p• W ow A" 1�14444944 444 41441419444414 9 o c� �v BUILDING DEPARTMENT RDEC 16 2021i D VILLAGE OF RYE BROOK 938 KING 9TREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914) 9-w0669 BUILDING DEPARTMENT www.0yt)-ook.org PLUMBING PERMIT APPLICATION � ) FOR OFFICE USE ONLY BP#: /JDq V PP#: c Approval Date: ��\�� Permit Fee: $ "00 / b Approval Signature: Other: Disapproved: (fees are non-refundable) ************************************************************************************************** Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install an or rerfidve Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plu i=worke Piformancc with all applicable Federal,State,County and LocalCodes. 1.Address: SBL: I J �T�— I Zone: 2.Proposed Work: 3.Property Owner: Address: Phone#: Cell#: q j ?_ 7q,s_ SOR email: 4.Master Plumber: Address: ?3 Lic.#: gqq�Ph e#: Cell#:��j �y(s email: eA Company Name: t gt'(Zl" ULf,--Address: q,:;")Af r INDICATE FIXTURES& LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 st Floor 2nd Floor Yd Floor 4d'Floor 5'Floor Exterior 5.*List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) -t- 8/12/2021 STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: ,being duly swom,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn-two before me this `O Sworn to before me this L day of�C ec��a�,20s \ day of �, 20_L2� _ Sign re of Property Owner Si ature p t Zc.pprevi Print Name of Pro erty Owner Print Name f A plicant c Ac�-� Notary Public, State of New York Notary P6b1W1 MELILLO No. 01?:r,l;616!}CS3 Notary Public, State of New York No. Ot��.�N61 i�!)^S3 Q��a:?fied ii i Westch aster County Q_ia,Pied in Westch;;ter County, Commission Expires January 29,20 Commission Expires January 29,2� This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. -2- an2no21 BUI4ET MENT V1LLRYE OOK t DEC 16 2021 DO 938 KINGBR NY 10573VILLAGE OF Rl'E BROOK 066 � BUILDINt" DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 - STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW Y�bvrl, ORK,COUNTY OF WESTCHESTER C D) as: 31, T�4-rt residing at, J ` r k,>WD (Print name) (Address whcrc yuu being duly sworn, deposes and states that(s)he is the applicant above named,and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 5 P t r Gw P14 � , Rye Brook,NY. (Job Address) Further that all statements contained herein are true,and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Signature f Property Ownci T J r>! l�6l � (Print Name of Property O .nerl. Sworn to before me this da of Q CP �-ems , 20 a\ (Notary Public) SHARI MELILLO Notary Public, State of New York No. C',"I'L;15i ` 3 Qua:ified in Westch�.ter Coun Commission Exoirt=s Januan!29.20� -3- 8/12/2021 Mike Izzo From: Mike Izzo Sent: Monday, March 7, 2022 9:18 AM To: jeffrey kohn Subject: RE: 6 month extension BP21-043, 5 Parkwood Place Dear Mr. Kohn, Thank you for the email. I am pleased to inform you that a six(6)month extension to your open permit #BP21-04s has been approved, and that the new expiration date is, September 3, 2022. Please arrange for all work to be completed and successfully inspected, and for all paperwork&fees to be remitted to the Village such to facilitate the issuance of the Certificate of Occupancy/Certificate of Compliance closing out the permit on or before that date. Thank you. Michael J. Izzo Building&Fire Inspector Village of Rye Brook, NY (914)939-0668 —Original Message From:jeffrey kohn <jeffreykohn I @yahoo.com> Sent: Friday, March 4, 2022 1:59 PM To: Mike Izzo <MIzzo@ryebrook.org> Subject: 6 month extension Good afternoon Mike I hope all is well. I was told by the front desk at the building department to reach out to you. I was hoping you would grant me an extension on my building permit for 5 Parkwood place. My permit expired March s...... we didn't start the project until Aug/sept 2021. As you know, material has been difficult to source and labor is non existent. I appreciate your consideration. Thanks again Sent from my Whone Jeffrey Kohn The Kneaded Bread 917 748 9808 1 Mike Izzo From: Mike Izzo Sent: Tuesday, August 2, 2022 8:41 AM To: jeffrey kohn Cc: Steven Fews; Tara Orlando; Laura Petersen Subject: RE: S parkwood Dear Jeff, I know you said you didn't need another 6 months, but it's what the code allows so why not take it just in case. With that said, I am pleased to inform you that a six (6)month extension to your open permit#BP21-043 has been approved, and that the new permit expiration date is, March 3, 2023. Please arrange for all work to be completed and successfully inspected, and for all paperwork&fees to be remitted to the Village such to facilitate the issuance of the Certificate of Occupancy/Certificate of Compliance closing out the permit on or before that date. Thanks. Michael J. Izzo Building& Fire Inspector Village of Rye Brook, NY (914) 939-0668 Original Message From:jeffrey kohn <jeffreykohn1@yahoo.com> Sent: Monday,August 1, 2022 2:59 PM To: Mike Izzo <MIzzo@ryebrook.org> Subject: 5 parkwood Hello Mike I hope all is well and you are enjoying the summer. I have a month left On my building permit and I'm starting to stress out. We are making good progress on my house but with these supply chain issues and some labor shortages things are taking longer than expected. I am asking for another extension,however, I do not need a 6 month extension. We are wrapping things up but the electric pool cover hasn't arrived,among other things. I appreciate your help in this matter. Thanks again Jeffrey kohn Sent from my iPhone Jeffrey Kohn The Kneaded Bread 917 748 9808 1 rBuilding Permit Check List&Zoning Analysis • Address: �t42kc�n1 O C)� �- SBL t ZC1 G - ' Zone.` I�- Us11e 117i Const.Type: Other. Submittal Date: ) Z `k `_L :> Revisions Submittal Dates: L Z Z l Z Z l -Z 9 l (s 2 1 Applicant O kkt---s 122 Z l 3 Z 2-1 -Nature of Work N - Z'JJ N ^��.� w orb ` tPIJCF CE Reviews:ZBA: PB: BOT: Other. OK 1 �t 2 S ( ( ) FEES:Filing. BP: i C/O: Legalization: ( ) (-) APP: Dated: ✓ Notarized. SBL Pfruss I.D. Cross Connection: `,, H.O.A.: Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site P otection S/W Mom: Tree Plan: Other. ( ) (,��SURVEY:Dated: Current Archival: Sealed. Unacceptable: PLANS:Date Stamped: Sealed: ✓ Copies: Electronic: ✓Other. ( ) (�License: ✓ Workers Comp: ✓ Liabili omp.Waiver. Other. ( ( ) CODE 753#: 30.3/—00i -)/3 Dated: -:?- 'Y ) N/A: (J ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A Other. (� ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. ( � ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other. (✓� ( ) PLUMBING Plans: Permit Nat Gas: LP Gas: N/A/: Other: ( ) ( ) FIRE SUPPRESSION:Plans: Permit N/A: Other. ( ) ( ) H.V.A.C.: Plans: Permit N/A Other. ( ) ( ) FUEL TANK:Plans: Permit Fuel Type: Other. ( ) ( ) 2020 NY State ECCC: N/A: Other. (� ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ( ) Other.` i N � A ( ARB mt date ?� g. Z approval notes: ( )ZBA mtg.date: approval notes: h�e� ( )PB mtg.date: approval:- notes: REQUIRED EXISTING PROPOSED NOTES all LL l !/LAV 4 L Cir - FroaW Front Front Sides: 2021 Main sv Accs.Cow F H Sb: Sd.H Sb: To�Irnv: S •� �j l 0}L (o l4 00 - S W•L" Ft Irv: Parlung. Height/Stories: es: I W .� nT LiI N �F w� 1�1 � S.W•vt �� l2 9— t 4. C Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements) x $225.00 x $I 5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I 5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement= sq. ft. x $65.00 = $ x$I5.00/$I,000.00= $ ° I,,Fl. = sq. ft. x $225.00 = $ x$I5.00/$I,000.00= $ 2"d Fl = sq. ft. x $225.00 = $ x$I5.00/$I'000.00= $ y ` ��sq.ft. x $225.00= $ x$I5.00/$I'000.00= $+ Total .Sq. Ft. = sq. ft. Total Cost= $ Total B.P.Fee= $ ° Includes tta 'd(grage if Applicable. Total Amount Paid = $ Total Amount Due= $ Date: Signed: _ r FE� - BUILD � TMEN >= VILC OF RLU YE�BItOOK -��`- nnv -,9 1) 938 KING EET RYE BR(06f,NY 057� DEC 2 1 2020 (914)939-0bb$ � _ + -14 -939-58 1DAT AIL+ ti b c Qnnnlr = � ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failins1 to su!hmit a ropy of this check list will be rem vet! � a. Job Address: G tP CA j i V- . o n h Da of Submission: Parcel ID#: l 4 8 Zone: \� �✓1�� I 1 Proposed Improvement(Describe in detail): APP CHEC LIST: r MUST BE CO`. ) BY HE APPLICANT 1 5 o m ok �� r b� The following items must be submitted to the Building f',/e P(,;,re T t'p Department by the applicant-no exceptions. /�t w C S� 1. (�Completed Application - 2. (�Two(2)sets of sealed plans. Property Owner:_ _p- - /fit t p 1-ti in allo ahle plan 3. (�Two(2)copies of the property survey. Address: �j ��,��t,,,,��^�I. 4. (X)Two(2)copies of the proposed site plan. Phone# Q;Ins 5. (V,)One electronic/disc copy of the complete �- application materials. Applicant appearing before the Board: 6. ()() Filing Fee. l __ 7. (\()Any supporting documentation. 8. �if'f{OA approval letter. (tfapplicable) Address: 21 /\�. YYI�'�,,��_e�ke• 20� 9. (X)Photographs. 1 0. am les of finishes/color chart. (a le board or sample Phone# � t ��'�' 43 1 � p p model may be presented the night of the meeting) rchitec Engineer: ��i{, r�✓t-u.-z,; n A i PrEE� Phone 4 ►�� 5 i3 By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures, and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this Sworn to before me this day of , 20 day of , 20 Signature Pao Owner Signature of App icant Print Name of Property Owner Print Name ofApphicant Notary Public ;Votary Public Ili 3/21/19 ' BUILD i��'MENT VILE EOE RY OK DEC _ 1 2020 938 KING ET RYE BR ,NY 10573 (914)9 9 39-5801 VILLAGE OF RYE BROOK o BUILDING DEPARTMENT ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: C ��o C2 4 'Q 1. Date of Submission: Parcel ID#:��,(o`( -- — _'B_Zone: —kS APPLICANT CHECK LIST: Proposed Improvement(Describe in detail): r MUST BE COMPLETED BY THE APPLICANT rnok aA ,4C sn , The following items must be submitted to the Building Department by the applicant-no exceptions. 1. Completed Application 2. (�Q Two(2)sets of sealed plans. (one full size(maximum Property Owner: , e -G/oy D� allowable plan size=36"x 42") and one I 1"x 17") 3. ()o Two(2)copies of the property survey. Address: Cj ^iV. �.�„n P1 . 4. Two(2)copies of the proposed site plan. Phone# G e) 5. (pC,)One electronic/disc copy of the complete application materials. Applicant appearing before the Board: 6. Filing Fee. <e Ua rIAZ 1 n -A kA 7. (X)Any supporting documentation. Address: Y1'1r.�'�.z `� 2` —� 8. BOA approval letter. (fapplicable) kt 1�s/k 9. (�Photographs. C�-esk Qi Phone# �` (� ,� 43 --� 10.(,,)'S`amples of finishes/color chart. (a sample board or model may be presented the night of the meeting) ERrchitecEngineer: _{� w��-z: n A i A- Phone## By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures,and that their application is complete in all respects.The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this Sworn to before me this day of , 20 day of 20 Signature Pao owner sii-- Q of Applicant Print Name of Property Owner Print Name of Ap :cant Notary Public Notary Public [II 3/21/19 J1�1., ��_� � .F•:''.L�: .�R r,t�+f.�,s4:� �t.�p�*�:. ;�FL�' a.R.• i-. f&!'f iY.1'Yvpt:f-. . ',� ��*-�.i R.-_ .. .:.{'3..h `:t.'. t�Y•-.�s�,.•S 1'C qi;tr• a. �.i:� ,.Ri t _ ._. 's,.> v�t ..s .,rx i. - t .. 1 . $ ?'�'•t�4'aAa+,4�C�at�t4_'. 'MCt1 T?.IJ 413Ha.QGRA�: �V '!:�il';;{'�" ,.t a�€��,� : 4TTl�f:�►S4A ed :5�7 tbttrr �# �ai ,s�agSc � zin + := '��i � � � ► .{ ; `;`sf�� . ,��r�� 9►� !�!�'1$ i►��+rt"�97 �� t,►/ �f� 3��t� �it�� '��;r3:� :g t^Ea4��.a� �� :•;N��.��' :r l;. ,SS :",E`.{z - .1• „'�rU. . .1.. ��.3'�: � 1 •.�, . . _ ra A ��. 1.1n!;.;,1.,1] �.A..3rj. _ `�J ��.. • •+• .i t ):� rTa:>'T,( 9I�r;rtr9•. i i-. h' � .� 1 " ,:cn. � f .. . .�. a:,'� J;!'.•.r t:t ��si5 � �. !j "i"; t••'� - j'+ 3'� . ... - e.s_•._ -. -�� .r .. .ram , k„ 3•l�`.�1' r .>is. ? j� l�` .•;Fj;. f+y *�C+'. -tn. 4 `�x2o1 ��^i. >� � s}''Y14: 4+� .t}i�:� 4. i'- ?1 '• ';1-tt.SLa:'16d �i ' 'attt�.-'..,?,,. , , , . , .. t±..,_f.':� 3t� i': .@..;:"'`•��I.`T6 n �T' ?.ilC',: ! .,i!'!3 i'.::y#:�"�' `s"6t ..t � . , ,:'4',�1::.y i�'�'tti9t'?1.1��'.ii� ul`a.•�,??w?O..�:,n '•`,1+5�: .-r:. ��1• !':� �E� ''„`r��.c:`.�k `tip i'i�`{'o.:l; ;i:� � �.�•:` �`t ` 5 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Thursday, January 21, 2021 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on January 21, 2021 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following https://us02web.zoom.us/i/82284377958 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 822 8437 7958 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 165 Betsy Brown Amendment to Prior Consent 5128 Road (Valad) Approval, (Front Door Agenda Change) 2 Wilton Circle Legalize New Rear Raised Consent 5129 (Charney) Patio & Sitting Wall Agenda 6 Loch Lane Roof Top Solar Array Consent 5131 (Orselli) Agenda 24 Latonia Road 6' High White Vinyl Fence Consent 5132 (Rothbart) w/ Gates Agenda 39 Country Ridge Dr Swimming Pool Fence. 