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Home My WebLink AboutBP21-054.RERMIT # 6r Q / � 0 DATE:3j"ok�J EXP: D4 SECTION A Ot BLOCK LOT / TYPE OF W 0 R K11, G UC7F C�u.� o c?CLii� I%a�ifl -' CSC JOB LOCATION de rs'o.eo? i�J G?O� OWNER_ ! �© It, CONTRACTURE%Q %Ee COe2�5'7�UC hOO? awe? .. �rlln (2lark EST. �CO # COST y/1CO if �tiSPECTION RECORD DATE FOOTI N G FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING 02 RGH PLUMBINCy SPRINKLER ✓' ELECTRIC LOW-1/O L7 ALARM AS BUILT FINAL ,E,�cTPlc e� ��olce A!y ; /t/ew Chi, # /Q # G�t�ns ��v�'799- 134ml FEE � — ,� 1 �1 A0 � - L 4' 'Z 4 yp ®� DATE 0ou I DATE 6�n7-Je��.'y c4 U! 3 u r1-/cl�i�I+PC-1 C �pa�- abci h� A)0`�. k SNPP0� -Co Ir�i'! IPG/,rr c- LLC �„ /� � �i�ol�" c)9sJ4r-t trr� �Qr,�+f S�/S .IDS OTHER APPROVALS hRB �.JQr►1.IGiL/ c�l, ca: ZBA OTHER AS-BUILT/FINAL SURVEY REQUIRED PRIOR TO FINe�L INSPECTION /�eee/vPd /oJ.�J�I V-e a /c4/)leA4% FF VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORx No: 22-008 �ertif irate of Occupaucp 'This is to certify that I I Bmn L 0 LL b I n C of, having duly filed an application on J V GY-e-m be r 20 L requesting a Certificate of Occupancy for the premises known as, !9ESrJ Andey-,%n + 11 ��,Rye Brook,NY, located in a �Zoning District and shown on the most current Tax Map as Section: Block: I Lot: , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. , issued 3 aa20�, 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 New York State Use Classification of. _ ,for the following purposes: L(I u c 4v) e C 7 r? 1-9Ll/ 2n i P 'K -p +� 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 facilities shall be made, and no enlargement, whether by extending on any side or by increasing in height shali be made nor shall the building be moved from one location to another until a permit to accomplish such change has ben a from ing Inspector. Building Inspector,Village of Rye Brook: Date: JA� Z�Z� J w �4r N41�J Y rV VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914) 939-0668 Christopher J. Bradbury wwm,.Uebrook.org TRUSTEES BUILDING & FIRE Susan R. Epstein INSPECTOR Stephanie J. Fischer Michael J.Izzo David M. Heiser Jason A. Klein CERTIFICATE OF COMPLIANCE January 12,2022 Blind Brook Club Inc PO Box 229 Purchase,New York 10577 Re: 980 Anderson Hill Road,Rye Brook,New York 10573 Parcel ID#: 12958-1-1 This document certifies that the work done under Mechanical Permit ##21-101 issued on 7/21/2021 for the installation of a new HVAC system and associated ductwork has been satisfactorily completed. Sincerely, Michael J. Izzo Building& Fire Inspector /tg VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914)939-0668 Christopher J. Bradbury www.1yebrook.or TRUSTEES BUILDING& FIRE Susan R Epstein INSPECTOR Stephanie J. Fischer Michael J. Izzo David M. Heiser Jason A. Klein CERTIFICATE OF COMPLIANCE January 12,2022 Blind Brook Club Inc PO Box 229 Purchase,New York 10577 Re: 980 Anderson Hill Road, Rye Brook,New York 10573 Parcel ID#: 129.58-1-1 Mechanical Permit#21-040 issued on 3/22/2021 for New Fire Sprinkler System This certifies that the fire suppression/sprinkler system for new golf teaching building,installed under the above captioned permit,has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /tg FC � V F NT I BUILD l � ME For office use only: D ,,� PERMIT /—n F VIL OF RYE `1 OK ISSUED: —��—� DEC ' 6 2021 938 KING STRE YE BROOK, YORK 10573 DATE: /a-&—c-�,! VILLAGE OF RYE BROOK 9 -0 Oc FEE:,$s I j la -- PAID." BUILDING DEPARTMENT W APPLICATION ,FOR 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 r»#»r■x*xx***s**w**w*wsrsr*wwra##s#rs#Ira#rararr*»rax•r»#ar»xrraxrx#»raarra#Ira#wrr#srsasssswsrrwsswrsswwsrww*w***wwssrrswaws Address: Occupancy/Use: (! /omen Parcel ID#: ,/!a9, 15 Zone: --3J`— Owner: S r„2 Q z 4 k C i Address: Q&U 4,.,j-v_,,n N;l l ,r d P.E./R.A. or Contractor: Address: 3 U A A-4 , C T Person in responsible charge: //."'J'l CfQ-/C Address: !t !c i r 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 OF NEW YOM COUNTY OF WESTCHESTER as: Bruce L L . C a wl tr Lt k` being duly sworn,deposes and says that he/she resides at R, 4, (Print Name of Applica ) (No.and Street) in (" c5 ,in the County of W s�+4St'Pr in the State of N that (City'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 equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was: S `CO 1 Z,c>o r—> for the construction or alteration of: C�a 1 TC O C tr V C—evv '.r- 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.of the Code of the Village of Rye Brook. Sworn to before me this V� Sworn to before me this ' day of ituk-ef , 20 At day of , 20 /7�-A-e, G-1"' - gnature of Property Own Signature of Applicant Print Name of Property Owner Print Name of Applicant ZO Notary Public ALEXANDRA H.MARSHALL j Notary Public Notary Public,State of New York No.O1FP6363711 _?l Qualified in Westchester County Commission Expires August 28,20�f GE N E BUILD TMENT For office u e onl DR ' ., PERMIT# _0.�`f �! VILLA , OF RYE OK ISSUED:' alai-3! N©q - 2 2021 1 DI93g KING STRE YE BROOK, YORK 10573 DATE: j/f�a-�� VILLAGE OF RYE BROOK \4)939-06 FEE:4 7/y-� PAID 11 F BUILDING DEPARTMENT APPLICATION FOR TEMPORARY CERTIFICATE OF OCCUPANCY 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 shall have been issued by the Building Inspector.§250-10A.code of the village of Rye Brook Address: It ?c k;14 (6., / Occupancy/Use: Parcel ID#: /C) /. Zone: —3�.? Owner: D M � 5-b,k C 1,6 Address: 980 LIJ O (-A;it ,r� Contractor: L C y.t Address: '�ca (�r,z4e 5 f(/e mil; &�, CT- Person in responsible charge: /3? G�C�r,� Address: Reason for temporary use: Cl,-W Estimated date of completion:_I 1/3 u� Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Temporary Certificate of Occupancy for the structure herein mentioned in accordance with law: STATE OF NEWYORK, COUNTY OF WESTCHESTER as: L� 13C-,j re_ w40,(( G A. being duly sworn,deposes and says that he/she resides at q bp (Print Name ofApplicant) (No.and Street) in Rwe- J6 rn O V , in the County of_yk&r_r e r in the State of N Y ,that (City/'fown/Village) he/she has supervised the work performed to date at the location indicated above, for the construction, alteration or repair of: Go l F T•?a C,,,, Deponent further states that he/she understands that a Certificate of Occupancy must be applied for and obtained upon completion of the above captioned project in accordance with law, and that a Temporary Certificate of Occupancy shall only be valid for a period not to exceed thirty(30)days. Sworn to before me this Swom to before me this day of 6 (�ohz , 2C� day of , 20 /Aw,<.4&4 6,P 4nature-of Property Owner Signature of Applicant Print Name of Property Own r Print Name of Applicant otary Public Notary Public ALEXANDRA H.MARSHALL Notary public,State of New York No.01FR6363711 Qualified In Westchester County Commission Expires August 28,20� 8/12/2021 �E BRCzu,,s w � 4�x ��OT. 19E32 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 - - - - - - - - - - 0 ADDRESS : PERMIT# \ ISSUED: 4 SECT: 1-25N�CBLOCK: LOT:\ LOCATION: .^t ! f-�iICCUPANCY: ❑ VIOLATION NOTED THE WORK IS... Q ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION � 1 ❑ NATURAL GAS -1r )x k�J� A� ❑ L.P. GAS FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION FINAL ❑ OTHER O�` tim 04 BUILDING DEPARTMENT ❑,�B{UILDING 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 :— 0 �DAT k � 0 LD f f PERMIT# 1 J ISSUED: SECT: BLOCK: LOT: LOCATION: ��! �TA ' 1 (? 1 OCCUPANCY: lj4 a ❑ VIOLATION NOTED THE WORK is... ElACCEPTED ❑ -REJECTED/ REINSFECTION ❑ SITE INSPECTION REQUIRED FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS I� �` C G A c P ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL � � C C QS L Y.►C�i ❑ OTHER �( C 4� ( erg r 'It c s (a ayes BRC�v� Village of Rye Brook Public Works and Engineering Department 938 KING STREET-RYE BROOK,NY 10573 1982 ,-� (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: 7 ,/./ �f'/� / Date: '2:� Name !L" �L �//�1l Location: � � /�G L r Permit#: Phone: Email: Work being Inspected: 12,9 Z W/- /G S 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 ( ss Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk amass 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: /& 4 /i� e /lid/ ZA/ Diagram: Signature �E BRC�� • 1982 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.aebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - -- - - - - - - - - - - ADDRESS :— q 'DATE• PERMITS L.��- V � ISSUED: Z ECT:�BLOCK: LOT: LOCATION: ` 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 f ❑ INSULATION n ❑ NATURAL GAS �• ❑ L.P. GAS Co r�1 ❑ FUEL TANK ❑ FIRE SPRINKLER �. ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER . o44Ea�oo�� 4 BUILDING DEPARTMENT ❑BUILDING INSPECTOR Q" SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK s ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - ADDRESS : ATE' U PERMIT# ? ! ISSUED: SECT: BLOCK: LOT: LOCATION: ` �a'` --'a-s OCCUPANCY: I ❑ 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 -C 4RCk. w � 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR 2 SSISTANT 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 : �C1 `,�! V 1 l ,` �+ V ATE: PERMIT# , ISSUED: i 'SECT: � �YBLOCK: LOT:l LOCATION: `f ` 1 r OCCUPANCY: 0 VIOLATION NOTED THE WORK IS... ��Acc6TED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION f.� 1 REQUIRED 0 FOOTING _r`� lJnXQISSVAD , ❑ 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 THER BUILDING DEPARTMENT ❑BUILDtNG INSPECTOR T ;'C'08DETENFORCEMENT `ANTBUILDING INSPECTOR VILLAGE OFRYEBROOK OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.ors; - - - - - - - - - - - - -- - - - - - - INSPECTION REPORT - - - - - - - -- -- -- - - - - - - - ADDRESS • LATE. �f � —n 2) PERMIT# 1 — f ISSUED: >' SECT: BLOCK: LOT: PP LOCATION: 4►`� U1 \�4 —,------OCCUPANCY: ❑ VIOLATION NOTED THE WORK-IS... ❑ ACCEPTED l ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑:s"IOUNDATION 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 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.yebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - qlkp ADDRESS: 1)DATE: [ � PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: VIQ (i OCCUPANCY: Z ( � ❑ VIOLATION NOTED THE W RK IS... _[]C-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 Q�E 13RIbk• o`` tim • �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.Uebrook.org - - - - - - - - - - - -- -- - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE• PERMIT# - �� ISSUED: L SECT: BLOCK: LOT: LOCATION: 1G C� ' 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 W � ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHER i f ri r4 O w a eq N fV 14 a 40 • GfJ °x � ^ �- Fil ON CA 00 CA � Q M©.r CT N rt Q a w Z f Ld W z e 5 t L O © $ Q 96 � Ld it BUIL G DEPARTMENT APR 21 2021 V>L E OF RYE BROOK 938 KINQ ET RYE BPOOK,NY 10573 VILLAGE OF RYE BROOK (914)9 939-5801 BUILDING DEPARTMENT :or ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: ^V e l O `i EP#: oil og Approval Date: APR 2 12021 Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, aI d is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install an or remove 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. 1.Address: 1,80 J( y-Aercl.0 � H-111 F-W SBL: laq, L5g- I -I Zone: P-35 2.Property Owner: R1\ r,0lz�h Ck11�) Address: 0 ffivLN r-rs) vv\1k Phone#: Cell#: email: O 67 7 U 3.Master Electrician: M C1(NJ i'1r\Cjr-\\" Address: P t'h Cc, L-C,-"Q rrt ' Lic.#:13�t l Phone#: Cell# 3 9g04, email:��1c"C-t n CtCe'�n �j i'rlcta, Company Name: W�,�JYV��C��ti C. Address:. Cb Im 4.Proposed Electrical Work/Fixture Count: - ��r - 'n h e f r`1►� STATE OFrN'EW YORK,COUNTY OF WESTCHESTER ) as: 140, 1'1 Q MC( I� {'[� being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing 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 ,Q kr_ 00 for the legal owner and is duly authorized to make and file this application. (indicate architect,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. Sworn to before me this Sworn to before me this Q;�/ day of ,20 day �� ,20 Signature of Property Owner Signature of Applicant M ,Ps , r ) MARJP Print Name of Property Owner Print Name of Applicant Notary Public Notary Public 3/21/19 Westchester Rockland Electrical Inspection Services, Inc. Ar" Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 BUILDING PERMIT NO. TEMP# DATE )_OSq CITY OR VILLAGE ZIP CODE TOWNSHIP COUNTY STREET AND NO.OR ROAD �� ! r t POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? fV1 SECTION BLOCK LOT OCCUPANT'S NAME?I , BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS ^ HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS N0.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDFWALL SWITCH INGADE FLUORE NO_ H.P.EACH NO, WATTS EACH INSPECTION OUTSIDE I F I is BASEMENT 11'FL. 2NO FL. 3R°FL. VIL GE OU RYE BROOK - UI -i ENT REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: YN 9- 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 APPLICATIONS 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❑ ADDITIONAL❑ EXPOSED F1 CONCEALED U MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ 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 SIGMATI,11RE OF APPLICANT rn sMa -I`\ d Earl c �-1 !� 1a I yz� G 4- . . STREET ADDRESS TELEPHONE NO. Q � � tt '' CITY OR POST OFFICE LICENSE NO.WHEN APPLICABLE �i r 1 WESTCHESTER ROCKLAND ELECTRICAL INSPECTION INE15SERVICES,INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: MB Markin Blectric LLC Blind Brook Club LLC. 30 Megony Lane CT, New Milford 06776 Located at:980 Anderson Hill Rd Rye Brook, NY 10573 Certificate Number: 1031327 Section: 129.58 Block: 1 Lot: 1 BDC: Permit Number: EP:21-093-BP:21-054 A visual inspection of the electrical system at this premise described as a Commercial occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: 980 Anderson Hill Rd Rye Brook,NY 10573 Basement ®1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2.017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 10120/21 Name Type Quantity Panel ------- 1 HVAC System ------- 1 Septic Pump 1 Hp ------- 1 Receptacle Convenience ------- 27 Receptacle GFCI ------- 4 Exit i Emergency Light ------- 3 Switch Single Pole ------- 12 Fixture-Luminaire Recessed ------- 38 Fixture-Luminaire Surface ------- 4 Hot Water Heater ------- 1 Exhaust Fan ------- 1 Heater Above Bathroom Door 1 Flood Lights ------- 3 Continued on next page... This Certificate has been approved by Westchester Rockland Electrical inspection Services. This certificate may not be altered in any way. Irl`�G G.� This certificate is valid for work performed before date of inspection only. i WESTCHESTER ROCKLAND ELECTRICAL INSPECTION SERVICES,INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: MB Martin Electric LLC Blind Brook Club LLC. 30 Megony Lane CT, New Milford 06776 Located at:980 Anderson Hill Rd Rye Brook,NY 10573 Certificate Number: 1031327 Section: 129.58 Block:1 Lot: 1 BOC: Permit Number:EP:21-093-BP:21-054 A visual inspection of the electrical system at this premise described as a Commercial occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located inlon the premises at: 980 Anderson Hill Rd Rye Brook,NY 10573 Basement ®1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 10/20/21 Name Type Quantity This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. This certificate is valid for work performed before date of inspection only. I �o c�a N N OC w.i oC rr►►�� ►. so a � ON* ON m 'l. 3 � W � �n � u 3 " ,/. as a cc� o A W H , OEM W � CF., • `� WEN ►� © p o r0. a W c L ° F U C rs7 z A, GAW 00 .. .. ca D EC E ME yE i3RC�v/r BUILD1;: EPAR'TMENT OCT 2 0 2021 ID VIUA GE OF R.YE ' '60K 9381�v ET RYE B ,NY 10573 VILLAGE OF RYE BROOK �1 \( ✓ BUILDING DEPARTMENT or ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: d�r 06 EP#; Q1—c zo n Approval Date: OCT 2 1 2 21 Permit Fee: $ '— Pb Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, 0`c-)0'—c4 I 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,wising, 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. 1.Address: SO n Q r S b V." lh�l 4 p SBL: le�q, 1�Q —J�—/ ,Zone: 2.Property Owner:_ 1✓ e-k rb, d" Address: 9 ? J � e/ D.� hr 11 1-�J Phone#: — G Li S D Cell#: email: 0(37 3.Master Electrician: 0'\G r 1 J ►(Y' ,c F�\V-' Address: Lic.#: Phone#1 ) Cell#:�3 733"ulclOb email: ran (' ec rk c vy) ,1 LDS Company Name: V -)CJIvr e �G1t V, Address: Vy\fe Lr-v\ — fir\ r �,} 4.Proposed Electrical Work/Fixture Count: T' STATE OF NEW YO ,COUNTY OF WESTCHESTER ) as: C^ � being duly sworn,deposes and states that he/she is the applicant above named,and does fittther (Inint name of individual signing 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 W\ for the legal owner and is duly authorized to make and file this application. (indicate architect,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. Sworn to before me this Sworn to bef re e this . 0 day of ,20 T f ,20� Signature of Property Owner Signatute of Applicant V"A q��I o M q(,�b�j Print Name of Property Owner Name of Applicant Notary Public NotaMfi*fELILLO Notary Public, State of New York No. 01'1EG I CCC63 C_iaiitied in Westchester County,, Commission Exoires January 29,20 d s/1=021 Westchester Rockland Electrical Inspection Services, Inc. Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax- 914'347-3596 Elmsford NY 10523R� �r, f,')f { BUILDING PERMIT NO. TEMP N DATE CITY OR VILLAGE ^yS TOWNSHIP rCpp{'IN'p�..TY STREET AND NO.OR RaAdr- � \e'�J ` \ ' �4cA POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMSES LOCATED? h SECTION BLOCK LOT OCCU7A7S BUILDING OCCUPANCY OWNER'S NAN}FOAND HOME TELEPHONE NUMBER a . AC CURRENT SUPPLIED 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 FL RE '---NO. H.P.IEACH �-�--i!(3r-- WATTS EACH INSPECTION OUTSIDE If { _I !.{ V '-� BASEMENT I"FL 7`FL 3-FLB II_DING DEPARTMENT REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE'. Te e VN Sin Co '� s r ,��i�rrr rfcS��eS 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 APPLICATIONS 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`.-] ADDITIONAL EXPOSED Fl CONCEALED 1 MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD[] UNDERGROUND!) 17 AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY 1 -- DATE OF APPLICATION SIGNATURE OF APPLICANT STREETAGDREW TELEPHONE NO. 1. ^ f'41> Ci VT C JCQD6./ LICENSE NO.WHEN APPLICABLE I ) I WESTCNESTER ROCiKUNO ELECTRICAL INSPECTION IRE15SERVICES,INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: MB Martin Electric LLC Blind Brook Club LLC. 30 Megony Lane CT, New Milford 06776 Located at:980 Anderson Hill Rd Rye Brook, NY 10573 Certificate Number: 1031403 Section: 129.58 Block:1 Lot: 1 BDC: Permit Number:EP:21-266-BP:21-054 A visual inspection of the electrical system at this premise described as a Commercial occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located inion the premises at: 980 Anderson Hill Rd Rye Brook, NY 10573 Basement ®1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 10/25/21 Name Type Quantity Carbon Monoxide Detector ------- 1 Horn&Strobe ------- 4 Pull Stations Fire Alarm ------- 1 Fire Alarm Panel ------ 1 Strobe only ------- 1 Heat Detector ------- 3 Smoke Detector ------- 2 Fire System Sprinkler Flow 1 Fire System Sprinkler Pressure 1 This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. --7�� This certificate is valid for work performed before date of inspection only. i' 01 tp i � N r 96 mob O z o v �- f1i1 g o 0-4 a �- Q o u 3 j owl 96 i > � m � = E. ern `-' a w v U W WZ o°c Z Q Gf w z Z A f N r Z F■ Z � ! BUIL G;EP NT OC T 21 2021 VEL E OF RYE K Feu AG 93$K>1+Id. ET RYE B NY 10573 E of RYE sROpK =ook.org Q�� GILjC� n ARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: EP#: Q r—3 tJ 0� Approval Date: OCT 2 5 2021 Permit Fee: S I Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated,I D J1 c21 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuattce of a Permit to install andlor remove 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 Fed 1 State,County and Local Codes. o ' 1.Address: ? ( J v// SBL: 101 •�d `/"�� / e: 2.Property Owner; �y Gd 6 Address: / Phone#: 72�` /3 7 A Cell#: email: �v 3.Master Electrician: Or C—^o �'�,,s�,Address: zd�AN tiv Q Lic.#: J {' Phone#: 17 Cell#: Lip(!' Z Ao�J�7 email: G;t'dK' , 0 A Company Name: �'/'.Wr Address: P Sly V V& t�f 4.Proposed Electrical Work/Fixture Count: ,4 !rt/✓D e STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 6C elb_(citr 6m0 I ,being duly swom,deposes and states that he/she is the applicant above named,and does further (print namebf individual signing 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 t", c-Icdke_ r 1 Z")e✓1� for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of hislber 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. Swoon to before me this Sworn to before me this I s� day of ,20 day of ,20 a Signature of Property Owner Signature of Applicant igZL%--C-�r -C&nn�j Print Name of Property Owner Print Name of Applicant -� Notary Public otary Public ALEXANDRA H.MARSHALL l�otary Public,State of New York No.01FR6363711 Qualifled In Westchester County„ commission Expires August 28,2d 112/2021 Westchester Rockland Electrical Inspection Services, Inc. _ Phone: 914-347-3595 DO NOT WRITE HERE- BOA OFFICE USE ONLY 43 North Lawn Avenue Fv:114-347-3596 ' Elmsford, NY 10523 LBUILDINGRMIT NO. TEMP11 CITY OR VILLAGE Jrd ZIP CODE,.- TOWNSHIP COUNTY STREET AND NO.OR ROAD - POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME ! ,{� BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS HOME TELEPHONE NUMBER CURRENT SUPPLIED 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 NO. H.P.EACH NO. rW`AA'S EACH INSPECTION OUTSIDE E� BASEMENT 1"FL. 2-FL. 9P0 Ft. BUILDING DF ARTMENT REM/ARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: l YCJI/ THIS APPLICATION I$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 APPLICATIONS 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 L] ADDITIONAL❑ EXPOSED n CONCEALED{; MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVCE ENTERS BUILDING OVERHEAD L I 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 APPL.ICAN STREET ADDRESS TELEPHONE NO" 7 ell V _ CITY OR POST OFFICE ZIP CODE LICENSE NO.WHEN APPLICABLE 1 WESTCNESTER Ira ROCKLANO ELECTRICAL INSPECTION SERVICES,INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: The Network Support Co Blind Brook Club Inc 7 Kenosia Avenue CT, Danbury 06810 Located at:980 Anderson Hill Rd Rye Brook, NY 10573 Certificate Number: 1031487 Section:129.58 Block: 1 Lot: 1 BDC: Permit Number: EP:21-269-BP:21-054 A visual inspection of the electrical system at this premise described as a Commercial occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located inlon the premises at: 980 Anderson Hill Rd Rye Brook,NY 10573 J Basement 5 1st Floor 2nd Floor 3rd Floor Garage 0 Attic t_J Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 11/01/21 Name Type Quantity Dual Cable Runs ------- 12 This Certificate has been approved by Westchester Rockland Electrical Inspection Services. ILThis certificate may not be altered in any way. ` � A�'`'^'YY�,'IJ' This certificate is valid for work performed before date of inspection only. i in i m N i 1 N W r r"I a � Ir ar �+ x M i aY v lid �r ONIx U C4u = F a. a a p t ON w A �. ONOvt O rn rA th � a OC < ao a p0 q '- � .Olt a O U a z z a � Ia O dw It, W m L% = con 444 tog 444444444444444tPtt:4t4:44449444444949949 BUIL A�ZEOIAR T M E N T R1 `8 :2021] ID VIL GE OF BYE Bk OK 938 KN ` ET RYE B ,NY 10573 VILLAGE OF RYE BROOK .O'4,)939.0668 1 BUILDING DEPARTMENT ��!Ydxwk.orjz ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required I C� s FOR OFFICE USE ONLY BP#: CD 1'C� EP#: f f�� / '� Approval Date: NOV — 9 2Q21 Permit Fee: $ P,06 Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, C�L I 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. 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. 1.Address: /,4 It (?la �SBL: I Zone: 2.Property Owner: (/I cj C�,D K �.G Address: 'N 'mow -S Gi/LJ m i G"- Phone#: IT-) Cell#: email: 3.Master Electrician: 6"� � cr c�,��f Address: �/p�O n1�1,1�Q�u/l f� h � tn'l�RV rC/l� /ckGCE"q,�b k/ Lic.#: Phone#: 4/4/ !S7y7 Cell#: S/�506 9/7� email: Company Name: Jsl- Address: /CCU 4.Proposed Electrical Work/Fixture Count: bVk� fy, STATE OF NEW YORK,C( at he/she is the applicant above named,and does further (print name of individual signing as the applic state that(s)he is the legal owner of the p __ .,,peruims,or that(s)he is the for the legal owner and is duly authorizea to make and file this application. (indicate architect,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. Sworn to before me this Sworn to before me this day of ,20 day of Nk Signature of Property Owner Signature of c Print Name of Property Owner Name of Applicant Notary Public Notary-�lk MELIL 0 Notary Public, State of NQwYork No. 0;%1E61�",C,3 0,iafified in Westchester County Commission Exnires JnnurPry 29 20 _ 8/12/2021 Westchester Rockland Electrical Inspection Services Inc. Phone: 914-347-3595 DO NCF WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 BUILDING PERMIT NO, TEMP N CITY OR VILL9GE _� 7JP CODE TOWNSHIP r �] / COUNTY /' %':_ice (i STREETAND .OR ROAD/ POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCU S NAME BUILDING CY f I i I d r OWNER'S NAME AND ADDRESS - � NIElEI�EpHODI@ NW,5ER _ J ,�� > /ysti CURRENT SUPPLIED BY 0 FROM TH7. OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EMIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO,OF FWURES d MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO, H.P.EACH NO- WATTS EACH INSPECTION OUTSIDE BASEMENT 1'FL. 2"FL. 3' FL. REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPUCATION IS INTENDED TO COVER THE ABOVE USTED 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 APPLICATIONS 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 APPUCATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW� ADDITIONAL❑ EXPOSED© CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND i 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 EMEET A� TUJ94I0M NO. CITY 0721,.�� ZIP LICENSE NO.'WHEN APPLICABLE WESTCNESTEI ROCKLAND ELECTRICAL INSPECTION WREISSEIVICH,INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595(Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Arcuri Alarm Systems Blind Brook Club Inc 1050 Mamaroneck Avenue NY Mamaroneck 10543 Located at:980 Anderson Hill Rd Rye Brook,NY 10573 Certificate Number: 1032214 Section:129,58 Block:1 Lot:1 BDC: Permit Number:EP:21-295-BP:21--054 A visual inspection of the electrical system at this premise described as a Commercial occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located inton the premises at: 980 Anderson Hill Rd Rye Brook,NY 10573 L.Basement 5 1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the Installation,as set forth below,was found to be in compliance therewith on 1211012l Name Type quantity Smoke Detector --- 6 Hom&Strobe --- 4 Pull Stations Fire Alarm --- 1 Carbon Monoxide Detector 1 Fire Alarm Panel --- 1 This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. 6'i�G This certificate is valid for work performed before date of inspection only. o, 0 i N N N a w �. Ono c ° Not �- ale 04 cr O d G tn 3 � OVW � NL� MQ s uj o a Q 00 z . 0,796 0 Z N 4 4 z $ U a1 .. cCOD ` w o o00 d yE, DRnuk BUIL E MENT J U U - 7 2021 VIL f E OF RYE K 938KIN ETRYEB NY 10573 VILLAGE OF RYE BROOK (914)9 939-5801 BUILDING DEPARTMENT 2 n iynor PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY Bll PP#: oo� Approval Date: Permit Fee: $ / ( 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 remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State,County and Local Codes. I.Address: ql�,a .4nj1ee-sdvl No., A SBL: /C29 .,{S l� f`� Zone: OsL- �_j 2.Proposed Work: P/1,001J h ,94& c. J1!e S•n k. J0ef(_4)hA 14e, !► <<l 3.Property Owner:N,'nr/&.41 ,C _�! / 0 C,, Address: Phone#: 9j y (73 9_/V S U Cell#: email: 4.Master Plumber: �. i(M D AA �b�y Address: /S (.hi B� kyl W.641n44,47 Phone#:GqO 3� 7V O-P i`d Cell#a3 9 Y�- 7�tF) email: ;6=44 Id (04,41G .��C '04_44 )9„ Company Name: !))M!,s li y P+A f -i ! Address:S6AVAS 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 IstFloor I ! /iJre3e d, b 2nd Floor 3'd Floor 4�Floor 5`1 Floor Exterior 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) F- 3/21/19 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as. -�xuce L• Cc-w"Oy,- ,n ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual si ning 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 Gea(-O-1 M NAe 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 to before me this Sworn to before me this day of 20 �) day of 20 a R Signature of Pr rty Owner Signature Applicant Print Name of Prope Owner *amge of pplicant Notary Public I MEULLO Nota �� ILLO Notary Public, State of Now York Notary rublio,State of New York No.01 ME6160063 No. 01 ME6160063 Quafified in Westchester County Qualified In Westchester County Commission Expires Januen,29 20 a3 Commission Exnires Janus-29 20 al3 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- 3l21/19 . BUILDING�EFATtTMENT Q E Q VILI AGE OF RY " OOK JU - j ZO21 B1 938 KING STET P.YiE BR+d6DK,NY 10573 (914)939-066$1FAx(91`4_439-5801 VILLAGE OF RYE BROOK BUILDING 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 YORK, COUNTY OF WESTCHESTER ) as: �1, f�J6► L v� P i l C� �^ , residing at, '2o Aq-e r S oN_ (Print name (Address where you live) 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-, 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 of Property Owner() ]j c[0C'. C - C-4 LAA Q (Print Name of Property OwnTr(s)) Sworn to before me this day of , 20 Z (Notary Public) CHRISTOPHER J.BRADBURY Notary Public,state of New York No.Of BR6159985 Qualified in Westchester County _3- Commission Expires January 29,20 22 3/21/19 # �= o r4 z 5 N N N A = u 0-4 W � .5 16 o ed EEc. Z Q z s O N a oa _ , ° a�ci � _ F y gz �.: 0 0%4 C� A Mrc t Li Z 12_ E m ICI M� O .•. o?! r' ' I .c I� M ` U f y r j nppa 4 u v F COD � O c U O U tn �y •� O O � E' � � > > •--� © V U 0. 6A E E rL z �� y W ��• Gr pt � � a� a� i--i r7 IY rU.i W o a Y r r 14AR 1 12U21 BUILDING DEPARTMENT D VILLAGE OF RYE BROOK D T ED 938 KING STREET RYE BROOK,NY 10573 FEB 2 22021 (914)939-0668 Fax(914)939-5801 VILLAGE OF RYE BROOK www.aebrook.org. BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FAR OFFICE USE ONLY:Approval DateMAR 1 8 2021 )-05q up#: -1/0 Application Fee:$ Approval Signature: Permit Fees: Disapproved. Other: Application dated: , is hereby made to the Building Inspector of the Village of Rye Brook NY for the issuance of a Permit to install or modify a Fire Suppression/Fire Sprinkler System as per detailed statement described below. 1. Job Address: !350 A jcYa�,,) I V cta 2. Parcel I.D.: 19r'-'g- -/-/ Zone: 3. Proposed Work(Describe system in detail including suppression agent): -L�•E��- (< e� •r` Se < t,Jc 4. Number&Types of Fire Sprinkler Heads: c ./ I ✓lt,� Coe�,)c. s• Z U 5. MY State Construction Classification: N.Y.State Use Classification: /4 Z 6. Estimated Value of Job:$ (��Ono 0 y (Value shall include all labor,materials,fixed equipment,professional fees,and materials and labor which may be donated gratis.) 7. Property Owner: f�.qc c( Qom,o )a- ,�b Address: Phone# �/� / �ySC� Cell# email: Applicant: ., c- �2, sfc---c Address: 114 4,ews� gil, _ Una t3 6rc-s4v! C -o4o Io Phone# g33-7%G 3V kx0700 Cell# �(,�Q `��S '/�y email: Architect/Engineer: j;� j.�- �_w_ u]�S Address: G 8 ✓{[.��- �1. J�yC lJ a�g�'j Phone# 5�7- �O7- aJ SO Cell# email: e•ef[1 o rt �`— General Contractor: C ��✓k_ C�S �vhp-•� � Address: 30 �, 6G,*6?1 Phone# Cell# email: GU^ G f C.-I Lc' . O-- 1 1/30/2020 t 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. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: me.S 0 1 IQ,t'1 ,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 Cb(ftaC5�)✓ 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 to before me this Sworn to before me this day of , 20 day of t'C.b Z3 , 20 '25 Signature of Property Owner Si f Applicant Print Name of Property Owner Print Name of Applicant Notary Public Notary Public 2 1/3 012 020 1 Hydraulic Summary Job Number:2020-21 Report Description:Remote Area#Attic Space Above Training Bay Job 100 Ru�WM ,,, 2020-21 An a.=.: err CMIInbwVLkenre fAnbv BLIND BROOK COUNTRY CLUB TEACHING FACILITY AV —I AXJ 980 ANDERSON HILL ROAD AW-2 deb SWOu.0% RYE BROOK NY AMrea9 3 0—W Nrna BBC FP-01 Teaching Facility.cad System Remote Area(s) A+ort txmenano soR�+w.n+r o�,u�.