6' Consent 5119 (Austrian) Hight White PVC @ Side Agenda Yards & Black Chain link 6' @ Rear 15C Rye Ridge Plaza New Sign & Awning "Green 5133 Win - Ridge and Tonic" 5 Parkwood Place In-Ground Swimming Pool, 5130 (Kohn)) Patio, Outdoor Kitchen & C— Fence 780 King St Extend Existing Deck w; 5134 (Heinberg) New railing & Decking. New Roof Over Deck 39 Meadowlark Re-Appearance to Show 5122 ML NM (� MR SE JM V SF AC MI KC Road(Rose) Revisions 24 Sleepy Hollow Rear Addition,Deck, Patio 5135 Road(Iacobelli) & Front Covered Porch 980 Anderson Hill Amendment To Prior 5136 Road Approval. Construct New Blind Brook Club Golf Teaching Building, Reconfigure Front Entrance & Golfing Landscape 6 Latonia Road Re-Appearance To Show 5120 (Casino) Revisions 12 Lincoln Ave Two Rear Dormer Additions 5137 (Bainton) & Interior Alterations 57 Hillandale Ave 1 Story Addition, 2nd Story 5138 (Grossberg) Addition, Rear Covered Porch & Front Portico ML NM MR SE JM SF AC M I KC Mike Izzo From: Haroldo Barrios <constructionhb@gmail.com> Sent: Thursday, May 19, 2022 3:50 PM To: Mike Izzo Subject: 5 parkwood pl. RyeBrook Hi Michael Hope all is well Attached are the pictures of the hurricane ties, and simpson post cap connectors Let me know if you need anything else Thank you Haroldo Barrios HB Construction •- r low z 1i 1 11 Vol 0 Yid �r ' w_ �_ w * .��.� � .} � ` �i r�S' �L � �! � � 1 ��,VAA.l r,. r ''»- , i ': �� 1 :- , . �. �._ * ' _► . •„ y •. � _'� � 4 =t Ar Wrap. x.CO*= of science� 5 i - 6 Mike Izzo From: Mike Izzo Sent: Monday, January 4, 2021 11:28 AM To: jeffrey kohn Cc: pierre@sarrazinarchitecture.com; Steven Fews; 'Tara Gerardi'; Laura Petersen Subject: RE: 5 parkwood Hi Jeff, Please note that your PE has yet to provide revised plans that include the pool as impervious coverage as I requested on my previous email of 12.15.20. 1 just left another message with his office staff this morning. My calculations suggest a code compliant installation so I will forward the application for placement on the January 20th ARB Agenda, however I reserve the right to pull the application should your PE fail to provide correctly revised plans for review and confirmation of a code compliant installation by no later than Friday, 1/8/21. Thanks. Michael J. Izzo Building& Fire Inspector Village of Rye Brook, NY (914)939-0668 -----Original Message----- From:jeffrey kohn <jeffreykohnl@yahoo.com> Sent: Wednesday, December 30, 2020 1:43 PM To: Mike Izzo<Mlzzo@ryebrook.org> Subject: 5 parkwood Hello Mike I hope you had a merry Christmas.... I was hoping you can review my pool packet before the January ARB deadline to ensure that all document requirements are met. I appreciate your help and wish you happy and healthy new year. Sent from my iPhone Jeffrey Kohn The Kneaded Bread 917 748 9808 1 Mike Izzo From: Mike Izzo Sent: Tuesday, December 15, 2020 8:59 AM To: jeffrey kohn Cc: pierre@sarrazinarchitecture.com; 'tgerardi@ryebrook.org'; Laura Petersen; Steven Fews Subject: RE: REV02 - Kohn Residence - Progress Set.pdf Dear Mr. Kohn, Unfortunately the revised plans from Badaly Engineering still fail to reference the swimming pool as being included in the proposed impervious coverage calculations, nor have we been provided with a revised Impervious Coverage application sheet containing the corrected calculations. As such your application will be heard at the January 20, 2021 ARB Meeting provided all the correct information has been submitted by no later than January 6, 2021. Please note that I have included Mr. Sarrazin on this email however I was provided no email information for Mr. Badaly or I surely would've included him as well. Thank you. lk hd 11 Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 From:jeffrey kohn<jeffreykohnl@yahoo.com> Sent: Monday, December 14, 2020 4:23 PM To: Mike Izzo<Mlzzo@ryebrook.org> Subject: Re: REV02- Kohn Residence- Progress Set.pdf Good afternoon I hope all is well... my architect, Pierre Sarrazin,just called to tell me we didn't make the December agenda for the ARB meeting. I understand that we made some revisions last minute but had all material submitted on Friday December 11. It would be greatly appreciated if you can get us on for this Wednesday. Let me know if there is anything I can do to make this happen.Thanks in advance Sent from my iPhone Jeffrey Kohn The Kneaded Bread 917 748 9808 On Oct 26, 2020,at 10:43 AM,jeffrey kohn <jeffreykohnl@vahoo.com>wrote: 1 Thx for info. I am aware a lot of info wasn't included. I will keep you abreast as we move forward. Thanks again Sent from my iPhone Jeffrey Kohn The Kneaded Bread 917 748 9808 On Oct 26, 2020, at 10:10 AM, Mike Izzo <Mlzzo@rvebrook.org>wrote: Dear Mr. Kohn, Thank you for the rendering. I realize this is only a sketch however the plans are devoid of any information relating to impervious coverage or the need for a storm water management system based on such, neither do they indicate the proposed location of the pool equipment. The plans call for re-grading however there's no existing topographical information to indicate the extent of such. Neither do the plans contain any information regarding the required pool protection such as an automatic cover or code compliant pool fence, pool surface alarms and alarms and code compliant locks on doors and windows leading to the pool area, or anti-syphon protection for any existing or proposed hose bibs in the pool area. These are my first impressions. Thank you. lffi and(T Izzo Building& Fire Inspector Village of Rye Brook, NY (914) 939-0668 From:jeffrey kohn <]effreykohni@yahoo.com> Sent: Wednesday,October 21, 2020 3:12 PM To: Mike Izzo<Mlzzo@ryebrook.ore> Subject: REV02 - Kohn Residence- Progress Set.pdf Lmk your thoughts.Thx again Sent from my iPhone Jeffrey Kohn The Kneaded Bread 917 748 9808 <REV02 - Kohn Residence - Progress Set.pdf> 2 OR: •' 1�•l�/fie -h\ — �e'E n,\�� i �., � � Q' � I ,�„'.` � �,. 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THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER AM Dorian Insurance Agency PHONE 914 747-1181 Fvc,No): 357 Elwood Avenue M No,Ext):( ) 1 EMAIL Hawthorne,NY 10532 ADDRESS, INSURERISI AFFORDING COVERAGE NAIC# INSURER A:Evanston Insurance Company 35378- INSURED INSURER B:Merchants Insurance Group CASO REMODELING, INC INSURERC: 132 HOBART AVENUE INSURER D: Port Chester,NY 10573 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. INSR ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE I POLICY NUMBER M ! n / lYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000'000 CLAIMS-MADE [X] OCCUR R E IS f OCCUR X 3EZ0081 6/7/2020 6/7/2021 DAMAGE RENTED 105,000 oc ur enc e $ MED EXP An one person) $ ,000 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY a PRO- LOC PRODUCTS-COMP/OPAGG $ 2,000,000 JECT OTHER $ B AUTOMOBILE LIABILITY EaCOMBINEDaccident 1,000,000 SINGLE LIMIT $ X ANY AUTO CAP1071702 8/14/2019 8/14/2020 BODILY INJURY Per person $ OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS ONLY AUTOSV�ryE AU1 S ONLY AUTOS ONL� PROPERTY DAMAGE Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ PER OTH- WORKERS COMPENSATION T T AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $ ❑ OUICER/M� NH)EXCLUDED? N/A E.L.DISEASE-EA EMPLOYE $ If yes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES (ACORD 1D1,Additional Remarks Schedule,may be attached if more space is required) Certificate holder is Additional insured on a primary and non-contributory basis with respect to General Liability for the purpose of issuing licenses or permits. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street _ Rye Brook,NY 10573 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. 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T+•ri 1', 132 HOBART AVENUE Lr�r PORT CHESTER NY 10573 ❑ ray SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CASO REMODELING, INC. VILLAGE OF RYE BROOK 132 HOBART AVENUE 938 KING ST. PORT CHESTER NY 10573 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2455 673-0 1 840444 08/11/2020 TO 08/11/2021 11/26/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2455 673-0, 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. PRESIDENT SAL CASO CASO REMODELING, INC. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 206478021 U-26.3 Laura Petersen From: Dig Safely New York Exactix <tickets@exactix.digsafelynewyork.com> Sent: Friday, August 27, 2021 12:23 PM To: Mike Izzo Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 08/27/2021 12:21 To: VIL RYE BROOK PRIMARY Transmitted: 08/27/2021 12:22 00004 Ticket: 08271-001-076-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 5 To: Name: PARKWOOD PL Cross: From: To: Name Offset: ------------------------------------------------------------------------------ Locate: ENTIRE PROPERTY NearSt: LAWRIDGE DR Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: EXCAVATION FOR NEW POOL AND SITE DRAINAGE SYSTEM Estimated Work Complete Date: 11/30/2021 Depth of excavation: 8 FEET Site dimensions: Length 40 FEET Width 20 FEET Start Date and Time: 09/01/2021 07:00 Must Start By: 09/16/2021 ------------------------------------------------------------------------------ Contact Name: PETER PINTO Company: PINTO POOLS INC, STAMFORD Addrl: 346 THUNDER HILL DRIVE Addr2: City: STAMFORD State: CT Zip: 06902 Phone: 203-223-8006 Fax: Email: pete@pintopool.com Field Contact: PETER PINTO Alt Phone: 203-223-8006 Email: pete@pintopool.com Working for: HOMEOWNER ------------------------------------------------------------------------------ Comments: TRACKING PAD IN FRONT YARD, POOL AND DRAINAGE IN REAR Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 1 Laura Petersen From: Mike Izzo Sent: Tuesday, April 20, 2021 12:55 PM To: Tara Gerardi; Laura Petersen Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Sent: Tuesday, April 20, 2021 11:30 AM To: Mike Izzo <Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 04/20/2021 11:28 To: VIL RYE BROOK PRIMARY Transmitted: 04/20/2021 11:29 00005 Ticket: 04201-001-295-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 5 To: Name: PARKWOOD PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK THE ENTIRE PROPERTY NearSt: LAWRIDGE DR Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL POOL, INSTALLING TANKS FOR DRAIN WATER Estimated Work Complete Date: 04/28/2021 Depth of excavation: 10 FEET Site dimensions: Start Date and Time: 04/28/2021 08:00 Must Start By: 05/12/2021 ------------------------------------------------------------------------------ Contact Name: SAL CASO Company: CASO REMODELING INC. Addr1: 132 HOBART AVENUE Addr2: City: PORTCHESTER State: NY Zip: 10573 Phone: 914-760-9089 Fax: Email: salcaso@gmail.com Field Contact: SAL CASO 1 Alt Phone: 914-760-9089 Email: salcaso@gmail.com Working for: KOHN ------------------------------------------------------------------------------ Comments: 35FTX12FT POOL, DRAINAGE TANKS 8FTX4FT : Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR z Laura Petersen From: Mike Izzo Sent: Thursday, April 15, 2021 3:03 PM To: Tara Gerardi; Laura Petersen Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building& Fire Inspector Village of Rye Brook, NY (914)939-0668 -----Original Message----- From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Sent:Thursday, April 15, 2021 2:38 PM To: Mike Izzo <Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 04/15/2021 14:37 To:VIL RYE BROOK PRIMARY Transmitted: 04/15/2021 14:38 00004 Ticket: 04151-002-322-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 5 To: Name: PARKWOOD PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: IN THE BACKYARD DIRECTLY BEHIND THE HOUSE NearSt: LAWRIDGE DR Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: INSTALL POOL Estimated Work Complete Date: 04/20/2021 Depth of excavation: 10 FEET Site dimensions: Length 12 FEET Width 35 FEET Start Date and Time: 04/20/2021 07:00 Must Start By: 05/04/2021 ------------------------------------------------------------------------------ Contact Name: SAL CASO Company: CASO REMODELING INC. Addr1: 132 HOBART AVENUE Addr2: City: PORTCHESTER State: NY Zip: 10573 Phone: 914-760-9089 Fax: Email: salcaso@gmail.com Field Contact: SAL CASO Alt Phone: 914-760-9089 Email: salcaso@gmail.com 1 Working for: KOHN ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Friday, March 19, 2021 3:48 PM To: Tara Gerardi; Laura Petersen Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Sent: Friday, March 19, 2021 11:34 AM To: Mike Izzo <Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 03/19/2021 11:32 To: VIL RYE BROOK PRIMARY Transmitted: 03/19/2021 11:33 00004 Ticket: 03191-000-854-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 5 To: Name: PARKWOOD PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: IN THE BACKYARD DIRECTLY BEHIND THE HOUSE NearSt: LAWRIDGE DR Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: INSTALL POOL Estimated Work Complete Date: 07/01/2021 Depth of excavation: 10 FEET Site dimensions: Length 12 FEET Width 35 FEET Start Date and Time: 04/02/2021 07:00 Must Start By: 04/16/2021 ------------------------------------------------------------------------------ Contact Name: SAL CASO Company: CASO REMODELING INC. Addr1: 132 HOBART AVENUE Addr2: City: PORTCHESTER State: NY Zip: 10573 Phone: 914-760-9089 Fax: Email: salcaso@gmail.com Field Contact: SAL CASO Alt Phone: 914-760-9089 Email: salcaso@gmail.com 1 Working for: KOHN ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Thursday, March 4, 2021 8:18 AM To: Tara Gerardi; Laura Petersen Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Sent: Wednesday, March 3, 2021 2:27 PM To: Mike Izzo<Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 03/03/2021 14:24 To: VIL RYE BROOK PRIMARY Transmitted: 03/03/2021 14:26 00015 Ticket: 03031-001-113-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 5 To: Name: PARKWOOD PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: IN THE BACKYARD DIRECTLY BEHIND THE HOUSE NearSt: LAWRIDGE DR Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: INSTALL POOL Estimated Work Complete Date: 07/01/2021 Depth of excavation: 10 FEET Site dimensions: Length 12 FEET Width 35 FEET Start Date and Time: 03/08/2021 07:00 Must Start By: 03/22/2021 ------------------------------------------------------------------------------ Contact Name: SAL CASO Company: CASO REMODELING INC. 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Q rn O Z-V Po �On j o�Z O o. o o q rn O 3 Z rn n� �• n�° P1 ^�O N n Go Y v a 0. z 4 A MEMO °� °r) L OCD 6 L 9 S d E L t loft iN304i�]V—d3G ONIcnne qnS jo joq >1oo�e 3A� Jo 39VIIin cyy� ')'GN @P!S OZ-gZ-L L OZOZ 1 330 SIN OWL ow AN')JooJ9 ate r.a Id Poo and 5 r .41. v 3 33 zf•HI L a .•; O''a;- � ' � �_'„fit-•.�3•'�t. � � •- A.�F'•��. `.M :� •4 •,�� yr, 'wiC+iM�►_yam:' `` t,��i �, :t {mot a� _' �t e• y.. * . ,, � • � 9��Z VM NIZ�Iilb'S S3nmow RUld It It (f wN lOaD C A '�' N a.anpopq�aa u.110 tans AIJGCIOJd paiqnS - P00mIJDd T �a loon f6. 91 Y $ IT IT r a g � o oag2 a� � ApGCIOJd JDG�qnS joq�IDIGN @P!S _D •T Fi C_ Gy inaj A; l9 £ � g �M a P 75 l i a _ 9 aa°� `';��s1'� '_ �-r r CL was � a-C •_ ,wd..--=` S a A r r• /■ Y/t ll 70 OCD f 44 i a LIST OF ABBREVIATIONS GE N E R A L N O TES D R A WIN G I N D E X (TOTAL 11 PAGES) [;r�iISED D BADALY ALL WORK SHALL CONFORM TO THE 2020 UNIFORM FIRE PREVENTION AND BUILDING CODE OF NEW YORIK PLANS MAR-Z pp ' ABV ABOVE JC JANITOR CLOSET STATE(THE UNIFORM CODE),THE MUNICIPAL CODE OF THE VILLAGE OF RYE BROOK AND REGULATIONS OF AFF ABOVE FINISHED FLOOR JT JOINT ALL DEPARTMENTS HAVING JURISDICTION. DRAWING D�'�11`D. )ROOK ENCInEERINC DESIGN: ACC ACCESS JB JUNCTION BOX DIMING AD ACCESS DOOR THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL DIMENSIONS AND JOB NUMBER DRAWING NAME IADALYENGPLLC 2 WILSON PLACE,MT,T,VERNON,G VERN NY 10550 KO KNOCK OUT CONDITIONS. - - _---- - _ - -- -_ ..- -- --- AP ACCESS PANEL C-001.00 GENERAL NOTES AND EXISTING SITE PLAN 9141465.9010 BADALY,COM ACT ACOUSTICAL TILE THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS. ADD ADDENDUM -- ANY R THE DIKES OF THESE PLANS,UNLESS DONE BY OR ADJ ADJACENT or ADJUSTABLE LAM LAMINATE UNDER THE DIRECTION OF I A NYS LICENSED P.E.TOR ION THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION C-100.00 SITE PLAN AND ZONING COMPLIANCE WHERE APPLICABLE)IS A VIOLATION OF THE NYS EDUCATION LAV LAVATORY ------.------- ----- --- - uw ARTICLE 145,sEcnoN rzov. AGGR AGGREGATE LH LEFT HAND SHALL BE IN ACCORDANCE WITH OSHA REGULATIONS AND STANDARDS AND ALL LOCAL REQUIREMENTS. C-1 10AO EROSION CONTROL PLAN DOCUMENT MAY NOT BE DISTRIBUTED,REPRODUCED, A/C AIR CONDITIONER LKR LOCKER ALUM/ALALUMINUM THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO FOLLOW ALL SAFE EXCAVATION PRACTICES AND WWAY AFTED,PUBLISHED,TRANSMITTED,MODIFIED,F OR B ANY ACI AMERICAN CONCRETE INSTITUTE L.P. LOW POINT CALL"DIG-SAFELY"AT LEAST 3 WORKING DAYS IN ADVANCE TO MARKUP ANY UNDERGROUND UTILITIES.WO C-120.00 STORMWATER POLLUTION PREVENTION PLAN ENGNEERIN EXPLOITED ANY UNAUTHORIZED WRITTEN PERMISSION FROM BAD THIS ENGINEERING.ANY UNAUTHORIZED MODIFICATION OF THIS EXCAVATION WORK OR DIGGING OF ANY KIND SHALL START OTHERWISE. --- DocuMEN SHALL RENDER n INVALID. ADA AMERICANS W/DISABILITIES ACT MH MANHOLE C-201.00 STORMWATER DRAINAGE DETAILS ASTM AMERICAN SOCIETY FOR TESTING MFR MANUFACTURE(R) ALL WORK SHALL BE PERFORMED IN A WORKMAN-LIKE MANNER BY QUALIFIED JOURNEYMEN OR MASTERS OF MATERIALS C-200.00 SWIMMING POOL CROSS-SECTIONS M AWG AMERICAN WIRE GAGE MO MASONRY EACH TRADE. O MASONRY OPENING APPROX APPROXIMATE M.E. MATCH EXISTING ALL MATERIAL HANDLING AND INSTALLATION SHALL BE STRICTLY IN ACCORDANCE WITH MANUFACTURER'S C-201.00 SWIMMING POOL DETAILS MAT MATERIAL INSTRUCTIONS. )- BB BASEBOARD C-300.00 POOL PUMP SPECIFICATIONS BP BASE PLATE MAX MAXIMUM GENERAL CONTRACTOR SHALL BE RESPONSIBLE,AND PAY FOR ALL TESTS,INSPECTIONS,ETC.AS REQUIRED BY - - - --- - MECH MECHANIC(AL)BM BEAM THE BUILDING DEPARTMENT AND ANY OTHER DEPARTMENTS HAVING JURISDICTIONS. C-301.00 POOL COVER AND CONTROL SYSTEM SPECIFICATIONS � BRG BEARING MC MEDICINE CABINET MBR MEMBER GENERAL CONTRACTOR SHALL VISIT THE SITE AND MAKE HIMSELF FAMILIAR WITH THE WORK AND THE LOCAL C-302,00 POOL LIGHTING AND FILTER SPECIFICATIONS B.M. BENCH MARK -�I B.M. BETWEEN MTL METAL CONDITIONS PRIOR TO SUBMITTING A PRICE TO THE OWNER. BLK BLOCK MN MINIMUM C-303,00 POOL HEATER AND AND PIPE SPECIFICATIONS MR MIRROR ALL SURFACES ADJACENT TO THE WORK AREA,WHICH IS DAMAGED DURING CONSTRUCTION BY THE FORCES BLKG BLOCKING OF THE GENERAL CONTRACTOR,SHALL BE REPAIRED TO MATCH SURROUNDING SURFACES TO SATISFAC11ON BD BOARD MISC MISCELLANEOUS s'�x( B.O. BOTTOM OF MC MISCELLANEOUS CHANNEL OF THE OWNER AND ARCHITECT AT NO ADDITIONAL COST, �V c 1 MTD MOUNTED THE CONTRACTOR SHALL REMOVE FROM THE ALL DEBRIS CREATED BY HIS WORK AND SHALL DISPOSE OF uJ N 49004'00"E 1 00.001 Z Z CAB CABINET MOV MOVABLE THEM IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER AS CONDITIONS WARRANTS. LO y C.I. CAST IRON MUL MULLION IRREG.LINE OF C.L.F. C.H. CEILING HEIGHT AT COMPLETION OF THE WORK THE SITE SHALL BE CLEARED OF ALL DEBRIS AND REMAINING MATERIALS AND _ IGEN ONLINE) CB CATCH BASIN NFPA NATIONAL FIRE PROTECTION THE PREMISES SHALL BE LEFT BROOM CLEAN. i CLG CEILING ASSOCIATION CEM CEMENT NRC NOSE REDUCTION COEFFICIENT THE ENGINEER SHALL BE THE SOLE JUDGE AS TO THE ADEQUACY OF THE WORK PERFORMED.HE SHALL HAVE i CL CENTER LINE NOM NOMINAL THE RIGHT TO ORDER REMOVAL OF DEFECTIVE WORK AND MATERIALS. CT CERAMIC TILE N.I.C. NOT IN CONTRACT CO CLEAN OUT NTS NOT TO SCALE ANY DEVIATION FROM THESE DRAWINGS SHALL CAUSE THE WORK TO CEASE IN THE AFFECTED AREAS UNTIL A THE ENGINEER HAS APPROVED THE CHANGES. CLR CLEARANCE) OC ON CENTER w CW COLD WATER OPNG OPENING NO DRAWINGS SHALL BE USED ON JOB UNLESS THEY BEAR THE STAMP;ISSUED FOR CONSTRUCTION, Liz c o COL COLUMN ;n OPP OPPOSITE 60_LU CONIC CONCRETE OPH OPPOSITE HAND ENGINEER OF RECORD NOT RESPONSIBLE FOR ANY AND ALL BOARD APPROVALS. O W CMU CONCRETE MASONRY UNIT OD OUTSIDE DIAMETER � CONT CONTINUOUS or CONTINUE CONTRACTOR IS CAUTIONED TO MAKE CONTINUOUS OBSERVATION OF THE EXISTING STRUCTURE DURING THE I CONY CONVECTOR OZ OUNCE PERFORMANCE OF HIS WORK.SHOULD HE BECOME AWARE OF ANY SITUATION THAT REQUIRES FURTHER W CA OVERALL INVESTIGATION(SUCH AS CRACKS IN MASONRY AND PARTITIONS,ADDITIONAL OR EXCESSIVE DEFLECTION, PATIO CG CORNER GUARD OH OVERHEAD ETC.)HE SHALL NOTIFY THE ENGINEER, i DP DAMPROOFING 7305E O DEG DETAIL PR PAIR PAINPAIRT(ED) LO C O N S T R U C T 1 O N N O T ES i OO DIAG DIAGONAL DFF DIFFUSER PNL PANEL PTN PARTITION TEMPORARY SHORING:PROVIDE AND MAINTAIN SHORING,BRACING.AND STRUCTURAL SUPPORTS AS i vD DM DIMENSION REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT,SETTLEMENT,,OR COLLAPSE OF CONSTRUCTION PLAS PLASTER DISP DISPENSER PLAM PLASTIC LAMINATE AND FINISHES TO REMAIN,AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF DBL DOUBLE PL PLATE CONSTRUCTION BEING DEMOLISHED. I O DN DOWN PLWD PLYWOOD DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS.AT CONCEALED LLJ I PATIO \ �E= PAD DWG DRAWING PVC POLYVINYL CHLORIDE or COATING SHAD b37 SF u SPACES,SUCH AS,DUCT AND PIPE INTERIORS,VERIFY CONDITION AND CONTENTS'OF HIDDEN SPACE BEFORE i0 T F �� PAD ISSUE: DF DRINK FOUNTAIN PSF POUNDS PER SQUARE FOOT STARTING FLAME-CUTTING OPERATIONS.MAINTAIN FIRE WATCH AND PORTABLE FIRE-SUPPRESSION DEVICES O I 15 SHED PSI POUNDS PER SQUARE INCH DURING FLAME-CUTTING OPERATIONS. nc #DATE DESCRIPTION EA EACH 0 0 213S SF 24.9'CURB O A I1/23/20 INf11AL f1UNG ELEC ELECTRICAL or ELECTRIC QUANT/QTYQUANTITY LOCATE EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON O \ 5 PARKWOOD PLACE EP ELECTRIC PANEL PORT QHESTER.NY 10573 i QT QUARRY TILE SUPPORTING WALLS,FLOORS.OR FRAMING. I � E.W.0 ELECTRIC WATER COOLER Q 1-STORY ELEVATION RAD RADIUS or RADIATOR PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE DURING DEMOLITION. 2-STORY FRAME DWELLING ELEV ELEVATOR REF REFERENCE L— BLOCKA i O LOT:48 EMER EMERGENCY REINF REINFORCEMENT OWNER APPROVAL IS REQUIRED PRIOR TO PROPOSED INSTALLATION OF THE CONSTRUCTION FENCE ON I r EQ EQUAL REQD REQUIRED ADJACENT PROPERTIES. i ZONE:R-15 I 1 I ovERHAnc i A QUALIFIED ENGINEER SHALL BE ON SITE FOR ANY REQUIRED CONTROL INSPECTION AND TO SURVEY ROOFED EXH EXHAUST RD ROOF DRAIN P O LAT zs.D' 1 REV SIONS; i EQUP EQUIPMENT RET RETURN EXIST EXISTING RO ROUGH OPENING CONDITIONS OF BUILDING OR STRUCTURE TO BE REMOVED AND DETERMINE WHETHER REMOVING ANY 0 r a i I a DATE DESCRIPTION ELEMENT MIGHT RESULT IN STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION OF F.A.I, FRESH AIR INTAKE STRUCTURE OR ADJACENT STRUCTURES DURING DEMOLITION OPERATIONS. � i I 1 1/4/21 POOL AREA SAD SADDLE F.O. FACE OF 0 °'1-STORY GARAGE SAN SANITARY ' i O i z 1/22/21 ROOF UNE AT PATIO F.BR. FACE OF BRICK BEFORE STARTING OPERATIONS,PROVIDE THE NECESSARY PROTECTIVE ELEMENTS,WHERE REQUIRED,IN STRICT i SCHED SCHEDULE Z F,O.0 FACE OF CONCRETE ACCORDANCE WITH OSHA RULES AND REGULATIONS.COMPLY WITH HAULING AND DISPOSAL REGULATIONS SECT SECTION OF AUTHORITIES HAVING JURISDICTION AND ALL EXPRESSED IN THE NOTES.COMPLY WITH NFPA 241. 1 F.O.M FACE OF MASONRY F.O.S FACE OF STUDS SIM SIMILAR = _ i FIN FINISH STC SOUND TRANSMISSION ml COEFFICIENT 2020 HIS ECC PROFESSIONAL STATEMENT: FA FIRE ALARM SPKR SPEAKER M. PROJECT TILE: FAA FIRE ALARM ANNUNCIATOR SPEC SPECIFICATION "I,SHAHIN BADALY,DO HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL i I I FHVC FIRE HOSE VALVE CABINET JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 ENERGY CONSERVATION SF SQUARE FOOT CONSTRUCTION CODE OF NEW YORK STATE,CLIMATE ZONE 4A:' a I SWIMMING POOL AND F.D. FLOOR DRAIN or FIRE DAMPER SST/ST.STL,STAINLESS STEEL I 3 N = PAVING AT: FE FIRE EXTINGUISHER SO STORM DRAIN i O; y I FP FIRE PROOF S.F.T. STRUCTURAL(FACED TILE < D``��NG M��I� � 5 PARKWOOD PL. FLUOR FLUORESCENT Sw SWITCH I 70.0 (� rRESPON HIS REVIEW IS FOR GENERAL CODECCalpLiANCE PORT CHESTER,NY 10573 t I/ AND PRACTICES.THE VILLAG@ ASSUMES NO FT FOOT or FEET SIBILITY FOR CORRECTNESS OF DIMENSIONS, BLOCK:1 LOT:48 TEL TELEPHONEFTG FOOTING TAILS,FIELD COND OOSESIGN PROFESSIONAL FDN FOUNDATION N TELEVISION J� F,A.I. FRESH AIR INTAKE TEMP TEMPERED _„ _„ „___•• _.._„__,_.,_•,_,._,__„_.