-r ,ao s,en. 5.6 K-Factor 25.00 at 19.930 Light Hazard XaY AYwvc�N haute 0.1"'y A ofAwksdm 100.00 0.10gpmlft2 1500ft(Actual208ft2) nndmww X s pp- rma+eer Of srn*+«e C41 Ward hl-be Of n de,crw.re eww.a.n«awsiidw Node Flow(gom 5 0 120W Aumr R"uft Frown Far A"&)AdWe ro MW R�Am pf NEr p GEp�A hQ' TallX Sbe.mr 100.00 W SyNem R1ou dnrM ioM WNw R-A�d 01dadk9 Xaw.AN-1 130.81 230,81h ?'!RT?.ti'� •� ;0.000 Mu—VNWy Ab-e r—d 25.70 between nodes 6 and 5 rAeemm worry umr�ro 5.03 between nodes 9 and 8 wbun.vraev a wet Res wMms aw.�v Bray roe. 1037.91 gal uppl les Hose Flow ' Static Residual Flow Available Total Demand Required Safety Margin Node Name m (psi) (psi) m (psi) @ m sI (psi) 99 Water Su 1 100.00 65,000 50,000 2037.00 64.733 230.81 40.681 24.052 96 Pump 48.000 40,000 500.00 102.764 130.81 78.712 24.052 Pumps:Static=Chum(Pressure®Zero Fbw) [MAR 11 2021 VILLAGE OF RYE BROOK BUILDING DEPARTMENT_ , Contractor a�mom, 1ljBill Sparano 7E.gineering Manager vem.m caan.a+or roan. e Synergy Fire Systems 860-993-3954 ntlO—I FAX 116 Riverside Ave Add—2 E-mrl Bristol CT Addrrr] ©M.E.P.CAD,Inc. AutoSPRINK 2019 05.1.22.0 3110/2021 6:27:20PM Page 1 Hydraulic Graph Job Number:2020-21 Report Descri tion:Remote Area#Attic Sipace Above Trainino Ba Water Supply at Node 99 100 90 s0 70 Static Pressure 65.000 60 2 50 37.00 50.000 N d d 130.81 @ 40.681 40 i 230.81 with hose streams 30 S stem demand curve 20 1D a 0� 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow,gpm Hyde,l Gnpn Water Supply at Node 99 - 65.000 RaaWual:Pr.erne ---- 50.000 @ 2037.00 pveXcd PrBs&Be NT .7- 64.733 @ 230.81 sY— �. 40.681 @ 130.81 sywm 40.681 @ 230.81 dk,0 M.E.P.CAD,Inc. ®AutoSPRINK 2019 v15,1.22.0 3/10/2021 627:22PM Page 2 draulic Graph Job Number:2020-21 111by Report Description:Remote Area#Attic Space Above Trainina B Pump at Lode 96 150 135 120 -Combined Static Pressures 105 Pump and Supply - 90 Q 130.81 78,712 75 m o. upply 60 Pump Chum Pressure 48,000 45 I tem demand curve 00 @ 40.000 30 15 0 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow,gpm My6nulk Graph S.'.•Chum P -Pump Pw Pump at Node 96 114.355 40,000 @ 500.00 65.000 48.000 FR*Wd11M:Pry -- 50.000 @ 130.81 Arw.de Pmaav M T aRI- A-4bk Pmswn 4 P—Di.O+ 64.733 @ 130.81 102.764 @ 130.81 78.712 @ 130.81 �h ©M.E.P.CAD,Inc. AutoSPRINK 2019 05.1.22.0 3/10/2021 6:27:22PM Page 3 1 5 1 1 Summary Of Outflowing Devices Job Number:2020-21 Report Description:Remote Area#Attic Space Above Training Bay Actual Flow Minimum Flow K-Factor Pressure Device m m K (psi) nMer 1 25.00 26.00 5.6 19.930 Sprinkler 2 25A4 26.00 5.6 20.151 Sprinkler 3 25.63 25.00 5.6 20.951 Sprinkler 4 26.66 25.00 5.6 22.670 b Most Demanding Sprinkler Data M,E.P.CAD,Inc, AutoSPRINK 2019 v15.1.22.0 3110/2021 6:27:23PM Page 4 1 Node Analysis Job Number:2020-21 Report Description:Remote Area#Attic Space Above Training Ba Nods Elevation Foot FiSin s Pressure sl Dischar e m 1 19'-9 S r-19.930 19.930 25.00 _ 2 19-9 S r-20.151 20.151 25.14 3 19'-9 S r-20.951 20.951 25.63 4 19'-9 S r-22.670 22.670 26.66 5 19'-9 S r-25.672 25.672 28.37 99 51-0 S 40.681 130.81 6 19-9 E 3'-8% 45.236 7 12'-0 PO 9'-11 61.431 8 _ 1'-1'!z 68.465 T-10% PD 20'-2 78.366 96 1'-10Yz P2-47.330 78.712 97 1'-10% P1 31.382 98 T-4Y. UE T-11 41.185 L,,0 M.E.P.CAD,Inc. AutoSPRINK 2019 vl5.1.22.0 3/1012021 6:27:24PM Page 5 I N I D Hydraulic Analysis Job Number:2020-21 Report Description:Remote Area#Attic Space Above Training Bay Pipe Type Diameter Flow Velocity HWG Friction Lose Length pressure Downstream Elevation Discharge K-Factor Pt Pn FRUngs Eq.Length Summary Upstream Total Length o•••••Route 1 BL_ 1.4420 25.00 4,91 120 0,041752 5'-3'1 Pf 0.221 1 19'-9 25.00 5.6 19.930 Sprinkler Pe 2 19'-9 20.151 5'-3Yx Pv BL _ 1.4420 50.14 9.85 120 0.151288 5'-3% Pf 0.801 2 19'-9 25.14 5.6 20.151 Sprinkler Pe 3 19'-9 20,951 5'-3'/2 Pv BL 1.4420 75.77 14.89 120 0.324767 5' 2 Pf 1.719 3 19'-9 25.63 5.6 20.951 Sprinkler Pe 4 19'-9 22.670 V-3%Pv BL 1.4420 102.43 20A2 120 0.567303 V-3'/ Pf 3.002 4 19'-9 26.66 5.6 22.670 Sprinkler Pe 5 19'-9 25.672 5'-3'/Pv BL 1.4420 130.81 25.70 120 0.891795 18'-2'/ Pf 19.564 5 19'-9 28.37 5.6 25.672 Sprinkler, Y-8% Pe 6 19'-9 45.236 E(3'-8Y2) 21'-11'/x Pv BL 1.6820 130.81 18.89 120 0,421360 10'-8 Pf 12.835 6 19'-9 45.236 19'-9'/ Pe 3.360 7 12'-0 61.431 2E(4'-11'/2),PO(9'-11) 30'-5'/ Pv CM 2.6350 130.81 7.70 120 0.047340 30'-1'/2 Pf 2,321 7 121-0 61.431 18'-11 Pe 4.713 8 1'-1'/ 68.465 3fE(4'-3Yx),2f-0.000,BV(6'-0) 49'-0'/:Pv UG 3.2600 130.81 5.03 120 0.016790 563-3'/2 Pf 10.225 8 1'-1Y2 68.465 45'-8'/2 Pe -0.324 9 1'-10% 78.366 E(9'-5),4EE(4'-0'/x),PO(20'-2) 607-0 Pv CM 4.2600 130.81 2.94 120 0.004562 T-9'/ Pf 0.346 9 1'-10% 78.366 68'-0 Pe 96 1'-10% 78.712 fT(16'-0),3fE(6'-91/),CV(28'-11 75'-9Y2 Pv '/),GV(2'-7Y2) Pump Velocttv 96 130.81 78.712 Rating:40.000 @ 500.00 97 Q=130.81 2.94 31.382 Chum Pressure:48.000 DY 4.2600 130.81 2.94 120 0.004562 9'-5'/ Pf 10.494 97 V-10'/ 31.382 89'-11'/ Pe -0.650 98 T-41/2 41.186 2LtE(7'-11),2GV(2'-7Yx),T(26'-4 99'-5 Pv ),BFP(-10.000),2fE(6'-9'/x),CV( 28'-11 Y2) UG 62800 130.81 1.35 140 0.000518 317'-11'/. Pf 0201 98 T-41/2 41.185 69'4 P@ -0.704 99 5'-0 40.681 T(4T-31/),E(22'-1),S 38T-4 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter Factor MultiplyingFactor p 0.713 1.16 1.33 1.51 L Q M.E.P.CAD,Inc. MAutoSPRINK 2019 05.1.22.0 3/10/2021 627:2613M Page 6 +- � Job Number:Hydraulic Analysis Report Description:Remote Area#Attic Space Above Training Bay Pipe T Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units l egnnd fittings Legend AO Arm-Over (Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge m BaIV Ball Valve DR Drop g gp BFP Backflow,Preventer DY Dynamic Vetocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90' FIR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe on Normal pressure at a point in a pipe E 90'Elbow UG Underground Pf Pressure loss due to friction between points EE 45'Elbow Pe Pressure due to elevation difference between indicated Fell 11'/,°Elbow points Eel 22%Elbow PV Velocity pressure at a point in a pipe f Flow Device Id Flex Drop FDC Fire Department Connection fE 90'FireLock(TM)Elbow fEE 45'FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �l O M.E.P.CAD,Inc. fIlAutoSPRINK 2019 v15.1.22.0 3/10/2021 6:27:26PM Page 7 �o Worldwide www.tyco-fire.com Contacts Series TY-FRB -- 5.6 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage General of copper alloy sprinklers beyond that which would otherwise be obtained Deseri tlon when exposed to corrosive atmo- spheres. Although corrosion resistant The Series TY-FRB,5.6 K-factor, Hori- coated sprinklers have passed the zontal and Vertical Sidewall Sprinklers standard corrosion tests of the appli- described in this data sheet are quick cable approval agencies,the testing is j not representative of all possible cor- response -standard coverage, dec- rosive atmospheres. Consequently, orative 3 mm glass bulb type spray it is recommended that the end user sprinklers designed for use in light and ordinary hazard, commercial occu- be consulted with respect to the suit- ability v these coatings for any given pancies such as banks, hotels, shop- corrosive ping malls, etc. They are designed for e environment. The effects of installation along a wall or the side of ambient temperature,concentration , a beam and just beneath a smooth chemicals, and gas/chemical velocity, ceiling. Sidewall sprinklers are com- should considered, as a minimum, monly used instead of pendent or along with the corrosive nature the upright sprinklers due to aesthetics or chemical to which the sprinklers will be building construction considerations, exposed. where piping across the ceiling is not desirable. The recessed version of the Series The Series TY-FRB Sprinklers TY-FRB Horizontal Sidewall Sprinkler described herein must be installed is intended for use in areas with a fin- and maintained in compliance with ished wall. It uses a two-piece Style this document, as well as with the 10 Recessed Escutcheon with 1/2 in. applicable standards of the National (12,7 mm)of recessed adjustment or up Fire Protection Association,in addition to 3/4 in.(19,1 mm)of total adjustment to the standards of any other authori- from the flush sidewall position, or a ties having jurisdiction. Failure to do so two-piece Style 20 Recessed Escutch- may impair the performance of these eon with 1/4 in. (6,4 mm)of recessed devices. adjustment or up to 1/2 in. (12,7 mm) The owner is responsible for main- of total adjustment from the flush side- taining their fire protection system wall position.The adjustment provided and devices in proper operating con- by the Recessed Escutcheon reduces dition. Contact the installing contrac- Technical the accuracy to which the fixed pipe for or product manufacturer with any nipples to the sprinklers must be cut. questions. Data Corrosion resistant coatings, where Sprinkler applicable,are utilized to extend the life S Approvals UL and G-UL Listed Identification FM Approved IMPORTANT LPCB Approved Refer to Technical Data Sheet Numbers NYC Approved TFP2300 for warnings pertaining to (Refer to Table A for complete approval regulatory and health information. TY3331....... .... . . .. .Horizontal information including corrosion resistant Always refer to Technical Data TY3431... ....... . . . .. ... Vertical status.) Sheet TFP700 for the "INSTALLER Maximum Working Pressure WARNING"that provides cautions Refer to Table B with respect to handling and instal- Discharge Coefficient lation of sprinkler systems and com- K=5.6 GPM/psis/2(80,6 LPM/bar"2) ponents. Improper handling and installation can permanently damage Temperature Ratings a sprinkler system or its compo- Refer to Table A nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 JULY 2018 TFP176 TFP176 Page 2of6 1 - Frame DEFLECTOR 1 - Frame DEFLECTOR 2 - Button HAT �� 5 2 - Button HAT � 5 3 - Sealing 3 - Sealing Assembly —ii Assembly 4 Bulb 4 - Bulb 5 - Compression 5 - Compression Screw Z Screw 6 - Deflector* 6* 4 2 3 1 6 - Deflector* 6* 4 2 3 1 9/16" WRENCH 1/2"** 9116" WRENCH 112" (14,3 mm) FLATS Nf PT (14,3 mm) FLATS Nf PT I I 0 1-13/16" t1a, F 1-13116" 7/16" (46,0 mm) (11,1 mm) (46,0 mm) (11,1 mm) CENTERLINE NOMINAL CENTERLINE NOMINAL OF SPRINKLER MAKE-IN OF SPRINKLER MAKE-IN WATERWAY 1-1/2" WATERWAY 1-1/2" (38,1 mim (38,1 mm)~ ESCUTCHEON ESCUTCHEON PLATE SEATING 2-3/16" PLATE SEATING 2-3/16" SURFACE (55.6 mm)� SURFACE (55,6 mm) STYLE 10 or 20 STYLE 10 RECESSED RECESSED ESCUTCHEON ESCUTCHEON *Temperature rating is *Temperature rating is indicated on Deflector indicated on Deflector ** Pipe thread connections per ISO 7-1 can be provided on special request 2-718"DIA. 2-7/8" DIA. (73,0 mm) (73,0 mm) ALL FINISHES EXCEPT POLY-STAINLESS POLY-STAINLESS FINISH ONLY FIGURE 1 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB HORIZONTAL SIl3EWALL(TY3331)SPRINKLERS Finishes Poly-Stainless Design Sprinkler:Refer to Table C Physical Characteristics Recessed Escutcheon:Signal or Pure Frame ................ L31 tame. .Bronze Criteria Button................ L3t6 Stainless Steel' White,Jet Black,Grey Aluminum,Chrome Bulb...............................Glass Plated,or Brass Plated Compression Screw.....L316 Stainless Steel* The Series TY-FRB, 5.6 K-factor, Hor- Physical Characteristics HSW Deflector ..............Copper/Bronze izontal and Vertical Sidewall Sprin- Bronze Sealing Assembly.Gold Plated Beryllium Nickel klers are intended for fire protection Frame .......................... w/TEFLON Button......................Brass/Copper 'Type L316 stainless steel(UNS 31603)per ASTM systems designed in accordance with Sealing Assembly..Beryllium Nickel w/TEFLON A4791479M or BS EN 1008 WN1.4404. the standard installation rules rec- Bulb...............................Glass . ognized by the applicable Listing or Screw.....................Bronze Operation Approval agency e. g HSW Deflector ............... ...Bronze PP g y ( g., UL Listing IS .' based on the requirements of NFPA 1ISW Deflector.....................Copper The glass bulb contains a fluid which 13, and FM Approval is based on the expands when exposed to heat.When requirements of FM's Loss Prevention the rated temperature is reached, the Data Sheets). Only the Style 10 or 20 fluid expands sufficiently to shatter the Recessed Escutcheon, as applicable, glass bulb, allowing the sprinkler to is to be used for recessed horizontal activate and water to flow. installations. TFP176 Page 3 of 6 Installation *Temperature ** Pipe thread 1 - Frame 4 - Bulb 7 - Ejection rating is connections 2 - Button 5 - Compression Spring The Series TY-FRB,5.6 K-factor, Hori- indicated on per ISO 7-1 can 3 - Sealing Screw zontal and Vertical Sidewall Sprinklers Deflector. be provided on Assembly 6 - Deflector* must be installed in accordance with special request. this section. ARROW MUST General Instructions POINT AWAY Do not install any bulb type sprinkler 7/16" FROM AND BE O if the bulb is cracked or there is a loss ESCUTCHEON (11,1 mm) PERPENDICULAR of liquid from the bulb.With the sprin- PLATE SEATING NOMINAL TO THE BACK kler held horizontally,a small air bubble SURFACE NPT** MAKE-IN WALL SURFACE should be present.The diameter of the air bubble is approximately 1/16 in. 6* (1,6 mm) for the 135°F (57°C) to 3/32 in. (2,4 mm)for the 286°F(141°C) FLOW V j�5 temperature ratings. A leak tight 1/2 in. NPT sprinkler joint 2-3/16° / 4 should be obtained with a torque of (55,6 mm) \ J[17 mm) 7 to 14 lb-ft (9,5 to 19,0 N•m). Higher 4-112 2 levels of torque may distort the sprin- (38,1 mm) WRENCkler and cause leakage or impairment FLATS 3 of the sprinkler. Do not attempt to make-up for insuf- ficient adjustment in the escutcheon SHOWN SHOWN CROSS plate by under-or over-tightening the PENDENT UPRIGHT SECTION sprinkler. Readjust the position of the sprinkler fitting to suit. FIGURE 2 5.6 K-FACTOR QUICK RESPONSE Series TY-FRB Horizontal and SERIES TY-FRB VERTICAL SIDEWALL(TY3431)SPRINKLERS Vertical Sidewall Sprinkler Installation Series TY-FRB Recessed /� The Series TY-FRB Horizontal and Horizontal Sidewall Sprinkler Care and Vertical Sidewall Sprinklers must be Installation installed in accordance with the fol- The Series TY-FRB Recessed Horizon- Maintenance lowing instructions. tal Sidewall Sprinklers must be installed Step 1. Horizontal sidewall sprinklers in accordance with this section. The Series zontal and Vertical FRB, 5.6 K-factor,Sprinklers are to be installed in the horizontal tical Sidewall Sprinkklers position with their centerline of water- Step A. Recessed horizontal sidewall must be maintained and serviced in sprinklers are to be installed in the hori- accordance with this section. way perpendicular to the back wall and of parallel to the ceiling.The word "TOP" zontal position with their centerline waterway perpendicular to the back k Before closing a fire protection system on the Deflector is to face towards the wall and parallel to the ceiling. The main control valve for maintenance ceiling. word"TOP"on the Deflector is to face work on the fire protection system that it controls,permission to shut down the Vertical sidewall sprinklers are to be towards the ceiling. installed in the pendent or upright affected fire protection system must be position with the arrow on the Deflect Step B.After installing the Style 10 or obtained from the proper authorities for pointing away from the wall. 20 Mounting Plate over the sprinkler and all personnel who may be affected threads,hand tighten the sprinkler into by this action must be notified. Step 2. With pipe thread sealant the sprinkler fitting. applied to the pipe threads, hand Absence of an escutcheon, which is tighten the sprinkler into the sprinkler Step C. Tighten the sprinkler into the used to cover a clearance hole, may fitting. sprinkler fitting using only the W-Type delay the time to sprinkler operation in 7 Recessed Sprinkler Wrench (Ref, a fire situation. Step 3. Tighten the sprinkler into the Figure 6). With reference to Figure Sprinklers that are found to be leaking sprinkler fitting using only the W-Type 1, the W-Type 7 Recessed Sprinkler or exhibiting visible signs of corrosion 6 Sprinkler Wrench(Ref.Figure 5),With Wrench is to be applied to the sprin- must be replaced. reference to Figure 1 or 2, the W-Type kler wrench flats. 6 Sprinkler Wrench is to be applied to Step D. After the ceiling has been Automatic sprinklers must never be the wrench flats. painted, plated, coated or other- installed or the finish coat has been wise altered after leaving the factory. applied, slide on the Style 10 or 20 Modified sprinklers must be replaced. Closure over the Series TY-FRB Sprin- Sprinklers that have been exposed to kler and push the Closure over the corrosive products of combustion, but Mounting Plate until its flange comes have not operated,should be replaced in contact with the ceiling. if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing It with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Spriklers TFP176 Page 4of6 5/8t 1/4" (15,9t6,4 mm) MOUNTING FACE OF WRENCH RECESS SURFACE SPRINKLER (END"A"USED FOR FITTING 1/2"NPT MODELS) _7 FIGURE 5 CLOSURE W-TYPE 6 SPRINKLER WRENCH 2-7/8"DIA. (73,0 mm) SERIES WRENCH TY-FRB 2-1/4"DIA. (57,2 mm) RECESS MOUNTING� 1 PLATE 1/8" (3,2 mm) PUSH WRENCH 1-1/4"(31,8 mm) 3/4"(19,1 mm) IN TO ENSURE 3✓4"(19,1 mm) 1/4"(6,4 mm) ENGAGEMENT WITH SPRINKLER FIGURE 3 WRENCHING AREA SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER FIGURE 6 WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT W-TYPE T RECESSED STYLE 10 RECESSED ESCUTCHEON SPRINKLER WRENCH 1/2t1/8" (12,7t3,2 mm) MOUNTING FACE OF SURFACE SPRINKLER FITTING CLOSURE 77 2-7/8" DIA. (73,0 mm) SERIES TY-FRB 2-1✓4"DIA. (57,2 mm) MOUNTING If PLATE 'q�q !9 (3,2 mm) 1-1/4"(31,8 mm) 1/2"(12,7 mm) 1"(25,4 mm) 114"(6,4 mm) FIGURE 4 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFP176 Page 5 of 6 SPRINKLER FINISH(See Note 11) K TYPE TEMP. BULB NATURAL CHROME pOLYESTERc POLY- LEAD LIQUID BRASS PLATED STAINLESSO COATED 135°F(57°C) Orange HORIZ. 155°F(68°C) Red SIDEWALL 175°F(79°C) Yellow 1,2,3.4,9,10 1,2,3,9 1,2 1,2,3,9 (TY3331) 200°F(93°C) Green 286°F(141°C) Blue 5.6 RECESSED 135°F(57°C) Orange 1/2 in. HORIZ. 155°F(68°C) Red NPT SIDEWALL 1,2,4,9, 10 1,2,9 1,2 N/A TY3331)a 175°F(79°C) Yellow Figure 3 200°F(93°C) Green RECESSED 135°F(57°C) Orange HORIZ. 155°F(68°C) Red SIDEWALL 1,2,3,4,9 N/A N/A (TY3331)b 175°F(79°C) Yellow Figure 4 200°F(93°C) Green VERTICAL 135°F(57°C) Orange SIDEWALL 155°F(68°C) Red 5.6 (TY3431) 1/2 in. Installed 175°F(79°C) Yellow 5,6,7,8,9 N/A 5,6,7,9 NPT Pendent 200°F 93°C Green or ( ) Upright 286°F(141°C) I Blue NOTES: 1. Listed by Underwriters Laboratories,Inc.(UQ as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 in.(100 to 300 mm)top of deflec- tor to ceiling distance. 2. Listed by Underwriters Laboratories Inc..for use in Canada(C-UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 in.(100 to 300 mm)top of deflector to ceiling distance. S. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 in.(100 to 300 mm)top of deflector to ceiling distance. 4. Approved by the Loss Prevention Certification Board(LPCB Ref.No.007a/04)at a 4 to 6 in.(100 to 150 mm)top of deflector to ceiling distance.The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 5. Listed by Underwriters Laboratories.Inc.as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 6. Listed by Underwriters Laboratories for use In Canada(C-UL)as Quick Response Sprinklers for use In Light and Ordinary Hazard Occupancies. 7. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers for use in Light Hazard Occupancies. S. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06&007a/04)as Quick Response Sprinklers. 9. Approved by the City of New York under MEA 354-01-E. 10.Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)at a 4 to 6 in.(100 to 150 ni top of deflector to ceiling distance.The LPC does not rate the thermal sensitivity of horizontal sidewail sprinklers. 11.Where Polyester Coated and Lead Coaled Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as Corrosion Resistant Sprinklers. a. installed with Style 10(112 In.NPT)3/4ln.Total Adjustment Recessed Escutcheon. b. installed with Style 20(1/2 in.NPT)1/2 in.Total Adjustment Recessed Escutcheon. c. Frame and deflector only. TABLE A LABORATORY LISTINGS AND APPROVALS damaged by dropping,striking,wrench Thereafter, annual Inspections per ing contractor or product manufacturer twist/slippage, or the like, must be NFPA 25 should suffice; however, with any questions. replaced. Also, replace any sprikler instead of inspecting from the floor It is recommended that automatic that has a cracked bulb or that has lost level, a random sampling of close-up sprinkler systems be inspected,tested, liquid from its bulb. (Ref. Installation visual inspections should be made,so and maintained by a qualified Inspec- Section). as to better determine the exact sprin- tion Service In accordance with local The owner must assure that the sprin- kler condition and the long term integ- requirements and/or national codes. klers are not used for hanging any rity of the corrosion resistant coating, objects and that the sprinklers are only as it may be affected by the corrosive cleaned by means of gently dusting conditions present. with a feather duster; otherwise, non- The owner is responsible for the operation in the event of a fire or inad- inspection,testing,and maintenance of vertent operation may result. their fire protection system and devices Frequent visual inspections are rec- in compliance with this document, as ommended to be initially performed well as with the applicable standards for corrosion resistant coated sprin- of the National Fire Protection Asso- klers, after the installation has been the s n der NFPA y of in addition to completed, to verify the integrity the standards of any other authorities of the corrosion resistant coating. having jurisdiction.Contact the install- TFP176 Page 6 of 6 SPRINKLER FINISH K TYPE NATURAL BRASS CHROME PLATED POLYESTER LEAD COATED 250 PSI(17,2 BAR) HORIZONTAL SIDEWALL(TY3331) or 175PSI(12,1 BAR) 5.6 RECESSED HORIZ. 1/2 in. SIDEWALL(TY3331) (SEE NOTE 1) NPT [_ VERTICAL SIDEWALL 175 PSI(12,1 BAR) (TY3431) NOTES: 1. The maximum working pressure of 250 psi(17,2 bar)only applies to the Listing by Underwriters Laboratories,Inc.(UL);the Listing by Underwriters Laboratories,Inc.for use in Canada(C-UL);and,the Approval by the City of Now York. TABLE B MAXIMUM WORKING PRESSURE P/N 57 - XXX - X - XXX SIN SPRINKLER TEMPERATURE FINISH RATINGS 378 HORIZONTAL SIDEWALL TY3331 1 NATURAL BRASS 135 135°F(57°C) POLY-STAINLESS GREY 155 155°F(68eC) 375 VERTICAL SIDEWALL TY3431 2 ALUMINUM(RAL9007)1 POLYESTER 3 PURE WHITE(RAL9010)2 175 175°F(79°C) POLYESTER 4 SIGNAL WHITE(RAL9003) 200 200°F(93°C) POLYESTER 286 286°F(141°C) 5 JET BLACK(RAL9005)3 POLYESTER 7 LEAD COATED 9 CHROME PLATED NOTES: L Avai[able for TY3331 only. 2. Eastern Hemisphere sales only. 3. Available in 155°F(68°C)or 200*F(93'C temperature rating only. TABLE C PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS Limited Orderin Recessed Escutcheon Specify: Style (10 or 20) Recessed Warranty Procedure (specify*) p with (specify*)finish, P/N s ecif For warranty terms and conditions,visit Contact your local distributor for avail- •Refer to Technical Data sheet TFP770 www.tyco-fire.com ability.When placing an order,indicate Sprinkler Wrench the full product name and Part Number Specify: W-Type 6 Sprinkler Wrench, (P/N), P/N 56-000-6-387 Sprinkler Assemblies with NPT Specify: W-Type 7 Sprinkler Wrench, Thread Connections: P/N 56-850-4-001 Specify: Series TY-FRB(specify SIN), (specify K-factor),(specify)Horizontal Sidewall or Vertical Sidewall Sprinkler, Standard Response,Standard Coverage,(specify)temperature rating, (specify)finish or coating, P/N (specify from Table C) 1400 Pennbrook Parkway,Lansdale,PA 194461 Telephone+1-215-362-0700 {■`+ 02019Johnson Controls.PJl righlq naerved.All aps°aleetlona end oMar infarmaUon shown ware°ertent an of tlo°ement revision Cets entl ere au6jeol to chenpa wlfhoW nolioe. Johnson NATIONAL FINE PROTECTION ASSOCFATION9nd F,q E,1.01 qn are Agq.G1.0 n; r'On}rQIS TEFLON,6gleie batle ,k,1 OUPant Controls Worldwide www.tyco-fire.com Contacts Series RFiI — 5.6 K-factor "Royal Flush 11" Concealed Pendent Sprinklers Quick & Standard Response, Standard Coverage General The Series RFII Sprinklers are shipped with a Disposable Protective Cap.The Deseri t1i0n Protective Cap is temporarily removed p during installation and replaced to help The TYCO Series RFII 5.6 K-factor, protect the sprinkler during ceiling "Royal Flush ll" Concealed Pendent installation or finish.The tip of the Pro- Sprinklers Quick Response (3-mm tective Cap can be used to mark the �- bulb) and Standard Response (5-mm center of the ceiling hole into plaster bulb), are decorative sprinklers fea- board or ceiling tiles by gently pushing turing a flat cover plate designed to the ceiling product ceiling the Pro- conceal the sprinkler.These sprinklers tion is Cap. When ceiling inCap is optimal for architecturally sensi- rem is complete,the Protective Cap i r tive areas such as hotel lobbies,office removed and the Cover Plate/Retainer buildings,churches,and restaurants. Assembly is installed. Each sprinkler includes a Cover Plate/ As an option,the Series RFII Standard Retainer Assembly and a Sprinkler/ Response(5-mm bulb)"Royal Flush II" Support Cup Assembly. The separa- Concealed Pendent Sprinklers can be ble, two-piece assembly design pro- fitted with a silicone Air and Dust Seal. Technical vides the following benefits: See Figure 5. The Air and Dust Seal is intended for sensitive areas where Data • Allows installation of the sprinklers it is desirable to prevent air and dust and pressure testing of the fire pro- from the area above the ceiling to pass Sprinkler Approvals tection system prior to installation of through the cover plate. Approvals apply only to the service a suspended ceiling or application of conditions indicated in the Design Criteria the finish coating to a fixed ceiling. .® section. • Permits the removal of suspended The Series RFII Concealed Pendent • TY3531 (3 mm Bulb)is UL Listed, ceiling panels for access to building Sprinklers described herein must be C-UL Listed and NYC Approved service equipment without having installed and maintained in compliance (MEA 353-01-E)as Quick Response. to first shut down the fire protection with this document and with the appli- . TY3531 (3 mm Bulb)is VdS Approved system and remove sprinklers. cable standards of the NATIONAL FIRE (Certificate No.G4090007). • Provides for 1/2 in.(12,7 mm)of ver- PROTECTION ASSOCIATION (NFPA), . TY3531 (3 mm Bulb)is FM and tical adjustment to allow a measure in addition to the standards of any LPCB Approved(Ref.No.094a/10)as of flexibility in determining the length authorities having jurisdiction. Failure Standard Response. of fixed piping to cut for the sprinkler to do so may impair the performance drops. of these devices. Note:FM and LPCB do not approve The owner is responsible for maintain- concealed sprinklers for quick ing their fire protection system and response. devices in proper operating condition. TY3551 (5 mm Bulb)is UL Listed,C-UL The installing contractor or sprinkler Listed,FM Approved,LPCB Approved manufacturer should be contacted with (Ref.No.094a/9),and NYC Approved any questions. (MEA 353-01-E)as Standard Response. IMPORTANT Approvals for Air and Dust Seal Refer to Technical Data Sheet Sprinkler UL and GUL Listed for use with the RFII TFP2300 for warnings pertaining to Standard Response Concealed Sprinkler regulatory and health information. Identification (TY3551) Always refer to Technical Data Maximum Working Pressure Sheet TFP700 for the "INSTALLER Number (SIN) Maximum 250 psi(17,3 bar)by UL, WARNING"that provides cautions C-UL,and NYC with respect to handling and instal- TY3531 — 3 mm bulb Maximum 175 psi(12,1 bar)by FM,VdS, lation of sprinkler systems and com- TY3551 — 5 mm bulb and LPCB ponents. Improper handling and Temperature Rating installation can permanently damage 155°F(68°C)Sprinkler with a sprinkler system or its compo- 139T(59°C)Cover Plate nents and cause the sprinkler to fail to operate in a fire situation or cause 200°F(93°C)Sprinkler with it to operate prematurely. 165°F(74°C)Cover Plate Page 1 of 4 AUGUST 2020 TFP181 TFP181 Page 2 of 4 Discharge Coefficient 1/2"NPT SEALING Kr 5.6 GPM/psi7z(80,6 LPM/bar'rz) ASSEMBLY Adjustment 1/2 in.(12,7 mm) Finishes FRAME See the Ordering Procedure section. CAP Physical Characteristics Frame ............................Bronze Support Cup...................Piated Steel SUPPORT Guide Pins..................Stainless Steel CUP WITH I I BULB Deflector..........................Bronze ROLL FORMED II Compression Screw..................Brass THREADS Bulb...............................Glass Cap.....................Bronze or Copper I I Sealing Assembly..Beryllium Nickel w/TEFLON I I COMPRESSION Cover Plate.........................Brass SCREW Retainer............................Brass GUIDE Ejection Spring.............. Stainless Steel PINS(2) I I Design E DEFLECTOR (DROPPED Criteria DEFLECTOR i i i — POSITION) The TYCO Series RFII 5.6 K-factor, "Royal Flush II" Concealed Pendent SPRINKLER/SUPPORT CUP Sprinklers are intended for fire protec- ASSEMBLY tion systems designed in accordance with the standard installation rules THREAD INTO RETAINER recognized by the applicable Listing SUPPORT WITH THREAD or Approval agency; for example, UL CUP UNTIL O p DIMPLES Listing is based on NFPA 13 and VdS MOUNTING Approval is based on the CEA 4001. SURFACE IS EJECTION FLUSH WITH SPRING For more information on LPCB and VdS CEILING Approvals, contact Johnson Controls at the following office: a Enschede, Netherlands Telephone:31-53-428-4444 Fax:31-53-428-3377 SOLDER COVER The Series RFII Concealed Pendent TABS(3) COVER PLATE/RETAINER PLATE Sprinklers are only listed and approved ASSEMBLY with the Series RFII Concealed Cover FIGURE 1 Plates having a factory applied finish. MODEL RFII CONCEALED SPRINKLER ® ASSEMBLY • rt Do not use the Series RFII in applica- 'nstaaion Do not attempt to compensate for ll tions where the air pressure above the insufficient adjustment in the Sprinkler ceiling is greater than that below.Down The TYCO Series RFII 5.6 K-factor, by under-or over-tightening the Sprin- drafts through the Sprinkler/Support "Royal Flush II" Concealed Pendent kler/Support Cup Assembly.Re-adjust Cup Assembly can delay sprinkler Sprinklers must be installed in accor- the position of the sprinkler fitting to operation in a fire situation. dance with this section. suit. General Instructions Step 1. Install the sprinkler only in the Operation Do not install any bulb-type sprin- pendent position with the center-line kler if the bulb is cracked or there is of the sprinkler perpendicular to the When exposed to heat from a fire, the mounting surface. Cover Plate, normally soldered to the a loss of liquid from the bulb.With the Retainer at three points, falls away to sprinkler held horizontally, a small air Step 2.Remove the Protective Cap. expose the Sprinkler/Support Cup bubble should be present. The diam- Step 3. With pipe thread sealant Assembly. eter of the air bubble is approximately applied to the pipe threads, hand- 1/16 in. (1,6 mm) for the 155°F (68°C) tighten the sprinkler into the sprinkler The Deflector — supported by the and 3/32 in. (2,4 mm) for the 200°F fitting. Guide Pins — then drops down to its (g3°C)temperature ratings. Step 4. Wrench-tighten the sprinkler operational position. using only the RFII Sprinkler Wrench. A leak-tight 1/2 in. NPT sprinkler joint See Figure h Apply the RFII Sprinkler h. The glass bulb contains a fluid that should be obtained by applying a Wrenc the ppnn her RFII shwn in expands when exposed to heat.When minimum to maximum torque of 7 to the rated temperature is reached, the 14 lb-ft(9,5 to 19,0 N•m). Higher levels Figure 3. fluid expands sufficiently to shatter the of torque can distort the sprinkler Inlet glass bulb,activating the sprinkler and with consequent leakage or impairment allowing water to flow. of the sprinkler. TFP181 Page 3of4 FACE OF CLEARANCE HOLE CLEARANCE SPRINKLER DIAMETER — HOLE FITTING DIMENSION C SPRINKLER SUPPORT CUP ASSEMBLY I 1/2"(12,7 mm) THREADED D ADJUSTMENT FACE OF CEILING, RETAINING RING MOUNTING FIGURE 4 SURFACE DISPOSABLE PROTECTIVE CAP Step 5.Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. See Figure �- L_-_-_ _- -, 4. The Protective Cap helps prevent damage to the Deflector and Arms 3/16"to 11/16" MANUFACTURER DEFLECTOR COVER PLATE during ceiling installation and/or finish. (4,8 to 17,5 mm) PRESET GAP IN DROPPED RETAINER You can also use the Protective Cap to REFERENCE 3/32"(2,4 mm) POSITION ASSEMBLY locate the center of the clearance hole by gently ;pushing the ceiling material COVER PLATE COVER PLATE up against the center point of the Pro- PROFILE DEPTH DIAMETER tective Cap. DIMENSION B DIMENSION A • A:3-1/4 in.(82,6 mm) C:2-3/8 to 2-5/8 in.(60„3 to 66,7 mm) As long as the Protective Cap remains B:3/16 in.(4,8 mm) D:1-3/4 to 2-1/4 in.(44,5 to 57,2 mm) in place,the system is considered "Out of Service". FIGURE Step f. After the ceiling has been SERIES CONCEALED SPRINKLER INSTALLATION DIMENSIONS completed with the 2-1/2 in.(63,5 mm) diameter clearance hole and in prep- aration for installing the Cover Plate/ Retainer Assembly,remove and discard the Protective Cap. Verify that the FRAME Deflector moves up and down freely. ARM If the Sprinkler is damaged and the Deflector does not move up and down SUPPORT freely, replace the entire Sprinkler. CUP Do not attempt to modify or repair a damaged sprinkler. Step 7.When installing an Air and Dust Seal,see Figure 5;otherwise, proceed to Step 8. To attach the Air and Dust 00 Seal, verify the angle of the outside 7/8"(23 mm) edge of the seal is oriented accord- SQUARE ing to Figure 5. Start the edge of the Retainer in the grooved slot of the Air and Dust Seal and continue around the ALIGN ��~� retainer until the entire Air and Dust ARROWS WITH Seal is engaged. FRAME ARMS �\b al Step 8. Screw on the Cover Plate/ F Retainer Assembly until the Retainer, \\\ i shown in Figure 2, or the Air and Dust ACCEPTS ` O 1/2"SOCKET _�� Seal, shown in Figure 5, contacts the DRIVE ceiling.Do not continue to screw on the Cover Plate/Retainer Assembly so that FIGURE 3 it lifts a ceiling panel out of its normal RF1I SPRINKLER WRENCH position. If you cannot engage the Cover Plate/Retainer Assembly with the Support Cup or you cannot engage the Cover Plate/Retainer Assembly suf- ficiently to contact the ceiling,you must reposition the Sprinkler Fitting. TFP181 Page 4of4 SUPPORT SPRINKLER FACE OF _ORIENT Limited CUP CEILING SEAL BEVEL AS Warranty COVER SHOWN PLATE For warranty terms and conditions,visit RETAINER www.tyco-fire.com. ASSEMBLY Ordering AIR Procedure AND DUST Contact your local distributor for LIP OF COVER SEAL availability. When placing an order, RETAINER PLATE indicate the full product name. FIGURE 5 Sprinkler/Support Cup Assembly OPTIONAL AIR AND DUST SEAL FOR SERIES RFII(TY3551) Specify: Series RFII (specify SIN), KT5.6,"Royal Flush Il" Pendent Sprin- care and if they cannot be completely cleaned klers(specify)temperature rating,P/N' by wiping the sprinkler with a cloth or (specify): Maintenance by brushing it with a soft bristle brush. 155°F168°CI 200°F193°CI Care must be exercised to avoid TY3531 51-792-1-155 51-792-1-200 The TYCO Series RFII 5.6 K-factor, damage to the sprinklers - before, TY3551 51-790-1-155 51-790-1-200 "Royal Flush ll" Concealed Pendent during, and after installation. Sprin- Use Sufflx"I"fof ISO 7-1 connection;for example. Sprinklers must be maintained and klers damaged by dropping, striking, 51-792.1-155-1 serviced in accordance with this wrench twist/slippage,or the like,must section. be replaced.Also,replace any sprinkler Separately Ordered Cover Plate/ Before closingfire protection system that has a cracked bulb or that has lost Retainer Assembly: a p y liquid from its bulb Seethe Installation Specify: (temperature rating from . main control valve for maintenance below) Series RFII Concealed Cover work on the fire protection system Section. Plate with(finish), P/N(specify). that it controls, obtain permission to Exercise care to avoid damage to sprin- 139aF(59°C)(a) 165°F(74°C)(b) shut down the affected fire protection klers before, during, and after instal- Grey white system from the proper authorities latton. Replace sprinklers damaged (RAL9002)....56-792-0-135 56-792-0-165 and notify all personnel who may be by dropping, striking, wrench twist- Brushed Brass..56-792-1-135 56-792-1-165 affected by this action. ing, wrench slipping, or the like. Also, Brass.......,,.56-792-2-135 56-792-2-165 replace any sprinkler that has a cracked Pure white(c) Absence of the Cover Plate/Retainer bulb or that has lost liquid from its bulb. Assembly can delay sprinkler opera- q 10)....56-792-3-135 56-792-3-165 See the Installation section. siggnalnal White tion in a fire situation. If you must remove a sprinkler, do not (RAL9003)....56-792-4-135 56-792-4-165 When properly installed, there is a reinstall it or a replacement without .let Black nominal 3/32 in. 2,4 mm air a (RAL9005)....56-792-6-135 56-792-6-165 ( ) gap reinstalling the Cover Plate/Retainer Brushed between the lip of the Cover Plate and Assembly. If a Cover Plate/Retainer Chrome........56-792-6-135 56-792-6-165 the ceiling, as shown in Figure 2. Assembly becomes dislodged during Chrome.,......66-792-9-135 56-792-9-165 This air gap is necessary for proper service, replace it immediately. Custom........56-792-x-135 56-792-x-165 operation of the sprinkler. If the ceiling The owner is responsible for the (a) For use with 155eF(68°C)sprinklers. requires repainting after sprinkler inspection,testing,and maintenance of (b) For use with 200°F(93°C)sprinklers. installation, ensure that the new paint their fire protection system and devices does not seal off any of the air gap. in compliance with this document, as (c) Eastern Hemisphere sales only. Do not pull the Cover Plate relative to well as with the applicable standards Sprinkler Wrench the Enclosure.Separation may result. of the NATIONAL FIRE PROTECTION Specify: RFII Sprinkler Wrench, ASSOCIATION such as NFPA 25, in P/N 56-000-1-075 Sprinklers which are found to be addition to the standards of any other Air and Dust Seal leaking or exhibiting visible signs of authorities having jurisdiction.Contact corrosion must be replaced. the installing contractor or sprinkler Specify:Air and Dust Seal, Automatic sprinklers must never be manufacturer regarding any questions. P/N 56-908-1-001 painted, plated, coated, or other- Automatic sprinkler systems should be wise altered after leaving the factory. inspected,tested,and maintained by a Modified sprinklers must be replaced. qualified Inspection Service in accor- Sprinklers that have been exposed to dance with local requirements and/or corrosive products of combustion,but national code. have not operated,should be replaced 1400 Pennbrook Parkway,Lansdale,PA 194461 Telephone+1-215-362-0700 / 2020Johnson Controls.All rights reserved.All a necincationvand other information shown were currant as of document r.lsbn data and are subject to chumps wIth--moll... JOIInsOn , �c�i NATIONAL FIRE PROTECTION ASSOCIATION and NFPAere repnNreq M1aaemorke al NYU°nel Frte P,°Ieenon A9e°caelbn, Controls TFFLONla crap nxaJ tr edemerN of OPon, �Oo Worldwide www.tyco-fire.com Contacts Series RFII 5.6 K-factor "Royal Flush 11" Concealed Pendent Sprinklers Quick & Standard Response, Standard Coverage General The Series RFII Sprinklers are shipped with a Disposable Protective Cap.The Descri tlon Protective Cap is temporarily removed P during installation and replaced to help The TYCO Series RFII 5.6 K-factor, protect the sprinkler during ceiling o installation r finish.The tipof the Pro- tective Cap can be used to mark the "Royal Flush II" Concealed Pendent Sprinklers Quick Response (3-mm center of the ceiling hole into plaster bulb) and Standard Response (5-mm board or ceiling tiles by gently pushing turbulb), are decorative sprinklers to the ceiling product against the Pro- conceal l thefla cover plate designed to tective Cap. When ceiling installa- conceal the sprinkler.These sprinklers tion is complete, the Protective Cap is are optimal for architecturally sense removed and the Cover Plate/Retainer tive areas such as hotel lobbies,office buildings,churches,and restaurants. Assembly is installed. Each sprinkler includes a Cover Plate/ As an option,the Series RFII Standard Retainer Assembly and a Sprinkler/ Response(5-mm bulb)"Royal Flush II" Concealed Pendent Sprinklers can be Support Cup Assembly. The separa- fitted with a silicone Air and Dust Seal. ble, two-piece assembly design pro- See Figure The Air and Dust Seal Technical vides the following benefits: is intended for sensitive areas where Data • Allows installation of the sprinklers it is desirable to prevent air and dust and pressure testing of the fire pro- from the area above the ceiling to pass Sprinkler Approvals tection system prior to installation of through the cover plate. Approvals apply only to the service a suspended ceiling or application of conditions indicated in the Design Criteria the finish coating to a fixed ceiling. .® section. • Permits the removal of suspended The Series RFiI Concealed Pendent • TY3531 (3 mm Bulb)is UL Listed, ceiling panels for access to building Sprinklers described herein must be C-UL Listed and NYC Approved service equipment without having installed and maintained in compliance (MEA 353-01-E)as Quick Response. to first shut down the fire protection with this document and with the appli- . TY3531 (3 mm Bulb)is VdS Approved system and remove sprinklers. cable standards of the NATIONAL FiRE (Certificate No.G4090007). • Provides for 1/2 in. 12,7 mm of ver- PROTECTION ASSOCIATION (NFPA), • ( ) TY3531 (3 mm Bulb)is FM and tical adjustment to allow a measure in addition to the standards of any LPCB Approved 1 authorities having jurisdiction. Failure dRespo(Ref.No.094a/10)as of flexibility in determining the length to do so may impair the performance Standard Response. of fixed piping to cut for the sprinkler of these devices. Note:FM and LPCB do not approve drops. concealed sprinklers for quick The owner is responsible for maintain- response. ing their fire protection system and devices in proper operating condition. • TY3551 (5 mm Bulb)is UL Listed,C-UL The installing contractor or sprinkler Listed,FM Approved,LPCB Approved manufacturer should be contacted with (Ref.No.094a/9),and NYC Approved any questions. (MEA 353-01-E)as Standard Response. IMPORTANT Approvals for Air and Dust Seal Refer to Technical Data Sheet Sprinkler UL and C-UL Listed for use with the RFII TFP2300 for warnings pertaining to Standard Response Concealed Sprinkler regulatory and health information. Identification (TY3551) Always refer to Technical Data Maximum Working Pressure Sheet TFP700 for the "INSTALLER Number (SIN) Maximum 250 psi(17,3 bar)by UL, WARNING" that provides cautions C-11L,and NYC with respect to handling and instal- TY3531 — 3 mm bulb Maximum 175 psi(12,1 bar)by FM,VdS, lation of sprinkler systems and com- TY3551 — 5 mm bulb and LPCB ponents. Improper handling and Temperature Rating installation can permanently damage 155°F(68°C)Sprinkler with a sprinkler system or its compo- 139T(59°C)Cover Plate nents and cause the sprinkler to fail to operate in a fire situation or cause 200'F(93°C)Sprinkler with it to operate prematurely. 165°F(74°C)Cover Plate Page 1 of 4 AUGUST 2020 TFP181 TFP181 Page 2 of 4 Discharge Coefficient 1/2" NPT SEALING K=5.6 GPM/psi112(80,6 LPM/bar'12) ASSEMBLY Adjustment 1/2 in.(12,7 mm) Finishes FRAME See the Ordering Procedure section. CAP Physical Characteristics Frame ............................Bronze Support Cup...................Plated Steel SUPPORT Guide Pins.................. Stainless Steel CUP WITH I BULB Deflector..........................Bronze ROLL FORMED Compression Screw..................Brass THREADS Bulb...............................Glass Cap..................... I Bronze or Copper Sealing Assembly..Beryllium Nickel w/TEFLON I I COMPRESSION Cover Plate.........................Brass SCREW Retainer............................Brass GUIDE Election Spring.............. Stainless Steel PINS(2) I I Design DEFLECTOR (DROPPED Criteria DEFLECTOR i I i POSITION) The TYCO Series RFII 5.6 K-factor, "Royal Flush ll" Concealed Pendent SPRINKLER/SUPPORT CUP Sprinklers are intended for fire protec- ASSEMBLY tion systems designed in accordance I with the standard installation rules THREAD INTO RETAINER recognized by the applicable Listing SUPPORT WITH THREAD or Approval agency; for example, UL CUP UNTIL CD p DIMPLES Listing is based on NFPA 13 and VdS MOUNTING Approval is based on the CFA 4001. SURFACE IS EJECTION FLUSH WITH SPRING For more information on LPCB and VdS CEILING Approvals, contact Johnson Controls at the following office: a Enschede, Netherlands Telephone:31-53-428-4444 Fax:31-53-428-3377 SOLDER COVER The Series RFII Concealed Pendent TABS(3) COVER PLATE/RETAINER PLATE Sprinklers are only listed and approved ASSEMBLY with the Series RFII Concealed Cover FIGURE 1 Plates having a factory applied finish. MODEL RFII CONCEALED SPRINKLER ® ASSEMBLY Do not use the Series RFII in applica- 'nsfallation Do not attempt to compensate for tions where the air pressure above the insufficient adjustment in the Sprinkler ceiling is greater than that below.Down The TYCO Series RFII 5.6 K-factor, by under-or over-tightening the Sprin- drafts through the Sprinkler/Support "Royal Flush II° Concealed Pendent kler/Support Cup Assembly.Re-adjust Cup Assembly can delay sprinkler Sprinklers must be installed in actor- the position of the sprinkler fitting to operation in a fire situation. dance with this section. suit. General Instructions Step 1. install the sprinkler only in the Operation Do not install any bulb-type sprin- pendent position with the center-line the bulb of the sprinkler perpendicular to the kler if lb is cracked or there is When exposed to heat from a fire, the a loss the liquid from the bulb.With the mounting surface. Cover Plate, normally soldered to the q Step 2. Remove the Protective Cap. Retainer at three points, falls away to sprinkler held horizontally, a small air expose the Sprinkler/Support Cup bubble should be present. The diam- Step 3. With pipe thread sealant Assembly. eter of the air bubble is approximately applied to the pipe threads, hand- 1/16 in. (1,6 mm) for the 155°F (68°C) tighten the sprinkler into the sprinkler The Deflector — supported by the and 3/32 in. (2,4 mm) for the 200°F fitting. Guide Pins — then drops down to its (93°C)temperature ratings. Step 4. Wrench-tighten the sprinkler operational position. using only the RFII Sprinkler Wrench. A leak-tight 1/2 in. NPT sprinkler joint See Figuremy h Apply the RFII Sprinkler h. expands whThe glass enb contains a exposed to heat.When d that should be obtained t applying o Wrenc to the Sprinkler as shwn in P P minimum to maximum torque of 7 to the rated temperature is reached, the 14 lb-ft(9,5 to 19,0 N-ni Higher levels Figure 3. fluid expands sufficiently to shatter the of torque can distort the sprinkler Inlet glass bulb,activating the sprinkler and with consequent leakage or impairment allowing water to flow, of the sprinkler. TFP181 Page 3 of 4 FACE OF CLEARANCE HOLE CLEARANCE SPRINKLER DIAMETER HOLE FITTING DIMENSION C SPRINKLER SUPPORT CUP ASSEMBLY 1/2"(12,7 mm) THREADED D ADJUSTMENT FACE OF CEILING, RETAINING RING MOUNTING FIGURE 4 SURFACE DISPOSABLE PROTECTIVE CAP Step 5.Replace the Protective Cap by pushing it upwards until it bottoms out i against the Support Cup. See Figure L__________J L__� 4. The Protective Cap helps prevent -z_ T ___ V damage to the Deflector and Arms 3/16"to 11/16" MANUFACTURER DEFLECTOR COVER PLATE during ceiling installation and/or finish. (4,8 to 17,5 mm) PRESET GAP IN DROPPED RETAINER You can also use the Protective Cap to REFERENCE 3/32"(2,4 mm) POSITION ASSEMBLY locate the center of the clearance hole by gently pushing the ceiling material COVER PLATE COVER PLATE up against the center point of the Pro- PROFILE DEPTH DIAMETER tective Cap. DIMENSION B DIMENSION A • A:3-1/4 in.(82,6 mm) C:2-3/8 to 2-5/8 in.(60,3 to 66,7 mm) As long as the Protective Cap remains B:3/16 in.(4,8 mm) D:1-3/4 to 2-1/4 in.(44,5 to 57,2 mm) in place, the system is considered "Out of Service". FIGURE Step 6. After the ceiling has been SERIES CONCEALED SPRINKLER INSTALLATION DIMENSIONS completed with the 2-1/2 in.(63,5 mm) diameter clearance hole and in prep- aration for installing the Cover Plate/ Retainer Assembly,remove and discard the Protective Cap. Verify that the FRAME Deflector moves up and down freely. ARM If the Sprinkler is damaged and the Deflector does not move up and down SUPPORT freely, replace the entire Sprinkler. CUP Do not attempt to modify or repair a damaged sprinkler. Step 7.When installing an Air and Dust Seal,see Figure 5;otherwise,proceed to Step 8. To attach the Air and Dust Seal, verify the angle of the outside 7/8"(23 mm) edge of the seal is oriented accord- SQUARE ing to Figure 5. Start the edge of the Retainer in the grooved slot of the Air and Dust Seal and continue around the ALIGN /// �_j L_ \ retainer until the entire Air and Dust ARROWS WITH �// i i Seal is engaged. FRAME ARMS �b Step 8. Screw on the Cover Plate/ F Retainer Assembly until the Retainer, ACCEPTS shown in Figure 2, or the Air and Dust ` � O 1/2"SOCKET �1 r` Seal, shown in Figure 5, contacts the DRIVE ceiling.Do not continue to screw on the Cover Plate/Retainer Assembly so that FIGURE 3 it lifts a ceiling panel out of its normal RFII SPRINKLER WRENCH position. If you cannot engage the Cover Plate/Retainer Assembly with the Support Cup or you cannot engage the Cover Plate/Retainer Assembly suf- ficiently to contact the ceiling,you must reposition the Sprinkler Fitting. TFP181 Page 4of4 SUPPORT SPRINKLER FACE OF ORIENT Limited CUP CEILING SEAL BEVEL AS Warranty COVER 'r SHOWN PLATE For warranty terms and conditions,visit RETAINER www.tyco-fire.com. ASSEMBLY Ordering { AIR Procedure AND DUST Contact your local distributor for LIP OF COVER SEAL availability. When placing an order, RETAINER PLATE indicate the full product name. FIGURE 5 Sprinkler/Support Cup Assembly OPTIONAL AIR AND DUST SEAL FOR SERIES RFII(TY3551) Specify: Series RFII (specify SIN), K=5.6,"Royal Flush II" Pendent Sprin- Care and if they cannot be completely cleaned klers(specify)temperature rating,P/N" by wiping the sprinkler with a cloth or (specify): Maintenance by brushing it with a soft bristle brush. 155°F 168aCl 200°F(93°C) Care must be exercised to avoid TY3531 51-792-1-155 51-792-1-200 The TYCO Series RFII 5.6 K-factor, damage to the sprinklers - before, TY3551 51-790-1-155 51-790-1-200 "Royal Flush Ila Concealed Pendent during, and after installation. Sprin- use Suffix"I"for ISO 7-1 connection;for example, Sprinklers must be maintained and klers damaged by dropping, striking, 51.792-1-155-1 serviced in accordance with this wrench twist/slippage,or the like,must Separately Ordered Cover Plate/ section. be replaced.Also,replace any sprinkler Before closing a fire protection system that has a cracked bulb or that has lost Retainer Assembly: main control valve for maintenance liquid from its bulb.See the Installation Specify: (temperature rating from work on the fire protection system Section. below) Series RFII Concealed Cover p y Plate with(finish), P/N(specify). that it controls, obtain permission to Exercise care to avoid damage to sprin- 139°F(59°c)(a) 165aF(74°10)(b) shut down the affected fire protection klers before, during, and after instal- Grey white system from the proper authorities latton. Replace sprinklers damaged (RAL9002)....56-792-0-135 56-792-0-165 and notify all personnel who may be by dropping, striking, wrench twist- Brushed Brass..56-792-1-135 56-792-1-165 affected by this action. ing, wrench slipping, or the like. Also, Brass..........56-792-2-135 56-792-2-165 replace any sprinkler that has a cracked Pure white(c) Absence of the Cover sprinklPlate/er opera- bulb or that has lost liquid from its bulb. Assembly can delay sprinkler opera- q (RAL9010)....56-792-3-135 56-792-3-165 tion in a fire situation. See the Installation section. Signal White If you must remove a sprinkler, do not (RAL9003)....56-792-4-135 56-792-4-165 When properly installed, there is a Jet Black reinstall it or a replacement without nominal 3/32 in. (2,4 mm) air gap reinstallingthe Cover Plate/Retainer Brushe(RAL9005}....56-792-6-135 56-792-6-165 between the lipof the Cover Plate and Assembly. Chrome Assembl If a Cover Plate/Retainer Chrome........56-792-8-135 56-792-8-165 the ceiling,as shown in Figure 2. Assembly becomes dislodged during Chrome........56-792-9-135 56-792-9-165 This air gap is necessary for proper service, replace it immediately. custom........56-792-x-135 56-792-x-165 operation of the sprinkler. If the ceiling The owner is responsible for the (a) For use with 155°F(68°C)sprinklers. requires repainting after sprinkler inspection,testing,and maintenance of installation, ensure that the new paint their fire protection system and devices {b) For use with 200°F(93°C)sprinklers. does not seal off any of the air gap. in compliance with this document, as (c) Eastern Hemisphere sales only. Do not pull the Cover Plate relative to well as with the applicable standards Sprinkler Wrench the Enclosure.Separation may result. of the NATIONAL FIRE PROTECTION Specify: RFII Sprinkler Wrench, ASSOCIATION such as NFPA 25, in P/N 56-000-1-075 Sprinklers which are found to be addition to the standards of any other leaking or exhibiting visible signs of authorities having jurisdiction.Contact Air and Dust Seal corrosion must be replaced. the installing contractor or sprinkler Specify:Air and Dust Seal, Automatic sprinklers must never be manufacturer regarding any questions. P/N 56-908-1-001 painted, plated, coated, or other- Automatic sprinkler systems should be wise altered after leaving the factory. inspected,tested,and maintained by a Modified sprinklers must be replaced. qualified Inspection Service in accor- Sprinklers that have been exposed to dance with local requirements and/or corrosive products of combustion,but national code. have not operated,should be replaced 1400 Pennhrook Parkway,Lansdale,PA 194461 Telephone+1-215-362-0700 02020Johnson Cantrois.All rights reserved.AO epacl0cetbns end olhsr Information shown werecurrent as of documentrwlsion date and are sublactto change withoutnotica. Johnson NATIONAL TEFLON k Controls VicFle)em Style VS1 Dry Sprinkler �/taU iCr Models V3505, V3506, V3509, V3510, V3517, V3518 10.91 Flex" 1.0 PRODUCT DESCRIPTION Style • Pendent, Concealed Pendent, Horizontal Sidewall K Factor • 5.6/8.1 S.I. For system design purposes, no equivalent length calculations are required. Sprinkler Length • 387965 mm, 50"/1270 mm, 5871475 mm Nominal Orifice Size • rh'Y13 mm Maximum Working Pressure • 175 psi/1200 kPa Factory Hydrostatic Test • 100% 0 500 psi/3450 kPa Minimum Operating Pressure • 7 psi/48 kPa Connections • To branch line(inlet)via 1"/25 mm NPT or 1" BSPT Minimum Bend Radius: • UL: 2"/51 mm • FM: 77178 mm Maximum Number of 90' Bends: • UL:4 • FM: 2 bends for 38",3 bends for 50°,4 bends for 58" Hazard Classifications • Light and Ordinary Hazard NOTE • The VS1 is classified as a dry sprinkler and has no equivalent length. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 10.91 9374 Rev L Updated 11/2020 C 2020 Victaulic company.All rights reserved. 1 i0toullor 1 , victaulic.com 2.0 CERTIFICATION/LISTINGS Co. FM esrrn - Model- Approvaisil-!stings W3505 V3505 V3506 V3506 V3509 V3509 V3510 V3517 V3518 Orifice Size(inches) t 2 1/2 1/2 1/211 1/2 1/2 T/2 /z 1/2 Orifice Size(mm) 13 13 13 13 13 13 13 13 13 Nominal K Factor Imperial 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 Nominal K Factor S.I. 8.1 8.1 8.1 8.1 8.1 8.1 8.1 8.1 8.1 Res om Standard Standard Quick Quick Standard Standard Quick Standard Quick' Hor.SW, Cane.Pend. Deflector Type Pendent Recessed Pendent Recessed Hor.SW Rec.Hor.SW Recessed Hor. Conc.Pend. w/Clean Sidewall Iroom gaske Approved Temperature F°/C* Ratin _ _ 135/57 135/57 135/57 135/57 135157 135/57 135/57 - 135/57 155/68 155/68 155/69 _155/68 155/68 155/68 155/68 - 155/68 FM _175/79 175/79 175179 175/79 175/79 175/79 175/79 - 175/79 200/93 200/93 200/93 200/93 200/93 200/93 200/93 - 200/93 286/141 - - - 286/141 - - - - 135/57 135/57 135/57 135/57 135/57 135157 135/57 135/57 135/57 155168 155/68 155/68 155/b8 155/68 155/68 155/68 155/68 1 155/68 UL 1 175/79 175/79 175179 175/79 175179 175/79 175/79 175179 175179 200/93 200/93 200/93 200193 20D/93 200/93 200/93 200/93 2D0/93 2861141 1 286/141 286/141 286/141 28b/141 - 286/141 - - Model V3518 is a Standard Response FM sprinkler. 3.0 MATERIAL SPECIFICATIONS Deflector: Brass Bulb: Glass with glycerin solution Bulb Nominal Diameter: ❑ Quick Response: 3.0 mm ❑ Standard Response: 5.0 mm Split Spacers: Stainless steel Load Screw: Brass Pip Cap: Stainless steel Spring Seal Assembly: PTFE tape coated beryllium nickel and stainless steel Frame: Brass Flexible Hose: Stainless steel Collar/Weld Fitting: Stainless steel Gasket Seal:Victaulic EPDM Isolation Ring: Nylon Hose Fittings: Carbon steel, zinc-plated Inlet Fitting: Brass Outer Tube: Stainless steel Concealed Cup: Carbon steel, zinc-plated Brackets: Carbon steel, zinc-plated 3.1 ACCESSORIES SPECIFICATIONS Sprinkler Finishes: ❑ Standard: VC-250 ❑ White painted RAL 9010 10.91 9374 Rev L Updated 11/2020 C 2020 Vietaulic company.All rights reserved. victaulic.com 2 XA-0taLAiicr victaulic.com 4.0 DIMENSIONS Product Details and Optional Components Style VS1 Dry Sprinkler 8 C D t Overall Outlet Length Live End Maximum Sprinkler {pendent) Length Length OD Length L B C D Inches inches inches inches inches mm mm mm mm mm 38 39.2 25.1 6.5 2.2 965 995 638 165 56 50 51.2 37.1 6.5 2.2 1270 1300 943 165 1 56 58 59.2 45.1 63 2.2 1475 1505 1 1145 165 56 NOTE • Add W to Overall Length and Outlet End Length for increased length of sidewall deflector Style VB1 Bracket 2.7"1 r-68.6 mm 2-25"/ 25.4 mm 57.2 mm 0 2.2"/ Q 54.6 mm' � 4x01"/ 5.1 mm 3.67 92.1 mm "Note:Theoretical center point of sprinkler in bracket, 10.91 9374 Rev L Updated 11/2020 C 2020 Victaulic Company.All rights reserved. victaulic.com 3 �ctaUli;c' victaulic.com 4.0 DIMENSIONS (CONTINUED) Style VB2 Bracket Style VB3 Bracket Recessed Pendent, Suspended Ceilings Concealed Pendent, Suspended Ceilings Item Description Item Description 1 24"1610mm or48"/1220mm Square Bar 1 24"/610mm or 071220mm Square Bar 2 Patented 1-Bee Center Bracket 2 Patented 1-Bee Center Bracket 3 End Bracket 3 End Bracket 3 3 Style VB4 Bracket Sleeve and Skirt Pendent, Suspended Ceilings Item Description 1 24"/610mm or 48"/T220mm Square Bar 2 Center Bracket 3 End Bracket 1 3 10.91 9374 Rev L Updated 11/2020 ®2020 Victaulic Company.All rights reserved. victauiic.corn 4 ✓c>tauhc' victaulic.Com 4.1 DIMENSIONS Sprinkler Finishes: Dimensions and Mounting Conditions NOTE • Drawings are shown with W finished ceiling thickness.Adjustments to T"and'C"dimensions will he required if finished ceiling thickness deviate from drawing. Recessed Pendent: R 25 mm • O i A Collar 2IK"/ `p g 70 mm j D sle^1 16 mm Finished ceiling face 1725 mm Min. Escutcheon 1 W144 mm Max. 21As"175 mm Clearance Chart inches Dimension mm "R"Minimum Bend Radius 2 7 50 175 "A"Minimum Required Installation Space 7 125/a 193 320 'B"Mounting Screw Hole Location 4% 119 Ceiling Hole Diameter"D" 2-2 Ya 50-60 NOTE . Dimensions are shown with W escutcheon at middle of height adjustment range. 10.91 9374 Rev L Updated 1112020 ®2020 Victaulic Company.All rights reserved. victaulic.com 5 Jctaul�c° victaulic.com 4.2 DIMENSIONS Recessed Pendent Alternative Bracket Location jMin- 23/i"/ j70 mm . A 25 mmCollar B 16mm Finished ceiling face 1725 mEscutcheon 1 N"/44 mm Max. 2'3'w"/75 mm Clearance Chart inches Dimension mm "R'Minimum Bend Radius 2 7 50 175 "A"Minimum Required Installation Space 7 ', 125�s 193 320 .- 2 "B"Mounting Screw Hole Location 50 L Ceiling Hole Diameter V' 2-2Y0 50-6 NOTE • Dimensions are shown with YV escutcheon at middle of height adjustment range. 10.91 9374 Rev L Updated 11/2020 0 2020 Victaulo Company.All rights reserved. victaulic.corn 6 �CtaU,iIn victaulic.com 4.3 DIMENSIONS Sleeve and Skirt Pendent 23A'/ 70 mm IV R 25 mm A a � 15 mm Skirt Finished Sleeve ceiling fate 21k'/64 mm Min. 47102 mm Max. 3'/ni'/B2 mm Clearance Chart Inches Dimension mm "R"Minimum Bend Radius 2 7 so 175 "A"Minimum Required Installation Space 6r/2 111/2 163 290 W Mounting Screw Hole Location 3% 79 Ceiling Hole Diameter"D" 1 -21/e 44—54 4.4 DIMENSIONS Concealed Pendent 1^/ jR � O A 2 1!i"/ 70 mm 3 D $47 Cup 16 mm Ceiling cover plate with'A" Finished total adjustment.Shown at 3 V."/83 mm ceiling face mid-range of adjustment. �j. Clearance Chart Inches Dimension mm "R"Minimum Bend Radius 2 7 50 175 "A"Minimum Required Installation Space 91/2 14/2 241 369 "B"Mounting Screw Hole Location 61/, 157 Ceiling Hole Diameter"D" 2%-23ti 67-70 10.91 9374 Rev L Updated 11/2020 C 2020 Victaulic Company.All rights reserved. victaulic.com 7 �t�lul�c' victaulic.com 4.5 DIMENSIONS Concealed Pendent Alternative Bracket Location R 2 3A"/ 70 mm 1"1 25 mm A D 5!e"/ 6 Cup 16 mm Ceiling cover plate with/a' Finished total adjustment.Shown at-777„ ceiling face mid-range ofadjustment, 3 7A/83mm Clearance Chart inches Dimension mm "R"Minimum Bend Radius 2 7 So 175 "A"Minimum Required Installation Space 9Y" 14'/8 231 358 'B"Mounting Screw Hole Location 3V: 89 Ceiling Hole Diameter"D' 2 5/e-2 3/" 67-70 4.6 DIMENSIONS Sleeve and Skirt Sidewall A B 3WI79 mm Min. 25 OW. 3'14798 mm Max. R Skirt Sleeve - 3'fn"/82 mm 2.70'7 69 mm I W/44 Exterior wall 2'h'/64 mm Max.Dia. siding Hole In wall 3/""/16 mm (Siding thickness) Clearance Chart inches Dimension mm "It"Minimum Send Radius 250 175 "A"Minimum Required Installation Space 6 r/2 11 3h 163 290 "B"Mounting Screw Hole Location 3 Vs 79 Ceiling Hole Diameter"D' 1 3/4-2 A 44-54 10.91 9374 Rev L Updated 1112020 ®2020 Victaulic Company.All rights reserved. victaulic.com 8 ✓ctaulrc` victaulic.com 4.7 DIMENSIONS Recessed Sidewall �A _ 1'�i/40mmMin- B N6759 mm Max. 42"/51mm m m 2,70"/ 69 mm C ollar2'i�w'/59 mmcutcheon Dia. I Exterior wall 2!6"/60 mm Max.Dia. siding Hole in wall 'Y/16 mm (Siding thickness) C - Clearance Chart inches Dimension mm "R"Minimum Bend Radius 2 7 50 175 "A"Minimum Required Installation Space 203 330 "B"Mounting Screw Hole Location 4% 119 Ceiling Hole Diameter"D" 2-2% 51-60 4.8 DIMENSIONS Recessed Sidewall Alternative Bracket Location - _- A.� lens"!40 mm Min. 1"/25 mm B ;V.759 mm Max. R1+ Collar 2%'/59 mm 2 70"/ Escutcheon 69 mm Exterior wall 2"/51 mm Mon.Dia. 2%'/60 mm Max.Dia. siding Hole in wall 'A*/16 mm (Siding thickness) Clearance Chart inches Dimension mm "R"Minimum Bend Radius 2 7 so 175 "A'Minimum Required Installation Space 203 330 - --- _ 51 "B"Mounting Screw Hole Location 2 Ceiling Hole Diameter"D" 2-2% 51-60 10.91 9374 Rev L Updated 11/2020 ®2020 Victaulic Company.All rights reserved. victaulic.com 9cta u l c victaulic.com 4.9 DIMENSIONS VB2 Recessed Pendent B A See Chart Bracket Assembly StyleV82 /58 mm II II I I I I sJe"/16 mm Typical r Iff ff Goil ngrile Finished 1.7'/43 mm ceiling Face Typical telling grid See note Ceiling escutcheon with tF"/19 mm total adjustment. Shown at maximum recess 24'1610 mm or 48Y1219 mm on Center Recessed Pendent Clearance Chart inches Dimension mm 'R'Minimum Bend Radius 2 7 50 175 W Minimum Required Installation Space 6e/2 11/' 163 290 NOTE • Victaulic Vic-Flex Style VB2 Bracket assemblies shall be used only with Style VS1 recessed pendent sprinklers. 4.10 DIMENSIONS VB3 Concealed Pendent A Bracket Assembly See Chart Style V83 I I 1 3.0776mm II II II I{ 5/8'/16mm r I I ITypicalcellin I the II 1I 1.1"/43 mm Finished Typical ce1ing grid note ceiling face Ceiling escutcheon with W/65 mm total adjustment 247610 mm or 48'/1219 mm on Center Concealed Pendent Clearance Chart Inches Dimension mm "R'Minimum Bend Radius 2 7 5o 175 "A"Minimum Required Installation Space 7% 121/a 193 320 NOTE • Victaulic VicFlexStyle VB3 Bracket assemblies shall be used only with Style VS1 concealed pendent sprinklers. 