__„_. r.,__., APPLICANT. DRAWING TITLE: FLR FLOOR TERR TERRAllO I t' W- ER EN THK THICK APRON 100.00 S 49°04'00"W GA GAUGE T.O. TOP OF — SNOTED GENERAL NOTES, E O.H.W. POLE IT EXISTING SITE PLAN GALV GALVANIZED TYP TYPICAL GEN GENERAL DROP CURB CURB O REMARKS pp GL GLASS or GLAZING U.L. UNDERWRITERS LABORATORY GB GRAB BAR UC UNDERCUT SYMBOL KEY P A R K W O O D P LA O E GND GROUND UNEX UNEXCAVATED �� BROOK ENGINEERING STREET KEPT. GYP GYPSUM U.C.C. UNIFORM CONSTRUCTION CODE 8 KING Ny IIET SCALE: SEAL AND SIGNATURE: GWB/ GYPSUM WALL BOARD U.O.N. UNLESS OTHERWISE NOTED DETAIL RYE 3M76 FA 7U5'3 PHONE(99419753 FAX(U, LNR T AS NOTED ��Df NEwr GYP.BD. NUMBER DA '1-jpl �9 DATE: �P H1N O HC HANDICAPPED V.I.F. VERIFY IN FIELD _ EXISTING SITE PLAN HR HANDRAIL VCT VINYL COMPOSITION TILE AREA %`\ AREA AREA r--` SCgI@:1/16 ®Y 's 11/612020 ojtr HDWR HARDWARE VWC VINYL WALL COVERING SECTIONED \ DETAILED DETAILED- i ._��- ��I%— JOB NO.: � HWD HARDWOOD VB VINYL BASE 1 I 20227 \�' �___� CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWN BY: HVAC HEATING VENTILATING VOL VOLUME ELEVATION KM ,p �D5661 REFERENCE SECTION DETAIL SECTION DETAIL t, AIR CONDITIONING REFERENCE REFERENCE REFERENCE GROUND WIND DESIGN SUBJECT TO DAMAGE FROM �Ff$810�*v HEIGHT WC WATER CLOSET SHEET LOCATOR SNOW SPECIAL SEISMIC WINTER ICE BARRIER AIR MEAN CHECKED BY: HM HOLLOW METAL wD wooD SPEED TOPOGRAPHIC WIND-BORNE DESIGN FROST LINE TERMITE DESIGN UNDERLAYMEN FLOOD FREEZING ANNUAL s8 HOSE BIBB wH WATER HEATER LOAD WIND WEATHERING HAZARDS H.P. HIGH POINT WP WATER PROOF (PSF) (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED INDEX TEMP DRAWING NO.: WWF WELDED WIRE MESH REVISION SHEET NUMBERING MODERATE INCAND INCANDESCENT wT WEIGHT r #NUMBER/LETTER AND A-XXX 30 PSF 120 NO YES 30 PSF B SEVERE 3'-6" TO HEAVY 15 DEG.F YES SEE BELOW 1500 52 DEG.F C-001 .00 INCL INCLUDE(D),(ING) WO WINDOW OPENING SYMBOL � INTERIOR DIAMETER W/ WITH "CLOUDED"AREA REVISED INSUL INSULATE(D),(ING),(TION) W/O WITH OUT SHEET NO.IN CHAPTER FLOOD HAZARDS: wv INVERT — CHAPTER LETTER (a)FIRST CODE DATE OF ADOPTION DULY 9,1980. WGL WIRE GLASS (b)DATE of FLOOR INSURANCE STUDY JAN.21,1998. SHEET No.: INV EL INVERT ELEVATION (c)MAP PANEL NUMBERS 36119CO907F THROUGH 36119CO338F EFFECTIVE SEPT.28,2007. 1 F 11 Property Address(es): 5 PARKWOOD IDL Zoning District(s): R-1 5 g A @A L Y Structure/Site Use(s): ONE-FAMILY DWELLING UNIT LC z z Floor Area By Use(s): RESIDENTIAL FLOOR AREA ENGINEERING DESIGN u.j N 49004100"E 100.00 BADALY EN LO LO 11� 2 WILSON PLACE,MT GINEERING PLLC.VERNON,NY 10550 0 Variance (914)465-9010 BADALY,COM IRREG.LINE OF C.L.F. Item Rewired Permitted Existinq Proposed Reauested ANY ALTERATIONS OF THESE PLANS,UNLESS DONE BY OR 'GEN I NONE] UNDER THE DIRECTION OF A NYS LICENSED P.E.(OR RA. Floor Area Ratio - - WHERE APPLICABLE)IS A VIOLATION OF THE NYS EDUCATION NO LAW ARTICLE 145,SECTION 7209, Building Height(stories) 2 2 2 NO DOCUMENT MAY NOT BE DISTRIBUTED,REPRODUCED, COPIED,PUBLISHED.TRANSMITTED,MODIFIED,OR IN ANY Building Height(feet) 30 30 30 NO WAY EXPLOITED WITHOUT WRITTEN PERMISSION FROM BADAIN ENGINEERING,ANY UNAUTHORIZED mooncxjON OF THIS • Lot Coverage-Buildings 16 12.6 12.6% NO DOCUMENT SHALL RENDER IT INVALID. Lot Coverage-Impervious Surface(%) 25 28.5% 28.3% NO Lot Area(square feet) 15,000 17,000 17,000 NO Lot Width and Frontage-(feet) 75 100 100 m NO Front Yard Setback(feet) 40 42.2 42.2 NO 0 z u: Z M Side Yard Setback-Each Yard(feet) 15 15.3 94.6 NO _j z Z*n Side Yard Setback-Total(feet) 1 40 40.2 1 40.2 NO u PENTAIR GOBRITE POOL LED--- PENTAIR CLEAN AND CLEAR Rear Yard Setback 40 40 40 NO LL_Uj /-IL11 CATRIDGI 0 LIGHTS,SEE SPECIFICATIONS FILTER-CCP520,SEE SPECIFICATIONS Number of Off-Street Parking Spaces 2 PER DU 2 2 NO Number of Off-Street Loading - - NO Lu NM: EYCOLITE POOL LOT AREAo COVER 0 NONCONFORMITIES ON LOT PERMITED AS PER:§250-6(F)-2 0 1 J `O 100 FT X 170 FT=E 17,000 SF 9'-12'RETRACTAB NONCONFORMING STRUCTURES,USE AND LOT-CONTINUATION OF EXISTING CANTILEVE 0L0 NONCONFORMING USES,STRUCTURES AND LOTS.EXCEPT AS OTHERWISE UMBRELILA 0 EXISTING COVERAGE(BUILDIN" PROVIDED IN THIS SUBSECTION F,NONCONFORMING STRUCTURES,USES AND UNE OF I LOTS MAY BE CONTINUED DESPITE THEIR RESPECTIVE NONCONFORMITIES WITH THE REGULATIONS THEN IN EFFECT FOR THE DISTRICT IN WHICH SUCH LAND OR AB ROOE 17 PRINCIPAL BUILDING: =2,133 SF USE,STRUCTURE OR LOT IS SITUATED.SAID USES,STRUCTURES AND LOTS SHALL STONE PATIO 25-T CONTINUE TO BE DEEMED NONCONFORMING USES,NONCONFORMING --------- PENTAIR SUPERFLO VST- PRINCIPAL BUILDING LOT AREA: 2,133 SF 17,000 SF 0.125 12.5% STRUCTURES AND NONCONFORMING LOTS. -VARIABLE SPEED FUND,SEE GENERATOR SPECIFICATIONS OVIDE II SF EXISTING IMPERVIOUS COVERAGE TABULATION: : FILING H --------- RAYPAK DIGITAL GAS IPOOL HEATER S AS ✓ MODEL A06A,SEE RE ED SPECIFICATIONS SIDE YARD AT NEW STAIRS PERMITED AS PER:§250-6(B)-I a �u SHED PRINCIPAL BUILDING: =2,133 SF LO 12 SF PAD PATIO/TERRACES.A PAVED PATIO OR TERRACE SHALL BE INCLUDED IN THE 1 SSF DRIVEWAY: =1,025 SF DETERMINATION OF MAXIMUM IMPERVIOUS SURFACE COVERAGE.SUCH pq 15. AC PATIO OR TERRACE MAY HAVE AN OPEN RAILING NOT OVER 38 INCHES IN HEIGHT AND SHALL NOT PROJECT INTO ANY YARD TO A POINT CLOSER THAN 0 WALKWAY AND STEP: 251 SF CURB SIX FEET TO ANY PROPERTY LINE. 24.9' O I PARKWOOD PLACE 0 EXIST.PATIO: =537 SF+730 SF 1,267 SF PORT CHESTER.NY 10573 1-STORY SHED: =12 SF+74 S F=86 SF NEW ON-GR�DE TERRACE 2-STORY FRAME DWELLING 8,STAIR SEE ARr-HITECTURAL I GENERATOR AND A.0 =11 SF+25SF=36SF FOR DETAILS BLOCK:1 LOT:48 DN ROUGH WALK: 39 SF ELUL ZONE:R-15 I 16 #DATE DESCRIPTION OVERHANG CURB: 13 SF 6'-0'M-[N. - A 11/23/20 INITIAL FILING 25.0 ROOFED 71 LIGHT:PLAT 2 SF 0 0 EXISTING IMPERVIOUS SURFACE: =4,852 SF �O --STEPS--- L0 0 EXISTING IMPERVIOUS COVERAGE: =4,852 SF 17,000 SF=28.54% 0 I p0 11-STORY GARAGE C< I I REVISIONS: z #DATE DESCRIPTION PROPOSED IMPERVIOUS AREA TABULATIONS: TOTAL IMPERVIOUS COVERAGE TABULATION: 1 1/4/21 POOL AREA PROPOSED INGROUNG POOL AREA: PRINCIPAL BUILDING: =2,133 SF 2 1/22121 ROOF LINE AT PATIO AREA F=18.0 FT X 36.0 FT=648 SF m DRIVEWAY: =1,025 SF PROPOSED STONE PATIO AREA: WALKWAY AND STEP: =251 SF m: AREA A=KO FT X 12.17 FT=243.40 SF AREA B=21.91 FT X 24.12 FT=528.47 SF SHED: =86 SF PROJECT TITLE: > n AREA C=20.0 FT X 5.0 FT=100 SF > SWIMMING POOL AND o GENERATOR AND A.0 =36 SF AREA D=45,75 FT X 22.0 FT-648 SF=358.5 SF > AREA E=(4 FTX4 FT)/2=8SF PAVING AT: ROUGH WALK: =39 SF a 'n eu AREAS(A+B+C+D+E)=243.40+528.47+100+358.5+8 1,238 SF ;z 5 PARKWOOD PL. m CURB: =13SF ::E PORT CHESTER,NY 10573 > TOTAL PAVED AREA FOR POOL AND STONE PATIO 1,238 SF+6�48 SF 1,886 SF LIGHT: =2 SF BLOCK:I LOT:48 DRAWING TITLE: 70.0 45.75 PROP.STONE PATIO: =1,238 SF SITE PLAN AND 12.17 5.0 INGROUND POOL: =648 SF ZONING ...... ....... 36.0 100.00 S 49004'00"W v 9 COMPLIANCE P L APRON 0 C14 F 0 1 0 PROPOSED IMPERVIOUS SURFACE., =5,471 SF E O.H.W. POLE o6 ci SCALE: SEAL AND SIGNATURE: PROPOSED IMPERVIOUS COVERAGE:=5,471 SF 17,000 SF 32.2% OF NE AS NOTED DROP CURB CURB C SWIMMING POOL DATE: TOTAL NEW IMPERVIOUS AREA: 11/6/2020 JOB NO.: PROPOSED IMPERVIOUS SURFACE-EXISTING IMPERVIOUS SURFACE 5,471-4,852 SF 20227 24.12 DRAWN BY: ARKWOOD PLACE .0 E KIM Osseo, 4.0 CHECKED BY: st O SB (B) SITE AREA DIAGRAM DRAWING NO.: PROPOSED SITE PLAN C 100.00 Scale:3/32"=1 1-01, SHEET NO.: 2 OF 11 EROSION CONTROL NOTES: BADALY I STABILIZE ENTIRE PILE FILTER CLOTH NOTE#1 1,PRIOR TO THE START OF CONSTRUCTION EROSION CONTROL DEVICES SHALL BE IN PLACE AS SHOWN ON THESE PLANS. WITH VEGETABLE OR COVER FILTER X,MIRAFI loox 2 SLOPE OR LESS STABILINKA T14ON 2.FINAL GRADES SHALL BE ESTABLISHED AS SOON AS POSSIBLE AND TOP SOILED AND SEEDED TO PROVIDE A TURF WHICH WILL STABILIZE SLOPES AND PREVENT EROSION. --—1 OR APPROVED EQUAL ENGINEERING DESIGN 10'MAX.C.TO C. 6ADALY ENGINEERING PLLC 3.SLOPES TO REMAIN OPEN FOR MORE THAN THREE WEEKS SHALL BE PROTECTED WITH TEMPORARY SEEDING OR STAKED NETTING. - - 2 WILSON PLACE MT.VBRNON,NY 10550 4.EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL AND SHALL BE CLEANED,REPAIRED OR REPLACED AS NECESSARY. 914J 465-9010 BAD ALY.COM ANY ALTIRA71ONS OF THESE PLANS,UNLESS DONE BY OR 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCEN WITH"NYS STANDARDS AND SPECIFICATIONS FOR EROSION&SEDIMENT CONTROL". UNDER THE DIRECT ON OF A NYS LICENSED P.E.TOR R.A. MIN.SLOPE WHERE APPUCABLEI IS A VIOLATION OF THE NYS EDUCATION (MIN.SLOPE TAWBALESOR LL z LAW ARTICLE t4s,sECnoNZzo9. 6,THE CLEANING OF EXISTING DOWNSTREAM AREAS FROM ALL SILTATION AND CONSTRUCTION DEBRIS SHALL BE PERFORMED AS REQUIRED,AND UPON COMPLETION OF WORK. / SILT FENCE III WOVEN WIRE FENCE O_ DOCUMENT MAY NOT BE DISTRIBUTED,REPRODUCED, (MIN 141/2 GAUGE, I i COPIED,PUBLISHED,TRANSMBTED,MODIFIED,OR IN ANY (? 7,THE ENGINEER MAY AT HIS DISCRETION REQUIRE ADDITIONAL EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION TO MITIGATE UNFORESEEN EROSION AND SILTATION. INSTALLATION NOTES: 6"MAX.MESH SPACING) ti WAY x IEXPLOITED WITHOUT WRITTEN PERMISSION FROM BADALY ENG NEERING,ANY UNAUTHORIZED MODIFICATION OF THIS DOCUMENT SHALL RENDER IT INVALID, 1.AREA CHOSEN FOR STOCKPILED OPERATIONS SHALL BE DRY AND STABLE. I L � 2.SOILS OR FILL TO BE STOCKPILED ON SITE DURING CUTTING AND FILLING ELEVATION ACTIVITIES SHOULD BE LOCATED ON LEVEL PORTION OF SiTE WITH ADEQUET SETBACKS FROM TEMPORARY DRAINAGE SWALES, 36"MIN. FENCE POST 3l.MAXIMUM SLOPE STOCKPILE SHALL BE 1 TO 2. WOVEN WIRE FENCE(tat/z GA.MIN., 6"MAX.MESH SPACING)WITH"'TER 44.UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE SURROUNDED CLOTH OVER. i PROVIDE SILT FENCE AND HAYBALE WITH SILT FENCING OR STRAWBALES,THEN STABILIZED WiTH VEGETABLE (SEE C-100.00j OR COVERED. UNDISTURBED FLOW GROUND w J �N49'04'00" 1 O0.007 z 5.STOCKPILES REMAINING IN PLACE FOR MORE THAN A WEEK SHOULD BE SEEDED LR `; 0 AND MULCHED OR COVERED WITH GEOTEXTILE FABRIC SURROUNDED BY SILT FENCE. O V O O EMBEDDED FILTER CLOTH Z _ C:.F. MIN.6"ITO GRQUND 6.SEE SPECIFICATIONS AND DETAILS FOR INSTALLATION OF SILT FENCE. - SECTIO / SOIL STOCKPILE DETAIL CONSTRUCTION NOTE FOR FABRICATED SILT FENCE iSTOCK PILE Z N.T.S. 1.36"MIN.STEEL POSTS,EITHER T OR U TYPE OR 2'HARDWOOD POSTS,DRIVEN MIN.le'INTO m GROUND. 0- 2,WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES, W I Z 0 3.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY L+J Z' �� AREA OF DISTURBANCE:6,800SF UU' ,,_„ r 4;WHEN TWO SECTIONS OP AND MID EOFOFILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED Au ccaiPnFrcv n '- -- i BY SIX INCHES AND FOLDED.FILTER CLOTH SHALL BE EITHER FILTER X,MIRAFI 100X,STABUNKA T140N, O� ,s cro I OR APPROVED EQUIVALENT. } 1 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN"BULGES"DEVELOP IN THE SILT FENCE. I°I 1 W 6i.CONTRACTOR MAY USE PREFABRICATED UNITS,AS MANUFACTURED BY GEOFAB,ENVIROFENCE, OR APPROVED EQUAL, Q IDE SILT FENCE AND HAYBALE —�� PR4E SILT FENCE AND HAYBALE (SEE C-100.00j Ca,L fsEEo 1 oo.00j JMRRF.,A SILT FENCE DETAIL v> PEN AIR SJPFRfLO V.tt YRA9 FSFFE�PUMO.Sf£ 5 CRipNS r'fi I, ' 11 SIF �r ;z ce s -- aA AeEPool HfAnR 59 OR GREATER AS REQUIRED PUBLIC ROW - -- o�1w�.,P-TEP lJ.l PfC CAIpNS t 30'ON SINGLE FAMILY RESIDENTIAL LOT PAD �D _ SHED S _ O i III i-FI AVEMENT AC 249'CUR& ANGLE FIRST STAKE Q - -- 5 r XWOQD PLACE I O z TOWARD PREVIOUSLY PORT CHESTER.NY 10573 EXISTING GROUND _ LAID BLADE ° ® I-STORY I C) ISSUE: L� Nnv oucR.Eleeaace 2-STORY FRAME DWELLING 611A'.RSEEA HIf,-CNRAL F� FoaoRAi;s BLOCK:1 I Kam�w FLOW—i too #DATE DESCRIPTION DN LOT:48 FILTER CLOTH A 11/23/20 INITIAL FILING ZONE:R-15 I r ILALM_ OVERHANG PROIFILE-N.T.S I PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION d'0`MIN.W PLAT ENTRANCE AND PUBLIC R.O.W, �I I rI ROOFED 2 O 5,0 SIY O i R GREATER AS REQUIRED Lamo I I I STEPS I 30'ON SINGLE FAMILY O I RESIDENTIAL LOT O i 0 1-STORY GARAGE i Z j EXISTING GROUND 25'R Z 1 + I REVISIONS: . FLOWS I 1 1 #DATE DESCRIPTION m 1 2I = 54 I I I I I I I 4"VERi1CAL FACE 1 1/4/21 POOL AREA \mz 2 1/22/21 ROOF LINE AT PATIO (J i PAVEMENT M. ;,IjU� — — i o PLAN VIEW T -N.T.S. 25 R b BEDDING DETAIL —A PROJECT TITLE: T I MOTES 7 1.STONE SIZE-USE Z'STONE,OR CONSTRUCTION SPECIFICATIONS /®.0' '��I SWIMMING POOL AND 2A LENGTH 30FOOTMINIMU?LENHANG TH HFEET WOULD APPLY SINGLE RESIDENCE LOT EQUIVALENT 1 AND IN A ROW WITH END TIGHTLY ABUTTINGINOADJOACE T BALES. PAVING AT. OR RECYCLED ON R NA ' _.. .. _. ._.._.._.. .._.._.._._.._-._.._.._.._.._.._..�. _..� 3.TTHICKNESS-NOT LESS THAN SIX 16)INCHES.). r 4.VNIDTH-TWELVE(12)FOOT MINIMUM.BUT NOT LESS THAN THE FULL WIDTH 100.�0' AT POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IFSINGLE 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 41NCHES 5 PARKWOOD PL. APRON S 49°O4'OO I W ENTRANCE CLOTH TO H SIGH AND PLACED SP THE BINDING ARE HORIZONTAL, PORT CHESTER,NY 10573 5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING E O.H.W. POLE OF STONE BLOCK:1 LOT:48 - 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES DROP(CURB CURB SITRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS OR REBARS DRIVEN THROUGH THE BALE.THE FIRST STAKE IN EACH BALE DRAWING TITLE: "PRACTICAL.A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGEL TO PARKWOQ-Q 7.nNEVENT TRACKING -THE ENTRANCE SHALL DI MAINTAINED IN LI CONDITIONHTS-O WHICH ALL FORCE THE BALES TOGETHER.STAKES SHALL BE DRIVEN FLUSH WITH SEDIMENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC PUBLIC RIGHTS-OF-WAY ALL EROSION CONTROL SIEDIMET SPILLED.DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY THE BALE, N4UST BE REMOVED IMMEDIATELY B.AHEN WASHING IS REQUB€D,IT SHALL BE DONE ON AAREA STABILIZED WITH 4.INSPECTION SHALL BE MADE FREQUENTLY AND REPAIR SHALL BE MADE PLAN AND DETAILS STTONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE, PROMPTLY AS NEEDED. 