10.91 9374 Rev L Updated 11/2020 0 2020 Victaulic Company.All rights reserved. victaulic.com 10 Actta U,Ifa victaulic.com 4.11 DIMENSIONS V134 Sleeve and Skirt Pendent Bracket Assembly Min.1%744mm Style VB4 Max.2'h"/64 mm A Hole in ceiling R, See Char 3"/76 min n I I 1.7/43 mm t~f {{ Typical II it ceiling grid 1 See note✓ Skirt 1/1715.9 mm Sleeve Typical Finished ceiling rile Ceiling Face 82 mm 247610 mm or 4871219 min on Center Sleeve and Skirt Pendent Clearance Chart Bend Radius Inches inches mm mm "R"Minimum Bend Radius 2 7 51 178 "A"Minimum Required Installation Space 5 10 127 254 NOTE • Victaulic Vicf7exStyle VB2 Bracket assemblies shall be used only with Style VS1 recessed pendent sprinklers. 10.91 9374 Rev L Updated 1112020 ®2020 Victaulic Company.All rights reserved. victaulic.com 11 Ctaulicr victaulic.com 5.0 PERFORMANCE Freeze Protection lHeated heated pace Unheated Y SpaceF.—f Flnl"9 fiHeated Space Exteriorior Ambient Temperature Exposed Minimum Barrel Length"Y" Exposed to Discharge inches End of Sprinkler mm -- .0 40"F/4°C 50'F/10°C 60°F/16°C 40 0 0 0 4 0 0 0 30 0 0 0 1 0 0 0 20 4 0 -- 0 --- -7 100 0 0 10 8 1 0 -12 200 25 0 0 12 3 0 -18 300 75 0 -10 14 4 1 -23 350 100 25 -20 14 6 3 -29 350 150 75 -30 16 8 4 -34 400 200 100 -40 18 8 4 -40 450 200 100 -50 20 10 6 -46 Soo 250 150 -60 20 10 6 -51 Soo 250 150 NOTE • Exposed minimum barrel lengths are inclusive up to 30-mph/48-kph wind velocities. Maximum Allowable Number of Bends Sprinkler Length Maximum Allowable Number of 90'Bends at Maximum Allowable Number of 90°Bends at inches 2"/51mm Bend Radius for LIL Listing 7"/178mm Bend Radius for FM Approval mm 38 4 2 965 50 4 3 1270 _ 58 4 4 1475 — ---— 10.91 9374 Rev L Updated 11/2020 Q 2020 Victaulic Company-All rights reserved- victaulic.corn 12 Ac-t ulic victaulic.com 6.0 NOTIFICATIONS A, WARNING Read and understand all instructions before attempting to install any Victaulic products. • Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. • Wear safety glasses, hardhat, and foot protection. • These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equiva- lent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical dam- age, etc. • The installer shall understand the use of this product and why it was specified for the particular application. • The installer shall understand common industry safety standards and potential consequences of improper product installation. A WARNING • It is the responsibility of the system designer to verify suitability of 300-series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. • The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300-series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. • It is the responsibility of the owner of a building or their authorized agent to provide the sprinkler system installer with any knowledge that the water supply might be contaminated with or conducive to the development of microbiologically influenced corrosion (MIC), including as required by NFPA 13. Failure to identify adverse water quality issues may affect the VicFlex product and void the manufacturer's warranty. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. DO NOT paint, coat, or firestop the outlet/inlet portion of the Style VS1 Dry Sprinkler. Braided hose and fitting portions of the Style VS1 Dry Sprinkler may be painted or coated, provided that the paint or coating is compatible with stainless steel material. This includes penetration through firestop-filled annular space of a firewall. The firestop material in direct contact with the flexible braided hose will not impede functionality of the Style VS1 Dry Sprinkler, provided that the components are installed in accordance with Victaulic's installation instructions. 10.91 9374 Rev L Updated 11/2020 0 2020 Victaulic Company.All rights reserved. victaulic.com 13 �Cira V l C victaulic.com 6.0 NOTIFICATIONS (CONTINUED) Important Installation Notes: 1. Shall be installed only in accordance with NFPA 13 Standard for the the Installation of Sprinkler Systems and applicable FM Data Sheets. 2. Install and tighten swivel hex nut at inlet of sprinkler fitting only. 3. Do not remove deflector or Inlet end of sprinkler. Inks iaminuous 6awnwsN abpa hilel Continuous uownwa.d Slops i tlsNod SpK. unheated Space Osnlet skmd apace unM W 4— ACCEPTABLE anl., ACCEPTABLE I I Init Law pant Low R"t space un sww Mee i UMlxtod Outlet i i I UNACCEPTABLE ouuw UNACCEPTABLE 10.91 9374 Rev L Updated 11/2020 ®2020 Victaulic Company.All rights reserved. victaulic.com 14 ✓ctaullc' victaulic.com 6.0 NOTIFICATIONS (CONTINUED) FOR DRY SYSTEMS ONLY: • The Style VS1 Dry Sprinkler's inlet shall be installed only into the outlet of a fitting(excluding elbows) or welded outlet that meets the dimensional requirements of ANSI B16.3 and ANSI B16.4, Class 125 and Class 150. Use a sample fitting to confirm proper engagement and to verify that there is no interference between the sprinkler and the fitting. Style VS1 Dry Sprinklers in an unheated space shall be installed with a continuous downward slope along its entire length from the branch line fitting to the sprinkler. No localized low points shall be present along the length of the Style VS1 Dry Sprinkler. Style VS1 Dry Sprinklers in an unheated space are not permitted to be installed into the top of the branch line piping. Style VS1 Dry Sprinklers shall be installed into the side or from the bottom of the branch line piping. In a heated space, if a portion of the Style VS1 Dry Sprinkler is installed from the top of a branch line and then extends into an unheated space, it shall be installed with a continuous downward slope along the entire length from the inside wall to the outlet of the sprinkler. No localized low points shall be present along the length of the sprinkler in the unheated space. Refer to the drawing below. Downward Slope I I a V � I m a S I t c 7 I I Inlet I I I Outlet FOR WET SYSTEMS ONLY: • DO NOT install Victaulic® VicFlexTm Style VS1 Dry Sprinklers into any threaded elbow, threaded-by-thread coupling, or fitting that interferes with thread penetration. The inlet of the Victaulic® VicFlexTm Style VS1 Dry Sprinkler SHALL NOT bottom out in the fitting. Use a sample fitting to confirm proper engagement. • To ensure unobstructed flow during operation, the Victaulic®VicFlexTM Style VS1 Dry Sprinkler shall be installed into a fitting that will prevent water and debris from accumulating at the dry sprinkler's inlet. • Verify that the exposed minimum barrel length in the heated space is measured and maintained in accordance with the table on page 1. In a heated space, if a portion of the Style VS1 Dry Sprinkler extends into an unheated space, it shall be installed with a continuous downward slope along the entire length from the inside wall to the outlet end of the dry sprinkler. No localized low points shall be present along the length of the sprinkler in the unheated space. Refer to the drawing above. 10.91 9374 Rev L Updated 11/2020 ®2020 Victaulic Company.All rights reserved. ylctaullc.com 15 -I.Ataulle victaulic.com 7.0 REFERENCE MATERIALS ONE BEND TWO BENDS I I � I y Minimum I` 'x Zx htmimum Mnlmum Mlrrlmum I bend radius bend radius I be radius bend radrus I I I I ` ` ----`------- -- OR OR Minimum bend radius Mininwrn Minimum lxnr!radius turd radius i Minimum ` bend radius —1 bend radus NOTE For out-of-plane(three-dimensional)bends,care must be taken to avoid imparting torsional stress on the sprinkler. 10.91 9374 Rev L Updated 11/2020 ®2020 Uictaulic Company.All rights reserved. victaulic.com 16 XActaulid v BuLc m ZO REFERENCE MATERIALS - - ) \CL \ \ \ \ / \ \ i } mSm � - \ /EJ--L \ z a \ 0 \ \ _ \ ` ` � _ . » _ ƒ & � ƒ � ± K cy .0 1j \ \ m 9 2N. g 2 2 in u \ E \2 co 3 c > / o \® ƒ \\ \ \ L e E C � ] / \ � 7 E - � � , \ ± � .p } E e ( - { ) E u } j Am , 7a4Rev r Updated oA2 c22no¥mm,Company.4 rightsreserved. we&c:m 22ou&� victaulic.com 7.0 REFERENCE MATERIALS (CONTINUED) 29.01:VictaUIIC Terms and C ndittons of Sale I_t(SFj"�Z(y I, Victaulic(ID VicF6exr^"Style VSl Dry Sprinkler Installation Instructions User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications,All products Victaulic products for a particular end-use application,in accordance with industry to be installed In accordance with current Victaulic Installation/assembly instructions. standards and project specifications,and the applicable building codes and related Victaulic reserves the right to change product specifications,designs and standard regulations as well as Victaulic performance,maintenance,safety,and warning equipment without notice and without incurring obligations. instructions.Nothing in this or any other document,nor any verbal recommendation, Installation advice,or opinion from any Victaulic employee,shall be deemed to alter,vary,supersede. Reference should always he made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale,installation Instructions of the product you are Installing.Handbooks are included with each shipment guide,or this disclaimer. of Victaulic products,providing complete Installation and assembly data,and are available Intellectual Property Rights in PDF format on our website at www,victaulic.com. No statement contained herein concerning a possible or suggested use of any material. Warranty product,service,or design is intended,or should he constructed,to grant any license Refer to the Warranty section of the current Price List or contact Victaullc for detai under any patent or other intellectual property right of Victaulic or any of its subsidaries or affiliates covering such use or design,or as a recommendation for the use of such Trademarks material,product,service,or design in the infringement of any patent or other intellectual Victi and all other Victaulic marks are the trademarks or registered trademarks of property right.The terms"Patented"of"Patent Pending"refer to design or utility patents Victaulic Company,and/or its affiliated entities.In the U.S.and/or other countries, or patent applications for articles and/or methods of use in the United States and/or other countries. 10.91 9374 Rev L Updated 11/2D20 ®2020 Victaulic Company.All rights reserved. victaulic.com 18 ✓ctai tc Worldwide www.tyco-fire.com Contacts Models BB, SD, HIP, and AP Specific Application Sprinklers For Protecting Attics General The Specific Application Attic Sprin- klers are the first sprinklers to be: Descr►ption • Listed for extended coverage in com- ` '� bustible construction The TYCO Models Back Back Dual . Full-scale fire tested in both wet and Directional(BB),Single Directional(SD), dry system scenarios HIP,and Attic Plus(AP)Specific Appli- cation Attic Sprinklers for Protecting • Full-scale tested for use in wood Attics are fire sprinklers for combus- truss construction tible and non-combustible sloped attic e Listed for specific roof slopes (Ref. spaces. Table A) While Models BB, SD, and HIP are The Specific Application Attic Sprin- specific application attic sprinklers, klers provide cost control with the the Model AP is a specific application best level of protection by eliminat- combustible concealed-space sprin- " + kler with specific application criteria ing the need for additional sprinklers for use with Models BB, SD, and HIP and branchline piping. In many cases, in attic spaces. an attic can be entirely protected with -� just one line of piping located below the Specific Application Attic Sprinklers peak of the roof using Model BB Sprin- provide superior fire protection in attic klers. If Model SD Sprinklers or Model spaces. When compared to Stan- HIP Sprinklers are needed, one tine of dard Spray Sprinklers, cost savings either at each area being covered is are achieved by eliminating branchline sufficient. materials and the associated installa- For example, while using Standard tion labor. Spray Sprinklers, a system in a 60 ft Specific Application Attic Sprinklers for (18,3 m) wide attic with up to a 12:12 tk Protecting Attics have undergone the roof pitch designed to NFPA 13, could most extensive fire testing ever per- require seven branchlines to cover the formed for sloped attic spaces. They main portion of the attic and several '"?LL ; are UL Listed with their specific appli- additional branchlines to cover the hip cation guidelines for use as special areas. With Specific Application Attic sprinklers as defined by the NATIONAL Sprinklers, the required coverage can FIRE PROTECTION ASSOCIATION be obtained with just one branchline (NFPA). running below the peak and one down Specific Application Attic Sprinklers each slope of the hip beam.This would result in approximately 90% provide an extended coverage spacing less pipe alternative to the restricted spacing of needed for installation. Thiss reduction Standard Spray Sprinklers. in the number of branchlines saves the e cost of the pipe,fittings, hangers, and associated labor by eliminating up to IMPORTANT five branchlines. Refer to Technical Data Sheet Another important aspect of the Spe- ..:. _ TFP'2300 for warnings pertaining to cific Application Attic Sprinkler technol- regulatory and health information. ogy,which also allows for cost savings, Always refer to Technical Data is the reduction in system volume.This Sheet TFI'700 for the "INSTALLER volume reduction may result in reduc- ing the size of a dry pipe valve and air WARNING" that provides cautions with respect to handling and instal- compressor, and possibly allows for lation ofsprinklersystems and com- quicker water delivery times, eliminat- ponents. Improper handling and ing the need for an accelerator. installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 28 AUGUST 2018 TFP610 TFP610 Page 2 of 28 Components: Components: 1 - Frame 4 - Bulb 1 - Body 5- Compression 8- Deflector 2- Button 5- Compression 2- Cap Screw 9- Rivet 3- Sealing Screw 3- Sealing 6- Lever 10- Diffuser Assembly 6- Deflector Assembly 7- Deflector 11 - Link 4- Saddle Frame Assembly 2-1/4" 1-5/8" (572 mm) ~(41,3 mm)~ 1-9/16" 2-1/4" 1-1/81, 13/161, ~(39,7 mm) (57,2 mm) (28,6 mm) (20,6 mm)� 10 11 9 1-1/8" 6 8 - FLOW FLOW '' 4 5 ~ 2-1/8" 7 FLOW FLOW 1 2 (54,0 mm) r 2-112" 3 THREAD (63.5 mm) RELIEF 1 \ FRAME 1/2"(12,7 mm) 3/4"NPT ARMS NOMINAL MAKE-IN WRENCH FRAME 5 CROSS FLATS ARMS 1 2 3 4 7/16° WRfEN(CH fPT 112" SECTION ELEVATION (11,1 mm) NOMINAL CROSS MAKE-IN SECTION ELEVATION FIGURE A FIGURE B MODELS BBI, BB2,AND BB3 WITH 8.0 K-FACTOR MODELS BB1, BB2,AND BB3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS SPECIFIC APPLICATION ATTIC SPRINKLERS Components: Components: 1 - Frame 4- Bulb 1 Body 5- Compression 8- Deflector 2- Button 5- Compression 2 Cap Screw 9- Rivet 3- Sealing Screw 3- Sealing 6- Lever 10- Link Assembly 6- Deflector Assembly 7 Deflector Assembly 4- Saddle Frame 2-1/4" 1-518" ~(57,2 mm) —(41,3 mm) 1-5/16" 2-1/8" 13116" _ �r(28,6 mm) (20,6 mm) 1-5/16"r (33,3 mm} mm)� g (33A mm) 67 T(54,0 9 2-1/8" FLOW mm) 10 D 7 � FRAMEF qq ARMS 6 3„ (76,2 mm) 7/16"(11,1 mm) 1/2"NPT 5 NOMINAL WRENCH FRAME MAKE-IN FLATS ARMS CROSS 4 c` SECTION ELEVATION \\ 3 2 1 7/16'°(11,1 mm) WRENCH 1/2" NOMINAL HEX NPT CROSS MAKE-IN SECTION ELEVATION FIGURE C FIGURE D MODELS BBi, BB2,AND BB3 WITH 4.2 K-FACTOR MODELS SDI, SD2,AND SD3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS SPECIFIC APPLICATION ATTIC SPRINKLERS TFP610 Page 3 of 28 Components: Components: 1 - Frame 4- Bulb 1 Frame 5- Compression 2- Button 5- Compression 2 Sealing Screw 3- Sealing Screw Assembly 6- Deflector Assembly 6- Deflector 3- Button 7- Ejection 2-1/8" 2° 4- Bulb Spring (54,0 mm) (50,8 mm) 1-11/16" 1-1/16" 1-1/4" (42,9 mm) (27,0 mm) (31,8 mm) 6 5kF RINKLER f RAME FLOW 4, ARMS 2-1/4" 4 5 6 (57,2 mm) 1 2-1/8" 7 2 (5410 mm) 3 3 THREAD RENCH2FLATS RELIEF 1 1/2"NPT 7/16"(11,1 mm) 1/2"NPT 7/16"(11,1 mm) NOMINAL WRENCH FRAME NOMINAL MAKE-IN MAKE IN FLATS ARMS CROSS CROSS SECTION ELEVATION SECTION ELEVATION FIGURE E FIGURE F MODEL HIP WITH 5.6 K-FACTOR MODEL AP WITH 4.2 OR 5.6 K-FACTOR SPECIFIC SPECIFIC APPLICATION ATTIC SPRINKLERS APPLICATION COMBUSTIBLE CONCEALED SPACE SPRINKLERS Another cost reduction is the Listing of There are three different models that HIP Sprinkler BLAZEMASTER CPVC for use in attic account for different roof slopes: BB1, The Model HIP Specific Application spaces to feed the wet system Specific BB2,and B133.Each model is provided Attic Sprinkler, as seen in Figure E, Application Attic Sprinklers for Protect- in one of three different orifice sizes: covers the area of the hip in the attic. ing Attics, as well as to feed the wet K=42,5,6,or 8.0. This is a slightly different concept than system sprinklers below the ceiling. SD Sprinkler(Single Directional) the BB Model or SD Model Sprinklers. Traditionally, BLAZEMASTER CPVC The Model SD Specific Application The HIP Sprinkler is located along has been used on the lower floors in Attic Sprinkler, as seen in Figure D, the slope running down the hip, and the joist space above a ceiling that throws a narrow but long pattern like throws a 90°pattern toward the outside do not require sprinklers. The cost of the Model BB. However, unlike the eaves.This pattern allows the water to using CPVC on those floors can now Model BB, the Model SD only throws "corner"and control the fire. be translated to the upper floor even if in one direction. sprinklers are required in the attic. The HIP does not throw much water There are four models of the Specific Model BB Sprinklers are primarily used directly up or down the hip,but rather it Application Attic Sprinklers used for where shear walls or draft curtains have throws most of the pattern out to each protecting attics: BB,SD, HIP,and AP. been installed within an attic space. side (90°) down the slope of the roof. The Model BB and Model SD Sprinklers Model BB Sprinklers are also used This sprinkler is typically spaced 6 ft have three separate versions used for when the framing direction is parallel (1,8 m) to 3 ft (0,9 m) on center down different roof pitches. The pitches, as with the outside wall in the hip area. the slope. applicable,can vary from a minimum of For more information, refer to Figure To use the HIP Sprinkler, the framing 3:12 to a maximum of 12:12. For more 13.In this case,the SD Model Sprinkler must be perpendicular to the outside information,refer to Table A. would be used on one side of the slope wall (refer to Figure 12) and the and AP Sprinklers or Standard Spray maximum throw cannot exceed 28 ft BB Sprinkler Sprinklers would be used to protect the (8,5 m)measured horizontally.The HIP, (Back to Back Dual Directional) other side. unlike the BB Model and SD Model, is The Model BB Specific Application The Model SD Sprinklers must be installed with the deflector parallel with Attic Sprinkler, as seen in Figure A, installed in a vertical upright orientation the slope.There is only one model with B and C, throws a narrow and long and not angled with the slope.Achiev- flows and pressures for two different pattern. The narrow spacing along ing the vertical upright orientation may spacings. the ridge serves two purposes: the require the use of a swing joint if the response time is reduced by placing SD Sprinklers are being fed from a line the sprinklers no farther than 6 ft running along and parallel to the roof (1,8 m) apart, and the spray can be concentrated in the throw direction to hlp' obtain a pattern that will cover up to There are three different models that 30 ft (9,1 m) in each direction when account for different roof slopes: SDI, measured horizontally. SD2,and S133. TFP610 Page 4 of 28 AP Sprinkler(Attic Plus) Technical Operation The AP Specific Application Attic Sprin- kler are to be installed in the upright Data orientation with their deflector parallel Da BB(K=8.0 and 4.2),HIP(K=5.6)and to the roof. The Model AP Sprinklers, AP(5.6 and 4.2) as seen in Figure F, are intended to Approvals The glass bulb contains a fluid that be used to provide protection of attic UL and C-UL Listed expands when exposed to heat.When areas outside the scope of applica- These Approvals only apply to the service the rated temperature is reached, the tions for the BB,SD,or HIP Sprinklers. conditions indicated In the Design Criteria fluid expands sufficiently to shatter the The AP Sprinklers must only be used in section on Page 6 and the Design Guidelines glass bulb, allowing the sprinkler to conjunction with other Specific Appli- section on Page S. activate and water to flow. cation Attic Sprinklers (BB, SD, and Pipe Thread Connection BB(K=5.6)and SD(K=5.6) HIP),or as permitted in other sections 1/2 inch NPT for K=4.2 and 5.6 The fusible link assembly is comprised of this document. The AP Sprinklers of two link halves which are joined by will provide a hydraulic advantage over 3/4 inch NPT for K=8.0 a thin layer of solder. When the rated Standard Spray Sprinklers for the pro- Discharge Coefficient temperature is reached, the solder tection of attic areas outside the scope K=4.2 GPM/psi",(60,5 LPM/bar") melts and the two link halves separate, of application for the BB Model, SD K= 5.6 GPM/psi",(80,6 LPM/bary,) allowing the sprinkler to activate and Model,or HIP Model Sprinklers. K= 8.0 GPM/psi!(115,5 LPM/bar"°) water to flow. Temperature Rating FITORM Intermediate Temperature as follows: The Specific Application Attic Sprin- —200*F(93°C)for BB(K4.2 and K8.0), klers for Protecting Attics described HIP,AP herein must be installed and maintained _212'F(100'C)for BB(K5.6),SD in compliance with this document, as well as with the applicable standards Finish of NFPA,in addition to the standards of Natural Brass any other authorities having jurisdiction. Physical Characteristics Failure to do so may impair the perfor- (Figures A,C and E) mance of these devices. Frame ............................Bronze The owner is responsible for main- Button.....................Bronze/Copper tainin their fire protection system Sealing Assem..........Beryllium Nickel w/TEFLON '�' p y Bulb.....................Glass(3 mm dia.) and devices in proper operating con- Link.............................MONEL dition. Contact the installing contrac- Compression Screw..................Brass for or product manufacturer with any Deflector....................Brass/Bronze questions. Physical Characteristics (Figures B and D) Sprinkler Body .... .......... ..............Brass Cap........... ..... . ..........Bronze Sealing Assembly..Beryllium Nickel w/TEFLON Identification Saddle.............................Brass Link Assembly...................... Nickel Number (SIN) Compression Screw.......... .......Brass Deflector. .....................Brass/Bronze TY4180* BB1 K=8.0 Lever.....................Bronze Deflector Frame ............................Bronze TY4181* BB2 K=8.0 Diffuser............................Brass TY4182* BB3 K=8.0 Rivet ..............................Brass TY3180* 1311311 K=5.6 Physical Characteristics TY3181* B132 K=5.6 (Figure F) TY3182* BB3 K=5.6 Frame .............................Brass TY2180 BBl K=4.2 Button........................ ...Bronze Sealing Assembly..Beryllium Nickel w/TEFLON TY2181 BB2 K=4.2 Bulb.....................Glass(3 mm dia.) TY2182 BB3 K=4.2 Compression Screw..................Brass TY3183* SD1 K=5.6 Deflector..........................Bronze TY3184* SD2 K=5.6 TY3185* SD3 K=5.6 TY3187* HIP K=5.6 TY3190 APK=5.6 TY2190 APK=4.2 *The"TY"prefix is a re-designation of the previous "C" prefix. For example, TY4180 is a re-designation for C4180. TFP610 Page 5 of 28 Installation The TYCO Specific Application Attic WRENCH Sprinklers for Protecting Attics must FLATS be installed in accordance with this section. ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH Do not install any bulb-type sprinkler JAW FLANGES if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- FIGURE G WRENCH kler held horizontally,a small air bubble DO NOT GRASP DEFLECTOR 7"A"ONLY ND JAW FLANGE should be present.The diameter of the ED air bubble is approximately 1116 inch (1,6 mm)for the 155°F(68°C)and 3132 FIGURE K inch(2,4 mm)for the 200°F(93°C)tem- WRENCH W-TYPE 20 perature ratings. FLArsIV SPRINKLER WRENCH For Use with A leak-tight 112 inch NPT sprinkler joint HIP(K=5.6)Sprinklers should be obtained by applying a min- _�t ? ENGAGE imam-to-maximum torque of 7 to 14 SPRINKLER lb-ft(9,5 to 19,0 N•m). Higher levels of THREAD RELIEF torque can distort the sprinkler inlet WITH WRENCH WRENCH with consequent leakage or impairment JAW FLANGES HEX \ of the sprinkler. WRENCH \ To install the Specific Application Attic 7"A"ONLY D JAW FLANGE APPLY f Sprinklers,complete the following: D / WRENCH TO WRENCH Step 1. Sprinklers must be oriented HEX ONLY correct) as follows: FIGURE H Y W-TYPE 3 SPRINKLER WRENCH ra� ADJUST • Model BB Sprinklers are to be FOR USE WITH WRENCH JAW installed in the upright vertical osi- BB K=8.0 SPRINKLERS' TO FIT WRENCH tion with the fl arrows on the ( ) HEX deflector pointing down the two opposing slopes. • Model SD Sprinklers are to be WRENCH FIGURE L installed in the upright vertical posi- FLATS ADJUSTABLE WRENCH MIT For Use with BB(K=5.6)and tion with the flow direction arrow SO(K=5.6)Sprinklers on the deflector pointing down the 9 ENGAGE slope. SPRINKLER • The Model HIP Sprinklers are to be THREAD RELIEF WRENCH installed with the deflector at the top, %END LANGES the sprinkler centerline perpendicular FRENCH to the ridge of the hip roof, and the WRENCH FLATS flow direction arrows on the deflec- UJAw FLANGE for pointing down the two oppos- M /� ENGAGE ing slopes.Unlike the Model BB and "A"ONLY �J SPRINKLER Model SD,the Model HIP is installed FIGURE J %END AD RELIEF angled so that its deflector is aral- WRENCH g P W-TYPE 6 SPRINKLER WRENCH JAWFLANGES lel with the slope of the hip ridge line. For Use with 88(K=4.2)Sprinklers WRENCH • The Model AP Sprinklers are to be UJAW FLANGE installed in the upright position with M the deflector parallel to the roof Step 2. With pipe thread sealant "A"ONLY slope. There are no flow arrows on applied to the pipe threads, hand the deflector to consider;however,a tighten the sprinkler into the sprinkler FIGURE M W-TYPE 6 SPRINKLER WRENCH good piping practice is to position all fitting. For Use with the Model AP Sprinklers so that their Note: With reference to Figure G, do AP(K=4.2 and 5.6)Sprinklers frame arms are in the same direction. not grasp the sprinkler by the deflector. Step 3. Wrench-tighten the sprin- kler using only the wrenches shown in Figures H through M. Wrenches are only to be applied to the sprin- kler wrench flats or wrench hex, as applicable. TFP61O Page 6 of 28 DeSin BB,SD, HIP,or AP Minimum Use of UL Listed BLAZEMASTER g Distance to AP Sprinklers or CPVC Piping with Specific Criteria Standard Spray Sprinklers Application Attic Sprinklers for As measured along the peak/ridge Protecting Attics(Wet Systems Area of Use direction,6 ft(1,8 m)from BB,SD,and Only) The TYCO Specific Application Attic HIP to Standard Spray Sprinklers. For BLAZEMASTER CPVC piping may Sprinklers are designed for use in more information, refer to Figure 4. be used in a combustible concealed roof structures and combustible and As measured along the peak/ridge attic space requiring sprinklers when non-combustible sloped attic spaces, direction, 7 ft(2,1 m)from AP to Stan- installed in accordance with the follow- including wood joist/rafters and wood dard Spray Sprinklers. For more infor- ing guidelines: trussed attics with a ceiling below. mation, refer to Figure 4. Note. Where the use of non-com- System Type for In the slope direction,26 ft(7,9 m)from bustible insulation is specified, verify BB,SD, HIP,or AP Sprinklers BB or HIP Sprinklers to AP Sprinklers with the insulation manufacturer as to Wet using CPVC pipe or Standard Spray Sprinklers.For more the non-combustibility of the insula- Wet or dry using steel pipe information, refer to Figure 6. tion. The non-combustible insulation BB,SD,or HIP Deflector Installation (fiberglass)may be faced or unfaced. Note.Use of the 4.2 K sprinklers in dry Where faced, the facing need not be pipe systems is permitted by NFPA 13 Position Below Peak/Ridge or Deck non-combustible. The insulation is to where piping is corrosion resistant or For roof pitches of 4:12(33%)to 12:12 have a flame spread index of not more internally galvanized. (100%), 22 in. (558,8 mm) maximum than 25. and 16 in. (406,4 mm) minimum. For Hazard more information,refer to Figure 2 and Verify chemical compatibility of the Light Hazard. 5, insulation with BLAZEMASTER CPVC BB,SD,or HIP Allowable Roof Span For roof pitches of 3:12 (25%) up to by consulting www.lubrizoLcom. (Coverage)and Roof Pitch 4:12 (33%), (only 4.2K Model BB), BLAZEMASTER CPVC may be used Refer to Table A for allowable roof 12 in. (304,8 mm)maximum below the to feed the wet system ceiling sprin- spans and roof pitches, and for the peak and a minimum of 1 in.(25,4 mm) klers on the floor below.There must associated minimum sprinkler flows below the bottom of the top chord or be 6 in.(152,4 mm)of non-combus- and pressures. Figures 1, 2, 11 and 12 solid wood rafter. tible insulation covering the horizon- illustrate where the roof span is to be tal or vertical pipe extending 12 in. measured. AP Deflector Position and (304,8 mm) on each side away from Roof Pitch the centerline of the pipe. Refer to Coverage Beyond BB,SD or HIP 1 to 3 in. (25,4 to 75,6 mm) below the Figures 9A, 98, and 9C. The area Allowable Roof Spans bottom of the top chord or bottom of above the pipe must be protected Up to 10 It (3,1 m) of coverage at the solid wood rafter, where the roof pitch by BB,SD,HIP,or AP Sprinklers.For eave(s) beyond the allowable roof is 3:12 to 12:12 and the top chord or more information,refer to Figure 9A. spans for BB, SD, or HIP Sprinklers solid wood rafter is a nominal 12 in. If the pipe is located inside the ceil- may be obtained by using a single row (600 mm)or less. ing joist, the joist channel must be of AP Sprinklers,For more information,refer to Figure 14A, 148 covered or filled with 6 in.(152,4 mm,and 15. BB or SD Deflector Installation of non-combustible insulation on top Position Above Scissor Truss BB,SD, HIP,or AP Minimum 18 in. (457,2 mm) minimum. For more of the pipe and the area above must Distance Between Sprinklers information, refer to Figure 5. be protected by BB, SD, HIP, or AP 4 ft (1,2 m) as measured along the Sprinklers. For more information, branchline for BB and SD. For more BB,SD,or HIP Minimum Distance refer to Figure 98.Insulation is for fire information, refer to Figure 3. Away from Trusses protection purposes. It is not freeze Attic Sprinklers must be installed protection. BLAZEMASTER CPVC 3 ft A9 m) as measured along the 6 in. (152,4 mm)away from the face of must be installed in accordance with branchline for HIP. For more informa- trusses. For more information, refer to the BLAZEMASTER installation guide tion, refer to Figure 12. Figure 7. instructions. 7 ft(2,1 m)between AP Sprinklers. SD Distance from Shear Wall or • With reference to Figure 19, BLAZE- BB,SD, HIP,or AP Maximum Draft Curtain MASTER CPVC may be used Distance Between Sprinklers 4 to 6 in.(101,6 to 152,4 mm)from face, exposed to feed wet system BB,SD, 6 ft(1,8 m)on center along the branch- and a minimum of 8 in. (203,2 mm) or HIP Sprinklers where: line for BB,SD,and HIP. For more infor- above the bottom of the draft curtain. Risers are vertical and protected mation, refer to Figure 3 and 12. For more information,refer to Figure 2. by BB,SD,or HIP Sprinklers locat- For AP, the maximum spacing is Draft Curtains ed at a maximum Lateral distance 10 It(3,1 m)perpendicular to slope and Draft curtains installed to permit the of 12 in. (304,8 mm)from the riser 12 ft (3,6 m) parallel to slope. When installation of Attic Sprinklers shall be centerline. there is more than one row of AP Sprin- constructed so as to not allow heat klers,the sprinklers must be staggered to escape through or above the draft y mounted HIP Sprinklers are di- rec as seen in Figure 20-B-3. curtain.The draft curtain may be con- structed of 1/2 in(12,7 mm) plywood. BB, SD, or HIP Sprinklers are on BB or HIP Maximum Distance from arm-overs and located at a max- imum lateral distance of 6 in. the Center Line of the Ridge (152,4 mm) from the branchline 6 in. (152,4 mm) with the deflector centerline. located 16 to 22 in.(406,4 mm to 558,8 mm)from the peak.For more informa- • BB, SD, or HIP Sprinklers are on tion,refer to Figure 8. vertical sprigs attached to the branchline. TFP610 Page 7 of 28 DRY PIPE ALLOWABLE SYSTEM ROOF SPAN, MINIMUM MINIMUM PITCH, MAXIMUM WATER MODEL K SIN (a)(b)(e) GPMFLOW, P ESSURE,psi(bar) Rise Over Run(%) DELIVERY Feet(m) TIME, Seconds 13131 8.0 TY4180 s60(18,3) 38(144) 22.6(1,5) 4:12(33)to less than 7:12(58) (c) BB2 8.0 TY4181 560(18,3) 38(144) 22.6(1,5) 7:12(58)to less than 10:12(83) (c) 13133 8.0 TY4182 560(18,3) 40(152) 25.0(1,7) 10:12(83)to 12:12(100) (c) BB1 5.6 TY3180 >40(12,2)to<60(18,3) 38(144) 46.0(3,2) 4:12(33)to less than 7:12(58) (c) B132 5.6 TY3181 >40(12,2)to 60(18,3) 38(144) 46.0(3,2) 7:12(58)to less than 10:12(83) (c) 13133 5,6 TY3182 >40(12,2)to 60(18,3) 38(144) 46.0(3,2) 10:12(83)to 12:12(100) (c) B81 5.6 TY3180 s40(12,2) 25(95) 20.0(1,4) 4:12(33)to less than 7:12(58) (c) 13132 5.6 TY3181 540(12,2) 25(95) 20.0(1,4) 7:12(58)to less than 10:12(83) (c) 13133 5.6 TY3182 <40(12,2) 25(95) 20.0(1,4) 10:12(83)to 12:12(100) (c) BB1 4.2 TY2180 s20(6,1) 13(49) 9.6(0,7) 3:12(25)to less than 7:12(58) 45(d) 13132 4.2 TY2181 520(6,1) 13(49) 9.6(Q7} 7:12(58)to less than 10:12(83) 45(d) 13133 4.2 TY2182 s20(6,1) 13(49) 9.6(0,7) 10:12(83)to 12:12(100) 45(d) SDI 5.6 TY3183 >30(9,1)to c40(12,2) 35(132) 39.0(2,7) 4:12(33)to less than 7:12(58) (c) SD2 5.6 TY3184 >30(9,1)to s40(12,2) 35(132) 39.0(2,7) 7:12(58)to less than 10:12(83) (c) SD3 5.6 TY3185 >30(9,1)to 540(12,2) 35(132) 39.0(2,7) 10:12(83)to 12:12(100) (c) SDI 5.6 TY3183 >10(3,0)to s30(9,1) 25(95) 20.0(1,4) 4:12(33)to less than 7:12(58) (c) SD2 5.6 TY3184 >10(3,0)to 530(9,1) 25(95) 20.0(1,4) 7:12(58)to less than 10:12(83) (c) SD3 5.6 TY3185 >10(3,0)to 530(9,1) 25(95) 20.0(1,4) 10:12(83)to 12:12(100) (c) SDI 5.6 TY3183 <10(3,0) 19(72) 11.5(0,8) 4:12(33)to less than 7:12(58) (c) SD2 5.6 TY3184 <10(3,0) 19(72) 11.5(0,8) 7:12(58)to less than 10:12(83) (c) SD3 5.6 TY3185 <10(3,0) 19(72) 11.5(0,8) 10:12(83)to 12:12(100) (c) HIP 5.6 TY3187 >20(6,1)to 528(8,5) 34(129) 36.9(2,5) 4:12(33)to 12:12(100) (c) HIP 5.6 TY3187 s20(6,1) 25(95) 20.0(1,4) 4:12(33)to 12:12(100) (c) AP 5.6 TY3190 10(3,1)x 12(3,6) Minimum 7 psi(0,48 bar) 3:12(25)to 12:12(100) 60(d) -See note( Minimum 0.10 gpm/ft AP 4.2 TY2190 (4,1 mm/min.)Design Density 3:12(25)to 12:12(100) 60(d) NOTES a. The 88 and SD roof span is measured horizontally(not along the slope)as shown in Figure 1 and Figure 2. b. The HIP root span is measured horizontally as shown in Figure 2. c. Refer to NFPA 13. d. Maximum water delivery time for all system sizes. e. The AP roof span is measured along the slope.Maximum 10 ft(3,m)perpendicular to slope by maximum 12 ft(3,6 m)parallel to slope. TABLE A ALLOWABLE ROOF SPAN, FLOW, PRESSURE,AND PITCH FOR SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS TF061O Page 8 of 28 • BB, SD, or HIP Sprinklers are on Hydraulic Requirements n Deli arm-over or angled sprigs,and lo- Refer to Figure 20. g cated at a maximum lateral dis- Determine the Correct Flow and Guidelines tance of 6 in. (152,4 mm) from the branchline centerline. Pressure For BB, SD, or HIP Sprinklers, deter- To design a project with the TYCO Spe- • A minimum lateral distance of mine the roof span(measured horizon- cific Application Attic Sprinklers, use 18 in. (450 mm) is maintained be- tally)and the slope of the roof,and then these steps as a guideline: tween the CPVC pipe and a heat refer to Table A.There is no interpola- . Determine if single, dual directional producing device such as heat tion of the flow and pressure shown. or hip sprinkler is needed. pumps, fan motors, and heat Round all cases to the next higher lamps. spacing. For example, a 45 ft (13,7 m) • Determine the roof slope is between • BLAZEMASTER CPVC may be used span with the BB1 (K=8.0) would be 3:12 to 12:12, If more than one slope exposed to provide wet system,ver- calculated at the 60 feet(18,3 m)span. is being used on a project,select the tical or angled, sprigs to AP Sprin- For the AP Sprinklers, the minimum correct sprinkler for each area. klers (refer to Figures 17A and 17B) design pressure is 7 psi, and • Follow the guidelines for each type where: the minimum design density is of sprinkler. • The exposed portion of an angled 0.10 gpm/ft2 (4,1 mm/min). The NFPA . Calculate the sprinkler system in sprig is a maximum length of 3 ft 13, 20 psi(1,4 bar)minimum operating accordance with the appropriate flow (0,9 m),the sprig is supported ad- pressure for Standard Spray Sprinkler and pressure information provided in jacent to the AP Sprinkler,and ver- spacings parallel to the ridge that are Table A, as well as Figure 20.There tical restraint is provided using the above 8 ft(2,4 m)does not apply to the is no interpolation of the flows and CPVC hanger support for horizon- AP. pressures shown on the chart. tal pipe runs. Coverage Area For BB Sprinklers • Vertical sprigs have a maximum Coverage area for the BB Sprinklers (Back to Back Dual Directional) exposed length of 10 ft (3,05 m), is determined by twice the distance . Verify the framing direction is per- the AP Sprinkler is located at a of the furthest throw measured along pendicular to the outside wall (refer maximum lateral distance of 12 in. the slope multiplied by the distance to Figure 12). If not, cover that area (3304,8 mm)from the sprig center- along the branchline.The maximum with AP Sprinklers or Standard Spray line, and the sprig is supported at distance along branchline is 6 ft Sprinklers(refer Figure 13). the swing joint to the AP Sprinkler. (1,8 m)regardless of the length of the throw. Determine the throw needed, For • A minimum 6 in. (152,4 mm) deep Note: The distance along the branch- more information, see the spac- of non-combustible insulation ex- sine : have toe reduced r less Ing requirements in Table A. If over tending 12 in. (304,8 mm)on each y 20 ft(6,1 m)and up to 60 fit(18,3 m) side away from the centerline of than the maximum of 6 ft (1,8 m) to is required, use the 8.0 K-factor, BB the CPVC branchline feeding the remain under 400ft2(37,2m2)maximum Sprinklers to reduce the pressure AP sprigs (refer to Figure 17A). If depending on the slope and the span. required.If pressure is not a concern, the CPVC branchline is located in- In no case can the span exceed 60 ft use the 5.6 K-factor,BB Sprinklers to side the ceiling joist,the joist chan- (18,3 m) without additional Standard minimize over discharge. nel must be covered or filled with a Spray Sprinklers. minimum of 6 in. (152,4 mm)deep • Coverage area for the SD (Single ' u less than 20 ft to m) c required, of noncombustible insulation on Directional)Sprinklers is the distance use the 4.2 nal tK-fao minimize Back to Back top of the branchline feeding the along the branchline multiplied by Dual Directional to minimize pressure and flow requirements. AP sprigs(refer to Figure 17B). In- the distance of the throw down the sulation is for fire protection pur- slope. Regardless of the throw, the Determine the distance along the poses. It is not freeze protection. maximum distance along the branch- slope. If the distance is not equal, Additional depth of non-combusti- line is 6 ft (1,8 m), the maximum use the longer side. Multiply the lon- ble insulation may be added to re- throw measured horizontally is 40 ft ger side by two to determine the duce the exposed length of the AP (12,2 m),and the maximum coverage spacing down the slope. Four hun- sprigs. per sprinkler is 400 ft2(37,2 m2). dred divided by this value will deter- • A minimum lateral distance of Coverage area for the HIP Sprinklers mine the maximum spacing along the ridge. The maximum distance 18 in. (450 mm) is maintained be- is the distance down the larger slope is 6 ft (1,8 m). For example, a 12:12 tween the CPVC pipe and a heat multiplied by two, and multiplied by slope at the maximum span of 60 ft producing device such as heat the distance between the sprinklers (18,3 m) will produce a slope length pumps, fan motors, and heat as measured along the slope of the of approximately 42.5 ft (13,0 m). lamps. hip. That number multiplied by two pro- Mismatched Slopes Coverage area for the AP(Attic Plus) duces an 85 ft (25,9 m) throw. A Refer to Figure 10. Sprinklers is the distance along the 400 ft2 maximum divided by an Obstructions branchline multiplied by the distance 85 ft (25,9 m) throw only allows a For BB,SD,and HIP, refer to Figure 16. between the branchlines. The max- 4 ft 8 in. (1,4 m) spacing along the For AP Sprinklers, refer to Figure 18. imum spacing is 10 ft (3,1 m) per- ridge. Using the maximum spacing, BB, SD, HIP, and AP Sprinklers may pendicular to the slope and 12 ft space the sprinklers along the ridge. be installed directly on maximum 2-1/2 (3,6 m)parallel to slope,and as mea- Avoid obstructions as shown in Fig- inch NPS (DN65) branch lines without more than one row of AP Sprinklers, ure 16. If necessary, add Model AP the need for sprigs. See NFPA 13 for must be staggered per klers the sprinklers Sprinklers or Standard Spray Sprin- requirements when installed on pipe Figure 2 klers The maximum spperac- klers to maintain coverage around greater than 2-1/2 inch NPS(DN65). obstructions. ing per sprinkler is 120 ft2(11,1 m2). TFP61O Page 9 of 28 For SD Sprinklers Care and Limited (Single Directional) • Determine the throw needed, Maintenance Warranty • As the 400 ft2(37,2 m2)is not a factor with the SD Sprinklers,the maximum The TYCO Specific Application Attic For warranty terms and conditions,visit spacing is 6 ft(1,8 m) and the mini- Sprinklers for Protecting Attics must www.tyco-fire.com. mum is 4 ft(1,2 m). For more infor- be maintained and serviced in accor- mation,refer to Figures 2 and 11.The dance with this section. ordering reason 400 ft2 is not an issue with Before closing a fire protection system the single directional is because, at main control valve for maintenance Procedure its maximum spacing,6 ft(1,8 m)on ,,,pork on the fire protection system center/covering 40 ft (12,2 m)flat/ that it controls, obtain permission to Contact your local distributor for avail- a 12:12 slope/and the throw being shut down the affected fire rotec- ability.When placing an order,indicate 56.5 ft(17,2 m),the 400 ft2(37,2 m2) tion system from the proper authorities the full product name and Part Number maximum would not be exceeded. and notify all personnel who may be (P/N). • Avoid obstructions as shown in Fig- affected by this action. Sprinkler Assemblies with ure 16, If necessary, add Model AP The owner is responsible for the NPT Thread Connections Sprinklers or Standard Spray Sprin- inspection,testing,and maintenance of Specify: Model (specify), K-factor klers to maintain coverage around their fire protection system and devices (specify),SIN(specify),Specific Appli- obstructions. in compliance with this document, as cation Attic Sprinkler, P/N(specify): For HIP Sprinklers well as with the applicable standards of BB1 (K=8.0), • Verify framing direction is perpendic- the NFPA,such as NFPA 25.In addition TY4180......................51-623-1-200 ular to outside wall (refer to Figure to the standards of any other authori- 1382(K=8.0), 12). If not, cover that area with AP ties having jurisdiction. Contact the TY4181 ......................51-621-1-200 Sprinklers or Standard Spray Sprin- installing contractor or product manu- 1383(K=8.0),. klers(refer to Figure 13). facturer with any questions. TY4182......................51-622-1-200 • From the intersection of the top of Automatic sprinkler systems should be B81 (K=5.6), the hip and the ridge, the maximum inspected,tested,and maintained by a TY3180......................50-601-1-212 distance down the slope of the hip is qualified Inspection Service in actor- B62(K=5.6), 3 ft(0,9 m), Start the layout with the dance with local requirements and/or TY3181......................50-602-1-212 firsts sprinkler as close to that point as national code. BY3(K=5,$), P P TY3182......................5D-6D3-1-212 possible,but no further,while staying Sprinklers that are found to be leaking 6 in. (152,4 mm)away from the face or exhibiting visible signs of corrosion Y2(K=4.2), T of the trusses. Remember the slope must be replaced. Y218o......................50-620-1-2oD of the hip is not equal to the slope BY2 81...), of the roof from the ridge to the out- painted, sprinklers must never be TY2181......................50-621-1-200 side wall. Continue to space s rin- painted, plated, coated, or otherwise BB3(K=4.2), p altered after leaving the factory. Modi- TY2182......................50-622-1-200 klers down the hip at a maximum of fied sprinklers must be replaced. 6 ft (1,8 m) on center as measured p sot(K=s.6), along the slope of the hip.When the Over-heated solder type sprinklers TY3183......................50-fill-1-212 bottom of the hip is encountered,the must be replaced. Bulb-type sprin- soz(K=Ss), TY3184......................5o 612-1 212 last sprinkler must be within 7-1/2 ft klers that have been exposed to cor- S133 2,3 m of the outside wall as mea- rosive products of combustion, but TY3(K=s.6), ( ) p TY3185......................50-613-1-212 sured flat (plan view). If this pipe is have not operated,should be replaced "cut to fit', remember to account for if they cannot be completely cleaned HIP(K=5.6), the different slopes of the hip and the by wiping the sprinkler with a cloth or TY3187......................51-620-1-200 roof, as well as distances measured by brushing it with a soft bristle brush. AP(K=5.6), along the slope verses horizontal in TY3190......................50-625-1-200 plan view must be accounted for. Care must be exercised to avoid AP(K=a.2), damage to the sprinklers before, TY2190......................50-624-1-200 * Avoid obstructions as shown in Fig- during, and after installation. Sprin- ure 16. If necessary, add Model AP klers damaged by dropping, striking, Sprinkler Wrench Sprinklers or Standard Spray Sprin- wrench twist/slippage,or the like,must Specify: W-Type 3 Sprinkler Wrench, klers to maintain coverage around be replaced.Also,replace any sprinkler P/N 56-895-1-001 obstructions. that has a cracked bulb or that has lest liquid from its bulb. For more informa- Specify: W-Type 20 Sprinkler Wrench, tion, refer to the Installation Section. P/N 56-000-1-106 Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 TF0610 Page 10 of 28 ROOF SPAN 6"(152,4 mm)MAX. ROOF SPAN (COVERAGE) 4"(101.6 mm)MIN. (COVERAGE) FROM WALL DECK SEE FIG.11 AP or STANDARD BACK TO BACK SPRAY SPRINKLER SPRINKLER STANDARD SINGLE DIRECTIONAL TRUSS SCISSOR / SPRINKLERS 12 TRUSS \ SEE 4 12 22"(558,8 mm)MAX. FIG.11 n 16"(406,4 mm)MIN. i BOTTOM OF SHEATHING DRAFT CURTAIN 8"MIN. FULL WALL TO DECK TO DECK (203,2 mm) FIGURE 1 FIGURE 2 6'-0"(1,83 m)MAXIMUM _ _ T-0"(2,1 m)MIN.FOR AP SPRINKLERS 4'-0"(1,22 m)MINIMUM 6'-0"(1,8 m)MINIMUM FOR STANDARD SPRAY SPRINKLERS BB or SD ATTIC I \ I I AP or-77 11 STANDARD I ATTIC I I I SPRINKLERS I RIDGE I SPRAY SPRINKLER I SPRINKLER " RIDGE II II II II II II „ II II II II II !I II II II II II II II it II II I I II II II II II 11 II II BRANCH II II II II II BRANCH II II 11 II II LINE I I II II II LINE II II II II I I II II II II II TRUSS CEILING I I I TRUSS I I I CEILING II II II II II II II II II II II II II II / II II II II II , II FIGURE 3 FIGURE 4 22"(558,8 mm)MAX. BB.SD or HIP ATTIC BB,SD or HIP 16"(406,4 mm)MIN. SPRINKLER ATTIC -or- STANDARD SPRINKLER FOR A ROOF PITCH J—/�\ TRUSS 18"MIN. LESS THAN 4:12(33%) (457,2 mm) 26'-0"(7,92 m) / AP or 12"(304,8 mm)MAXIMUM MINIMUM \ STANDARD BELOW PEAK AND 1" SPRAY (25,4 mm)MINIMUM / SPRINKLERS BELOW BOTTOM OF TOP CHORD OR ^ RAFTER SCISSOR TRUSS FIGURE 5 FIGURE 6 6"(152,4 mm) 6"(152,4 mm) MINIMUM MAXIMUM BB or HIP ATTIC BB,SD or HIP I tl � SPRINKLER SPRINKLER I tl RIDGE II II II I! II I I I I 22"(558,8 mm)MAX. I I I I 16"(406A mm)MIN. I I I BRANCH I BOTTOM OF SHEATHING II II LINE II II II II II II TRUSS I I I CEILING I I II II II II II II II II II / II FIGURE 7 FIGURE 8 TFP610 Page 11 of 28 2"MIN�—{�12"MIN. SINGLE DIRECTIONAL ATTIC (304,8 mm) (�a (304,8 mm) SPRINKLERS AS SPRINKLER APPROPRIATE FOR PROTECTED RESPECTIVE SLOPE SPACE 6"MIN. (152,4 mm) DRAFT CURTAIN 8"MIN. (SHOWN) (203,2 mm) OR FULL WALL /// / TO ROOF DECK CEILING NON-COMBUSTIBLE JOIST INSULATION FOR FIRE PROTECTION OF CPVC CPVC PIPE CEILING PIPE,NOT FREEZE &FITTINGS SPRINKLER PROTECTION ZA WHEN ANGLE"A"DOES FIGURE 9A NOT EQUAL ANGLE"S" FIGURE 10 PERMITTED USE OF ATTIC SPRINKLERS FOR MISMATCHED SLOPES NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED AP or STANDARD OPTION A / OPTION B SPACE SPRAY SPRINKLER COVERAGE ON SLOPE wylyw / BB,SD or HIP COVERAGE ON HORIZONTAL A6"MIN. (152,4 mm) ) CPVC PIPE CEILING JOIST &FITTINGS SPRINKLER CEILING FIGURE 9B I NON-COMBUSTIBLE INSULATION ATTIC / G ROOF JOIST FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER CEILING OR TOP CHORD NOT FREEZE PROTECTION PROTECTED JOIST SPACE AP or STANDARD VERTICAL SPRAY SPRINKLER RISE COVERAGE ON SLOPE BB,SD HIP COVERAGG E ON 6"MIN. HORIZONTAL (152,4 mm) MAXIMUM 2"(50 mm)VENT PERMITTED CEILING JOIST TOP INSULATION CEILING ELEVATION CPVC PIPE CHANGE &FITTINGS i CEILING FIGURE 9C , NON-COMBUSTIBLE ROOF JOIST INSULATION OR TOP CHORD FIGURE 9 NON-COMBUSTIBLE INSULATION FIGURE 11 FOR THE PROTECTION OF CPVC PIPE COVERAGE STARTING POINT AT SAVE TFP610 Page 12 of 28 T-6"(2,3 m)MAX.HORIZONTAL SEE FIG.11 I I I I I I I I I I I I I HIP SPRINKLERS BACK I l l l t l l l l l l l PROTECT AREA ON -- E l l d l l l l l l l TO BACK FIGURE 12 BOTH SIDES OF ———— I I I I I I I I SPRINKLERS HIP ROOF INSTALLATION HIP RIDGE I I I I I I I d l l l l l l WITH RAFTERS FRAMED RAFTERS IN HIP SLOPE ------- PERPENDICULAR TO ___HIP-- ! !I AREA PERPENDICULAR ROOF___ OUTSIDE WALL TO OUTSIDE WALL 7 f LOPE (SHOWN WITH HIP __ ---- I I I SPRINKLERS PROTECTING -------- 11 1 1 1 HIP SLOPE AND ADJACENT OUTSIDE ----- i i � i i � i i i RIDGE LINE AREAS TO HIP SLOPE) MAXIMUM WALL 28'-0"(8,5 m) HORIZONTAL HIP I I I I I I I RIDGES I I I I I I I I I I I I I I I I I I I l i l l l l SEE FIG.11 6-0"(1,6 m)MAX. T-0"(0,9 m) T-0"(0,9 m)MIN. MAX.ON ON HIP SLOPE HIP SLOPE FIGURE 13A 6-0"(1,8 m)MAX. 6'-0"(1,8 m)MAX. HIP ROOF INSTALLATION WITH TRUSSES FRAMED STANDARD SPRAY 17-7 7' PARALLEL TO OUTSIDE WALL SPRINKLERS INSTALLED I I I ! I I I I I I I d 1 1 € 1 9 1 1 1 1 1 1 (SHOWN WITH STANDARD PER NFPA 13 IN HIP SLOPE I I 1 I I t I I I I I i I BACK SPRAY OR AP SPRINKLERS AREA WHEN TRUSSES TO BACK I d l 1 1 1 l I I I ARE FRAMED PARALLEL I I l l l l l l l SPRINKLERS IN HIP SLOPE) TO OUTSIDE WALL 11 1 € I 1 1 1 1 1 1 1 I I I I d l l l l l i I. I TRUSSES IN HIP SLOPE AREA HIP i I I 11 1 1 I WHERE AN AREA PARALLEL TO OUTSIDE WALL I I I I I (SHOWN NON—SHADED) I SLOPE ROOF IS PROTECTED I i l 1 1 SLOPE k l i 1 1 1 d l l l l l I WITH AP SPRINKLERS, CPVC MAY BE OUTSIDE WALL I I d * 1 1 1 1 t 1 1 1 1 1 USED FOR CEILING MAXIMUM V I I i 1 1 I i i l RIDGE LINE PROTECTION BELOW 40—0"(122 m) SINGLE I I d i i T-0"(0,9 m) HORIZONTAL DIRECTIONAL (SEE PAGE 6) ROOF SPAN SPRINKLERS 4 I I 1 I I I I I I I MAX.ON (COVERAGE) II \I I I i i t I I IJ I HIP SLOPE HIP RIDGES T-0"(0,9 m) MAX.ON CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP SLOPE FOR CEILING PROTECTION BELOW(SEE PAGE 6) STANDARD SPRAY —6'-0"(1,8 m)MAX. SPRINKLERS INSTALLED 7-7-7 PER NFPA 13 IN HIP SLOPE ♦♦ I I i i l d AREA WHEN TRUSSES I T I I I I I 3 1 I € BACK ARE FRAMED PARALLEL I I 1 1 1 1 ➢ I I € TO OUTSIDE WALL 1 1 1 1 1 1 1 1 1 € TO BACK I I I ICI 1 1 1 1 9 1 11 SPRINKLERS FIGURE 13B VROOF TRUSSES IN HIP SLOPE AREA I l l r I I l l l d f lHIP ROOF INSTALLATION WITH TRUSSES FRAMED PARALLEL TO OUTSIDEISLOPEI i d l l PARALLEL TO OUTSIDE WALL OUTSIDE WALL d` r I I I SLOPE (SHOWN WITH STANDARD SPRAY OR AP SPRINKLERS 1N 1 1 1 1 1 I I I I I I I I 1 WHERE AN AREA I I I f I l I l l 1 d I I I HIP SLOPE AND ADJACENT (SHOWN NON—SHADED) I I I I ! RIDGE LINE AREAS TO HIP SLOPE) IS PROTECTED I� 1 WITH AP SPRINKLERS, ! I I CPVC MAY BE I I I I I I USED FOR CEILING I d 1 1 t 1 I I I I I I I I I I PROTECTION BELOW (SEE PAGE 6) CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP RIDGES FOR CEILING PROTECTION BELOW(SEE PAGE 6) TFP610 Page 13 of 28 Attic Spaces Greater Than 60 ft(18,3m)up to 80 fit(24,4m)Wide,(refer to Figures 14 and 15). Only 8.0 K, BB Sprinklers in conjunction with AP Sprinklers or Standard Spray Sprinklers can be used to protect attics up to 80 ft(24,4 m)wide. NOTES: • Attics over 80 ft(24,4 m)wide must use Standard Spray Sprinklers throughout because Attic Sprinklers have not been tested in this scenario. • For single ridge construction(refer to Figure 14A and 14B), use 8.01K, BB Sprinklers to protect the center portion.AP Sprinklers(refer to Figure 14A)or Standard Spray Sprinklers (refer to Figure 14B)are then used to protect up to 10 ft (3,1 m)of width at the eaves beyond the maximum allowable 60 ft(18,3 m)span of the 8.01K, BB Sprinklers. • For hip roof construction (refer to Figure 15), use 8.0K, BB Sprinklers in the center portion and HIP Sprinklers can be located down the entire hip.AP Sprinklers or Standard Spray Sprinklers are then used to protect up to 10 ft(3,1 m)of width at the eaves beyond the maximum allowable 60 ft(18,3 m) span of the 8.OK, BB Sprinklers, and the maximum allowable horizontal coverage of the HIP Sprinklers. SEE FIG.11 SEE FIG.11 SO SPAN (TABLE A) BB SPAN (TABLE A) AP 10'-0"MAX. SPRINKLERS 10'-0"MAX. (3,05 m) BB ATTIC SPACED (3,05 m) AP W-0" SPRINKLER T-0"(1,8 m) AP SPRINKLER 6'-0" SD ATTIC SPRINKLER (1,83 m) TO COVERAGE (1,83 m) SPRINKLER COVERAGE MAX• 10'-0"( MAX. ON CENTER ER 6'-0"MAX. I AP (1,83 m) SPRINKLERS 6'-0"MAX. 4'-0"MIN. SPACED (1,83 m) (1,22 m) T-0"(1,8 m) 4'-0"MIN. TO t (1,22 m) ON CENTER) FIGURE 14A FIGURE 148 HIP BACK TO BACK (3,0 m) SPRINKLERS SPRINKLERS HIP RIDGES 10'-0" (3.om) AP SPRINKLERS ` I RIDGE w.r .wx. � ) ,{ Z.t'� ''ra e k I LINE AT THE EAVES PERIMETER �'' PROTECTION SLOPE w ROOF ' i e AREA SLOPE �ie+� _ �� f ��'>�` � a° I �f' '3d BB ? z { � SPAN (TABLE A) 10._0 CPVC PIPE MAY BE USED IN SHADED T-0"to 10'-0" AREA FOR CEILING (2.1 m to 3,0 m) PROTECTION BELOW ON CENTER FOR (SEE PAGE 6) AP SPRINKLERS FIGURE 15 TFP610 Page 14 of 28 BB ATTIC BB ATTIC 3-1/2"MIN. SPRINKLER ANY SPRINKLER (88,9 mm) 36" IN. DISTANCE AIR SPACE \ (914,4 mm) NO �� GREATER A 6"MAX. THAN 6" SPRINKLER \ (152,4 mm) (152,4 mm) REQUIRED ADDITIONAL AP DDI TIONAL / OR STANDARD SPRAY //// SPRINKLER REQUIRED \1 1I (LOCATE PER FIGURE 14A OR 148) FIGURE 16A FIGURE 16B There can be a maximum of a 6 in.(152,4 mm)high Horizontal Obstruction as long as it is 36 in. (914,4 mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger,there must be a sprinkler on the other side of the obstruction. Refer to Figures 16A and 16B.This criteria does not limit the top chord of the trusses or the depth of the raf- ter, but does limit the obstructions that run across the trusses or rafters. BB ATTIC Dimension A Distance B SPRINKLER Additional 6" 2 Maximum Minimum Sprinkler ( MIMNIMUMM 36"MINIM Required MINIMUM mm)UM Horizontal Horizontal Beyond NO �� Dimension of Distance to Obstruction ADDITIONAL Obstruction Obstruction SPRINKLER REQUIRED All Vertical Obstructions <6"(152,4 mm) YES 1/2"-1"(12,7 mm-25,4 mm) 6"(152,4 mm) NO 1"-4"(25,4 mm-101,6 mm) 12"(304,8 mm) NO 4 0"(1,2 m) ZN�l MAXIMUM 4"-8"(101,4 mm-203,2 mm) 24"(609,6 mm) NO 8"-10"(203,2 mm-254,0 mm) 5'-0"(1,52 m) NO FIGURE 16C 10"-20"(254,0 mm-508,0 mm) 10'-0"(3,05 m) NO LESS THAN BB ATTIC 20"-30"(508,0 mm-762,0 mm) 15'-0"(4,57 m) NO 6"(152,4 mm) SPRINKLER 30"-40"(762,0 mm-1016,0 mm) 20'-0"'(6,10 m) NO 36"(914,4 mm) ADDITIONAL AP MINIMUM 40"-48"(1016,0 mm-1219,2 mm) 25'-0"(7,62 m) NO OR STANDARD SPRAY >48"(1219,2 mm) Any Distance YES SPRINKLER(S) REQUIRED(LOCATE PER FIGURE A� 14A OR 14B)/�/® � 1� EATER THAN DIMENSION A 4'-0"(1,2 m) $ PER TABLE GR DIMENSION B FIGURE 16D PER TABLE `1 ADDITIONALAP \\` OR STANDARD SPRAY If the Horizontal Obstruction is below the sprinkler,there SPRINKLER REQUIRED(LOCATE PER FIGURE must be 6 in.(152,4 mm)clearance over the top of the 14A OR 14B) obstruction,and the obstruction must be 4 ft(1,2 m)or less in width to allow water to pass both over and under the obstruction.The clearance is measured perpendicu- FIGURE 16E lar to and from the bottom of the rafter.If there is not 6 in.must be located on the other side of the obstruc- For Vertical Obstructions,the maximum dimension of the tion.If the obstruction is greater than 4 ft(1,2 m)in width, obstruction is its width and the horizontal distance away a sprinkler must be added below the obstruction. Refer from the obstruction is measured horizontally. to Figures 16C and 16D,where the maximum spacing for AP Sprinklers is 12 ft(3,7 m)and Standard Spray Sprin- klers is 15 ft(4,6 m). FIGURE 16(1 OF2) OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD AND HIP TFP610 Page 15 of 28 FIGURE 16F FIGURE 16G AREA OUTSIDE OF MECHANICAL SPACE PIGGYBACK TRUSSES OR SIMILAR COMPARTMENTAL SPACE When a BB Sprinkler can be installed below or between When a BB Sprinkler is 36 in.(914,4 mm)or greater above stiffeners and maintain the 16 to 22 in. (404,4 to 558,8 the space,and 36 in.(914,4 mm)or greater clearance mm)distance to the peak, as well as the"V"and"H" above the space is present,additional sprinklers are not clearance to the stiffeners, additional sprinklers are not needed. required. When a BB Sprinkler is 36 in.(914,4 mm)or greater above When the stiffeners are located a minimum of 12 in. the space,and a 12 to 36 in. (304,8 to 914,4 mm)clear- (304,8 mm)below the BB Sprinkler,the stiffeners are ance above the space is present, Intermediate Level Stan- 7-1/2 in.(190,5 mm)maximum in width,the openings are dard Sprinklers are to be installed to protect the obstructed 12 in. (304,8 mm)minimum,and there is 70% minimum area. open area,additional sprinklers are not required. Otherwise,the area beyond the mechanical space is to be Otherwise,additional sprinklers are required as shown. protected as shown by installing Standard Spray Sprinklers as necessary or by constructing a shear wall and installing "v" v H SD Sprinklers. BBi 882 B83 Note:In all cases,the mechanical space or similar compartmented ® 0" 0" 0" 0" space is to be sprinklered per its respective hazard rating and sep- I V>0" V+15" V+10" V+a" arated from the light hazard attic space by construction that has a H" fire resistance rating based on the water supply duration required for the hazard rating within the mechanical space or similar com- BOTTOM STIFFENERS partmented space. PLANE OF BB Arrlc STIFFENERS SPRINKLER "V° 16"(406,4 mm)M N 36"(914,4 mm) OR GREATER I NO ADDITIONAL \\ 36"(914,4 GREATER SPRINKLERS \\�\OR GREATERER REQUIRED ��\ STANDARD MECHANICAL TOP OF BB ATTIC SPRAY SPRINKLER SPACE DEFLECTOR SPRINKLER 4"(101,6 mm)TO BB ATTIC 70%MINIMUM 6"(152,4 mm)TYP. SPRINKLER' S OPEN AREA 12"(304,8 mm)TO 36"(914,4 mm) STIFFENERS \\ 36"(914,4 mm) OR GREATER 3-1/2"MIN. \ 12"MIN. INTERMEDIATE �. (88,9 mm) (304,8 mm) LEVEL BB ATTIC AIR SPACE STANDARD SPRAY f SPR\`ER y — SPRINKLER O� O y STANDARD MECHANICAL 4"(101,6 mm)TO 7.1/2"MAX. 12"MIN. SPRAY SPRINKLER SPACE 6"(152,4 mm)TYR (190,5 mm) (304,8 mm) BB ATTIC BB ATTIC LESS THAN SPRINKLER STANDARD SPRINKLER OR 70%OPEN AREA, SPRAY SPRINKLER STANDARD SPRAY OPENINGS LESS THAN LESS THAN SPRINKLER 12"(304,8 mm)WIDE, 12"(304,8 mm) OR STIFFENERS INTERMEDIATE GREATER THAN LEVEL j 7-1/2"(190,5 mm) STANDARD // WIDE � SPRINKLER MECHANICAL SPACE PROTECT WITH ADD SHEAR WALL AND STANDARD SPRAY -OR- PROTECT WITH SINGLE SPRINKLERS DIRECTIONAL SPRINKLERS SINGLE INSTALL SINGLE DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLER OR FULL WALL SPRINKLER FIGURE 16(2 OF 2)OBSTRUCTIONS TO WATER DISTRIBUTION — BB, SD,AND HIP (Obstructions to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as Shown) TFP610 Page 16 of 28 3 0"MAX. AP AP (0,9 m) SPRINKLER SPRINKLER AP AP SPRIG 10'-0"MAX. SPRIG 6"MIN. (3,0 m) 6"MIN. JOIST (152,4 mm) JOIST (152,4 mm) FIGURE 17A EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLIKE OVER (12"MIN.) (12"MIN.) ( 04 12"MIN. 12"MIN. JOISTS (304,8 mm) (304,8 mm) (304,8 mmj (304,8 mTm) NON-COMBUSTIBLE NON-COMBUSTIBLE 1 INSULATION FOR FIRE 11 INSULATION FOR FIRE 111 PROTECTION OF CPVC CEILING PROTECTION OF CPVC CEILING PIPE,NOT FREEZE PIPE,NOT FREEZE PROTECTION PROTECTION OPTION A OPTION B 3'-Q„MAX' AP AP (0,9 m) SPRINKLER I� SPRINKLER AP 10'-D"MAX. AP SPRIG (3,0 m) SPRIG FIGURE 17B tL�2 -.- - - EXPOSED CPVC WITH AP SPRINKLERS M. V AND BRANCHLIKE WITHIN N r W_ JOIST JOIST JOISTS 6"MIN, NON-COMBUSTIBLE 6"MIN. NON-COMBUSTIBLE (152A mm) INSULATION FOR FIRE (152,4 mm) INSULATION FOR FIRE PROTECTION OF CPVC PROTECTION OF CPVC PIPE,NOT FREEZE PIPE,NOT FREEZE CEILING PROTECTION CEILING PROTECTION OPTION A OPTION B OBSTRUCTION OBSTRUCTION AP Al 11 SPRINKLER C AP C • SPRINKLER A�29''(609,6 mm) 'll D Ilf A (Use dimension C or D, whichever is greater) ELEVATION VIEW PLAN VIEW Minimum Horizontal Distance Vertical Distance FIGURE 18 ta Below Deflector OBSTRUCTIONS TO WATER (B) DISTRIBUTION FOR s6"MODEL AP SPRINKLERS A (5152,4" (76,2 mm) >6"to 9" 4" (>152,4 mm to 228,E mm) (101,6 mm) B >9"to 12' 6' T \ (>228,6 mm to 304,8 mm) (88,9 mm) 4 AP >12'to 15' 6' SPRINKLER (>304,8 mm to 381.0 mm) (203,2 mm) >15"to 18' 9-1/2" OBSTRUCTION (>381,0 mm to 457,2 mm) (24113 mm) >18'to 24' 12-112' (>457,2 mm to 609,6 mm) (317,5 mm) >24"to 30' 15-112' (>609,6 mm to 762,0 mm) (393.7 mm) >30" 18" (>762,0 mm) (457,2 mm) TFP610 Page 17 of 28 OI A=6"(150 mm)MAX. A B=12"(300 mm)MAX. A PVERTICALRISER A ANGLE SPRIGB ARMOVER SPRIG f ARMOVER ANCHLINE BRANCHLINE SPRIG DIRECT MOUNT VERTICAL RISER FIGURE 19 HYDRAULIC CALCULATIONS Attic sprinklers must be calculated in conformance with these guidelines. In all cases, the design area shall include the most hydraulically demanding sprinklers. More than one set of calculations may be required to prove different situations. For individual areas requiring more than four AP Sprinklers,the maximum area of attic protected by AP Sprinklers is limited to 3000 ftz(279 m2)in any single area.Areas must be separated by a minimum of 15 ft(4,6 m)by an area protected by BB, SD,or HIP Sprinklers,in order to be considered separate areas. The hydraulic calculations have been divided into three parts as follows: • FIGURE 20-A:"Attics Protected Entirely By BB,SD,and HIP Attic Sprinklers". 20-A-1 (Page 18)BB Sprinklers 20-A-2(Page 18)BB and HIP Sprinklers 20-A-3(Page 19)BB and SD Sprinklers 20-A-4(Page 19)SD Sprinklers 20-A-5(Page 19)SD and HIP Sprinklers 20-A-6(Page 19) HIP Sprinklers • FIGURE 20-13:"Attics Protected With A Mixture Of BB.SD,and HIP Attic Sprinklers And AP Sprinklers". 20-B-1 (Page 20)SD Sprinklers and AP Sprinklers At The Ridge 20-B-2(Page 20)BB Sprinklers and AP Sprinklers At The Eaves or Beyond An Obstruction 20-B-3(Page 21)BB Sprinklers and AP Sprinklers At The Hip 20-8-4(Page 21)BB Sprinklers, SD Sprinklers, HIP Sprinklers,and AP Sprinklers At The Hip 20-8-5(Page 22)BB,SD,or HIP Sprinklers and AP Sprinklers in a Dormer,at a Cross, or at an Ell 20-B-6(Page 22)BB,SD,or HIP Sprinklers and AP Sprinklers Separated By Compartmentalization • FIGURE 20-C: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And Standard Spray Sprinklers". 