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 5. BALES SHALL BE REMOVED WHEN THEY SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. SCALE: SEAL AND SIGNATURE: AS NOTED(12 EROSION_CONTROL PLAN STABILIZED CONSTRUCTION ENTRANCE 5 HAYBALE DETAIL DATE: �p'N1N p9 Scale:1/16"=1'-0" -- N.T.S. N.T.S. 11/6/2D20 �C JOB NO.: 20227 DRAWN BY: KM a osseel CHECKED BY: 9�FFS iION�� SB DRAWING NO.: /� `/-110.00 SHFF•NO.: 3 OF 11 Badcly Engineering �u N 49004'00"E 100.00 z z 2 Wilson Place B A @A LY LO io WESTCHESTER ♦COUNTY DEPARTMENT OF HEALTH BA@ALY Mt.Vernon,NY 10550 Bureau of Environmental Quality c; 118 North Bedford Road IRREG.LINE OF C.L.F. ---------\-.-.'-.. Mount Kisco,NY 10549 SITE DRAINAGE CALCULATION BADALY ENGINEERING PLLC (GEN NUNS kD 2 WILSON PLACE,MT,VERNON,NY 10550 DESIGN DATA SHEET-SEPARATE SEWAGE SYSTEM FILE NO. (9141465-9010 BADALY.COM Owt iAddress 1�f PA91c LOc)00 "40 (18)CULTEC RECHAR ER ANY ALTERATIONS OF THESE PLANS,UNLESS DONE BY OR b UNDER THE DIRECTION OF A NITS LICENSED P.E.(OR R.A. 330XL STORMWATER Located Sec)'-9�4�Block Lot PROJECT: 5 PARKWOOD PLACE February 21,2021 WHERE APPLICARBLE)IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145,SECTION 7209. Municipality Py5(-g;=suod) Watershed DESCRIPTION: STORMW ATER MANAGEMENT I OF I RETENTION CHAMBERS DOCUMENT MAY NOT BE DISTRIBUTED,REPRODUCED, DRYW ELL DESIGN KM CHK'D: SB COPIED,PUBLISHED,TRANSMITTED,MODIFIED,OR IN ANY SOIL PERCOLATION TEST DATA REQUIRED TO BE SUBMITTED WITH PPLICATION WAY EXPLOITED WITHOUT WRITTEN PERMISSION FROM BADALY 10'-0"MIN. ENGINEERING.ANY UNAUTHORIZED MODIFICATION OF THIS DOCUMENT SHALL RENDER IT INVALID, Presoak Date.?2-I1'2.-2l Rua Date:a�)L,?/,,ZZ SITE STORMWATER DRAINAGE DESIGN TO.P.L. A DID PERCOLATION THE FOLLOWING DRAINAGE DESIGN HAS BEEN CALCULATED BASED OFF THE PROCEDURE OUTLINED IN 10'-0"MIN. p, Hole CLOCK TM 60 JDPE PIPE CLEANOUT z Depth to Water Water o' THE WESTCHESTER COUNTY BEST MANAGEMENT PRACTICES STORMWATER MANUAL(1984 EDITION) LLJ TO.P.L. 0 z I From Ground Surface Level Rate M L':Z I !k 0 U E:0 Elapse I I Drop I Z I Ron Mirdin SITE AREAS J Hole Time Start I Stop In Number No. Start Stop Mi.. Inch. Inches inch- Drop PENTAIR CLEAN AND CLEAR te o LL LU PENTAIR�%713RFE POOL LEI -0 PLUS CATRIDGE NOTE:NO CHANGE PROPOSED TO EXISTING BUILDING OR ROOF AREA. LIGHTS,@j IFSPECIFICATION! 0 0� ILTER-CCP520,SEE 2 z to z oe SPECIFICATIONS ,o,, 7,'; I_T AREA(FT')l AREA AC) 4 do !k.g PAVED 5,471 0.1256 Uj 5 SITE 5,471 0.1256 MEYCOLITE POOL -dH- 0 2 1 MAXIMUM REQUIRED DETENTION VOLUME NEW SQ. -COVER 0 DRAIN NEW 16"SQ. �0 4 9'x12'RETRACTABLE �; I f I i TOTAL DRAINAGE AREA=F 5,471.0 SF YARD DRAIN Lr)CANTLEVE 'I f2. RAINFALL R-ji 0 5 t INTENSITY,I= 6 IN/HR UMBRELLA E: it 0 -qD I-e UNEOF w I I 2 I ASSUME HYDROLOGIC SOIL GROUP C ROO a'0 3 CURVE NUMBERS&RUNOFF DEPTHS DETERMINED FROM TABLE 3-2&3-4 T--F-7 if'R6- I 1 1 ABOVE E-BI A STONE PATIO :/1A k o. 4 PENTAIR SU ERFLO VST- 5 ----VARIABLE SPEED PUMO,SEE MV I SPECIFICATIONS RUNOFF COEFFICIENT FOR PAVED AREA W 16'SQ. 1 2 2 PROVIDE GENERATOR L- Perctest done by: rd CEUNG- RD D AIN 11 SF Notes: '6 SQ GENER D Al 1 1 HEATERS AS --.-RAYPAK DIGITAL GAS POOL HEATER - REQUIRED MODEL 406A,SEE 1.Tests to be repeated at same depth until approximately equal sail rates are obtained at each FOR PRE DEVELOPED SITE W/OPEN SPACE AND FAIR CONDITION GRASS RUNOFF COEF.SPECIFICATIONS percolation test hole.All data to be submitted for review. 4.'C HDPE PI'EAT AT LU SHED /B'i EXIST. ER[a CL LIT IN.1 8 j1/FI SLOPE 0 2.Depth measurements to be made from top of hole.DO NOT REPORT INCREMENTS OF LESS 0 FRAD D 111KI)PE PIPE AT DIN FRO 0 THAN ONE INCH. FOR A 25 YEAR STORM WITH A RAINFALL DEPTH OF 6 INCHES,USING INTERPOLATION: I N/ET SLOPE 2 F (VI) 5.76 IN FOR DEVELOPPED SITE 15. AC REQUIRED VOL.=A(V,)X SITE AREA OC 0 DIN FROM ROOF qj�.�FRGOOWROC.FREQUIRED VOL.= 2,626.1 CF 000 PLA 0 5 PARKWOOD PLACE I 0 O i PORT CHESTER.NY 105 1-STORY 0 NEW ON-GRADE TERRACE 2-STORY FRAME DWELLING CULTEC Stormwater Design Calculator &STAIR SEE A HFECTURAL I FOR DETAILS BLOCK:1 CULTEC Date:IFebruary 23,2021 Project Number:120227 LOT:48 ON ZONE:R-1 5 KOHN RE IDENCE SHAHIN BADALY 11 1-6" 5 PARKWOOD PLACE BADALY ENGINEERING PLLC #DATE DESCRIPTION OVERHANG RYE BROOK 2 WILSON PIE IN MTVERNON NY A 11/23120 INITIAL FILING 6'-0"MIN. EXIST.L USA 10550 ROOFED USA > An RECHARGER 330XLHD E' PLAT FROM RO 5144659010 HAHINQBADALY COM 0 du 0 >< NE A �0 Recharge,330XLHD B-kd.wn of Storage Provided by z e LO o- Chamber Specifications R chzurg�r 330XLHD Stounrriwater System 0 Height .. Inches E Chambers 1 'U to' I-STORY GARAGE EX T.LE Width 52.0 inches -fthN`Fe"e'd' moot... - cu fee REVISIONS. 0 ER DN C F Installed 8.50 fact Withr,Stone 1,123.66 cu.feet FIR M ]led Length 7.00 feet T*1171�L*nt d 2,42L.6 cu. #DATE Total ��!rmld N .Feet,Bar Chamber Volume 52.21 cu.feet Alp RN-al 23?7.80 DESCRIPTION Installed Chamber Volume 91.68 cu.feet z 2 rx .0 H�PE PIPE AT - 0 Materials List NJ INI z 0 Total Number of chambers Required 24 pleces Ilk Separator Row Chambers 6 Places 5vpQty Id,T1 M, Starter Chambers Places 10' z -0"MIN. U Intermediate Chambers 16 pieces 0- End Chambers 4 Places, HVLV FC-24 Feed Connedom 6 Places eac�ow 2 1"t-olm."fods TO.P.L. ;o -r--��TO-P�.L- CULTEC No,410 No Woven G�toxtlla 358 sq.yards CULTEC No.4800 Woven Gactextile In. feet PROJECT TITLE: Stone 104 cu,yards > (6)CULTEC RE�HARGER SWIMMING POOL AND t n PAVING AT, > 330XL STORMWATER ,000 c"I eg • CNI 8> RETENTION CHAMBERS Nj '1 0 IT]- cr, 5 PARKWOOD PL. 0* ------------ - ........... PORT CHESTER,NY 10573 < -92 Number of Rows wide 4 pieces o- Numb of Chambers L. BLOCK:I LOT:48 m tr pieces♦ b:.b.Row WIdth z- 20.33 feet DRAWING TITLE: Chamber Row Length 43.50 T: :;'1 z feet .t > Bed Width 22.33 f X - 17 Bed Length 45.50 feet 9 d b Bed Area Required 1016.17 sq.feet STORMWATER 71-.:7 1 Length of Separator Row_ 43.50 feet 7000' POLLUTION .1 tallk-1-o, N. -off�I-so,'�' 6"0 HDPE PIPE AT MIN.118 INIFT SLOPE A PREVENTION PLAN& a I' II IIICLEANOUT 20'-0" CALCULATIONS -1--roe-a- TRENCH DRAIN 100.00, S 49004'00"W SCALE: SEAL AND SIGNATURE: POL APRON AS NOTED T' �o;'F NE At,,4 -7------------ E O.H.W. POLEwy DATE: I I/6/2D20 DROP CURB CURB JOB NO.: 20227 x1av, DRAWN BY: 00.566, DRAWN CHECKED BY. SS1 K Lif 1 6r9k%W#LM SB DRAWING NO,: Section I StoneA Depth of Be, 12. lrrlre� STORMWATER POLLUTION PREVENTION PLAN "a.",Height 30.0 Inches Inches c Depth of Ston Above Units 6.0 I 01-G, D Depth of 95%Compacted Fill 10.0 Inches C-1 20.00 E Max.Depth Allowed Above the Chamber 12.00 feet F Chamber Width 52.0 Inches Center to Center spacing 5.33 :at Effective Depth 4.04 feet SHEET NO.: -Bed Depth 4.83 feet 4 OF I I - --------- CULTEC RECHARGER@ 330XLHD PRODUCT SPECIFICATIONS GENERAL ACCEMINOG INLET FILTER PLACED BENEATH CONNECTIONS - FINISHED GRADE BADALY ALL CHAMBERS CULTEC RECHARGER 330XLHD CHAMBERS ARE DESIGNED FOR UNDERGROUND STORMWATER MANAGEMENT.THE CHAMBERS MAY BE GREATER THAN 18,0 INCHES DIA.FILTER 4 OZ.NON-WOVEN FILTER FABRIC AROUND USED FOR RETENTION,RECHARGING,DETENTION OR CONTROLLING THE FLOW OF ON-SITE STORMWATER RUNOFF. STONE,TOP AND FIL MANDATORY FABRIC ISTO EXTEND A MIN,OF&0 FEET ENGINEERING DESIGN: PAST LINER AND OVERLAP A MIN,OF 1.0 CHAMBER PARAMETERS FOOT BENEATH THE POLYETHYLENE LINER ® NATURALLY COMPACTED FILL BADALY ENGINEERING PLLC j 1.THE CHAMBERS WILL BE MANUFACTURED BY CULTEC,INC.OF BROOKFIELD,CT 203-775-4416 OR 1-800-428-5832, z wlLsoN PLACE,Mr.VERNON,NY 1065a ( I NATURALLY COMPACTED FILL HVLV FC-24 FEED CONNECTOR WHERE SPECIFIED � ;o (9Ta1465.9010 BADALY.COM a, RECHARGER 330XLHD 1.21NCH DIA. ANY ALTERATIONS OF THESE PLANS,UNLESS DONE BY OR 2.THE CHAMBER WILL BE VACUUM THFRMOFORMED OF BLACK POLYETHYLENE, w FINISHED GRADE p HEAVY DUTY CHAMBER WASHED,CRUSHED STON 4 OZ,NON-WOVEN FILTER FABRIC AROUND STONE.TOP AND SIDES UNDER THE DIRECTION OF A NYS LICENSED P.E.(OR R.A. 9.0'MW. J 3.THE CHAMBER WILL SEARCHED IN SHAPE. `� - '%� 4 OZ.NON-WOVEN MANDATORY;BOTTOM PER WHERE APPLICABLEI IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145,sECTIDN 7209. FILTER FABRIC ENGINEER'S DESIGN PREFERENCE �// / ✓ '° //' f DOCUMENT MAY NOT BE DISTRIBUTED,REPRODUCED, 4.THE CHAMBER WILL BE OPEN-BOTTOMED. CULTEC HVLV FC-24 FEED CONNECTOR 0A�/ / COPIED,PUBLISHED,TRANSMITTED,MODIFIED,OR IN ANY \� \ WAY EXPLOITED WITHOUT WRITTEN PERMISSION FROM BADALY 5.THE CHAMBER WILL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD.CONNECTIONS MUST BE FULLY WHERE SPECIFIED N �/� j N ® I' C ENGINEERING.ANY UNAUTHORIZED MODIFICATION OF THIS SHOULDERED OVERLAPPING RIBS,HAVING NO SEPARATE COUPLINGS OR SEPARATE END WALLS / h DOCUMENT SHAD RENDER INVALID, //) /\ N CH Z WASHED CRUSHED STONE INCH BENEATH 6.THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER 330XLHD SHALL BE 30.51NCHES(775 mm)TALL,52 \ AND ABOVE CHAMBERS �2ovl INCHES(1321 mm)WIDE AND 8.5 FEET(2.59 m)LONG,THE INSTALLED LENGTH OF A JOINED RECHARGER 330XLHD SHALL // %i//////✓//i d BE 7 FEET(2.13 m). .✓i/i, 7.MAXIMUM INLET OPENING ON THE CHAMBER END WALL IS 24 INCHES(600 mm). w^ 4'-la' 4'4" CULTEC RECHARGER 330XLHD Z HEAVY-DUN CHAMBER E 8,THE CHAMBER WILL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV@ FC-24 FEED CONNECTORS TO CREATE AN CULTEC NO.20L POLYETHYLENE LINER TO BE PLACED a "R ® O C INTERNAL MANIFOLD.THE NOMINAL DIMENSIONS OF EACH SIDE PORTAL WILL BE 10.5 INCHES(267 mm)HIGH BY 11.5 DESIGN ENGINEER RESPONSIBLE FOR BENEATH HVLV FC-24 FEED CONNECTORS WHEN UTILIZING INCHES 292 mm WIDE.MAXIMUM ALLOWABLE OUTER DIAMETER O.D.PIPE SIZE IN THE SIDE PORTAL IS 11.75INGHES ENSURING THE REQUIRED BEARING CAPACITY INTERNAL MANIFOLD AND BENEATH ALL INLET PIPES b 2.01NCH MIN.WIDTH OF I J ( N OF SUB-GRADE SOILS(TYP,) 1-2 INCH WASHED CRUSHED (298 mm). STONE BORDER SURROUNDING GENERAL NOTES ALL CHAMBERS 9.THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC-24 FEED CONNECTOR SHALL BE 12 INCHES(305 mm)TALL, RECHARGER 330XL HD BY CULTEC,INC.OF BROOKFIELD,CT. ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED WITH A 16 INCHES(406 mm)WIDE AND 24,2 INCHES(614 mm)LONG. STORAGE PROVIDED=11,32 CF/FT PER DESIGN UNIT.REFER TO COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CULTEC,INC.'S CURRENT RECOMMENDED INSTALLATION CHAMBER.ALL RECHARGER 330XL HD CHAMBERS MUST BE 10.THE NOMINAL STORAGE VOLUME OF THE RECHARGER 330XLHD CHAMBER WILL BE 7.459 FTa/FT 0,693 m/m-WITHOUT GUIDELINES.THE CHAMBER WILL BE DESIGNED TO WITHSTAND a I TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CUILTEC'S INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE STONE.THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGER 330XLHD SHALL BE 52.213 FT-/UNIT(1.478 m'/UNIT)- RECOMMENDED INSTALLATION INSTRUCTIONS, AND FEDERAL REGULATIONS WITHOUT STONE, PIPE TO BE INSERTED 8.0 INCHES MIN,INTO CHAMBER. MAX.24.0 INCHES I.D.ALLOWED IN ENDWALL 11.THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CONNECTOR WILL BE 0.913 FT`/FT(0.085 m'/m)-WITHOUT STONE. CULTEC RECHARGER TYPICAL CROSS-SECTION CULTEC RECHARGER PLAN VIEW 12.THE RECHARGER 330XLHD CHAMBER WILL HAVE FIFTY-SIX DISCHARGE HOLES BORED INTO THE SIDEWALLS OF THE \ T $Cale:3ff=1'-a' ` Scale:1/4"=1'-0" UNITS CORE TO PROMOTE LATERAL CONVEYANCE OF WATER. 13.THE RECHARGER 330XLHD CHAMBER SHALL HAVE 16 CORRUGATIONS. 14.THE END WALL OF THE CHAMBER,WHEN PRESENT,WILL BE AN INTEGRAL PART OF THE CONTINUOUSLY FORMED UNIT. SEPARATE END PLATES CANNOT BE USED WITH THIS UNIT. 15,THE RECHARGER 330XLRHD STAND ALONE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO FULLY FORMED 17,a'[432 mm)[412] INTEGRAL END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. MODEL 330XLRHD STAND ALONE F76.a'[152 mm]DIA, SMALL RIB LARGE RIB INSPECTION PORT 16.THE RECHARGER 330XLSHD STARTER UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED _ INTEGRAL END WALL AND ONE PARTIALLY FORMED INTEGRAL END WALL WITH A LOWER TRANSFER OPENING OF 14 INCHES(356 mm)HIGH X 34.5INCHES(876 mm)WIDE. PIPE DESIGN AND ELEVATION TBD BY ENGINEER,PIPE TO BE 1-2 INCH WASHED,CRUSHED 17,THE RECHARGER 330XLIHD INTERMEDIATE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY OPEN INSERTED 8.9'MIN.INTO STRUCTURE AND 8.a'MIN.INTO CHAMBER STONE SURROUNDING CHAMBERS 4'4"1321] ENDWALL AND ONE PARTIALLY FORMED INTEGRAL END WALL WITH A LOWER TRANSFER OPENING OF 14 INCHES(356 mm) 4 oz.NON-WOVEN FILTER FABRIC AROUND HIGH X 34.5 INCHES(876 mm)WIDE. OPTIONAL INSPECTION PORT FINISHED GRADE STONE TOP AND SIDES MANDATORY MODEL 330XLSHD STARTER 18.THE RECHARGER 330XLEHD END UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL o SMALL RIB LARGE RIB END WALL AND ONE FULLY OPEN END WALL AND HAVING NO SEPARATE END PLATES OR END WALLS. NATURALLY w COMPACTED FILL 19.THE HVLV FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS AND ° HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS.THE UNIT WILL FIT INTO THE SIDE PORTALS OF THE RECHARGER 330XLHD AND ACT AS CROSS FEED CONNECTIONS. b q CHAMBER. 