20-C-1 (Page 23)SD Sprinklers and Standard Spray Sprinklers At The Ridge 20-C-2(Page 23)BB Sprinklers and Standard Spray Sprinklers At The Eaves or Beyond An Obstruction 20-C-3 (Page 24)BB Sprinklers and Standard Spray Sprinklers At The Hip 20-C-4(Page 25)BB Sprinklers,SD Sprinklers, HIP Sprinklers, and Standard Spray Sprinklers At The Hip 20-C-5(Page 26)BB,SD,or HIP Sprinklers and Standard Spray Sprinklers in a Dormer, at a Cross, or at an Ell 20-C-6(Page 26)BB, SD,or HIP Sprinklers and Standard Sprinklers Separated By Compartmentalization MODEL BB MODEL SD MODEL AP BACK TO BACK if SINGLE DIRECTIONAL ! MODEL HIP • OR STANDARD SPRAY FIGURE 20 HYDRAULIC CALCULATIONS TF0610 Page 18 of 28 FIGURE 20-A-1. BB SPRINKLERS • Wet Systems: Calculate the most demanding five sprinklers. • Dry Systems: Calculate the most demanding seven sprinklers. See the adjacent figure. ()RY SYSTEM SH00,N y�A RIC��E FIGURE 20-A-2. BB AND HIP SPRINKLERS • Wet Systems: Calculate the most demanding five sprinklers. DPY ,YSTENI sHomi • Dry Systems: Calculate the most demanding seven sprinklers.Then calculate the most demanding contiguous nine sprinklers with a maximum of seven to be BB Sprin- RIDGE klers. See the adjacent figures. Use the most demanding calculation. DRY SYSTEM SHOWN TFP610 Page 19 of 28 FIGURE 20-A-3. BB AND SD ,,.;:.a,"'° OBSTRUCTION SPRINKLERS 9F� • Wet Systems: Calculate the most a n`, RIDGE demanding five BB Sprinklers plus two SD Sprinklers. ' • Dry Systems: Calculate the most demanding seven BB Sprinklers plus up to two SD Sprinklers. See the adjacent figure. DRY SYSTEM SHOWN FIGURE 20-A-4. SD SPRIN- KLERS RIDGE • Wet Systems: Calculate the most = i 1 A S It t i = i i demanding five SD Sprinklers. • Dry Systems: Calculate the most WALL OR demanding nine SD Sprinklers. DRAFT CURTAIN See the adjacent figure. AT RIDGE DRY SYSTEM SHOWN FIGURE 20-A-5.SD AND HIP Sio SPRINKLERS + Wet Systems:Calculate the most RIDGE s � � � ; t = i i demanding five sprinklers. • Dry Systems: Calculate the most demanding nine sprinklers with WALL OR a maximum of seven to be SD DRAFr CURTAIN Sprinklers. See the adjacent AT RIDGE figure. DRY SYSTEM SHOWN FIGURE 20-A-6. HIP SPRIN- y�q 4? KLERS • Wet Systems:Calculate the most demanding five sprinklers. See the adjacent figure. • Dry Systems: Calculate the most demanding nine sprinklers. WET SYSTEM SHOWN TFP610 Page 20 of 28 FIGURE 20-B-1. SD SPRINKLERS AND AP SPRINKLERS AT THE = a t 3 A i A i A A i i ■ RIDGE RIDGE • Wet Systems: Calculate the most demanding five sprinklers of one type. Use the most demanding calculation. • Dry Systems: Calculate the most WDRAF R demanding nine SD Sprinklers, CURTAINS and then calculate the most DRY SYSTEM SHOWN demanding seven AP Sprinklers. Use the most demanding calcula- tion. See the adjacent figure. • • • • • • • RIDGE DRY SYSTEM SHOWN FIGURE 20-B-2. BB OR SD SPRINKLERS AND AP SPRIN- KLERS AT THE EAVES OR BE- • • • OBSTRUCTION VOND AN OBSTRUCTION • Wet Systems: Calculate the RIDGE most demanding five BB or SD Sprinklers plus up to two most demanding AP Sprinklers. • Dry Systems: Calculate the most demanding seven BB or SD Sprinklers plus up to two most demanding AP Sprinklers. See the ERY YYs IEM SHOWN adjacent figures. S t t I\ : : t it A it i I_)HY SYS I EPA SH0 1N1`d TFP610 Page 21 of 28 FIGURE 20-B-3. AREA 2 AREA 1 AREA 3 BB SPRINKLERS AND AP SPRIN- WITH AP WITH BB �{ WITH AP KLERS AT THE HIP SPRINKLERS SPRINKLERS I SPRINKLERS Where the total number of AP Sprinklers STAGGERED • • • • at the hip is greater than four: SPACING WHEN MORE THAN • • • • • Wet Systems: Calculate the most ONE ROW demanding five BB Sprinklers • plus the two most demanding • • • • AP Sprinklers. Then calculate the most demanding area up to • • 1500 ft2 (137 m2) having AP Sprin- • • i • • klers, for example, Area 2 in the adjacent upper figure. Use the most • • • • demanding calculation. • Dry Systems: Calculate the most MINIMUM demanding seven BB Sprinklers SEPARATION plus the two most demanding AP Sprinklers. Then calculate the most demanding area up to 1950 ft2 (181 m2) having AP Sprin- klers, for example, Area 2 in the adjacent upper figure. Use the most demanding calculation. FIGURE 20-B-4. BB SPRINKLERS, SD SPRINKLERS,HIP SPRIN- KLERS,AND AP SPRINKLERS AT WALL OR THE HIP DRAFT •• CURTAIN RIDGE Where the total number of AP Sprinklers M at the hip is four or less: •. • Wet Systems: Calculate the most de- n a a manding five BB, SD, or HIP Sprin- klers plus up to two most demanding � .: AP Sprinklers. • Dry Systems: Calculate the most DRY SYSTEM SHOWN demanding nine BB, SD, or HIP Sprinklers plus up to two most AREA 2 AREA 1 AREA 3 demanding AP Sprinklers (Of the WITH AP WITH BB&SD WITH AP nine BB, SD, or HIP Sprinklers, SPRINKLERS SPRINKLERS SPRINKLERS calculate up to a maximum of seven I BB Sprinklers, see adjacent upper figure). Where the total number of AP Sprinklers at the hip is greater than four: • Wet Systems: Calculate up to the most demanding five BB, SD, or HIP Sprinklers plus the two most demanding AP Sprinklers. Then calculate the most demanding area up to 1500 ft2 (137 m2) having AP Sprinklers,for example, Area 2. Use MINIMUM the most demanding calculation. SEPARATION 15'-0'(4,6 m) • Dry Systems: Calculate up to the most demanding nine BB, SD, or HIP Sprinklers, plus the two most demanding AP Sprinklers, and then calculate the most demanding area Up to 1950 ft2 (181 m2) having AP Sprinklers,for example,Area 2. Use the most demanding calculation. TF0610 Page 22 of 28 AP • SPRINKLERS (4 OR LESS) FIGURE 20-B-5. BB, SD, OR HIP « SPRINKLERS AND AP SPRIN- KLERS IN A DORMER,AT A 40 CROSS,AT A HIP, OR AT AN ELL Where the quantity of AP Sprinklers in each dormer, cross, or ell is four or less (see the adjacent figure) and all AP of the dormers, crosses and ells meet SPRINKLERS the maximum four AP Sprinkler crite- (4 OR LESS) ria, calculate the BB,SO,or HIP Sprin- kler demand as described in Part A-1 through A-6 or Part B-1 through B-4, plus up to two of the most demanding • AP Sprinklers in the dormer, cross, or • ell that is adjacent to the BB,SO,or HIP Sprinklers that are being included in the demand calculation. Where the quantity of AP Sprinklers in • any dormer,cross,or ell is greater than four, refer to Figure B-3. AP AP SPRINKLERS SPRINKLERS (4 OR LESS) a (4 OR LESS) • FIGURE 20-B-6. BB,SD, OR HIP • SPRINKLERS AND AP SPRIN- • KLERS SEPARATED BY COMPARTMENTALIZATION • • RIDGE • Wet Systems: Calculate the BB, • SO, or HIP Sprinkler demand as described in Part A-1 through A-6 or • Part B-1 through B-4.Then calculate • • WALL the most demanding area up to 1500 ft2 (137 m2) having AP Sprin- • • klers. Use the most demanding calculation. See the adjacent figure. DORMER • Dry Systems: Calculate the BB, BUILT ON TOP SO, or HIP Sprinkler demand as OF ROOF OR described in Part A-1 through A-6 or RIDGE SHEATHING Part B-1 through B-4.Then calculate the most demanding area up to 1550 ft2 (181 m2) having AP Sprin- klers. Use the most demanding calculation.See the adjacent figure. TFP610 Page 23 of 28 FIGURE 20-C-1. SD SPRINKLERS AND STANDARD SPRAY SPRIN- KLERS AT THE RIDGE ; a Y t s t ! A A t t 1 A • Wet Systems: Calculate the most RIDGE demanding five sprinklers of one type. Use the most demanding calculation. • Dry Systems: Calculate the most WALLS OR demanding nine SD Sprinklers.Then DRAFT calculate the most demanding seven CURTAINS Standard Spray Sprinklers. Use the DRY SYSTEM SHOWN most demanding calculation. See the adjacent figures. FIGURE 20-C-2.BB SPRINKLERS AND STANDARD SPRAY SPRIN- • • • oesTRUCTION KLERS BEYOND AN OBSTRUCTION • Wet Systems: Calculate the most RIDGE demanding five BB Sprinklers plus up to two most demanding Standard Spray Sprinklers. • Dry Systems: Calculate the most demanding seven BB Sprinklers plus up to two most demanding Standard Spray Sprinklers. See the adjacent DRY SYSTEM SHOWN figures. FIRST CALCULATION FIGURE 20-C-3.BB SPRINKLERS AND STANDARD SPRAY SPRIN- • • KLERS AT THE HIP • • =t} Where the total number of standard • • � � spray sprinklers at the hip is greater RIDGE than four: • • Wet Systems: Calculate the most • • demanding five BB Sprinklers plus • up to two most demanding Standard • Spray Sprinklers.Then calculate the • • most demanding remote design DRY SYSTEM SHOWN area, including all sprinkler types, as per NFPA 13.That is,area reduction for quick response and 30% SECOND CALCULATION increase for sloped ceilings.Use the most demanding calculation. • • • • Dry Systems: Calculate the most • demanding seven BB Sprinklers • • plus up to two most demanding Stand Spray Sprinklers. Then • calculate the most demanding • • design area, including all sprinkler • sss sca.F r. types, as per NFPA 13.That is,30% • 235,f'SQ.MFTERs) increase for sloped ceilings and 30% • • increase for dry systems. Include all sprinkler types within this area. See DRY SYSTEM SHOWN the adjacent figure. Use the most NOTE: demanding calculation. Dry Pipe=1500 SO.FT. (NFPA Light Hazard)x 1.3 x 1.3=2535$O.FT. TFP610 Page 24 of 28 FIGURE 20-C-4.BB SPRINKLERS, SD SPRINKLERS, HIP SPRIN- WALL OR KLE'RS,AND STANDARD SPRAY DRAFT w SPRINKLERS CURTAIN AT THE HIP " • RiDC'L Where the total number of Standard " • Spray Sprinklers at the hip is four or « less: � ��I, hV • Wet Systems: Calculate the most �." n: demanding five BB,SD,or HIP Sprin- klers plus up to two most demanding DRY SYSTEM SHOWN Standard Spray Sprinklers. • Dry Systems: Calculate the most demanding nine BB,SD,or HIP Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers.Of the nine BB,SD,or HIP Sprinklers,calcu- late up to a maximum of seven BB Sprinklers. See the adjacent upper FIRST CALCULATION figure. Where the total number of standard • :; i• p is;. spray sprinklers at the hip is greater I than four: • • _F_ j • Wet Systems: Calculate the most demanding five BB,SD,or HIP Sprin- • • klers plus up to two most demand- ing Standard Spray Sprinklers. Then calculate the most demanding remote design area, including all sprinklers types, as per NFPA 13, That is, area DRY SYSTEM SHOWN reduction for quick response and 30% increase for sloped ceilings. Use the most demanding calculation. SECOND CALCULATION • Dry Systems: Calculate the most demanding nine BB,SD,or HIP Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers.Of the • • nine BB,SD, or HIP Sprinklers, cal- culate up to a maximum of seven BB Sprinklers.Seethe adjacent upper fig- ure.Then calculate the most demand- `" " F' ing design area, including all sprinkler • 2s��.:�s�S.Mi TLnsi types, as per NFPA 13. That is, 30% increase for sloped ceilings and 30% DRY SYS1 EM SHOWN increase for dry systems. Include all NOTE: sprinkler types within this area. See Dry Pipe=1500 SQ.FT. (NFPA Light Hazard)x 1.3 x 1.3=2535 SQ.FT. the adjacent figure. TFP610 Page 25 of 28 STANDARD SPRAY • SPRINKLERS (4 OR LESS) w FIGURE 20-C-5.BB, SD, OR HIP SPRINKLERS AND STANDARD SPRAY SPRINKLERS IN A DOR- MER,AT A CROSS,AT A HIP,OR AT AN ELL Where the quantity of standard spray STANDARD SPRAY sprinklers in each dormer, cross, or ell SPRINKLERS is four or less(see the adjacent figure) (4 OR LESS) and all of the dormers,crosses and ells meet the maximum four standard sprin- kler criteria, calculate the Attic Sprin- kler demand as described in Part A-1 • through A-6 or Part B-1 through B-4, • plus up to two of the most demanding standard spray sprinklers in the dormer, cross,or ell that is adjacent to the Attic Sprinklers that are being included in the • demand calculation. Where the quantity of standard spray sprinklers in any dormer, cross, or ell is greater than four, refer to Figure C-3. STANDARD SPRAY �� STANDARD SPRAY SPRINKLERS SPRINKLERS (4 OR LESS) (4 OR LESS) • • • • RIDGE FIGURE 20-C-6. BB,SD, OR HIP • SPRINKLERS AND STANDARD • SPRINKLERS SEPARATED BY • WALL COMPARTMENTALIZATION • • Calculate the Attic Sprinkler demand as described in Part A-1 through A-6 or • • Part C-1 through C-4, and then calcu- DORMERlate the Standard Spray Sprinklers per BUILT ON TOP NFPA 13.Use the most demanding cal- of ROOF oR SHEATHING culation.See the adjacent figure. RIDGE 'PF1561 O Page 26 of 28 12 � MODEL AP SPRINKLERS 12 WET PIPE SYSTEM (Refer to Figure 20-B-3) Calculation 1: I 100'(25,4 rn) Calculate the most demanding five BB —{ (5 20' i— so'(15,2 m) I (5�0' Sprinklers plus the two most demand- ing AP Sprinklers. Calculation 2: Calculate the most demanding area 40' • Calculation 1 Up to 1500 ft2 having AP Sprinklers. In (10,2 m) this case the design area will be 800 ft2 •? �� (40 ft x 20 ft) Use the most demanding calculation to prove the adequacy of the water supply. 100'(25,4 m) Where AP Sprinklers are utilized,CPVC 20' so' 15,2 m 20' pipe may be used to supply the AP (5,1 m) l� ( } ~I (5,1 m) Sprinklers, as well as the ceiling sprin- klers below the AP Sprinklers.For more . �. information,see Page 6. 40 s (10,2 m) M Calculation 2 STANDARD SPRAY SPRINKLERS 12 WET PIPE SYSTEM 12 (Ref.Figure 20-C-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most demand- 100'(25,4 m) ing Standard Spray Sprinklers. 20 s0'(15,2 m) I 2°� 4— (5,1 m) (5,1 , Calculation 2: Calculate the most demanding remote _ design area, including all sprinklers types,per NFPA 13(i.e.,area reduction 40' for quick response and 30% increase (10,2 m} Calculation 1 for sloped ceilings). In this case the theoretical design area is 1463 ft2 ; (1500 ft2 x 0.75" x 1.3). The actual design area, however, will need to be 1520 ft2 to pick up the entire coverage 100'(25,4 m) area of the last BB Sprinkler. 20' so'(15,2 m) 20' Use the most demanding calculation (5,1 m) �I (s,i m) to prove the adequacy of the water 1 supply. i l Where Standard Sprinklers are utilized, 40(10 2 m) •` Calculation 2 CPVC pipe CANNOT be used to supply the Standard Spray Sprinklers or the f ceiling sprinklers below the Standard . Spray Sprinklers. ' P Y 'A 25% reduction for 20 ft ceiling. FIGURE 21 EXAMPLE FOR A WET PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS TFPS10 Page 27 of 28 12 12� MODEL AP SPRINKLERS DRY PIPE SYSTEM 100'(2s,a m) (Ref. Figure 20-8-3) (5 i0m) ~80'(15,2 m) 0 (5 1m) Calculation 1: Calculate the most demanding seven ;• BB Sprinklers plus the two most 40' demanding AP Sprinklers. (10,2m) I Calculation 1 Calculation 2: Calculate the most demanding area '� x51i' Up to 1950 ft2 having AP Sprinklers. In this case the design area will be 800 f1:2 (40 ft x 20 ft) 100'(25,4 m) Use the most demanding calculation to Is20m> 60'(15,2 m) (520, prove the adequacy of the water supply. I • 40" (10,2 m) • Calculation 2 I I i 12 STANDARD SPRAY SPRINKLERS 12 DRY PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding seven BB 20 100'15,2 m) 2a Sprinklers plus the two most demanding (5,1 m) I�so'( m) �I (5,1 m) Standard Spray Sprinklers. Calculation 2: • E gY � Calculate the most demanding remoter design area, including all sprinklers (1ii 2 m) • ( , E calculation 1 types, as per N FPA 13. That is, 30/o I z z increase for sloped ceilings and 30% �v increase for dry systems. In this case t,: the theoretical design area will be 2535 ft2(1500 ft2 x 1.3 x 1.3).The actual design area, however, will need to be 100'(25,4 m) 2720 ft2 to pick up the entire coverage 20' I so'(1s,2 m) 20 ) area of the last BB Sprinkler. (s,1 m) Use the most demanding calculation to prove the adequacy of the water supply. (10 2 m) � � Calculation 2 FIGURE 22 EXAMPLE FOR A DRY PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS :'FF1610 Page 28 of 28 1400 Pennbrook Parkway,Lansdale,PA 19446 1 Telephone r1-215-362.0700 J curran 02018Johneon Canlrals.All right.reaervetl.Attapeclflcetlon.undOthe[inlormuNon shown were t o.of document revl.i.ndete end nr—bi-tt.c hung.withoutnolica, Johnson 000 NATIONALFIREYNOlEGT10NASSOGMT1ONantl NFPA araregraterao t.aaemarksal NBliGIraI FkOpMtKtron ArgoWio Controls TEFLON is a r.p,ataratl ba—..nl OVP-L 6LAZEKSTER Is a ragralantl hedamaM1 IN TIiO LYe�le01 Corpoiag.n SUBMITTAL PACKAGE i i A 01 _ f I I � e t t i aFLEX EAR FBC FM a brand of Z AWIL ''i' amnw co■...a� APPROVES .� ., ,may� 1 We invented the concept of flexible fire protection The FlexHead L" Advantage FLEXHEAD" QUALITY FLEXHEAD* FEATURES • Best corrosion resistance • Is seismically qualified for use, Made from 100% 304 stainless steel eliminating the need for an oversized • Excellent friction loss values ring around the sprinkler head in One-inch true-bore ID reducing the seismic areas need to upsize mains and branch lines, • Has the same product design that is 11/4" available dual listed by both UL and FM • Pressure surge protection • Can be produced domestically to Fully braided connection improves meet all your project requirements pressure capability and prevents • Has serial identification with complete hose damage audit tracking of finished goods • Highest maximum working pressure . Has a comprehensive limited warranty Rated up to 300 psig backed by an A++ insurance company • No o-rings or gaskets Welded • Offers a variety of flexible fire sprinkler connections reduce potential leak connections, suspended ceilings, points at the inlet and outlet fitting gypsum board ceilings, institutional � . • Tightest thread tolerances applications, cleanroom and duct Outlet fitting threads are machined from applications solid bar stock reducing potential leaks Offers 1.25" FlexHead' hose for superior at the sprinkler head fit-up friction loss numbers • Extra stability Bracket has a full 6-inch base to stabilize the sprinkler `i head during installation, pressurization or activation TABLE _. Introduction 2 Table of Contents 3 Installation Instructions 4 - 7 NFPA 13 Code Language and Seismic Qualification 8 - 9 Friction Loss Data and Specifications 10 - 11 Suspended Ceiling Detail 12 Hose Specification Sheet 13 Bracket Specification Sheet 14 FlexHead' Commercial Products 15 FlexHead" Sprinkler Hose Fittings 16 Warranty 17 Whether your application is commercial, industrial, clean room, or institutional, FlexHead' flexible sprinkler systems can save you time and money by offering reli- able, highly efficient, seismically qualified, and environmentally responsible products. U.S.and international patents pending:#6,123,154,#6,119,784,#6,752,218,#7,032,680,#6,488,097. The FlexHead" name and logo are trademarks of FlexHead Industries,Inc. FGG/BM/CZTM System Compatible indicates that this product has been tested,and is monitored on an ongoing basis,to assure its chemical compatibility with FlowGuard Gold~', BlazeMaster",and Corzan'pipe and fittings. FGG/BM/CZ'rM,FlowGuard Gold", BlazeMaster"',and Corzan`'are licensed trademarks of The Lubrizol Corporation USGBC and LEED are registered trademarks of the U.S.Green Building Council.The FlexHead"'Commercial Products have been tested and evaluated by Spears'for acceptable use with FlameGuardl CPVC Fire Sprinkler products. 800.829.6975 We invented the concept of flexible fire protection' INSTAL4TION INSTRUCTIONS - MPT-24-BKT1 Installation of FlexHead Commercial Ceiling T Bar Ceiling Grid Installation Flexible Sprinkler Drop System The MPT bracket is designed for use on ceiling Recommend the use of proper PPE for installation. MPT-24-BKT1 grids conforming to ASTM C 635". is approved for use with the standard FlexHead®and SuperFlex" A. Locate the center of the ceiling tile marking, align the offset Flexible Sprinkler Hose in accordance to NFPA 13, 13D, & screw with that marking for true center of tile installation. Insert 13R for use in wet and dry sprinkler system.The Standard& one bracket leg at a time,applying a downward pressure on the SuperFlex" Flexible sprinkler hoses are UL approved for Limited bracket leg and T--Bar.Screw the self tapping screw using a#2 flexibility and are intended for direct sprinkler connection. square head driver. Place the second leg on the T-Bar and repeat process. (Fig. 1) ;T FlexHead" Standard Tail 2024T, 2036T, 2048T, 2060T, 2072T FlexHead° Standard Tall Elbow 2024ET, 2036ET, 2048ET, 2060ET, 2072ET FlexHead Flexible Hose Installation A.Apply Teflon"tape and pipe sealant to the 1"NPT thread. Install into branch outlet.Any direction is acceptable, ensure the hose is allowed at least one bend per installation to allow for seismic movement.(See Friction Loss Chart on page 3 for details.) B.Tighten hose using the pipe drop section, never apply a wrench to the braided hose for installation. (Fig.2) 'F SuperFlex" 2036SF,2048SF, 2072SF The MPT bracket is set for 24"center of tile installation. (See back side for additional installation configurations) "Intended for use on ASTM C 635 intermediate or heavy duty ceilings systems installed in accordance to ASTM C 636. APPROVED Do not wrench on braided hose www.flexhead.com Secure the FlexHead Sprinkler Drop to Installation Complete MPT Bracket A. Maneuver the flexible sprinkler drop from the branch to the MPT • ; '° bracket. Review that the hose length, number of bends,and bend radius are applicable for the installation per NFPA guidelines.(See Corresponding hose technical data sheet for installation information.) B,The MPT bracket has an open hub for ease of installation.Open the hinge apparatus by turning the locking shaft''/a turn. Slide the flexible hose drop into the hub. Ensure the drop is vertical, and the SS Flexible'hose is not applying a substantial moment on the bracket causing sprinkler misalignment. Latch the hinge door close and r adjust the sprinkler drop for desired ceiling height.Tightening the set screw fill hand tight plus two full revolutions,(130 in-lbs). (Fig.3a and 3b) Installation Configuration C. Install desire sprinkler head, per the manufacturers installation instructions. ,r +-W. 24"Tile—24/4 Quarter Mark Position ° Ceiling Tile Installation 16"Tile- 16/2 Center Position A.The flexible sprinkler drop system with MPT Bracket is able to be installed prior to the ceiling file installation, preventing the need for sprinkler contractor tile adjustment. B. For ease of tile installation,cut the largest sprinkler hole recommended by the manufacture.The largest hole that is still covered by the sprinkler escutcheon allows for an easier install. C.Angle the tile at 45 degrees and push the tile through the hole and up above the ceiling T-bar, maneuver the tile and allow it to drop in the proper location.(Fig.4) 16" Metal Stud (Web Size > 5") Center Position* 1 '-4 14'/2"Wood Stud Center Position* U.S.and International Patent Pending: #6,123,154,#6,119,784,#6,752,218, #7,032,680,#6,488,097 'FM Approved,Installation has not been evaluated by UL 800.829.6975 20XXET with MPT-24BKT1 bracket has not been evaluated by UL. We invented the concept of flexible fire protection' INSTALLATION1 1 & ADO BRACKET Installation of FlexHeadk' Commercial Ceiling Flexible Sprinkler Drop System For use with FlexHead®hoses; 2024T, 2036T, 2048T, 2060T, 2072T 2024ET, 2036ET, 204BET, 2060ET, 2072ET T-Bar Ceiling Grid Installation FlexHead" Flexible Hose Installation The bracket is designed for use on ceiling grids conforming 1. Apply Teflon®tape and pipe sealant to the 1" NPT to ASTM C635. thread. Install into branch outlet. Any direction is 1. Locate the center of the ceiling tile marking, then align acceptable, ensure the hose is allowed at least one the screw hole for true center of tile installation. bend per installation to allow for seismic movement. 2. Clip the bracket on the T-Bar Ceiling Grid. 2. Tighten hose using the pipe drop section, never apply 3. Center of the leg section must be on the outside of a wrench to the braided hose for installation. the T-Bar(Fig. 1). 4, Secure each bracket leg to the T-Bar with #2 Head self tapping screw, Fig.1 MRO Bracket Shown i Do not wrench on braided hose www.flexhead.com Secure the FlexHead" Sprinkler Drop to Bracket Adjustment for Multiple Positions the Bracket 1. MPO Hub Adjustment- Remove the nut and screw 1. Maneuver the flexible sprinkler drop from the branch on the hub assembly. Slide out the tab and move to to the bracket. Review that the hose length, number desired position. Insert tab into square opening at of bends, and bend radius are applicable for the desired position and install screw from below. Install installation per NFPA guidelines. (See corresponding nut and tighten to hand tight plus one turn. hose technical data sheet for installation information on pages 10-11.) 2. The bracket has an open hub for ease of installation. Open the hinge apparatus by turning the locking shaft Ya turn. Slide the flexible hose into the hub. Ensure the drop is vertical and the SS Flexibl&hose is not applying a substantial moment on the bracket, causing sprinkler misalignment. Latch the hinge door close and adjust the sprinkler drop for desired ceiling height. Tightening the set screw till hand tight plus 1 full revolution, (100 in-lbs). 3. Install desired sprinkler head per the manufacturer's installation instructions, d 2. ADO Hub Adjustment - Loosen screw and nut on each side of the hub, do not remove. Slide the hub to - ---_ _; the desired position and tighten screw on each side. Tighten the nut to hand tight plus one turn. Sv_ Fig.3 MPO Bracket Shown `.. U.S. and International Patent Pending: #6,123,154, . ,, #6,119,784, #6,752,218, #7,032,680, #6,488,097 800.829.6975 We invented the concept of flexible fire protection' NFPA 13 CODE ► (ILIALIFICATION NFPA 13 STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS 2016 EDITION 9.2.1.3.3 FlexiblO Sprinkler Hose Fittings. 9.2.1.3.3.1 Listed flexible sprinkler hose fittings and their anchoring components intended for use in installations connecting the sprinkler system piping to sprinklers shall be installed in accordance with the requirements of the listing, including any installation instructions. 9.2.1.3.3.2 When installed and supported by suspended ceilings,the ceiling shall meet ASTM C 635, Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-In Panel Ceilings, and shall be installed in accordance with ASTM C 636, Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels. 9.2.1.3.3.3 When flexible sprinkler hose fittings exceed 6 ft(1.83 m) in length and are supported by a suspended ceiling in accordance with 9.2.1.3.3,2, a hanger(s)attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft. (1.83 m). 9.2.1.3.3.4 Where flexible sprinkler hose fittings are used to connect sprinklers to branch lines in suspended ceilings, a label limiting relocation of the sprinkler shall be provided on the anchoring component. A. 9.2.1.3.3.3 The committee evaluation of flexible sprinkler hose fittings supported by suspended ceilings was based on a comparison of the weight of a 6 ft, 1 in (1.8 m)diameter Schedule 40 water-filled unsupported armover weighing approximately 13 lb(5.9 kg)to the weight of a 6 ft, 1 in. (1.8 m)diameter water-filled flexible hose fitting weighing approximately 9 lb(4.1 kg). The information provided to the committee showed that the maximum load shed to the suspended ceiling by the flexible hose fitting was approximately 6 lb(2.7 kg)and that a suspended ceiling meeting ASTM C 635, Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems of Acoustical Tile and Lay-In Panel Ceilings, and installed in accordance with ASTM C 636, Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels, can substantially support that load. In addition, the supporting material showed that the flexible hose connection can be attached to the suspended ceilings because it allow the necessary deflections under seismic conditions. A.9.2.1.3.3.4 An example of language for the label is as follows: CAUTION: DO NOT REMOVE THIS LABEL. Relocation of this device should only be performed by qualified and/or licensed individuals that are aware of the original system design criteria, hydraulic criteria, sprinkler head listing parameters, and knowledge of the state and local codes including NFPA 13 installation standards. Relocation of the device without this knowledge could adversely affect the performance of this fire protection and life safety system, Reproduced with permission from NFPA 13-2016, Standard for the Installation of Sprinkler Systems, CopyrightO 2015, National Fire Protection Association. This reprinted material is not the complete and official position of the NFPA on the referenced subject, which is represented only by the standard in its entirety. www.flexhead.com FLEXHEAD"' SATISFIES SEISMIC CODE The FlexHeadO hose allows the head to move Typically, each unit consists of a threaded pipe in any direction during a seismic event without nipple for connecting to the main or branch causing damage to the sprinkler system. feeder line, a flexible hose in standard lengths, a reducing fitting that the sprinkler head attaches to, and a mounting bracket. Mounting —_ Bracket —}— Ceiling Tile FlexHead®Industries recently satisfactorily completed full-scale seismic qualification testing at the Structural Engineering Earthquake Simulation Laboratory located at the State University of New York at Buffalo.Tests were conducted using the International Code Council([CC)acceptance criteria"ICC-ES AC-156 Seismic Qualification Testing of Nonstructural Components". • More than 90% of the states in the U,S. are adopting the • In Seismic Design Categories D, E &F, suspended Intemationai Building Code(IBC)that address, among ceilings are to be designed and installed in accordance other things, the installation of fire sprinkler systems in with CISCA recommendations for seismic Zones 3 and 4 seismic zones, with some additional requirements. Except where rigid •The latest version of the IBC defers to ASCE 7 for the braces are used to limit lateral deflections, sprinkler heads sprinkler/ceiling design in Seismic Design Categories and other penetrations shall have a 2-inch oversized ring, 9SDC)C and D, E&F. sleeve, or adapter through the ceiling to allow for free movement of at least 1 inch of ceiling movement in all • In Seismic Design Category C, suspended ceilings are to horizontal directions. be designed and installed in accordance with Ceilings& Interior Systems Construction Association(GISCA) • Flexible sprinkler connection provide characteristics that recommendations for Zones 0-2; and sprinkler heads exceed the most stringent seismic code requirements, and other penetrations shall have a minimum of inch The flexibility of the hose allows the head to move with clearance on all sides, the ceiling in any direction during a seismic event without causing damage to the sprinkler system. 800.829.6975 We invented the concept of flexible fire protection' FRICTION1 DATA & SPECIFICATIONS Minimum Bend Maximum Max Rated Outlet Hose Number of Equivalent Length of tin.Diameter Schedule 40 Pipe 1Ftl Pressure Radius 90• Bends Model Orifice ' Assembly __P51(Kpa) Number Size Length in(cm) in(min) FM JUL) UL IFMI (FMl IFMI (FM) (FM) (FM) UL FM in(mmJ' to UL UL FM Ft(m) S.6k-factor 8.0k-factor 11.2k-factor 14.0k-factor 16.ek-factor 22.4k-factor PSI PSI Ft(m) Ft(m) Ft(m) Ft(m) Ft(m) Ft(m) (Kpa) (Kpa) SUPERFLEX"1"INTERNAL DIAMETER ILD.)HOSE SERIES 2036SF-50 36(914) 5 2 ` 30(9.1) 16.214.9) 16.9(5.1) 11.5(3.5) - - - 2f148SF-50 (1 27) 48(12191 (1781 150.81 B 3 47114.3) 28.7{8.7) 29.318.9) i5,4(4.71 - - - (12 5) (1251 2072SF-50 72(1828) 12 4 71121.6) 539(16.41 1 54.3116.5) 1 23.2(7) - 17 - 2036SF-75 36 4) 5 2 29(8.8) - 21.5(6.5) 21613 1 21.816.6) 22(63) - 2048SF75 (1 90) 48(12191 (1781 150.81 175 B 3 44113.4) - 30.5(9.2) 30.6(9.31 31.1(9.41 30.8(9.3) (1175 205) 11205) 2072SF-75 72(1828) 12 4 70(21.3) - 48.5(14.7) 48.8(14.8) 49.9115.2) 48.6(14.8) - FLEXHF1t0e STANDARD/TALL COMMERCIAL 1"INTERNAL DIAMETER(I.0.)HOSE SERIES 2024T 50 24(610) 3 1 11 18.415.6) 7.7(2.3) 7.6(2.3) - - 2036T-50 361914) 3 2 16 26.618.11 11.5 0.51 11.5(3.5) - - - 2048T-50 (1.271 48(121$ (200) (76.2) 4 3 24 30.319.21 5.3(4.61 15.4{4.7) 1 - - - (12051 (1205) 20GOT--50 60(15241 4 4 29 35.8(10.9) 19.1(5.81 19.3(5.91 - - - 2072T-50 7211828) 4 4 35 45.6(13.9) 210(71 23.2(7) - - - 2024T-75 2411 101 3 1 12 - - - 14.7(4.5) 7.1(2.1) - 2031 36(914) 3 2 18 - 21.516.5) 21.6(6.6) 21.8(6.6) 10.9(3.3) 204OT--75 1i901 48(1119) (T00) (762) 4 3 23 - 30.5(9.3) 30.6(9.3) 29(8,8) 14,8(4.5) (125) (1251 2060T--75 60(1524) 4 4 29 - 39.5(12) 39.6(12) 36.1 111) 18.7(5.6) - 2072T-75 72(1828) 4 4 32 - 48.5114.7) 48.8114.91 43.2(13.1) 22.6(6.81 - FLEXHEAD®TALL ELBOW SERIES 2024EF--50 24(1 3 1 19 26.4(8.0) 6.812) 7.4(2.2) - - - 2036ET-50 36(914) 3 2 11 23 30.1(9.11 11.81 12.5(3.8) - - 2048ET-50 (1 271 '48(1219) 8(200) [76.21 4 3 27 33.8(10.3) 16.9{5.1) 17.6(5.3) - - - (12 51 (1175 17 5) 2060ET-50 60(1524) 4 4 32 37.5(11.4) 21,9(6.6) 22.7(6.91 - - - 21072EF-50 72118281 4 4 35 41.2(12.5) 27318.2) 27.8(8.41 - - - 2024ET75 24(610) 3 1 18 - - - 14.7(4.51 8.2{2.5) - 20361 36(914) 3 2 23 - 252(7.7) 26{7.9) 21.816.6) 13(3.91 2048ET-75 (190) 48112191 {200) (76.21 4 3 23 - 32.900) 331 29{8.8) 17.815.41 - (112 5) 02051 2060ET-75 60115241 4 4 29 - 40.6(12.3) 40(12.1) 36.1(11.0) 22.6(6.81 - 2072ET-75 7211828) 4 4 32 - 48.5(14.7) 47(14.3) 43.2(13.1) 27.5(8.3) - FLEXHi STANDARD ELBOW 2024E-50 24(610) 3 1 19 26.4(8.0) - - - - - 2036E-50 36(914) 3 2 23 30.1(9.2) - - - - - 2048E-50 (1271 4811219) {001 p62) 4 3 27 33.8(10.3) - - - - - (1175 175 (1205) 2060E-50 50115241 4 4 32 37.5111.4) - - - - - 2072E-50 72(1828) 4 4 35 41.2(12.6) - - - - - 2024E-75 24(5101 3 1 18 - 14.7{4.5) - - - - 2036E-75 36(914) 3 2 23 - 21.8(6.6) - - - - 2048E-75 11 90) 48112191 {200) (76.2) 4 3 23 - 29.0{8.81 - - - - (112 5) (1205) 2060E-75 60(1524) 4 4 29 - 36.1(11.0) - - - - 2072E-75 720828) 4 4 32 - 432113.21 - - - - Chart continued on the next page Notes: •Model Numbers:The'SF'designates SuperFlex"Hose series.The'60'designates'A"Outlet Hose series.The'75'designates 3/4"Outlet Hose series.Inlet size 1". •Model Numbers:The"T'designates tall drops length hose series. The'ET*designates tall elbow drop hose series. The'E'designates elbow drop hose series.The'H' designates high pressure 300PSI working pressure hose series.THE'HE'designates high pressure 300PSI elbow hose series.The'F"designates high flow rate using 1 '/4 I.D. hose series.The"Di designates dry pendent system hose series. •Max ambient temperature rating on all model numbers are 300 F(148 Q •Equivalent lengths are shown with maximum number of 90'bends at the minimum bend radius per agency. 2-45'or 3-30'bends equal 1-90'bend.Different values were obtained by FM and UL due to the difference in minimum bend radius testing protocol and calculation methods. Please see individual standards for more information relative to Friction Loss(equivalent length of pipe) •All hoses require a minimum of one bend for installation. Bend radius tool available for'T"hose,"Si hose does not require bend radius tool. •20XX,SuperFlex"Hose,is UL Listed with MPT-24-BKT1 Bracket with largest k-factor of 16.8. •FM Equivalent length calculation includes Sprinkler Head friction loss.UL equivalent length calculation include the hose only. •FlexHead products are intended for use in hydraulically designed wet,pre-action,deluge or dry pendent sprinkler connections per NFPA 13, 13R and 13D guidelines. •See lis6ng(s)approval agency for latest approval details. www.flexhead.com FRICTION 1 DATA ► 1 Minimum Maximum Max Rated Pressure Outlet Hose Band Radius Number of Equivalent Length of tin.Diameter Schedule 40 Pipe(RI PSI Model Orifice Assembly 90' Bends Number Size Length FM UL (UL) [FM) (FM) 1 (FM) (FM) (FM) IFM) UL PSI FM PSI in(cm) in(m) in UL FM 5.6k-factor 8.0k-factor tt.2k-factor 14.0k-factor 16.8k-factor 22.4k-factor (mm) ! (mm) Ft(ml Ft(m) Ft fin) Ft(m) Ft(m) Ft(m) Ft(m) FLEXHEADI HIGH PRESSURE 1"INTERNAL DIAMETER(I.D.)HOSE SERIES 2024H-50 24(610) 3 2 11 18.415.6) 7.7(2.3) 7.6(2.3) 2036H-50 36(914) 3 3 16 26.6(8.1) 11.5(3.5) 11.5(3.5) 2048H-50 y' 48(1219) 8 3 4 4 20. 30.3 f9zl 15.314.6J 15.4 f4.71 300 PSI 300 PSI {t271 (200) (76.2) (20681(pal (2068Kpa) 20MH-50 60(15241 4 4 29 35.8(10.9) 19.1(5.8) 19.3(53) 2072H-50 72(1828) 4 4 35 45.6113.91 2317) 23.2(7) 202411-75 241610) 3 2 12 14.714.5) 14.7(4.5) 14.7(4.5) TI(2.1) 2036H-75 36(914) 3 3 18 21.816.8) 21.6(63) 21.816.6) 10.9(3.31 204BH-75 48(1219) 8 3 4 4 23 29(8,8) 30-6(9.31 2918.81 14.6{4.SJ 300 PSI 300 PSI 0.90) (2901 176.21 (20681(pa) (206BKpa) 206OH-75 60(1524) 4 4 29 36.1(11.0) 39.602) 36.1(11.0) 18.7(5.7) 2072H-75 72(1828) 4 4 32 43.2(13.1) 48.8(14.8) 43.2(13.1) 22.616.8) FLEXHEAD®HIGH PRESSURE ELBOW 2024HE-50 241610) 3 2 19 14.7(4.5) 6.8(2) 7.4(2.2) 2036HE-50 36(914) 3 3 23 21.8(6.6) 11.8(3.6) 12.5(3.8) 2048HE-50 A 48112191 8 3 4 4 27 Z9.0 feel 36.915.11 11.6(531 300 PSI 300 PSI (1.27) (200) (76.2) (206BKpa) (2068Kpa) 2060HE-50 60(1524) 4 4 32 36.1(11) 21.9(6.8) 22.8(6.9) 2072HE-50 72(1828) i 4 4 35 43.2(13.1 27(8.21 27.8(8.4) 2024HE-75 24(610) 3 2 18 14.714.5) - 14.714.5) 8.2(2.5) 2636HE-75 36(914h 3 3 23 21.8 MA 26(7.9) 21.816.61 13(3.9) 204SHE-75 Y. 48(1219) 8 3 4 4 23 29(8.6) 33(101 2918.8) 17.815-4) 300 PSI 300 PSI {1.90) (200) (76.2) (20681(pa) (201313Kpa) 2060H£-75 60(1524) 4 4 29 36.1(11.0) 40(12.2) 36.1(11.0) 22.6(6.8) 2072HE-75 72(1828) 4 4 32 43.2 Ill 3.1) 47(14.3) 43.2(13.1) 27.5(8.3) FLEXHEAD®DRY PENDENT SYSTEM 2024-DPS 24(610) - 1 - 18.4(5.61 73(2.3) 7.6(2.3) 7.1 12.1) 10313.3) 2036-DPS 36(814) 2 26.6(B.1) 11.5(2.3) 11.5(3.5) 10.9(33) 15.1(4.6) 2D48-OPS (2.54) 48(1219) (180) 3 30.3(9.21 15.3(3.5) 15.4(4.71 14$14.5) 21.516.5) (117 5) 2060,DPS 60115241 4 35.8(10.9) 19.1(5.8) 19.3(5.9) 18.7(5.71 25.3(7.7) 2072-OPS 72(1828) 4 45-6(13.9) 23(7) 23217) 22.6(6.9) 26.9(8.1) 1.25"INTERNAL DIAMETER(I.D.)HOSE SERIES 2036F-50 36(914) 1 4.1(1.2) 4.1(1.2) 4.1(1.2) 2048F50 {7 271 48(1219) (1901 2 5.4(1.6) 5.6(1.7) 5.7(1.7) 112051 2072F-50 72(1628) 4 8.0(24) 8-6(2.6) 9-1 12.7) 21311-75 36(914) 1 3.4(1.0) 3.4(1.01 2048E 15 11 90) 48(7219) [18DI 2 4.8I}51 4•$11.41 (1175 2051 2072F-75 720828) 4 7.612.3) 7.6(2.3) 2036F-100 361914) 2 3.4(1.0) 2048F-100 {2 ) 48(1219) 1701 3 4.8I7.4) (11205) 75 2072F-100 72118281 4 7.6I2.31 Notes: •Model Numbers:The"SF'designates SuperFlex"Hose series.The'50'designates Y2*Outlet Hose series.The'75'designates 3/"Outlet Hose series.Inlet size 1". •Model Numbers:The"T'designates tall drops length hose series. The"ET"designates tall elbow drop hose series.The"E'designates elbow drop hose series.The'H"designates high pressure 30OPSI working pressure hose series.THE'HE'designates high pressure 30OPSI elbow hose series.The"F'designates high flow rate using 1-1b LD.hose series.The'DIPS"designates dry pendent system hose series. •Max ambient temperature rating on all model numbers are 300 F(148 Q •Equivalent lengths are shown with maximum number of 90'bends at the minimum bend radius per agency.2-46°or 3-30°bends equal 1-90'bend,Different values were obtained by FM and UL due to the difference in minimum bend radius testing protocol and calculation methods.Please see Individual standards for more information relative to Friction Loss(equivalent length of pipe) •All hoses require a minimum of one bend for installation. Bend radius tool available for"T'hose,"SF"hose does not require bend radius tool. •2OXX,SuperFlex"Hose,is UL Listed with MPT-24-BKT1 Bracket with largest k-factor of 16.8, •FM Equivalent length calculation includes Sprinkler Head friction loss.UL equivalent length calculation include the hose only. •FlexHead products are intended for use in hydraulically designed wet,pre-action,deluge or dry pendent sprinkler connections per NFPA 13, 13R and 13D guidelines. •See listing(s)approval agency for latest approval details. 800.829.6975 We invented the concept of flexible fire protection' FLEXHEAD@ CEILING DETAIL FlexHea& Suspended Ceiling Detail FlexHead" MPO24BKT2 FlexHead' } Bracket MPT24BKT1 Bracketr " O o 0 0 0- — - --- ow _ _J — `Allows for bracket installation without pre-installing the ceiling tile F1eMead'R' Sheetrock Ceiling Detail FlexHead" MPO24BKT2 FlexHead' Bracket MPT24BKT1 Bracket/ _A: 4nu o y 1: Each FM approved and UL listed unit is ready to install, pressure-and leak-tested, and comes complete with a flexible stainless steel hose and mounting bracket with adjustable hub. FlexHead' Standard Hose 3" Bend Radius FlexHead" Standard Hose Shown per UL Guidelines (2 Bends Shown) with 3 Bends ®1 2 l.3 7 Notes: See SuperFlex'bend radius information on page 9.SuperFlex'-2"bend radius eliminates the need to count or measure the bends. 800.829.6975 www.flexhead.com FLEXHEAD@ CEILING DETAIL REGULAR 1"HOSE MODEL: j HOSE MODEL: ELBOW 1"H SE MODEL: REGULAR 1-1/4"HOSE MODEL: 20XXSF&20XXT SERIES $ H SERIR ES 20XXE, OXXHE, &20XXET SERIES 20XXF SERIES 1"NPT. --! NPT I NPf Sin CUT GROOVE Sin 1-I M"NPT THREAD OR OPTION WITH Sin 3in I-114"CUT GROOVE L 2oxx3F I I � OPTION wvauBLE L±20mm L220rnm L!.20mm Li20mm ______________ ______ _.__._-__-_-_r c. ---__- ____ -------------- ------ -----------PA-_ ------------- 117'NPT OR 314"NPf FEMALE THREAD -7 I.Sin 01.315in 4.SOin �— 4.50in 6.3in 2.25in SEE CHART 0 1,3150 0 1.66in �7,/Z'NPT OR 3M'NPT 1/2'NPT 314-NPT. FEMALE THREAD OR I"NPT FEMALE THREAD 0 1.315in I/7'NPT OR 3/4"NPT FEMALE THREAD MODEL# "Hose Assembly(L)Length Inches(mm►" "Drop—D""Size(Inches)" 2024E/2024HE 24(610) 2036E/2036HE 36(914) 2048E/2048HE 48(1219) 1.5,3.0,&4.0 2060E/2060HE 60(1524) 2072E/2072HE 72(1828) 2024ET 24(610) 2036ET 36(914) 2048ET 48 0 219) 5,71 2060ET 60 0524) 2072ET 72 0828) We invented the concept of flexible fire protection' . . . MAI Multiport Design (For use with T bar and Adjustable Design (For use with T-bar, Metal Metal Stud Applications) Stud and Chicago Grid Applications): standard sizes are 16", 24", 30" and 48" long Model # MP024BKT2 Model # AD016BKT3, AD02413KT3, AD030BKT3, AD048BKT3 �OVERALL LENGTH: 16%24",W.OR 48" 6.0`PATTERN 8'•,1T.15'.OR 24" 1.$ - R1.25 - ------ - I ill fi. - IIIIIEI } o o m } -- --- " � -- - - F ` L 01.315 _ ��.m.1'!'A l.l,YY vLilf T.1 ISI 8.7',{6.r.OR 22.7" SIOT coxes.: AD016:6 -2.37L A0024/ 16X -17 t. AD048!lax)-S 0-L PEN HUB DESIGN:'UH0-3" 3/8"-16 NUT 3/8"-16,L=1.0'BOLi 1.14" Multi-Position Tall Bracket (For use with T-bar, Wood and Metal Studs): 24" standard size collapsible to 14.5" and 16" long. Model # MPT24BKT1 241n r f60l:rrom O O l,(1dm►n o � , 14.5in [368.3mml www.flexhead.com FLEXH ' ' ® MMERCIAL PRODUCTS 24",36",48",60", 72"hose lengths, 24",36",48",60", 72"hose lengths. Rated working pressure 175psi,optional 300psi. Rated working pressure 175psi,optional 300psi. Straight model, Elbow model. Standard 1"I.D.,optional 1 4" I.D. SuperFlex Hose Lengths: 36",48"and 72" 24"Multiport Bracket for T-bar Grid or Metal 16"/24"/30"'/48"Adjustable Bracket for Stud applications. T-bar Grid,Chicago Grid or Metal Stud applications. Model #: MP024BKT2 Model #s:AD016BKT3/AD024BKT3/AD030BKT3/ ADO48BKT3 r � 1 411 Hat Channel Bracket System for Metal Stud or 24" Multi-Position Tall Bracket Hat Channel applications. Model #: MPT24BKT1 Model #:ADO24BKT3 win BKT-HTA i Bracket for Confined Space Armstrong p TechZone Ceiling Bracket Dry Pendent System for Freezer and applications having a concrete for use with Armstrong TechZone Cold Storage applications deck above the ceiling. Ceiling systems. ;odel#:20XX-DPS-UH03 Model #: UHO-3 Available in 6" long. Model #: SP06TZBK-r2 800.829.6975 We invented the concept of flexible fire protection' FLEXIBLE SPRINKLER rr ■ SE FITTINGS USE EXAMPLES f FM FM APPHpUfOAPPWM P APPROVED U lJ Q _ z.E it A f, Suspended Ceilings SuperFlex- Exhaust Ducts APPWM APPROM FM APPROVED r U� .t, Institutional Cold Storage and Freezer Cleanroom Ceilings Applications Flexible Sprinkler Hose Fittings were developed to satisfy specific needs of the industry, save the industry millions in losses, provide superior seismic protection and promote the installation of sprinklers. They have been evaluated for use by both Underwriters Laboratory and FM approvals and are tested to approval standards that were independently developed by the testing laboratories. The first listing for a Flexible Sprinkler Hose Fitting was in 1990. www.flexhead.com ' WARRANTY FLEXHEAD`k PRODUCTS LIMITED WARRANTY Flexhead Industries, Inc.warrants that its products will be free from defects in materials and workmanship under normal conditions of use and service when properly installed for a period of one year from date of sale. Our obligation under this warranty is limited to repairing or replacing any product that is returned to us with transportation charges prepaid within one year after the date of original sale and that our examination shows to our satisfaction to have been defective in materials or workmanship under normal conditions of use and service.The decision as to whether to repair or to replace any product shall be made by us,and any repair shall be made at our facility. Notwithstanding the foregoing,the following are specifically excluded from the coverage of this warranty: (a)Any product not manufactured by Flexhead Industries, Inc., including any sprinkler head(s)installed with or attached to a Flexhead Industries, Inc. product, provided, however, Flexhead Industries Inc. hereby assigns the right to enforce any original manufacturer's warranty of such product to the original purchaser of the Flexhead Industries, Inc. product(s). For the avoidance of doubt, Flexhead Industries, Inc.does not manufacture sprinkler heads and,therefore, does not warrant any such products. (b)defects resulting from ordinary wear and tear, including,without limitation,the replacement of the so-called poly bag components of any Flexhead Industries, Inc. product (c)products that have been altered in any manner by the buyer or by anyone other than Flexhead Industries, Inc. (d)products that have been subjected to misuse,abusive use, or damage by accident or casualty (e)products that have been installed or used in a manner contrary to our specifications, instructions or recommendation (f) products that have been installed or used in a manner that is not in compliance with all applicable requirements of any code, law, regulation or rule of any federal, state or local governmental or industry authority; and (g)products that have not been inspected and maintained in accordance with our specifications, instructions or recommendations, including,without limitation, our recommendations as to following the inspection and maintenance standards published by Factory Mutual Research Corporation (FMRC)and the National Fire Protection Association (NFPA); and (h)products that have been affected by Microbiologically Influenced Corrosion(MIC). This warranty is not assignable and shall benefit only the original purchaser of a Flexhead Industries, Inc. product, If any provision hereof or any portion of any provision shall be held invalid,the remainder of this Limited Warranty shall not be affected thereby,and all provisions of this Limited Warranty shall remain valid and in full force and effect to the fullest extent permitted by law,THIS WARRANTY IS IN LIEU OF ALL IMPLIED WARRANTIES, INCLUDING, BUT NOT LIMITED TO,WARRANTIES OF MERCHANTABILITY AND WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE. NOTWITHSTANDING ANY PROVISION TO THE CONTRARY HEREIN OR ANY APPLICABLE LAW TO THE CONTRARY, IN NO EVENT SHALL FLEXHEAD INDUSTRIES, INC. BE LIABLE FOR SPECIAL, INCIDENTAL OR CONSEQUENTIAL DAMAGES UNDER ANY CIRCUMSTANCES WHATSOEVER,WHETHER ARISING FROM ANY BREACH OF THIS LIMITED WARRANTY OR OTHERWISE ARISING FROM OR IN CONNECTION WITH THE USE OR OPERATION OF, OR ANY DEFECT IN,ANY FLEXHEAD INDUSTRIES, INC. PRODUCT, OR OTHERWISE.The risk of damages from any breach of warranty with respect to injury to any person will be born by the purchaser of Flexhead Industries, Inc. product. 800.829.6975 We invented the concept of flexible fire protection' 1 www.flexhead.com NOTES 800-829.6975 £08l-900irl-HX�'P3masaJ SIOU IIV'IeaallLUJa#ul I!AUV 640Z(�) l!/iJO 11H Pj"a-LN1 711WTI z Sd3 71ANTf eSStML�� © CIA d/�- WO3o PeGgXakj'MMM 9L69-668-008 / 33N31101 9696-E69-809/ 3NOHd 9tiL L0 dW 'uo}SIIIOH 1aaJ}S pueIMo-I 9g 0 N ag 96 w Q 14 0 � O � ,u kn PL rram�.•• w 3 !�, �' .a kn 00 m' O gz W �p ut a N w0aE92 00 CN 3oV A, ON ty V � � ca o � � � x _� •� � � a OZ z Cr N o t«. O 0 p W OGY Vd m a1 _ . ° 8 � 0 �z � 8 � V v � f a. _ QO w 8 0 Wci: d ;% G Or GC € v �> � F. y � � � a V � 2 2 W as BUILD MENT (� (� �/J VIL E OP R'il+ OK D E C E� �l E ID 938 KING E Ritl NY 10573 (914)9 9 39-5801 JUL 2 0 2021 A .or VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/Q MOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERMIT#: Approval Date: JUL 2 2 OZ1 Permit Fee: $ mtod Approval Signature: Other: Disapproved: (fees are non-refundable) tt***ttt*tt*ttttttttt****tttvet********tt***ttt,t*t#t*********tt*t**t****t***t*tttttt*tttkttt*****ttt*tttt REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: l. Properly completed& Signed Application, 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance.(Village of Rye Brook must be listed as certificate holder)&Workers Compensation Insurance on a NYS Board form(Form##C 105.2 or Forni#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL= $100.00/unit • COMMERCIAL=$350.00/unit. 5. Inspection by the Building Department for removal and/or installation. (48 hour notice required 6. Electrical work requires a separate Electrical Permit& Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit& Plumbing Inspection. Application dated, is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County, State&Federal laws,codes,rules and regulations. l. Address: nJ 00 II/t S a IJ EA I, I- L-- (L J SBL: Zone: 2 3- 2. Property Owner: a t,I Aj rJ a e-eaK Address: Phone#: q ( lt q. 3 q - (4S`Ocell#: email: t 3. Contractor: L LA(LlG Cz,0Srrza e-"i'l d'I'd Address:1O 0CkAC-6 S;- 1e4,', * 30 4 ACT-0 Phone#: 8 O V- 1 9 1 -1 30,4 Cell#: email: 4. Applicant: 0,0 t1 -r <7"he t W e, Address: LI d. Pt'-Rr4L. ImC7 Phone 4: C1 I ct Z�q -- D O Cell 4: 9 16 email:C1lrtif lyct^C(4+ kF P(gymOE,tzkr(isj' 5. Scope of Work:New Installation( )•Replacement( ) Removal( )•Other(/): 6. List Equipment: l P&A tS Y - P6 o Kos- H 446- ('u n P! G o./o y o ,S 3 - P L IF Y tt':'Sw5.sty GG-I I- G GA55Ca t4AJ,'--!5f .3 - WI Ft 'i'/ re,-wr:s ArJA-So J, C. F ✓ o57�1 Aas F-AAJ T Location of Equipment: M �, LA "�e'-Ds i8' S ►rJ r� O F 6U �.n e a t G AS sj�Tl�s w �t_t- 9, r p1 a r G I1 F-" ri -4-_�I 6_ r'L F��s-�-s . n� rf A _A s! F A�J I-✓ Q AT4. 0 o r7 8. Method of Installation/Removal(list all equipment needed to perform job): t 3/21/19 STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: SOVtACSt GAy&,J,6?AI I?M ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of indivIdual sigiiing 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 G�.�RAI,MAvl!!JLr for the legal owner and is duly authorized to make and file this application. (indicate architect,co tractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and beliefs 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 ant any accompanying approved plans and specifications,a&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 before me this Sworn to before me this C1 day of v.� ,20 _ day of .1 t✓t-Y 20 f Signature of Property Owker f Applicant x (%Ac_-e_ (1Z V,r"a-el NIG 1� Print Name of Property O er Print Name of ipplicant Notary Public otary 1pO1Hit! H. AA I NG SFIARI t�fELILI_O NOTARY PUBLIC-STATE OF NEW YORK Notary Public,State of New York N0.01 AR5046606 Na.01 MEGi G0063 Qualified In Westchester Count Qualified in Westchester County y M �9 2o-3 Commission Expires January 29 20�3 �`Commission Expifes 06-19-2 This application must be properly completed in its entirety and must include the notarize ignature(s) of t legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. a 3/21/ Table Of Contents Notes.........................................................................................................................................3 EquipmentBill Of Material.........................................................................................................4 EquipmentSchedules...............................................................................................................5 Design View Piping Diagrams...................................................................................................7 AutoCAD Piping &Wiring Diagrams.........................................................................................8 SubmittalDocuments................................................................................................................9 WarrantyDocument................................................................................................................20 2 Submittal Project Name: BLIND BROOK COUNTRY CLUB 5T (Revision 1 ) Contractor: POLYTEMP Engineer: Architect: Rep/Distributor: N&S SUPPLY Project Detail: Customer: BLIND BROOK COUNTRY CLUB Address: City: State: Zip: Submittal Date: 5/14/2021 Submitted By: Name: Stephanie Cunningham Company: N&S Supply LLC Email: Phone: Submittal Stage: For Approval yyro l C'4 O=� n O:C aw hilli .L i� C� o C � O C _ L.. .5 CD cr �.d u 0) M/ W ►�i) 4.0 T .11.41 T a _ o = 0 ii - a ,g �A 5 - o E - m x k m a E ? o TCL�f yr a a p � I w I I U � -----------a C — I .CL I I FL Cnw N f' U >— IJ ------------------- L=- - - ----—-------a-° 5 w 4 d i 0 r 1� U aC G d - C Lf? 0 0 R g via inr e [� §[ /} /} !! $! /� f [igLU ±} }$ ■ § [ ±3 ( k § i r §§ (( § k� e ! J � 2 ■f a_& & K\ IL R k§ ■i » $ E A O �§§ - CL /k ��. _ � $ , ■ 2»222 � } J ! §§§ , § §■m � ■ ■ ! { t 7 7 .12 �f ` ■ ,� ` ��|f {f/ Submittal Documents PLFY-EP30NEMU-ERI All ELECTRICMITSUEMSHI Job Name: System Reference: Date: SPECIFICATIONS Cooling Bluth 30,000 Heating Btu/h 34,000 Cooling I Heating capacity indicated at the maximum value at operation under the y:c following conditions: Heating I Indoor:80°F(21-1 C)DB1 ut F(r4 C)WB;Outdoor95°F IT CJ DB Heating I Indoor.70'F(21-3°C)DB;Outdoor 47°F(8.3°C)DB Y 43°F(&°C)1YVB S s - { Electrical Power Requirements 1-phase,208!230V,60Hz Minimum Circuit A 0.57 GENERAL FEATURES Ampacity,(MCA) • Square edge,sleek design • 3D turbo fan enabling increased airflow Recommended Fuse A 15 • Built-in 3D i-see Sensor'' Size • Improved installation features' • Occupancy detection" External a a • Energy saving features" 11-3/4 x 33-3/32 x 33-3/32 • Improved occupant comfort Unit In.(mm) (298 x 840 x 840) • Four fan speed settings including auto-fan • Comer pocket design for simplified installation Grill(PLP41EAEU) in(mm) 1-9/16 x 37-13/32 x 37-13132 • Built-in condensate lift mechanism designed to provide (40 x 950 x 950) up to 33-7/16"of lift • Ventilation air intake supported '30 FSee sensor-settings requlnts ellher PAR-40IN AAU ar PAR-CT01MAU-SB controller Unit Lbs(kg) 55(25) ACCESSORIES Grill(PLP-41EAEU) Lbs(kg) 11 (5) ❑Air Outlet Shutter Plate(3 pieces)(PAC-SJ37SP-E) ❑ High Efficiency Filter(PAC-SH59KF-E)•• ❑ Multi Function Casement(PAC-SJ4ITM-E) Unit Galvanized steel sheet ❑ Wireless Signal Receiver(PAR-SR4LU-E) Grill(PLP-41EAEU) White-MUNSELL(6.4Y 8.9/0.4) ❑ CN24 Relay Kit(CN24RELAY-KIT-CM3) ---in Wireless Remote Controller(PAR-SL100A-E) Cross fin D Blue Diamond[Advanced]Mini Condensate Pump w/ Reservoir&Sensor[208/230V](X87-721) ❑ Blue Diamond IMegaBlueAdvanced]Condensate Pump wl Reservoir&Sensor(X87-835) Type x Quantity Turbo fan x 1 -High efficiency 0aer requires use of multi-function casemerrl PAC-SJ4ITM-E Airflow Rate CFM 636-706-777-812 (Low-M id2-Mid 1-High) Motor Type DC motor Motor Output kW 0.12 Motor F.L.A. A 0.45 PP honeycomb (long life filter,anti-bacterial type) Refrigerant Piping Diameter Liquid(High Pressure) In.(mm) 3/8(9,52)Flare Gas(Low Pressure) In,(mm) 5/8(15.88)Flare In.(mm)TO.D.1-1/4(32) Sound Pressure Level Low-Mid2-Midi-High dB{A) 1 28-31 -33-35 Specifications are subject to change without notice_ 9 0 2021 Mitsubishi Electric Trane HVAC US,LLC Model: 1 DIMENSIONS € Unit: in (mm) — J 4C IA yl CY fte'w Ig61 91LSLt 511flT (q!) (INllf IlNrl L>q� W sz-1 Chef/f! ,q 16-4"19A 1-SE Di West LfLS!-I air Is, r y g(S#^-0ZI (so—o E +erg 8 Ygbff ll'6-1 l[El521 (Lf/SL, C € a +m 91r1. „ YgYr LOCI e a li•CL) ry ISYllif IE I-S lI�NORKkf'fl k� 1fG4o/I•r „c 5 II:Yf Y- mi l t S6LLB/1-F .. wi- ./ peg — 9oLEe;-I e ISr11 f£EII �° CZ Ol C(/IF-1 aY ;4�I ww Ws ' Il lq{I3ll:lvl em 2 3 s 7`i � a # �eosbL �•am .�• 19 a �P Iz- t4 x _ Ck' �Fu 66 .^-, Lnlmfn+rnxm " �,52 H. - '^o �G7 ILff Yf . 1340 Satellite Boulevard.Suwanee,GA 30024 Toll Free:800-433-4822 www.mehvac.com G % us Forma!PLFY-EP30NEMU-ER1-202103 Intertek Specifications are subject to change without notice. 10 ©2021 Mitsubishi Electric Trane HVAC US,LLC MODEL: A"L ELECTRIC Job Name: System Reference: Date. GENERAL FEATURES Square edge,sleek design • 3D i-see SensorTM available as an option Improved installation features' Occupancy detection' • Energy saving features' • Improved occupant comfort • Four fan speed settings including auto-fan Individual vane settings 2'x 2'size matches size of many ceiling tiles • Corner-pocket design for simplified installation • Built-in condensate lift mechanism designed to provide up to 33"of lift Ventilation air intake supported 'Requires a PAR-32MAA-J controller Specifications are subject to change without notice. OO 2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 11 ModelSPECIFICATIONS: PLFY-P18NFMU-E Nominal Capacity' Cooling Btu/h 18,000 Heating Btu/h 20,000 Electrical Electrical Power Requirements 1-phase 208-230V 60Hz Minimum Circuit Ampacity(MCA) A 0.5 Recommended Fuse Size A 15 External Dimensions(H x W x D) Unit in.(mm) 8-3/16 x 22-7116 x 22l7-16(208 x 570 x 570) Grill(SLP-18FAU) in.(mm) 13132 x 24-19/32 x 24-19132(10 x 625 x 625) Net Weight Unit Ibs(kg) 31.3(14.2) Grill(SLP-18FAU) Ibs(kg) 5.3(2.4) External Finish Unit Galvanized steel sheet Grill(SLP-18FAU) Munsell 1.OY 9.2/0.2 Coll Type Cross fin(Aluminum fin and copper tube) Fan Type x Quantity Turbo fan x 1 Airflow rate CFM 315-390-460 Motor Type DC motor Motor Output kW 0.05 Motor F.L.A. A 0.40 Air Filter PP honeycomb fabric(long life type) Refrigerant Piping Diameter Liquid(High Pressure) in.(mm) 1/4(6.35)Flare Gas(Low Pressure) in.(mm) 1/2(12.7)Flare Field Drain Pipe Size in.(mm) O.D.1-114(32) Sound Pressure Level(Low-Mid-High) dB(A) 33-39-43 'Cooling/Heating capacity indicated at the maximum value at operation under the following conditions: Cooling Indoor:81°F(27'C)DB/66'F(19°C)WB;Outdoor 95'F(35°C)DB Heating Indoor:68'F(20'C)DB;Outdoor 45'F(7°C)DB/43'F(6°C)WB Specifications are subject to change without notice. 12 ©2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. ACCESSORIES: r r Grille(required) ❑SLP-18FAU Grille with 3D i-see SensorTm ❑SLP-18FAEU i Comer Panel with 3D i-see Sensor"' ❑PAC-SFIME-E Signal Receiver Corner Panel ❑PAR-SFBFA E Wireless Remote Controller ❑PAR-FL32MA-E Wireless Remote Controller ❑PAR-SL100A-E Wireless Remote Receiver ❑PAR-FA32MA-E Wired MA Controller ❑PAR-33MAA-J Simple MA Controller ❑PAC-YT53CRAU Smart ME Remote Controller ❑PAR-U01 MEDU-K Wired Remote Sensor ❑PAC-SE4ITS-E Thermostat Interface ❑PAC-US444CN-1 Wireless Interface ❑PAC-WiS01 WF-E Connector cable for remote display ❑PAC-SA88HA-EP Connector for CN32(remote onlof) ❑PAC-SE55RA-E Remote Operation Adapter(with wire terminals for remote ON/OFF and operation status/error) ❑PAC-SF40RM-Er External Fan I Heater Control Relay Adapter ❑CN24RELAY-KIT-CM3 Drain Pan Level Sensor(Control for indoor unit shut off to prevent drain pan overflow) ❑DPLS2 1 Unable to use with wireless remote controller Specifications are subject to change without notice. 13 0 2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. DIMENSIONS: ' Unit: inch (mm) LIaYN PPE Ex.r[2 _ REPRISEWEArt PPE eDASI•wPu17.n tl416 7-231320961 7-23732f 196) FLAIiEO 12F SUSPENSRAI E0.1 0 nq OW u3R4 D PEFRIDEPENT PPE LLq'JOI�W41,p95 II FLPRED CDNVECiDn�1/LF it ——J——- I venue � T-J� _ ' cos Pw MOP LL °F� MAN-4ll1N5WNEMFE PER R" 'l O �(m IL5o, m5m f T/-23/3 5-29/32 22-711 157 I m - _ 1521 11891 2D-2V32t5251 a Cp FOR RENDTE fDNTR0.LEq PONEP SMRY _ PENSI N T PI1 H .gym g N TEWIPIAL�DCK TE-1 EIIXu •„� -1/ 7-7/16 - NDDDR/DUTDBOP u1A1 GNILLf rb ^/ 1D-15116%al1 Pry h CpM'EE_M TERFtUL RLOCk n NNmIG ENTRY v� 24-19] 16 51 ,L ^ 13-5/1613381 mWe ISL7 136i 12-7/3 2131DO REC—R Cp1NER PANEL h� v'S 1-23/32 1-t3132' AIR WTAKE HOLE TA r WFg11PID N 11E CAST OF 51ANDARD PAW1 +N N ANE rAnLE i�� m i DPArL w mW m ryo z -------- -------- 6 N� I it � I I 1 i j o i 1 i 'SEE ANNSDIL CORNER PANEL 12-3/<13241 9/32 70 31/32 =9J3t T r r n AR OUTLET HOLE—T—Nn LnsEDETAILS OF RECEIVING STANDARD PANEL 22-ti/46 TO 2L-i/3215]E-64D1 CEILING_q WfCE-E- 111T 1 H 1 EIEWC£NCY W. EL@WGENCY DPERAIKI S.TCKIKATNGI Su11CnItWL+KI F aESN PF IN—F L.._.._.._.._.._..—.._.._.._.._.._.._.._.._._..—,._..� AAMITSUBISHI W ELECTRIC COOLING & HEATING 1340 Satellite Boulevard,Suwanee,GA 30024 Toll Free:800-433-4822 www.mehvac.com IS. FORM#PLFY-PIBNFMII-E-201809 Intertek Specifications are subject to change without notice. 14 ©2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. MODEL: • TM MITSUBISHI Job Name: System Reference: Date: P Ana. w • MIFH2 MRCH2 ram,�1 ,� Mini Node M"I! Fin �. MRC2 MRCH2 REMOTE CONTROLLER SPECIFICATIONS Space temperature offset adjustment • Touch panel, Backlit, easy-to-read display • Space humidity offset adjustment • Used Redl-INKT"9 3.0 wireless technology Hide(on screen only) - Not compatible with MHK1, MOS1, and MCCH1 RedLINK 2.0 - Indoor temperature wireless technology environment. - Indoor humidity • User functions allow user to set Temperature Sensing Source - On/Off - MHK2 - Operation modes cool, heat,drying, fan - Indoor Unit - Set temperature(separate dual set points for heat and cool) RedLINK Wireless Indoor Air Sensor(IAS) - Fan speed setting - Average of MHK2 and RedLINK Wireless Indoor Air Sensor(IAS) - Airflow direction Indoor Humidity Source • Set temperature range Limits(dependent on the system connected) MHK2 Cooling from 50'to 99' F - RedLINK Wireless Indoor Air Sensor(IAS) Heating from 40°to 90'F Average of MHK2 and RedLINK Wireless Indoor Air Sensor(IAS) Auto from 50'to 90' F with dual temperature setting Improved indoor unit function code list • MHK2 Scheduling options: - Indoor unit type No Schedule - Expanded to 28 indoor unit codes MO-SU=Every day the same Reset to factory default MO-FR, SA, SU=5-1-1 schedule Uses two"AA"alkaline batteries(included) MO-FR, SA-SU=5-2 schedule Dimensions 4-5/64"x 4-5164"x 1-1/16"(104 x 104 x 27 mm) Each Day= Every day individual Operating Ambient Temperature. 32'to 120' F (0'to 48.9°C) Allow kumo cloud to be schedule holder Operating Relative Humidity: 5%to 90% • Hold function Temporary or Permanent schedule override MIFH2 WIRELESS RECEIVER SPECIFICATIONS: • Lockout: Included in MHK2 Kit - On Mounts next to or near indoor units to allow MRCH2 Remote - Off Controller operation • Connects to indoor unit control board with MRC2 Cable - Mode Dimensions 3-3132"H x 1-3/4' W x 39/64"D(74.8 x 44.4 x 15.4 - Fan Speed mm) - Set point Operating Ambient Temperature:-40'to 165' F(-40°to 73.9° C) - Vane Direction Operating Relative Humidity: 5%to 95% • Day/Time display with a 12 or 24-hour clock • Supports both Fahrenheit and Celsius MRC2 CABLE • RedLINKT"Wireless Connection Status Included in MHK2 Kit in the MIFH2 box • Filter sign display Connects MIFH2 Wireless Receiver to the CN105 connector on • Diagnostics: Displays and records error codes indoor unit control board • Adjustable auto mode deadband Length: 39-23164"(1 m) Specifications are subject to change without notice- 15 t 2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved MODEL: • . .t NOR f OFF :i r kumo cloud & MHK2 • kumo cloud and MHK2 can work together on the same WiFit. indoor unit with the following devices �1�= Wireless Interface 2 Wireless Interface 2 I PAC-USWHS002-WF-2 �. Wireless Interface 2 has an additional CN105 connector on it MHK2 kit MRCH2 • Compatibility with indoor units - All CITY MULTIs c �� - All P-Series 40w* - All M-series MRC2 Accessories n Wireless Interface 2(PAC-USWHS002-WF-2) ❑CN105 IT Extender(PAC-WHS01E-E) RedLINK 3.0 Wireless indoor Air Sensor Not sold by Mitsubishi Electric Trane HVAC LLC Honeywell(C7189R2002-2/U) • C MIFH2 To CNi05 on Specifications are subject to change without notice, Indoor Unit 1340 Satellite Boulevard.Suwanee,GA30024 control board Toll Free:800-433-4822 wwwmehvac.com ©2020 Mitsubishi Electric Trane HVAC US LLC.Alt rights reserved. M_Submittal_MHK2 kumo touch 03-2020 16 MODEL: PAC-USWHS002-WF-2 JWELECTRICMITSUBISHI Job Name: System Reference: Date: WIRELESS INTERFACE 2 SPECIFICATIONS Allows for a TraneO/Mitsubishi Electric indoor unit to communicate with to the kumo cloud'app and web service Works simultaneous with MHK1 alexa • Due to power requirements of the Wireless Interface 2 and MHK1, only the following units will be able to power both devices with the indoor unit: SEZ » P-Series SVZ » City Mu"r » SLZ NOTE:Refer to compatibility charts .. • Wireless connection over local W-Fi network with kumo cloud app Remote connection through kumo cloud app • Connection to indoor unit via CN105 • Mode button to enter Bluetooth Configuration to pair with Smart Phone with kumo cloud app • Reset button to reset all settings • 3 LEDs to display device status • Dimensions:(H x W x D)1.82 x 0.69 x 2.92 inches • Only compatible with 2AGHz Wi-Fi networks,cannot be used with 2AGHz&5GHz mesh networks » Radio protocol:IEEE 802.11b/g/n(20)-2.4 GHz only • Encryption:AES COMMUNICATION SETUP • Authentication:PSK • Works with the Google Assistant • Bluetooth Works with Amazon Alexa connection only used REQUIREMENTS during startup Compatible Trane®/Mitsubishi Electric indoor units �� See remote controller compatibility charts • Wireless Router �4 o Internet access required for initial setup and scheduling A Wireless Interface(PAC-USWHS002-WF-2) Compatible Software Platforms with the kumo cloud app: An 8.0 or later - Android 4.1 or later ■`l �i Fire OS 4.1 or later HARDWARE FEATURES u 00 0 0 • No Item Description • 1 Mode Button It activates Bluetooth configuration mode. 2 RESET button { It resets the system and ALL settings. 3 LED1 (Blue) It shows the wireless communication state. 4 LED2(Amber) Displays confirmation of reset button. 5 LED3(Green)LL� Displays Power status. REMOTE CONNECTION THROUGH INTERNET WIRELESS CONNECTION THROUGH LOCAL WI-FI NETWORK ---- Specifications are subject to change without notice. ®2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 17 WIRELESS - COMPATIBILITY Wireless Interface 2 and MHK2 Notes: 1. The Wireless Interface 2 has the same indoor unit compatibility list as the Wireless Interface 1. 