20.CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN THE RIBS. / �� 42.a'L0` 66 mmIII0621 42.a'11066 mmJII072 MODEL 33DXUHD INTERMEDIATE SMALL RIB LARGE RIB 1 I\� 21.HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE i, ✓// n E' /N I/ SMALL RIB LARGE RIB #DATE DESCRIPTION A 11/23(20 INITIAL FILING 22.THE CHAMBER WILL HAVE A 6 INCH(152 mm)DIAMETER RAISED INTEGRAL CAP LOCATED ON TOP OF THE ARCH IN THE / - - T--\ CENTER OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR CLEAN-OUT. / \/ /\/ 2-6 t/2'p75J 23.THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY CORRUGATION. 7 407,NON-WOVEN FILTER FABRIC TO BE PLACED BENEATH ALL CHAMBERS 14.9'(356 mm][3641 ACCEPTING INLET PIPING CONNECTIONS GREATER THAN 18.0 INCHES DIA,FILTER RECHARGER 330XLHD 24.THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2008 CERTIFIED FACILITY. HEAVY DUTY CHAMBER FABRIC IS TO EXTEND A MIN.EE8.FEET PAST LINER AND OVERLAP A MIN.of 1.0 FOOT BENEATH THE POLYETHYLENE LINER MODEL 330XLEH6 END 34.5"[876 mm][879J SIDE PORTAL FOR OPTIONAL SMALL RIB LARGE RIB INTERNAL MANIFOLD 25.MAXIMUM ALLOWED COVER OVER TOP OF UNIT SHALL BE 12 FEET(3.66 m) SIDE PORTAL TO BE CUT IN FIELD TO ALLOW FOR d'4 113271 (ACCOMMODATES CULTEC HVLV HVLV FC-24 FEED CONNECTOR AS NEEDED, CULTEC NO.20L POLYETHYLENE LINER TO BE PLACED BENEATH HVLV FC-24 FEED CONNECTOR OR REVISIONS: 26.THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S CUT SHALL BE WITHIN 114'[6 mml TOLERANCE FC-24 FEED CONNECTORS WHEN UTILIZING INTERNAL MANIFOLD AND 11.75INCH[298 mm]MAX.O.D.PIPE RECOMMENDED INSTALLATION INSTRUCTIONS. OF SIDE PORTAL TRIM GUIDELINE BENEATH ALL INLET PIPES #DATE DESCRIPTION CULTEC RECHARGER 330XLHD CHAMBER STORAGE=7.459 CF/FT[0,693 m'/m] INSTALLED LENGTH ADJUSTMENT=1.5'10.46 m] CULTEC HVLV FC-24 FEED CONNECTOR PRODUCT SPECIFICATIONS SIDE PORTAL ACCEPTS CULTEC HVLV FC-24 FEED CONNECTOR GENERAL RECYCLED STONE NOT CULTEC HVLV FC-24 FEED CONNECTORS ARE DESIGNED TO CREATE AN INTERNAL MANIFOLD FOR CULTEC RECHARGER MODEL 330XLHD PERMITTED-USE ONLY CLEAN STORMWATER CHAMBERS. ,CULTEC RECHARGER INTERNAL MANIFOLD WASHED STONE CULTEC RECHARGER THREE-WAY VIEW - 1 TO 2 INCH DIAMETER Scale:3/8"=1'-0" CHAMBER PARAMETERS �'Scale:3/9'=1'U' PROJECTTITLE: 1.THE CHAMBERS WILL BE MANUFACTURED BY CULTEC,INC.OF BROOKFIELD,CT.(203-775-4416 OR 1-800-428-5832) 2.THE CHAMBER WILL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE SWIMMING POOL AND (HMWHDPE). PAVING AP 3.THE CHAMBER WILL 8E ARCHED IN SHAPE. FINISHED _ 5 PARKWOOD PL, 4.THE CHAMBER WILL BE OPEN-BOTTOMED. GRADE OR � ENTRANC:EWIDTH ISEE PLANT PAVEMENT PORT CHESTER,NY 10573 5.THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC-24 FEED CONNECTOR SHALL BE 12 INCHES(305 mm) TOP OF GRATE ELEVATION HEAVY DUTY DUCTILE IRON TRENCH GRATE BLOCK:I LOT:48 TALL,16 INCHES(406 mm)WIDE AND 24.2INCHES(614 mm)LONG. g - NEEN 6" 6 2-a � F i DRAWING TITLE: VARIES(SEE SITE PLAN) AH R-4990-CX TYPE"A"AND HEAVY DUTY TRENCH FRAME TYPE' _ s a TYPICAL GRATE SECTION 6.THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CONNECTOR WILL BE 0,913 FT/FT(0.085 m/m)-WITHOUT d I. I STONE. I� - � m 1 STORMWATER LA �I Dh�I�I�G��JOE �JC�� iII�OC J �I�II-�C��JL��I� 7.THE HVLV FC-24 FEED CONNECTOR CHAMBER SHALL HAVE 2 CORRUGATIONS. 2'CLR. TIE INTO L0�I pF �I- I L STORMWATER t2 DRAINAGE DETAILS I'�II If ��II � I'II � III I 1 � III I�1I F+ a' JL.LI' JI�� I-J�LI I�J'�IIIJ�GL Ll L�L i P SLOPE DETENT',.WTEM 8.THE HVLV FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAYING TWO OPEN END WALLS AND _ � HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS.THE UNIT WILL FIT INTO THE SIDE PORTALS OF THE ° N OFE CULTEC RECHARGER STORMWATER CHAMBER AND ACT AS CROSS FEED CONNECTIONS CREATING AN INTERNAL - - �6"HOPE PIPE _ MANIFOLD. #4®12"ON CENTER EACH WAY ��/ 'J NI` 6 6. � SCALE; SEAL AND SIGNATURE: 9.THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S 6,rok f f '-COMPACTED 314STONE AS NOTED �f �r I RECOMMENDED INSTALLATION INSTRUCTIONS. (TYPICAL) DATE: lP of SECTION B-B 11/6/2020 10.THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2008 CER19FIED FACILITY. PLAN VIEW PIPE INLET AND OUTLET LOCATION MAY VARY(SEE PUN) SECTION A-A JOB NO.: 20227 ,TRENCH DRAIN DETAIL o 0 DRAWN � BY: y 5 l Scale:3/4"=1'0" KM e9o�rasee��' CHECKED BY: Ell SB DRAWING NO.: "�"''� C R`1 .00 SHEET NO.: 5 O F I 1 .I BADALY ENGINEERING DESIGN' BARS EXTENDED FROM WALL TO 2 WILSONBADALY ENGINEERING PLLC BE GROUNDED 8Y ELECTRICIAN PLACE,MT,VERNON,NY 10550 (914)465-9010 BADALY.COM ANY ALTERATIONS OF THESE PLANS,UNLESS DONE BY OR UNDER THE DIRECTION OF A NYS LICENSED P.E.(OR RA, WHERE APPLICABLEI IS A VIOLATION OF THE NYS EDUCATION —PERIMETER BOND BEAM LAW ARTICLE 145,SECTION 7209.`,\ I DOCUM NT AY NOT BE BASE PLANE �. --_.1-----_-----.—.____----.---____— -.._-------------------------_—__..—___. ---__._-----__...-_--_--------_--------- ----__ COPIED,EUBLISHED,TRANSMITTED,MODIDFIED,OR IN ANY ___ —.---------------------- ---. WATER WAY EXPLOITED WITHOUT WRITTEN PERMISSION FROM BADALY 1 CoZ LINE ? ENGINEERING.ANY UNAUTHORIZED MODIFICATION OF THIS • • 2D'-0" • • DOCUMENT SHALL RENDER IT INVALID. 1 J • J • 8" q a MI Bn U N. G MIN. • #3 @12"O.0 EACHWAY "-20� > • I I I I I • I I I I LEV. • ------------------ ----------------------- 5-0" $/ / AT 5 FT AND GREATER DEPTH,ADDITIONAL#3 BARS @I Z'O.0 THROUGH BOTTOM RADIUS TERMINATE BARS WITHIN 1 FOOT OF TOP BEAM LAP ALL BARS 18"MIN. I • / I I I I I I CLEAR COV � I as,_• ADDITIONAL#3 BARS Q12'0.0 LONGITUDINAL AT SLOPE INTERSECTION POINTS I I I 0 1 °°° • -- BARS EXTENDED FROM WALL TO \ o° �--�� BE GROUNDED BY ELECTRICIAN o -201 PERIMETER BOND BEAM a DATE DESCRIPTION BASE PLANE 0'-0" A 11/23/20 INITIAL FILING Z 25'5Q DRAIN HOUSING 1 3#4 BARS CONTINUOUS IN BOND BEAM 11 \ o \ / ih I J B„ \ — / Q MIN. • #3 @12"O.0 EACHWAY k DATE DESCRIPTION 1 1/4/21 POOL AREA 1 POOL CROSS-SECTION DETAIL Scale:3/4r'=1'-U' 2 1l22/21 ROOF LINE AT PATIO • ELEV. __ • , R 5'-9 PROJECT TITLE: 54Y' 0% AT 5 FT AND GREATER DEPTH,ADD11IONAL#3 SWIMMING POOL AND BARS @17'O.0 THROUGH BOTTM RADIUS PAVING AT: • TERMINATE BARS WITHIN 1 FOOT OF TOP BEAM LAP ALL BARS 18"MIN. I 5 PARKWOOD PL. PORT CHESTER,NY 10573 BLOCK:1 LOT:48 CLEAR.COVE • DRAWING TITLE: • SWIMMING POOL •co CROSS SECTIONS NOTES AND SPECIFICATIONS: [DRAWN SEAL AND SIGNATURE: TYPICAL FLOOR REINFORCING#3 @12"O.0 EAC 1.ALL CONSTRUCTION WORK TO CONFORM TO STATE AND LOCAL CODES. ��QF NFK,` N= P 1N IkA 2.POOL SHALL BE WIRED AND GROUNDED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF ARTICLE 680 y� ADDITIONAL BARS TO BE PPAACED IN CENTER OF REGULAR BARS RESULTING IN A.6"X12"BAR PATTERN. OF THE NATIONAL ELECTRICAL CODE. WHERE WALLSS ARE THICKENED FOR STEPS,SWMOUTS,TANNING SHELVES ETC.ADDITIONAL REINFORCING IS REQUIRED.TWO LATERS OF#4 BA 3.CONCRETE TO BE PLACED BY THE GUNITE METHOD AND HAVE A 28 DAY STRENGTH IN EXCESS OF 3500 PSI. : A 0#5697 4.REINFORCING STEEL TO MEET ASTM-615 GRADE 40 QUALITY.SPLICES ARE TO BE LAPPED A MINIMUM OF 40 Y: 8EIIBARS DIAMETERS. DRAWING NO.: 5.PIPPING TO BE NSF APPROVED SCHEDUE 40 PVC PIPNG,SOLVENT WELDED AFTER CLEANING WITH SOLVENT CLEANER. 6.THIS POOL IS TO BE COMPLETELY ENCLOSED BY AN APPROVED 4 FT.HIGH FENCE WITH SELF CLOSING,SELF 2 STANDARD WALL SECTION C-200.00 LATCHING GATES. I ��Scale:3/4"=1'-0" SHEET No.: 7.ALL MAIN DRAINS TO MEET ANSI/ASME Al 12.19.8-2008 REQUIREMENTS. 6 OF 11 SWIMPQUIP 3395 RAIL STAINLESS BA@ALY STEEL 1.90"DIA X0.49"WALL TOP OF BOND BEM,- TOP OF BOND BEAM 1/4"THICK STEEL BASE PLATE r - -CONDUIT BEYOND THIS POINT BY ELECTRICIAN -- FN•IN RING D SI N BADALY ENGINEERING PLLC �TIL!E 2 WILSON PLACE,MT,VERNON,NY 10550 � ° �v � ER (914)465-9010 BADALY.COM M �� d LINE ANY ALTERTHEATIONS OF DIRECTIONTHESE PLANNY$S,UNLESSLICEND DORE.NE BY OR UNDER° -CONDUIT COPING WHERE APPLICABLE)IS AO VIOLATION OF THE NYS EDUOCATION h. LAW ARTICLE 145,SECTION 7209. WEDGE ANCHOR SWIMQUIP 4° "v a°s DOCUMENT MAY NOT BE DISTRIBUTED,REPRODUCED, 4021 ESCUTCHEON SWIMP 4510 DECKING COPIED,PUBLISHED,TRANSMITTED,MODIFIED,OR IN ANY WAY EYPLOITED W IHOUT WRITTEN PERMISSION FROM BADALY ENGINEERING.ANY UNAUTHORIZED MODIFICATION OF THIS - L� V-31/2' r----- f---� DOCUMENT SHALL RENDER IT INVALID, WATER `---z--- SEALED UNIT LINE / COPPER NICHE ` P WATER COOLED AREA 4 I � d c 6" 1" 4' 31/7 GRABRAIL DETAIL MIN 4 Scale:3/4"=1'-0" 5'-W I HANDRAIL INSTALLATION DETAIL 2`,RECESSED LADDER STEP DETAIL 3 LIGHT INSTALLATION WITH JUNCTION BOX_ Scale:3/4"=l'-0" ��'Seale:3/4"=1'-9' j Scale:3/4'=1'-0" PAVERS INSTALLED ON A 1/4"PER FOOT SLOPE AWAY FROM POOL EDGE FRAME AND GRATE PRECAST CONCRETE COPING 3,-0„MIN. I , / 4'-0"RECOMMENDED /�-GROUT FILL R /-TILE LINE r.. HYDROSTATIC RS Cab"O.0 EACH WAY DECK-O SEALANT OR BUILDING DEPARTMENT AL APPROVED EQUAL BY CONTRACTOR OR ER TABLE IS ENCOUNTERED, \\ OWNER 1/2"WIDE X 1/2"DEEP RELIEF VALVE AND CTOR TUBE REQUIRED AND OVER1/2"POLY-VOID EXPANSION JOINT MATERIAL EEP AND 2'AND PLACE UM 20 TON 1 114 TRAP ROCK PLASTERED 29�Q STANDARD BOND BEAM DRAIN HOUSING ICCIIF• I #DATE DESCRIPTION A 11/23/20 INITIAL FILING 5 FILL SPOUT DETAIL MAIN DRAIN DECK WITH STANDARD DETAIL Scale:3/4"=1'-g' `��Scale:3/4"=1'-0" i Scale:3/4"=V-0" REVISIONS- #DATE DESCRIPTION 1 1/4/21 POOL AREA 2 1/22/21 ROOF LINE AT PATIO PRESSURE GAUGE PROJECT TITLE: FILTER \ SWIMMING POOL AND PAVING AT: 5 PARKWOOD PL, 1 1 2"RETURN LINE TO POOL PORT CHESTER,NY 10573 -(NO BACKWASH LINE REQ'D WITH BLOCK:I LOT:48 KIMMER - � CATRIDGE FILTER) DRAWING TITLE: BACKWASH LINE APPLIES TO SAND/ OR DIATOMACEOUS EARTH FILTERS 2 MAIN DRAINS CKL ONLY BA SWIMMING POOL BACKWASH H LINE 2"SUCTION LINES PUMP WITH HAIR AND LINT STRAINER �SAFk71 VACUUM RELEASE DEVICE DETAILS HYDROSTATIC PRESSURE RELIEF VALVE SCALE; SEAL AND SIGNATURE AS NOTED RETURN FITTINGS(2 MIN.) [DRAWN 6/2020 NOTE: �3 -IF A HYDROVALVE IS INSTALLED,T MUST BE PLACED IN A SEPERATE MAIN DRAIN POT TO PREVENT INTERACTION WITH THE VACUUM RELEASE SYSTEM. NO•; 6 -IF ADDITIONAL PUMPS EDR SPAS OR WATER FEATURES ARE USED,EACH MUST HAVE A SVRS. 20227 BY: KM TYPICAL PLUMBING SCHEMATIC 9Ofessl �� CHECKED BY: �$ PLUMBING SCHEMATIC TYP. DRAWING DNo.: Scale:3/4"=1'-0" C-201 .00 SHEET NO.: 7 OF 11 RM SUPERFLO`VST Cut energy use by up to ENGINEERING DESIGN, 80 /Q2 WILSON PLACE,MT.VERNON,NY 10550 I- -. , I- I ..- LAWARTICLE i i .;` • 145,SECTION DOCUMENT MAY NOT BE D,REPRODUCED, .: d! 1�l� DOCUMENT ... �. I �ABLE VARIABLE IM- P YOU CAN COUNT ON FOR SAVINGS AND SIMPLICITY The SuperFlo='VST Variable Speed Pump isthe ideal choice for everyday pool owners who want the best for the heart of their pool's circulation s system.Its legendary savings and reliability come from Pentair,the company that pioneered variable speed pool pumps and continues to lead variable speed innovations. "~ PENTAIR.COM �y `Savings based on variable speed pump compared to;i single-speed'pump runnl ng 12 hours pe r day.vtan w"�7w eco r •� wo,pump,ave rage of unitmer 1pp mi„G20Qo.er,p�paaln,clumbnsavings Sipe nd length,puump model utility ser v'r_f77tcc r es,po! P� P p p P P P 9�- ENERGrsrnq and other hydraul is factors. Y SUFERFLO' , 4 ■_ i i • SUPERFLONST i .•wow 1 t'�...�+.i.; ��•... PROJECT SWIMMING POOL AND �••� 5 PARKWOOD PL. • EE■ ■■■!1\►\■■ ■■■■ U AWING TITLE: EE■®moo■■@■■\1■®MEMO ■ EE■■■■N\►NMI�■OI►N,,■O■■■ ■■■■■■■E■E9\E�■\.■■■■ FOOLPIUMP ME SPECIFICATIONS ia:�®■SEEM®\`EE■■L__ MEMO MEMO 'o 4 A CHECKED BY: ,w� •: • M DRAWING :11 C-300.00 8 OF 11 i � � �,��.�,•* Tested and Proven - B A RD A L Today's Meyco covers are designed with research that spans decades of testing and improvements.With four U.S.patents PE NTAI R PE NTAI R y 1€ under our belts,Meyco pool covers exceed all ASTM standards for safety.With Meyco,you can have peace of mind ENGwEERNGDESIGN: r - knowing you've chosen a cover that's been tested and proven by stringent standards designed to keep yourfamily safe and BAbALY ENGINEERING PLLC your pool secure. 2 WILSON PLACE,MT,VERNON,NY 10550 EVERYTHING NEEDED FOR POOL ns I P CONTROL n Ir1I I (914)4.65.9010 BADALY,COM Stainless steel buckles and aluminum lips •Won't rust or stain pool decking EFFORTLESS I O 0 L AND SPA A C 0 N T R O L, ANY ALTERATIONS OF THESE PUNS,UNLESS DONE BY OR r - * /Ca •':, - 'l � UNDER THE DIRECTION OF A NYS LICENSED P.E.(OR R.A. .... f A'w•r+r „ n -'-a sr 't s •Lightweight from close or around the world WHERE APPLICABLE)IS A 7299.ON OF THE NY5 EDUCATION ,. LL 44o pro�re yard Vial otoha INTELLICENTER T" mel LAW ARTICLE»SECTION 72o� p g Ya Velsa[ile and easyto handle -> -, .• - any Wherever you are,the In tell iCBnter'"Co Ural SyslEm f0l POoI anfl Spa makes it easier and DOCUMENT MAY NOT BE DISTRIBUTED,REPRODUCED, COPIED,PUBLISHED,TRANSMITTED,MODIFIED,OR IN ANY Debris is tapped onpoversudace more intuitive than ever t0 control your pool.Use yourfamiliai OS"'or AndroidO mobile devices WAY IXPLOITED WITHOUT WRITTEN PERMISSION FROM BADALY g y g CONTROL SYSTEM F 0 I 1 POOL AND SPA ye. ENGINEERING.ANY UNAUTHORIZED MODIFICATION Of THIS 20%ti tighter weave •Less tearing, flows lhrg h �,.,�:.A.ay.,..:•,:;v, ',y„�, ... •Lesstearing,stretching or wrinkling than competing covers fro menlhDad as VJ211ua5rvia 9ne0il�ItdlTindGOre pnEtO C0a0e0U�hSCreen interfafes at DOCUMENT SHALL RENDER IT INVALID. _ `4Y`a soxrOmr q p optional p /or optional wireless poolside '`_` •Greaterdundarty remote.Its razor-sharp screen clarity and step-by-step Instructions make operation a cinch. 45%stronger webbing and white polyester bonded marine thread -resistant to UV damage ....,fit. LongerIfespan Paradise has never been more portable. IntelliCerter also has enhanced voice cominand capabilities through platforms like blocks 95%Of Sun's rays •Reduces uvdamage to pool Amazon Echor'.Paradise truly has never been more portable. Mryii T2wq tYa Orf iti Reuling mesh •Little to no menteance during winter months l! Reliable I Durable I Attractive Design Stainless steel springs and solid brass anchors •Exceptional strength and.longevityVoi Polyguard(as recommended) •Creates a nice seal around rocks ornused areas , fir' r Meyeol lte_The original safety pool cover The only single-twist on the market Potented,spring-loaded, anchor •Flush to surface when closed In 1960,Fred J.Meyer,Meyco's founder,was awarded a patent for his design of the first safety pool cover.With decades •Keeps the pool aesthetically pleasing during peel season of innovation under our belts,you can be confident that every MeycoLfte Pool Cover is engineered for strength and -Y3 reliability.This lightweight mesh outperforms competitor's cumbersome,heavytarps Without sacrificing the dependable us PatemNos.z,56,e7z•xs,o4zls,•u4,4s7,152•s,oz5,5,s•es,ees,,a/-se%s ode•T4eoaas protection and heavy-duty durability that you demand to keep your family safe.Plus,Mleycol-ite covers are designed to allow waterto drain from the surface of the cover so leaves dry up and blow away, Custom Design SSlF ' Meyco's in-house design team can tailor a cover for even the most unique poolscapes,Raised walls,elevated spas,vanishing edge pools,secret grottos, ,' F'st Green tie B}auk in-pool fountains-even multi-level pools can be protected by Meyco covers V` "'" with the help of our patented polyguard system. e, Ma ival Safety Cover In wtM1 ASTM „ 12 Year Warranty as—dance F 1946-2004<147C> Our consistent manufacturing processes ensure your MeycoLite pool cover will ;ten T>711e vlay fit perfectly g and last over the Ion haul.That's why we offer one of the most a@. 4fCtlfl Scan for more iota; generous warranties in the industry.Every Meyco cover is backed by a 12-year •, - f warranty.Our covers are built tough and last long. I ' (800)446-3926 sales@meycoproducts.com meycocovers.com (800)446-3926 sales@meycoproducts.com I meycociovers.com r-mamain Err , =ir r•rr r in r rr, r �l I PRECISE,EFFORTLESS SSUE: AUTOMATIC VA fir DATE DESCRIPTION UTO VALVE SETTING 4 � z DESIGNED TO MAKE SMARTPHONE CONTROL CRYSTAL-CLEAR, A 11/23/20 IMTIALFILING EFFORTLESS,NO MATTER WHERE YOU ARE Every pool/spa eembi nation{pool with attached soa)n lelliCenter Systerin comes I ntelliCenter is des9ned specif call to take Pool own rs all t he wa, fo hnalaalefoA`uakee o a `tP osrCHEMICALLY BALANCED WATER Np�° tecologyvilb rSorbcY�rddoosYcriSwfr l COLOR TOUGHSCREEN INTERFACE to effortless operation h on,across the yard or around the world. water featw es.fr d sof)ways. Your backyardoaladiseisnever more than ahand's reach away. withthetouchofafinger. Schedulingonoerface,on isi cinchwiththecolor Unlike competing valve actuators,setting�ntelli4'alve Actuators doesn't require touchscreen interface.it disalay.p intuitive instructions I['a easy to pair an Intel)iCenter Control System with sanitizing and water trial-and-error disassembly procedures They're easy to set from the intuitive, in beautifully clear text and rich colors. Check status from the other Anywhere in your home Prep for relaxation Stay with the party Sid e oftheworid Makeadjusanenlsfroman from the office No need to interrupt good Chemistry Conti l systems from Pentair.The resul t is m o re t i me e nj oyi rid push-buttoriiclef fare on l lie actuator body. `rt Plannin anafter-workdlD? times with friends and family Our ool or a and less time rnonitorin and maintaining our water REVISIONS: When life takes you farfrorn ootlonalindoor control canal, 9 / Y P p 9 9Y Precise accessory flow conti of has never been so simple! p itSchedule heating hours home.use youriOSdev.e, aronvenientwireless remote, 7 to set the Perfect mood. chemistry.Let the equipment do The work for you,precisely! #DATE DESCRIPTION And road device or Addle your smartphone or sim ply ask remotely with!ntelllCenter. 1 l/i POOLAREA Watch to stay in to arch. Alexa'to handle it. 2 1/22/21 ROOF LINE AT PATIO EASY REMOTE CONTROL OR REMOTE ACCESS BACKYARD CONTROLLER OPTIONS The lnteLiCenter Contra)System for Pool and Spa hasbullt-In pptlomu controllers make ooeiatinq ant nrelliCenter System r connectivityforGS and.Android mobuedigUal devices.it also easy and convenient fromyourbackyard. / Heat up y N'; 'w, .,...N..,•.,w.«-on..�1 allows control from an Apple Wa lcha wrist-es rable device as well as { the spa to •Indoor control panel with color touchscreen 1 soak t� rejuvenate PROJECT TITLE ------- before Amazon Echo.Want to turn on heatingforawarr,relaxing -rprtrolsan functions of the lntelliCanler ! ': the body oararnvev ntelllCent retakes fleasy.Itcari even provide ;.•••-..--.,,'°•, •i ,tI real-time alerts when an issuefequiresattention. Soo Control System ` "•., .s. ',_ SWIMMING P YY Pool and POOL AND -Controls items like spa jets,lights,blower. Turn on `v waterfeatures �''" PAVING AT: water features,etc. .,..r,.. 1, to soothe the , Fvailato le in white,tan and black to match '°•, soul - avarietyofdecors .<' j', ` INTELLICHEM' INTELLICHLOR'WATER CHEMISTRY CONTROLLER SALT CHLORINE GENERATOR ty - $PARKwOCJd PL.' , .�4. ImelliCenter wireless remote with color touchscreen ��., ' -^---, PORT CHESTER,NY 10573 Perfectly balanced water with hands-free,automated ease Perfect water without handling chlorine .�- -Co of rols the name features as the i ndoor control , y - "'ti Mom. t _ _ BLOCK:1 LOT:48 :� ,, p ,. ,gp table salt to _., rortheultirr•.ateln oolchemicalmana en°,enhpairthe ntellif;hlor ThemelliChloisaltChlorineGeneratorusescommontab panel via water-resis¢an[winless remote ,,. DRAWING TITLE: Salt Lhlonne Golerfal-withan ntelliCh_r .Chemical Contioller. croduce all the;hlorine your pool needs,right in your can l-safely, •Four-function,spa-sidle remote y Whencorcbined these Iwoproducl'sdelivertheprec'seameunt effectively and automatically. COVER p€s ofchamicalstokee pool water clean,clear,seferandinoerfec[ CONVENIENCE ByPENTAIR POOL COVER AND x p - i I ace jets or lights �d Controlsanyfour lennsl like so 7 _ � j r' balance-automatically. Same sanitation oerfoimanceasmanualchlorine Let the worlds most advanced and most flexible auiomationtechnologyhandle CONTROL tContr lsanya-sideremote , •tw a f'a additionv,ithouttnedrawbacks. the details so you can focus on therenewol and revitiod ionyol/veearned. CONTROL SYSTEM -Controls any lO l[emslike spa jets,lights, •Automatically achieves precise water balance. ' „_� ,:. -No need to buy,transport and store expensive blower,watel features,etc. J^• ,,, SPECIFICATIONS i A (� - ;n r°";Y .....-................ MinimPrevizes excess chemicall addition,assuring safer water. chlorine compounds. 1 I /'1TI N3 -Spa temperature control a' '•,, No more odor,stinging eyes and irritated skin. _ Controls variable Ste eland flow pumps # E ' start Ilght show to Flow sensor ensures crews Gals wont feed w 1thout lent SEAL AN SIGNATURE n bring pools system flow. 5e iRADEGRADE SCALE D s GNA uR r and parties o t. PENTAIR ' DATEAS: �PIII r= r w•: m c 11/6/2020 1620 Hawkins Ave Sanford,N027330 United States 1 800 831 7133 1 pentaircom JOB NO.: a: P r 20227 IT DRAWN BY: KM 'd/p 005661 A ti b fife,msaen,a,.e,o__-oP,11,N �. CHECKED BY: 39t()N - - — -- — — SB DRAWING NO: C-301 .00 SHEET NO.: 9 0F 11 GLOBRITEO BA@ALY PENTAIR FNGINEERING DESIGN- POOL AND SPA LED LIGHTS BADALY ENGINEERING PLLC 2 WILSON PLACE,MT.VERNON,NY 10550 19141465-9010 BADALY.COM ANY ALTERATIONS OF THESE PLANS,UNLESS DONE BY OR 1, UNDER THE DIRECnON OF A NYS LICENSED P.E.(OR R.A. ® WHERE APPLICABLE)IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145,SECTION 7209, L DOCUMENT MAY NOT BE DISTRIBUTED REPRODUCED, COPIED,PUBLISHED,TRANSMITTED MODIFIED OR IN ANY GWAY EXPLOITED WITHOUT WRITTEN PERMISSION FROM BADALY ENGINEERING.ANY UNAUTHORIZED MODIFICATION OF THIS DOCUMENT SHALL RENDER IT INVALID. POOL AND SPA LED LIGHTS T Add brilliant multicolor LED lighting When you installGloBrite`Pool and Spa Color LED THE SIMPLICITY OF COMPATIBILITY t0 SlOWCBSe p001 features. Light!ngn a p ooIsca e,p oolslde evenings go The GloBnte light lsmorethana stand-alone pool and spa greatto spectacular,GloBrite lights are the creative, LED light.It isfuly compatible with our lntelllBrite''5g cost-effective way to showcase and enhance pool Colo,-ChangingLED Light lllneofLEO pool hghts When used features likebaja shelves,steps,beach entries aid withan opt!onallntelii Free Licht Controller,poolandspa otherwater features. owners without an automadion system can enjoyfast and easy control of their pool lighting. AMAZING,BRILLIANT WHITE LIGHT THAT MAKES POOL DESIGNS COME ALIVE GloBrite lights utilize the industrys most advanced For Lheultimateinconvenienceandconlrol,consideran Add the rnagiCand vibrancy of GloRriteWhire LED lighting to see yourpool take possession of the nighr.These brilliant White lightsare technology for bright,energy-effiolent lighting—while engineered with the most efficient LED lighting technology on the market today,and they can take your pool far beyond the ordinary. IntelllTouch"or EasyTouch"Control System.You can program GloBrite While LED lights highlight your pool's form and finishes such as colored plaster,aggregates,patois,ceramics,stone the and using less energy than comparable pool and spa lights. and Control light shows from h0dnP or on[he so with our many glasstile.Natural colors Arid textures Areenhanced and spring to life.Flus,you can-choose front three adjustable brightness levels toset options,Including an indoor control panel and wireless the perfect mood. Don't settle for an ordinary poolscapeexperlence...let remote.Foreven greater control,add anoptional GloBrite LED lighting lllurrinate your water featuresand ScreenLoglc"Interfaceto"urPentairautonationsysten KEY FEATURES makeyoureveningswimsandbarkyardentertainment andaccessyourpoolfrom practically Anywhere and atany LED array Optimized Brightness Multiple niches m ore b Eau tifuI and exhllarating. tlmeusing your smartphonre,computeror mobile digital Cre area powerfullhurtinatlonwith GIs BrIIe White models offer lbree levels of It,ccncrete,vinyl and fiberglassavailable, device and nowwith:he Google Home'smart speaker, remarkable energy efficiency. control.Choose from 100%,75 a or 50°J Amazon E:ho"or Apple Watch-wrist-wearable device. 15 watt usage brightness. Design Flexibility Dervets the eq,l'valer l of 191 watts of Compact design allows for innovative _ 'incandescent Fgh;. Added savings placement near steps,water features, With extended service life And swim-outs and more.Install in water as 3 energyeffiCiency. shallowais4inches. 4t Brightest arud most efficient The,l ightest and most efficient LED lights avar;ble. f i Multiple colors and shows 5 bnl a nt fixed co'ors,7 dazzling pre prcgrarr'.rned light show. t Perfect complement 6setect" TRADEGRADE The perrect cormple!nenl la lntelli8rite PENTAIR . _ 5g Colo r-changling LFn Pool Lighting for a� dynamic,syncfnronl>_ed colored light shows, rry ULListed x- 3 p , 1620 Hawkins Ave'Sanford,NC 27330 I United States f 800.831.713 enta!r co PENTAIR.COM7777777 �3a'.ag,cedr aae.a.�o Pr,r�-n me i. u:S�a:as a.6lo olhe,o I ??•• ISSUE #DATE DESCRIPTION PENTAIR CLEAN•CLEAR"PLUS A 11/23/20 INITIAL FILING u + CLEAN CLEAR'PLUS CARTRIDGE FILTER Four cartridges in a compact design mow. Y� Clean&Clear Plus Filters contain four polyester cartridges that hold enormous amounts of dirt,yet are easier to clean. CLEAROPLUS _ The fiber cliwreinror ju tank halveenth are insecured with th L � � innovauvP,lempring just loosen the ring and remove the REVISIONS : . top half for easy cartridge access and unsing.Filter #DATE DESCRIPTION > maintenance doesn't getanyeasier. 1 1(4121 POOL AREA CARTRIDGEFILTER 2 1/22/21 ROOF LINE AT PATIO KEY FEATURES ' Crystal clear Water the easy Way. Single-piece base and tank 11inchdrain 2-Inch plumbing Constructed of fiberglass-reinforced Easy to access and located to ensure For nlaxhnum flow and faster water cleanmg. polypropylene forstrength,corrosion complete draining,making winterization The Clean&Clear Plus Filter combines top-end filter performance with low maintenance. resistance and stabilit foryears of fast and simple. y / Easy access PROJECT TITLE: '. This dependable design uses special filler elements to strip tiny particles from your pool dependable service. Claimp�mp rinrincmakesil quick and easy to Internal air bleed waLei,Come as small as20 microns(anaverage grain of beach sand isl,000mlcrons). remove and rinse cartridges and provides Our four-cardidge design provides maxini filter surface area to capture-iore dirt a iid Four-cartridge design Continuous Internal air bleed helps prevent access to internal parts tospeedservice SWIMMING POOL AND air buildup to keepextend time between cleanings-And cleaning is a snap—open the top,remove the Traps more dirt and extends time peak performance the filter operating at rourtines. between Meanings. PAVING Al: cartridges,hose them off and the Clean&Clear Plus Filter is ready to go again. We've optimized cartridge surface consistency to block and trap the maximum Amount of 5 PARKWOOD PL. solids.Pluswe use the Inset durable materials to extend cartridge life.The Clean&Clear Model Filter Area vertical Filter Flow Rate GPM' Turnover Capacity-Res.(Gallons) PORT CHESTER,NY 10573 Plus Filter delivers commercial-grade performance that keeps pools clean and Sparkling, Number Sq.Ft. Clearance" Diameter Residential 8hre. le hra. 12 hrs. BLOCK:1 LOT:48 day 1n and day out. DRAWING TITLE: CCP240 240 56" 21.5" 90 43,200 54,000 64,800 CCF320' 320 62" 21.5, 120 5-/,600 72,000 86,400 CCP420 420 68, 21.5° 150 12,000 90.000 108,000 POOL LIGHT AND CCP520 520 74 21.5" ISO 72,000 90,000 108000 FILTER AND 144 'Cae dent alrata'83FY per sc t-dtararea. SPECIFICATIONS ,f ry yyC S d. 4 iti SCALE: SEAL AND SIGNATURE: AS NOTED ior NP DA1/6/2020 �i;xak;,fiCl� O PENTAIR setectt TRADEGRADE Lh JOB NO.: 20227 w DRAWNKM FAA 09588'1 CHECKED BY: ` 1620 Hawkins Ave I Sanford NC 27330 1 United States 1 800 831 7133 1 pentalrcom SB T� r w, 4• r..a�r na.,.0e.a.sag dope,yoraa c.. aatl a,u`,en d�aca..a.,,s--3, r� - �-, DRAWING NO.: C-302.00 SHEET NO.: 10 OF 11 .. _ A L Y ■ ' ' ■ i ELI,IN ERIN DESI N An BADALY ENGINEERING PLLC 2 WILSON PLACE,MT.VERNON,NY 10550 (914)465-9010 BADALY.COM Soak it all in,you deserve this. ProTek Shield ANY ALTHE OE OF THESE PLANS,UNLESS DONE R OR UNDER THE DIRECTION OF A NYS LICENSED P.E.UC R.A. WHERE APPUCABLEI IS A VIOLATION Of THE NYS EDUCATION 1�'- LAW ARTICLE 145,SECTION 7209. The sleek and stylish Raypak Digital Gas Pool and Spa Heater features innovative technology designed to ProTek Shield is a cutting-edge module that protects the Projelk DOC MENT MAY NOT BE OMRIBUI REPRODUCED, ®• , , keep your pool or spa at the perfect temperature for your enjoyment.Built to withstand various weather heat exchanger and extends the life of your Raypak Digital Shreldl WAPIED,PUBLISHED,UT WRITTEN P MODIFIED,FOR B ANY WAY NEERIN.WITHOUT WRITTEN PERMISSION FROM BADALY conditions,this modern pool and spa heater is the perfect solution for environments requiring efficiency, Gas Pool and Spa Heater.Rest,soak or swim knowing that ENGINEERING.ANY uNAurHORlza>MODIFICATION of THIS convenience and versatility.Thanks to a brilliant low-profile design,corrosion resistant cabinet made of your pool heater investment can be enjoyed even longer DocuMEN s Au RENDER IT INVALID. galvanized metal,copper fin tube heat exchanger,and a bevy of advanced-engineered materials,enjoying thanks to this innovative,patent-pending technology. your heater year round is a breeze. Excellent for use in chlorinated and salt water pools I Engineered to take the brunt of the corrosion that naturally occurs over time(erosion of the ProTek Shield Outdoor means it's working!) protective bezel Utilizes breakthrough patent pending technology e Compact d sign Y' 3t� n Fin tube heat ' _� exchanger Easy to replace,saving you time and money t - ;. r ij More Amazing Features R Durable indoor/ . ai rn outdoor jacket Heat Exchanger Digital Controls Our Digital Gas Pool and Spa Heater Equipped with an intelligent control includes various application options based system that can easily be tied into an on fin tube materials including:copper existing remote system,our heater also Polymer header and cupronickel,both available as ASME1. features a microprocessor-controlled t1, with ProTek Shield thermostat for setting the perfect s Bronze ASME headers provide the temperature for your pool or spa. n r e strength needed to meet commercial code requirements. Flexible Installation Whether upgrading your existing system or adding a new pool or spa to your home,the Raypak Digital Gas Pool and Spa Heater offers you flexible installation solutions. 1RI I ky Bonus:The self-adjusting burner compensates for gas pressure fluctuations,ensuring that the heater wil l - always bum clean and safe. Digital control ASME heaters will include ProTek Shield by Spring 2020. ` .zrl.mom;., -r+s,.,�ra�+'fi.^..',&�:.-. ,r�•w;�xxr4-�-fc,.r,`a� n...:t.:;^ .,,.;,.-,. ISSUE: t ISWG1oy$COC RevD #DATE DESCRIPTION Digital Gas Pool and Spa Heater 'HAYWARD" A tv23r2o INmALRurG 00Models 206A-406A ?` CERTIFICATION OF COMPLIANCE Contains:WG1048E,WG1048EBLK,WG1048EIGR,or WG1048EDGR —a— Description:8"Round Suction Outlet Cover "bh Ratings:Floor: 12c 6PM_Wall: 72 GPM Open Area: r W Drahhnod h S Certified to Comply wit ection 1404 of the Virginia Graeme Balker Act(VGB)Pool&Spa afety Act REvisiows F¢B codified at 16 CFR part 1450.1nitial Certification May 2oli. i—t°' Manufactured:After September 10,20o b a Division of Hayward Industries,Inc.at K A,21 028 #DATE DESCRIPTION a-are, 2samml 25m P 9ri Y Y 4 n„mm1 I (22smm1 Block K4-A,Export Processing Zone Wuxi New District Jiangsu Province PRC 214028, hina;Or at 1 114l21 POOL AREA �{ 3-vB ASME 65 ASME One Hayward Industrial Drive,Clemmons,NC 27012. In ( (Bs mm ASME: nse mm.ASME, Certified by Hayward Pool Products,62o DIVISIOn Street,Elizabeth,NJ 07207,Phone 9o8-355-7995 2 u22r21 ROOF LINE AT PATIO Dreftnootl D Outdoor Contact atwww.haywardnet.com saeweur a wate Inlet Record Custodian is Customer Service at www,haywardnet.com. r z^Slip Hayward Pool Products P.O,Box 510o Clemmons,NC 27012-51001,Phone:336-712-9900 wafarouflet hhntt h�/www ward-Dool com/pdf/literature181nroundCaLpdf Polymer o® r,Slip Date of Ml The Lot Number shown on the product label contains the Year&Month of manufacture. Header The first number represents the year(ex i=2011)and the second character the month(A=Jan, wShleld B=Feb,H=Aug,I is skipped,J=Sep,etc) PROJECT TITLE: Tested to:ANSI/APSP 16(ANSI/ASME 112.19.8-2007(addendum 9b-2oo9))per Section 1404 of the Virginia Graeme Baker Act(VGB)Pool&Spa Safety Act.Tested by NSF International,789 Dixboro SWIMMING POOL AND ® 40, Road,Ann Arbor,MI g8113 Phone 73ti 769.8olo In April 2011,Certificate at: ae° http 1info,nsf`.org/CertifiL�1... PAVING AT. Bz-t111E' ® (1olsmm} _ ,_ - • _ _'J=A E 0 caa (830 mm( connection zssre^ Ell a �� Date ofInstallation: 9/4 NPT cB7B mml Germ.= 5 PARKYWOOD PL. 28-5/B'•ASME , Suction outlet components have a finite life,the cover/grate should be inspected frequently and (727mm ASME) replaced at least every 7 years or if found to be damaged,broken,cracked,missing,or not securely PORT CHESTER,NY 10573 attached. BLOCK:1 LOT:48 337mm Hayward Pool Products acknowledges that it is a federal crime to knowingly and willingly make DRAWING TITLE: 28, matenatly false,fictitious,or fraudulent statements,representations,or omissions on this A (711 mm) certification, POOL HEATER AND sPOUNTINGHOLES PIPE SPECIFICATIONS MBTUH Dimensions in.(mm) Est.Ship Weight lbs.(kg) � MOUNTING HOLES w/ w! Model Copro- g C Polymer Brome Indoor Copper hood A Indoor Hezdere H.dero Flua nickel I"put Input Width Dran- D J DraR- .ed and USED ON FOLLOWING SERIES: hood Stook.-Smowesa 0 O SCALE: SEAL AND SIGNATURE Top Top 0004�"'"iPO0, WG1030AVPAK2 SPI030AV PAK2 **GOG0000 r WG1048AVPAK2 SP7048AVPAK2 AS NOTED 20 6 61-5/8 10 11-3/4 200 210 12 GF 0, :% O 206A 199,500 160,000 ,.P OGOGO00�. WG1049AV PAK2 SPI049AVPAK2 .+ (508) (152) (1565) (254) (298) (91) (96) (5) 073/4 0000gqL��00000 WG1051AVPAK2 SP7051AVPAK2 , SUCTION OUTLET o 0000Ci:U00G00 WGID52AVPAK2 SP1052AV PAK2 DATE: 23 7 62 11112 11 220 230 15 OGOO 00000 266A 266,000 240,000 COVER.Vd G 1048E OOOOOOCI� WG1D53AVPAK2 SP1053AVPAK2 11/6/2020 (589) (778) (1575) (292) (279) (100) (104) (>) 000OC`"O WG1054AVPAK2 5P1054AVPAK2 AmpO- OOG GOG WG1153AVPAK2 SP1153AVPAK2 t 28 8 63 13 10-Sf8 240 250 17 000 GG0 JOB NO.: S 336R 332,500 300,000 O WG7159AV PAK2 SP1154AV PAK2 (660) (203) (1800) (330) (270) (109) (113) (8) 120 volt'240 volt' 20227 406A 399,000 360.000 29 9 64-112 14-112 12-118 280 270 20 - n� z2s) s38) ass) 3os) nis) (,9M A Di9ual 4 2 DRAWN BY: ', 'Burgle phase,6a Hz. I KIM ��a �95Bd7 CHECKED BY: AGPillp't�'a A Warning-Suction Entrapment Hazard. SB p Suction in suction outlets and/or suction outlet covers which are installed iin a small area and/or below the surrounding DRAWING NO.: WWW,raypak,com surface can cause severe injury ordeath dueto body entrapment hazard. To reduce the risk of body entrapment,installation ofthe field fabricated sumps must be such that the top ofthe 2151 Eastman Avenue Oxnard,CA 93030!805-278-5300 mounted cover is a minimum oft 1/2"above the finished pool surface over an area largerthan qo"on a diagonal -30300 snnU Litho in U.S.A.@2020 Raypak,Inc. 6000.12-K Effective 02-01-20 Replaces 10-15-19 - • I 11 SHEET NO.: 1 OF 11 I I I � I 'D'd ONIAHANf1S CINV'I 1IWWf1S £ZOZ a 1HORIAd0D ot-zg-�o��to��nn 'AdoD QI TVA(INV a INI H aS O.L Qa2IHQISOO H9 J ON'IV3S Q3SS09Wa?IO'IV3S GMANI SWAWEIS GMV1 3H.L JNI2IHHS 'NOOxg 1XH-HDV'Id QOOA&XUVd S •SSSMQQV U��SOl SI�aS s-aoA3AldnS QN`drI QHSMa O'I d JNW S d`W AW S S V 0 NOI.L QQd'dOISIAIG-EnS NOI.LVU311d G3M0H.LndNn 'SM 3100.1g a11-a Jo O-SUIPA :01 pOi aD 'NUOA IA21M do 91VIS A I NnOD WHISHHDISHM NOON9 HAW JO HOVITA •ajqejajsuraq you we suouvaUnjaa IV GHIVDO I CL-IIf1E0Ez0z`0I Zixdv:ajvQ oq j•uoajau pOlsq jOqumu apg atp ioj uounipsm Swpuol pup Sauaft a3aIAO-Id • SUM A.L?IH OW 103f9flS HH,L dO QHHQ d`QHQIAOdd,LON SVM A.LdadO-Hd.LOHfWIS HH,L 301-dodaa H'I.LI.L d N00X9 9AX 30 9DV I'IIA •papuns'S'fl ui wauuamsBaw IUIuauz UDAOS`SuedwoO Opp ap of jjruOq.iaq jo siq uo pup potiudoid sum 'QHLAI.L200.LON 32Id`NOH2IHH NMOHS 10N`ANT 3I`Q2IODH2i 30 Sd�TW XVI'I`v 101J30 alll III NMOHS SV ,0z-„I :91VOs �a�unS S ZUOu� .�o�uosaad a o� �juo pa Ttuii a��pa��a�pu�suop�ai i a� 30 S.LNawasva 2I0/QN`d SAVjW d0 MOM 30 aONa.LSIX3 HH,L'WA0HS ION 3WV S,LNRWHO}d02ION3 aOd3?IfIS MO'IHEI L9 6 Z I N01JLDHS `I N30q9 N1 8 V 10q XVJL 40 AHAWIS.Lr1Ir19 S V 3WOS 10N 0a CD CD �71 CD I IJ U 0 CD S3dIM ab'3H d3n0 'M'H'O bd � o 1 J,�81N80J 80 MON 3/N p �-` 30N33 NOdl 1H0n0�IM P I I 13W 30`VNIVd(I IQ r � CD � I HldON N,�'0 i M ct00,99e0-V N o0 0 • 3,5 0 L � 3,50 3n�dn sdO AO CD 0Nimine �a�e ' 3003H 30N33 ANI� NIdHO '3'I'0 0 S.ME 3N1� �3ddl r •SON101� 7 �dl A r I 41ySd31S 0 FC MX08 livid RM ...CD CL CD CD co p CDCn z® k A, N � �CD z 5 0 . -0 CD x IAM � oo Z c �p vi * �' cilz N�Qd�b N rn '-'-'o =r� o ZGb I ...=..._...A 'T' o o C Cr8dn� -P- X ®D o� ;:0 �\ M z c� Z CS 1H�11 CD M r z co � I —� o c� C0 i 0 rn CD CD 110 C) b cn M 0 Qc� G C> —n O z p M O w 03 Mo � z M c CAI i CD D U) D 80IV83N30 0 N � of o ►--+ M w 1 �. _ -p d313W ------- • J rl ;CAI w Z CD o 011dd ►-� �- Sd3n'dd co< Q CL C> V-� I a oo cNc •ram � � /"1 NYO m r� z Z� o /s n O n 'Tl OD M C7 a (3N1`1N0 N39) Omni 0 I 3�l'0 d0 No ►� 3NII 3ddl ry •� -� CrQ mb ' 5: X w . v I I Z0 w c00*0L L 3 400,9900-0 S I o I I