2. The MHK2 and MHK1 are the only compatible controls product that can use the Wireless Interface 2's second CN105 port. 3. The MHK2 AUTO mode and scheduling features can be used when connected to the Wireless Interface 2 • The kumo cloud app cannot put the indoor unit into AUTO mode when connected to an MHK2 - The kumo cloud app can adjust the set point while in AUTO mode - MHK2 touch panel is the only way to put the indoor unit into AUTO mode. • MHK2 Installer Setting Option#150 determines if MHK2 or kumo cloud establishes the schedule 4. A MA remote controller cannot be used when an indoor unit is connected to a Wireless Interface 2 and MHK2 5, The IT Extender(PAC-WHS011E-E) cannot be used when an indoor unit is connected to Wireless Interface 2 and MHK2 6. The Wireless Interface 2 and MHK2 combination is compatible with the same indoor units as the Wireless Interface 2 compatibility table: All the same CITY MULTI', P-Series, and M-Series Indoor units that the Wireless Interface 2 L- is compatible with on page 2 WIRELESS INTERFACE AND MHKI NOTES & COMPATIBILITY CHARTS Wireless Interface 2 and MHK1 Notes: 1. The Wireless Interface 2 has the same indoor unit compatibility list as the Wireless Interface 1. 2. The MHK1 is the only compatible controls product that can use the Wireless Interface 2's second CN105 port. 3. The MHK1 AUTO mode and scheduling have to be disabled when connected to the Wireless Interface 2's second CN105 port. MHK1 needs to set two function codes to be compatible: • Set MHK1 Function Code#144 "System Changeover"to 0"Manual Changeover(Heat, Off, Cool)" • Set MHK1 Function Code#152 "Scheduled Off'to 0"Not Shown" 4. A MA remote controller cannot be used when an indoor unit is connected to a Wireless Interface 2 and MHK1 5. The IT Extender(PAC-WHS011E-E) cannot be used when an indoor unit is connected to Wireless Interface 2 and MHK1 6. The Wireless Interface 2 and MHK1 combination only work with the following indoor units: CITY MULTI*Wireless Interface 2 and MHKI Compatibility Chart All the same CITY MULTI Indoor units that the Wireless Interface 2 is compatible with on page 2 P-Series Wireless Interface 2 and MHK1 Compatibility Chart PCA-A**KA7.TH PEAD-A'*AA7 PLA-Al**EA7 PKA-A**HA7 PVA-A**AA7 M-Series Wireless Interface 2 and MHKI Compatibility Chart MSZ-GL**NA-U1 SEZ-KD**NA4RI.TH SLZ-KA*'NARI.TH SLZ-KF'*NA.TH SVZ-KP**NA MSZ-GS**NA-U1 **All capacities are compatible Specifications are subject to change without notice. ©2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 18 PAC-USWHS002-WF-2: COMPATIBILITY CHART PMFY-NMBU (E)NO MSZIIf-A NO (GA)NO (ER5)ADPT(After April 2012) (KA)NO {NA)NO KA4)OK PEFY-NMU (NMU-E)NO MSZIY D (NA-8)OK PCp` (KA431-11)OK (E)NO MSZ-EF OK (KA6)OK PEFY-NMAU (E2)ADPT(After April 2012) 7 (KA7)OK (E3)OK MSZ-FD NO (AA)NO PEFY NMHSU (E)ADPT OK(After Oct 2015) 09, 12(NA)NO PEA (AA4)OK (E)NO MSZ-FIE 09, 12(NA-8)OK (AA4RI.TH)OK PEFY-NMHU 18(NA)OK (AA6)OK (E2)ADPT(After April 2012) (AA)NO PEFY-NMLU (E)NO MSZ-FH OK PEAD (AA4)OK (E)NO MSZ-FS OK (AA5)OK PEFY-NMBU (AAA OK (ER2)ADPT(After June 2012) 06 to 18(NA)NO (FA)NO PLFY-NAMU (A)NO MSZJY-GE (NA-8)OK (GA)NO (E)NO (NA-9)OK (HA)NO (E)NO 24(NA)OK (HAL)NO PLFY-NBMU (ER2)ADPT(After April 2012) MSVY-GL OK (HA4)OK (E2)OK PKA (HA6)OK (E)NO MSZIY-GS OK (HA7)OK PLFY-NCMU (ER4)ADPT(After June 2012) (KA)NO MSZ-HE NO (KA4)OK PLFY-NEW (E)OK (KA6)OK MSZ-HM OK (KA7)OK PLFY NLMU (E)NO MSZ-JP OK (AA)NO PCFY-VKM NO (BA)NO MS-WA NO PLA (BA-1)NO PLFY-NFMU OK (BA4)OK MSZ-WR OK (BA6)OK PCFY NGMU (E)NO OK (EA7)OK MFZ-KA (E)NO PVA (AA4)OK PCFY-NKMU (E.TH)NO MFZ-KJ OK (AA7)OK (ER131-1)ADPT(After June 2012) (AA4)OK PFFY-NEMU (E)ADPT(After April 2012) MVZ (AA7)OK Legend: OK= Compatible PFFY-NKMU (E)ADPT(After April 2012) SVZ-KP OK NO= Not compatible PVFY-E00 (A)OK (NA)NO ADPT=Install IT signal adapter (B)OK SEZ-KD (KD4.1TH)OK PAC-IT51AD-E or PVFY-NAMU (E)OK (KD41l OK PAC-IT52AD-E for compatibility SLZ-KA OK PKFY-NAMU (E)NO SLZ-KF OK PKFY-NFMU (E)NO MLZ-KP OK PKFY-NGMU (E)NO (E)NO PKFY-NEMU (E2)ADPT (E2R1)ADPT(After April 2012) PKFY NHMU (E)NO (E2)ADPT(After May 2012) (E)NO PKFY-NKMU (E2)ADPT (E2.TH)ADPT(After June 2012) 1340 Satellite Boulevard.Suwanee,GA 30024 Toll Free.800-433-4822 www.mehvac.com FORM#M Submittal PAC-USWHS002-WF-2-202103 Specifications are subject to change without notice. 0 2021 Mitsubishi Electric Tirane HVAC US LLC.All rights reserved. 19 Warranty Document MITSUBISHI MITSUBISHI ELECTRIC US, INC. /t ELECTRIC Cooling&Heating 1340 Satellite Boulevard COOLING & HEATING Suwanee, GA 30024 LIMITED WARRANTY STATEMENT Mitsubishi Electric S-Series Split-ductless Air-conditioner and Heat Pump Systems Subject to the terms and conditions of this Limited Warranty,the Cooling&Heating Division of MITSUBISHI ELECTRIC US, INC.("MEUS")warrants to the original purchaser of this S-Series product if purchased on or after April 1,2015,from a licensed HVAC contractor and installed by such contractor in the continental United States,Alaska and Hawaii,that: A. The parts are warranted to the original owner for a period of one (1) year from the date of installation by a licensed contractor. MEUS will provide a replacement for any defective part without charge for the part. Parts used for replacement may be replaced with those of like kind and quality and may be new or remanufactured. Parts used for replacement are warranted for the remainder of the original 1-year warranty period. Defective parts must be made available to MEUS In exchange for the replacement part and become the property of MEUS. B. The compressor is warranted to the original owner for a period of seven (7) years from the date of installation by a licensed contractor. MEUS will replace the defective compressor without charge for the compressor. Replacement compressors are warranted for the remainder of the original 7-year warranty period. Compressors used for replacement may be of like kind and quality and me be new or remanufactured. Defective compressors must be made available to MEUS in exchange for the replacement compressor and become the property of MEUS. C. Notwithstanding the foregoing,the parts and compressor will be warranted for a period of ten(10)years to the original owner if: (1) the System is designed by a Diamond Designer using the MEUS Diamond System BuilderTM (2)the installing contractor has successfully completed the PUMY or CITY MULTI®MEUS approved training course, and(3)the contractor submits a completed and approved MEUS Extended Warranty Process report. Specifically, if any parts and/or the compressor should prove defective due to improper workmanship and/or material for a period of ten (10) years from the date of installation, MEUS will replace any defective parts or compressor without charge for the part or compressor.The replacement parts and/or compressor are warranted for the remainder of the original 10-year warranty period. Parts and/or compressors used for replacement may be of like kind and quality and may be new or remanufactured. Defective parts and/or compressors must be made available to MEUS in exchange for the replacement parts and become the property of MEUS. D. Notwithstanding the foregoing,the parts and compressor will be warranted for a period of twelve(12)years to the original owner for installation in a residential single-family home if:(1)the System is installed by an MEUS DIAMOND CONTRACTOR (2) the System is designed by a Diamond Designer using the MEUS Diamond System BuilderT1 (3)the installing contractor has successfully completed the PUMY or CITY MULTI®MEUS approved training course,and(4)the contractor submits a completed and approved MEUS Extended Warranty Process report. Specifically,if any parts and/or the compressor should prove defective due to improper workmanship and/or material for a period of twelve(12)years from the date of installation, MEUS will replace any defective parts or compressor without charge for the part or compressor.The replacement parts and/or compressor are warranted for the remainder of the original 12-year warranty period. Parts and/or compressors used for replacement may be of like kind and quality and may be new or remanufactured.Defective parts and/or compressors must be made available to MEUS in exchange for the replacement parts and become the property of MEUS. E. NO LABOR. These limited warranties do NOT include labor or any other costs incurred for service, repair, removal, installation, shipping or handling of defective or replacement S-Series product or parts. For certain items that are designed to be replaced by the owner, you are solely responsible for any replacement labor. Air filter cleaning for each indoor unit is normal consumer-required maintenance and this procedure is not covered under warranty. Please refer to the associated indoor unit's Operation Manual for air filter cleaning procedures. F. PROPER INSTALLATION; PROOF OF PURCHASE.This Limited Warranty applies only to Systems that are installed by licensed HVAC contractors who have completed any required MEUS training classes and who install the Systems in accordance with(i)all applicable building codes and permits; (ii)MEUS's installation and operation instructions;and (iii)good trade practices. MEUS may require satisfactory proof of purchase, installation and start-up of the System as a condition to providing replacement parts under this limited warranty. BEFORE REQUESTING SERVICE, please review the Installation,Technical Service,and Operation Manuals to insure proper installation and correct customer control adjustment for the S-Series System. If the problem persists please arrange for warranty service. April 2015 S-Series 1 20 4 MITSUBISHI MITSUBISHI ELECTRIC US, INC. /\ ELECTRIC Cooling & Heating 1340 Satellite Boulevard COOLING & HEATING Suwanee, GA 30024 1) TO OBTAIN WARRANTY PARTS SERVICE: a. Contact the licensed MEUS Contractor who installed the S-Series system (PUMY model outdoor unit, CITY MULTI indoor units, and CITY MULTI Controllers) or your nearest authorized MEUS Contractor, Dealer or Distributor, whose name and address may be obtained by referencing our website at www.mehvac.com. b. Proof of installation date is required when requesting warranty service. Present your sales receipt or other document which establishes proof and date of installation. In the absence of acceptable proof, the effective warranty date shall be considered 120 days after the date of manufacture stamped on the S- Series (PUMY model outdoor unit)product. c. This Limited Warranty applies only to Systems purchased on or after April 1, 2015, only while the S-Series system (PUMY model outdoor unit, CITY MULTI indoor units, and CITY MULTI Controllers) remains at the site of the original residential installation (except for mobile homes), and only to locations within the continental United States,Alaska and Hawaii. 2) THIS LIMITED WARRANTY DOES NOT COVER: property damages, malfunction or failure of the System, or personal injury caused by or resulting from: (a)accident, abuse, negligence or misuse(b)operating the System in a corrosive or wet environment, including those containing chlorine, fluorine or any other hazardous or harmful chemicals or environmental factors, including sea- or salt-water; (c) installation, alteration, repair or service by anyone other than a licensed contractor or other than pursuant to the manufacturer's instructions; (d) improper matching of System components; (e) improper sizing of the System; (f) improper or deferred maintenance contrary to the manufacturer's instructions; (g)physical abuse to or misuse of the System(including failure to perform any maintenance as described in the Operation manual such as air filter cleaning, or any System damaged by excessive physical or electrical stress; (h) Systems that have had a serial number or any part thereof altered, defaced or removed; (i)System used in any manner contrary to the Operation Manual; Q)freight damage; or (k) damage caused by force majeure or other factors such as power surge damage caused by lightning and fluctuations in or interruptions of electrical power. 3) THIS LIMITED WARRANTY ALSO EXCLUDES: (a) SERVICE CALLS WHERE NO DEFECT IN THE SYSTEM COVERED UNDER THIS WARRANTY IS FOUND: (b)System installation or set-ups; (c)Adjustments of user controls; (d) Systems purchased or installed outside the continental United States, Alaska and Hawaii; or (e) Systems purchased or installed prior to April 1,2015.Consult the operating instructions for information regarding user controls. 4) This Limited Warranty shall not be enlarged,extended or affected by, and no obligation or liability shall arise or grow out of, MEUS providing, directly or indirectly, any technical advice, information and/or service to original owner in connection with the System. 5) EXCEPT AS OTHERWISE PROVIDED IN THIS LIMITED WARRANTY, MEUS MAKES NO OTHER WARRANTIES OF ANY KIND WHATSOEVER REGARDING THE SYSTEM. MEUS DISCLAIMS AND EXCLUDES ALL WARRANTIES NOT EXPRSSLY PROVIDED HEREIN AND ALL REMEDIES WHICH, BUT FOR THIS PROVISION, MIGHT ARISE BY IMPLICATION OR OPERATION OF LAW, INCLUDING, WITHOUT LIMITATION, THE IMPLIED WARRANTIES OF MERCHANTABILITY, NON-INFRINGEMENT OF THIRD PARTY RIGHTS, AND OF FITNESS FOR ANY PARTICULAR PURPOSE. NO ONE IS AUTHORIZED TO CHANGE THIS LIMITED WARRANTY IN ANY RESPECT OR TO CREATE ANY OTHER OBLIGATION OR LIABILITY FOR MEUS IN CONNECTION WITH THE SYSTEM. MEUS DISCLAIMS ALL LIABILITY FOR THE ACTS, OMISSIONS AND CONDUCT OF ALL THIRD PARTIES (INCLUDING, WITHOUT LIMITATION,THE INSTALLING CONTRACTOR) IN CONNECTION WITH OR RELATED TO THE SYSTEM. 6) UNDER NO CIRCUMSTANCES SHALL MEUS BE LIABLE FOR ANY INDIRECT, INCIDENTAL, SPECIAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING,WITHOUT LIMITATION,INFRINGEMENT OF THIRD PARTY RIGHTS, LOST GOODWILL, LOST REVENUES OR PROFITS, WORK STOPPAGE, SYSTEM FAILURE, IMPAIRMENT OF OTHER GOODS, COSTS OF REMOVAL AND REINSTALLATION OF THE SYSTEM, LOSS OF USE, INJURY TO PERSONS OR PROPERTY ARISING OUT OR RELATED TO THE SYSTEM WHETHER BASED ON BREACH OF WARRANTY, BREACH OF CONTRACT, TORT OR OTHERWISE, EVEN IF MEUS HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGE. IN NO EVENT SHALL MEUS'S LIABILITY EXCEED THE ACTUAL PURCHASE PRICE OF THE SYSTEM WITH RESPECT TO WHICH ANY CLAIM IS MADE. 7) SOME STATES DO NOT ALLOW LIMITATIONS ON WARRANTIES OR EXCLUSIONS OR LIMITATION OF DAMAGES,SO THE ABOVE LIMITATIONS OR EXCLUSIONS MAY NOT APPLY. April 2015 S-Series 2 21 4 MITSUBISHI MITSUBISHI ELECTRIC US, INC. /\ ELECTRIC Cooling & Heating 1340 Satellite Boulevard COOLING & HEATING Suwanee, GA 30024 8) DISPUTE RESOLUTION. For any dispute with MEUS, you agree to first contact us by phone (800-433-4822) or e-mail (CustomerCare@a hvac.mea.com) or U.S. Mail at Mitsubishi Electric US, Inc., ATTN: Customer Care, 1340 Satellite Blvd., Suwanee, GA 30024, and attempt to resolve the dispute with us informally by providing your name, address, and contact information and describing the nature of the dispute. In the unlikely event that MEUS has not been able to resolve a dispute with you within 60 days of your original informal claim(or sooner if, in MEUS's opinion,a dispute is not likely to be resolved within 60 days),we each agree to resolve any claim, dispute, or controversy arising out of or in connection with or relating to this Limited Warranty, or the breach or alleged breach thereof(collectively, "Claims"), by binding arbitration before an arbitrator from Judicial Mediation and Arbitration Services ("JAMS")located in Gwinnett County, Georgia. JAMS may be contacted at www.jamsadr.com and will require you to pay an initial filing fee set by JAMS (unless you successfully apply for a waiver of this fee from JAMS). All other JAMS costs associated with the arbitration will be borne by MEUS. The arbitration will be conducted in Gwinnett County, Georgia, unless you request an in-person hearing where you live, or if you and MEUS agree otherwise. If the arbitrator decides in your favor, the award may include your costs of arbitration, your reasonable attorneys' fees and your reasonable costs for any expert and other witnesses, and any judgment on the award rendered by the arbitrator may be entered in any court of competent jurisdiction. If the arbitrator makes an award in your favor greater than MEUS's last written offer, MEUS will pay you the greater of the award or$500, plus your reasonable attorney's fees,if any,and reimburse any reasonable expenses(including reasonable expert witness fees and costs) that are reasonably accrued for investigating, preparing, and pursuing your claim in arbitration, as determined by the arbitrator or as agreed to by you and MEUS. Any judgment on the award rendered by the arbitrator may be entered in any court of competent jurisdiction. You may sue under state law in a small claims court of competent jurisdiction without first engaging in arbitration, but you must engage in arbitration before suing under the Federal Magnuson-Moss Act. 5) All claims must be brought in the parties' individual capacity,and not as a plaintiff or class member in any purported class or representative proceeding. This waiver applies to class arbitration unless such arbitration is necessary to effectuate the enforcement of the court class action waiver or in the event that class arbitration is expressly agreed to by MEUS. You agree that you and MEUS are each waiving the right to a trial by jury or to participate in a class action. 10) You may opt-out of the foregoing arbitration and class action/jury trial waiver provision of this Limited Warranty by notifying MEUS in writing within 30 days of purchase. Such written notification must be sent to Mitsubishi Electric US, Inc., ATTN: Legal,5900-A Katella Avenue,Cypress, CA 90630, and must include(1)your name,(2)your address, (3)your warranted product's serial number, and (4) a clear statement indicating that you do not wish to resolve disputes through arbitration and demonstrating compliance with the 30-day time limit to opt-out. 11) If any clause herein is found to be illegal or unenforceable,that clause will be severed from this Limited Warranty and the remainder of the Limited Warranty will be given full force and effect. As noted above, if a class action waiver of both court and arbitration class actions is found unenforceable, class arbitration will be expressly allowed under the Limited Warranty. 12) This Limited Warranty gives the original owner specific legal rights and the original owner may also have other rights that vary from state to state. 13) This Limited Warranty is valid only in the continental United States,Alaska and Hawaii,and it is not transferable. April 2015 5-Series 3 22 ! |§ � ||; ` tip f| �o \ �$§ |$� / k|� , 0 ,} c E £ } R 9)| !) ! (\k �) ui / �LA k { § " � g s qa fit C S H E A lit( s o ° oif lit IIII@ T H31 oeo Pal IN 3� � a L s F � aa � 5 y y v 1 3 Submittal Documents CITYMULTV . 0MITSUNSHI Job Name: System Reference: Date: SPECIFICATIONS Cooling Btu/h 30,000 F;! Heating Multi 34,000 'Cooling I Heating capacity indicated at the maximum value at operation under the y,. following conditions. Cooling I Indoor,s0'F(26.7'C)DB 1 t F(19'*F(8. Outdoor gY F(35'C)OB Heating I Indoor 70°F(21,1°G)DB;Ouutdoor 4T F{a.3'C)OB 143'F(e'C)WB 7EIedlricalwer1-phase,208 1230V,60Hz tscuit P 0.57 GENERAL FEATURES Ampacity(MCA) • Square edge,sleek design • 3D turbo fan enabling increased airflow Recommended Fuse A 15 • Built-in 3D i-see Sensor® Size • Improved installation features` • Occupancy detection" External a a • Energy saving features" 11-3/4 x 33-3/32 x 33-3132 • Improved occupant comfort Unit In.(mm) (298 x$40 x 840) • Four fan speed settings including auto-fan • Comer pocket design for simplified installation 1-9/16 x 37-13/32 x 37-13/32 • Built-in condensate lift mechanism designed to provide Grill(PLP-41 EAEU) In.(mm) (40 x 950 x 950) up to 33-7/16"of lift • Ventilation air intake supported °J6 iSee sensor°settings requires either PAEi-40MAAU or PAR-CT01MAU-55 controller 7C,61t, Lbtt(kg) 55(25)P-41EAf U) Lbs(kg) 11 (5) ACCESSORIES ❑ Air Outlet Shutter Plate(3 pieces)(PAC-SJ37SP-E) External Finish • High Efficiency Filter(PAC-SH59KF-E)"• ❑ Multi Function Casement(PAC-SJ4ITM-E) Unit Galvanized steel sheet ❑ Wireless Signal Receiver(PAR-SR4LU-E) Grill(PLP-41EAEU) White-MUNSELL(6.4Y 8.9/0.4) ❑ CN24 Relay Kit(CN24RELAY-KIT-CM3) ri Wireless Remote Controller(PAR-SL100A-E) Cross In ❑ Blue Diamond[Advanced]Mini Condensate Pump w/ Reservoir&Sensor[208/230M(X87-721) ❑ Blue Diamond[MegaBlue Advanced]Condensate Pump w/ Reservoir&Sensor(X87-835) Type x Quantity Turbo fan x 1 "High eficiency fiffer requires use of mutt-function casement:PAC-SJ41 TM-E Airflow Rate CFM 636-706-777-812 (Low-Mid2-M idl-High) Motor Type DC motor Motor Output kw 0.12 Motor FL-A. A 0.45 PP honeycomb (long life filter,anti-bacterial type) DiameterRefrigerant Piping Liquid(High Pressure} In.(rrlmy 318(9.52)Flare Gas(Low Pressure) In(mm) 5/8(15.88)Flare . . In.(mm) I O.D.1-1/4(32) Sound Pressure Level Low-Mid2-Midi-High dB(A) Specifications are subjecl to change without notice. 9 ®2021 Mitsubishi Electric Trane HVAC US,LLC . 0 Unit: in (mm) �� 10S£t£rsrtl i _ x■ Ile :c r1 /1 11� 2Vt11 —� N161 91611 91/S It It�nil Ylull dc[rl[F/[191 � � s�€ Im.911m Y 6 Zf/S[-101 Z6/iZ ip l6--m)9 A$-A 01 9Jt1I tits£-I51 fJf[ �� 8 009IIY•1 IO;SLI MCA V �91J1 „ 06 .,•.s It•Ll1 ,.rmE-5Z I't wvufrce uois+aes�si Iso11&'H 1l fL � :a e £ � 1 . n 5 xours wiu.atw '^ � € 5 7eitr b: KTYIii G� � w .".� 6g �S K it $r T ygyg ZVL•S dry IirZSE Y If[17 Z£l +s r bi a951fr1[-1 = E meewln-cf �$ �1S� ��- kffi sS€ YI/ll-9 � ariwe•..Ileourta ��'. �� 5l r � P14E 9 lawmlacK €, V r mg IYYSIoi SIi HIP R—H js � os5 . REg. >{ ��aW�g '�- �� Ybfelnm•tt 9 .. 1 4� an 1340 Satellite Boulevard.Suwanee,GA 30024 Toll Free:800-4334822 www,mehvac com c l I us Form#PLFY-EP30NEMU-ER1-202103 Intertek Specifications are subject to change without notice- 10 0 2021 Mitsubishi Electric Trane HVAC US,LLC MODEL: ' Job Name: System Reference: Date: GENERAL FEATURES • Square edge.sleek design • 3D i-see SensorTM available as an option • Improved installation featuresi • Occupancy detection' • Energy saving featuresi • Improved occupant comfort • Four fan speed settings including auto-fan Individual vane settings • 2'x 2'size matches size of many ceiling tiles • Corner-pocket design for simplified installation • Built-in condensate lift mechanism designed to provide up to 33"of lift • Ventilation air intake supported 'Requires a PAR-32MAA-J controller Specifications are subject to change without notice. ©2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 11 SPECIFICATIONS: PLFY-Pl8NFMU-E Model Nominal Capacity' Cooling Blum 18,000 Heating Btum 20,000 Electrical Electrical Power Requirements 1-phase 208-230V 60Hz Minimum Circuit Ampacity(MCA) A 0.5 Recommended Fuse Size A 15 External Dimensions(H x W x D) Unit in.(mm) 8-3/16 x 22-7/16 x 2217-16(208 x 570 x 570) Grill(SLP-18FAU) in.li 13/32 x 24-19/32 x 24-19/32(10 x 625 x 625) Net Weight Unit Ibs(kg) 31.3(14.2) Grill(SLP-18FAU) Ibs(kg) 5.3(2.4) External Finish Unit Galvanized steel sheet Grill(SLP-18FAU) Munsell 1.OY 9.210.2 Coil Type Cross fin(Aluminum fin and copper tube) Fan Type x Quantity Turbo fan x 1 Airflow rate CFM 315-390-460 Motor Type DC motor Motor Output kW 0.05 Motor F.L.A. A 0.40 Air Filter PP honeycomb fabric(long life type) Refrigerant Piping Diameter Liquid(High Pressure) in.(mm) 1/4(6.35)Flare Gas(Low Pressure) in.(mm) 112(12.7)Flare Field Drain Pipe Size in.(mm) O.D.1-1/4(32) Sound Pressure Level(Low-Mid-High) dB(A) 33-39-43 Cooling/Heating capacity indicated at the maximum value at operation under the following conditions: Cooling indoor:81'F(27"C)DB 166'F(19'C)WB;Outdoor 95'F(35'C)DB Heating Indoor:68'F(20'C)DB;Outdoor 45°F(7'C)DB/43'F(6'C)WB Specifications are subject to change without notice. 12 ©2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. ACCESSORIES: Grille(required) ❑SLP-18FAU Grille with 3D i-see SensorTm ❑SLP-18FAEU Corner Panel with 3D i-see SensorTm ❑PAC-SF1 ME-E Signal Receiver Comer Panel ❑PAR-SFQFA-E Wireless Remote Controller ❑PAR-FL32MA-E Wireless Remote Controller ❑PAR-SL100A-E Wireless Remote Receiver ❑PAR-FA32MA-E Wired MA Controller ❑PAR-33MAA-J Simple MA Controller ❑PAC-YT53CRAU Smart ME Remote Controller ❑PAR-U01 MEDU-K Wired Remote Sensor ❑PAC-SE41TS-E Thermostat Interface ❑PAC-US444CN-1 Wireless Interface ❑PAC-WHS01WF-E Connector cable for remote display ❑PAC-SA88HA-EP Connector for CN32(remote on/off) ❑PAC-SE55RA-E Remote Operation Adapter(with wire terminals for remote ON/OFF and operation status/error) ❑PAC-SF40RM-El External Fan!Heater Control Relay Adapter ❑CN24REIAY-KIT CM3 Drain Pan Level Sensor(Control for indoor unit shut off to prevent drain pan overflow) ❑DPLS2 Unable to use with wireless remote controller Specifications are subject to change without notice. 13 ©2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. DIMENSIONS: PLFY-PlBNFMU-E Unit:inch(mm) 0A.-Pft Hu+1Nul[Y.Q REPRCEREM PPE 1GASrrv7rrp T1 V<I 7-23t3 11961. 7-21132,196, j fLYREO[BAEEIpN•v1F 5XyA3�r.S+Ou.BLu� C L j FL ARED PPE 1Lg1lpl•rvalr Fi I FLIRED J'd&ECTW WF no .�c. _ j I ^ ry rIP iLNI[Aa! y°• fiXM firvY.SRDi�lrai NE FE MPHE RTr •� T � X a I4501 t1591 MN17-23+' 5-29r 2 y -711 1 7 1 _ F(q Rimm ERRIRR.F. F9YER SN9Rv p?. Q 1521 1B91 P 20-211132i52T 1PIT X — H TERIRYL BLDcIf AppDRrpy1DDDA-1 IERIR+4 BLOCY ^' _ .V 7-7n `'�'" ry gig cD1IECTNG)EAaY1 BlOCB 1E-15,161,81, C/h/E n 6AP%71A"K S_ m wiND ERTRY 1-/ 1 ) ;ro 113 RECErvER cpLrER PN:EL 1 y E R iipTNP N TK[Y%Di �� Lar STA1pARp PArFL 1 YFE YDRILC r.� � r •�.. IIR1N HDl 1 I ^� rL I i I i o i s T p I r-SEE SEX3011 CORER PAK1 12-31<132<1 lY Yll 1 PDSrtgH 18-1110<p81 AR DU7 7 f..._.._,_.. ._._._..._.._._.._.._._.._.._.._.._. r BYDIINC N 11E CASE O 1 v 12 TO 351 IT,S•2f,51 S1YWYRD PYrEL l pETAILS (1F RECEIVING 9r32 TO 31/ 2-fl/16 iC 41r 11 T6-B105[EM.ING XDEE 90 T it j jIffil RECUAR / , � � I EEPrpSIISTVQ Be L. I J •.7r LF T i EKP%K7 DPERAT*N EIERCEKI DPERAI,K� Sr11CwEATRW SYPKXICmw FRESH AR N1.AKE t.._.._.._._.._.._.._.._.._.._.._.._.—.._��.._..J JIAMITSUBISHI L ELECTRIC COOLING & HEATING 1340 Satellite Boulevard,Suwanee,GA 30024 Toll Free:8 004 3 3-48 2 2 www.mehvac.com c mus FORM#PLFY-P18NFMU-E-201809 Intertek Specifications are subject to change without notice. 14 Co2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. • 1 • touch TM MffSLIBKH ' At ELECTRIC Job Name: System Reference: Date: • MIFH2 HIdJ"I MRCH2 -i l l iij Iq w V.I. F- MRC2 MRCH2 REMOTE CONTROLLER SPECIFICATIONS Space temperature offset adjustment • Touch panel, Backlit,easy-to-read display • Space humidity offset adjustment • Used Redl-INKTM' 3.0 wireless technology Hide(on screen only) - Not compatible with MHK1, MOS1, and MCCH1 RedLINK 2.0 - Indoor temperature wireless technology environment. - Indoor humidity • User functions allow user to set: Temperature Sensing Source - On/Off - MHK2 - Operation modes cool, heat,drying,fan - Indoor Unit - Set temperature(separate dual set points for heat and cool) - Red LINK Wireless Indoor Air Sensor(IAS) - Fan speed setting - Average of MHK2 and RedLINK Wireless Indoor Air Sensor(IAS) - Airflow direction Indoor Humidity Source • Set temperature range limits(dependent on the system connected): - MHK2 - Cooling from 50°to 99' F - RedLINK Wireless Indoor Air Sensor(IAS) - Heating from 40'to 90' F - Average of MHK2 and RedLINK Wireless Indoor Air Sensor(IAS) - Auto from 50°to 90' F with dual temperature setting Improved indoor unit function code list • MHK2 Scheduling options: - Indoor unit type - No Schedule - Expanded to 28 indoor unit codes - MO-SU=Every day the same Reset to factory default - MO-FR„SA, SU=5-1-1 schedule Uses two"AA"alkaline batteries(included) - MO-FR, SA-SU=5-2 schedule Dimensions:4-5/64"x 4-5/64"x 1-1/16"(104 x 104 x 27 mm) - Each Day=Every day individual • Operating Ambient Temperature: 32°to 120' F(0'to 48.9°C) - Allow kumo cloud to be schedule holder Operating Relative Humidity: 5%to 90% • Hold function • Temporary or Permanent schedule override MIFH2 WIRELESS RECEIVER SPECIFICATIONS: • Lockout: Included in MHK2 Kit - On Mounts next to or near indoor units to allow MRCH2 Remote - Off Controller operation - Mode Connects to indoor unit control board with MRC2 Cable • Dimensions:3-3/32" H x 1-3/4"W x 39/64"D(74.8 x 44.4 x 15.4 - Fan Speed mm) - Set point Operating Ambient Temperature:-40'to 165'F(-40°to 73.9°C) - Vane Direction Operating Relative Humidity: 5%to 95% • DayfTime display with a 12 or 24-hour clock • Supports both Fahrenheit and Celsius MRC2 CABLE • Redl-INKTM Wireless Connection Status • Included in MHK2 Kit in the MIFH2 box • Filter sign display • Connects MIFH2 Wireless Receiver to the CN105 connector on • Diagnostics: Displays and records error codes indoor unit control board • Adjustable auto mode deadband • Length: 39-23164"(1 m) Specifications are subject to change without notice. 15 ®2020 Mitsubishi Electric Trane HVAC US LLC.AA rights reserved. MODEL: • • 11 �41 • ''' ".. OFF iMW r^IL r s kumo cloud & MHK2 3010- • kumo cloud and MHK2 can work together on the same WFi indoor unit with the following devices: d 4 - Wireless Interface 2 PAC-USWHS002-WF-2 Wireless Interface 2 Wireless Interface 2 has an additional CN105 connector on it - MHK2 kit MRCH2 • Compatibility with indoor units: - All CITY MULTI® - All P-Series FA- - All M-series MRC2 Accessories ❑Wireless Interface 2(PAC-USWHS002-WF-2) ❑CN105 IT Extender(PAC-WHS01 E-E) ❑RedLINK 3.0 Wireless Indoor Air Sensor - Not sold by Mitsubishi Electric Trane HVAC LLC - Honeywell(C7189R2002-21U) k • C — MIFH2 To CN105 on Specifications are subject to change without notice. Indoor Unit 1340 Satellite Boulevard,Suwanee,GA 30024 control board Toll Free:800-433-4822 www.mehvac.com ®2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. M Submittal MHK2 kumo touch 03-2020 16 MODEL: i0MITSUBISHI Job Name: System Reference: Date: WIRELESS INTERFACE 2 SPECIFICATIONS • Allows for a TranelllMltsubishi Electric indoor unit to communicate with to the kumo cloud'app and web service • Works simultaneous with MHK1 10 pRiS"T" l Due to power requirements of the Wireless Interface 2 and MHK1, alexd - only the following units will be able to power both devices with the indoor unit: SEZ » P-Series Gym SVZ » City MUlti" » SLZ NOTE:Refer to compatibility charts LimWirer, + Remote ess connection over local connectionconn ction through kumo cloud app-Fi network month kumo cloud app • Connection to indoor unit via CN105 • Mode button to enter Bluetooth Configuration to pair with Smart Phone with kumo cloud app • Reset button to reset all settings • 3 LEDs to display device status • Dimensions:(H x W x D)1.82 x 0.69 x 2.92 inches • Only compatible with 2.4GHz Wi-Fi networks,cannot be used with 2.4GHIz&5GHz mesh networks » Radio protocol:IEEE 802.11 blgln(20)-2.4 GHz only • Encryption:AES COMMUNICATION SETUP • Authentication:PSK • Works with the Google Assistant • Bluetooth Works with Amazon Alexa connection only used REQUIREMENTS during startup Compatible Trane°}1Milsubishi Electric indoor units ` o - See remote controller compatibility charts • Wireless Router �1 o Internet access required for initial setup and scheduling Wireless Interface(PAC-USWHS002-WF-2) �► Compatible Software Platforms with the kumo cloud app: Fi `= And Android 4.later - Android 4.1 or later tta �+ Fire OS 4.1 or later 00 HARDWARE FEATURES o go 0 0 • • No Item Description • 1 Mode Button It activates Bluetooth configuration mode. 2 RESET button It resets the system and ALL settings. 3 LED1 (Blue) It shows the wireless communication state. 4 LED2(Amber) Displays confirmation of reset button. 5 LED3(Green) Displays Power status. REMOTE CONNECTION THROUGH INTERNET WIRELESS CONNECTION THROUGH LOCAL WI-FI NETWORK Specifications are subject to change without notice. 0 2021 Mitsubishi Electric Trane HVAC US I.I.C.All rights reserved. 17 WIRELESS 1 MHK2 NOTES & COMPATIBILITY CHARTS Wireless Interface 2 and MHK2 Notes: 1. The Wireless Interface 2 has the same indoor unit compatibility list as the Wireless Interface 1. 2. The MHK2 and MHK1 are the only compatible controls product that can use the Wireless Interface 2's second CN105 port. 3. The MHK2 AUTO mode and scheduling features can be used when connected to the Wireless Interface 2 • The kumo cloud app cannot put the indoor unit into AUTO mode when connected to an MHK2 - The kumo cloud app can adjust the set point while in AUTO mode - MHK2 touch panel is the only way to put the indoor unit into AUTO mode. * MHK2 Installer Setting Option#150 determines if MHK2 or kumo cloud establishes the schedule 4. A MA remote controller cannot be used when an indoor unit is connected to a Wireless Interface 2 and MHK2 5. The IT Extender(PAC-WHS011E-E) cannot be used when an indoor unit is connected to Wireless Interface 2 and MHK2 6. The Wireless Interface 2 and MHK2 combination is compatible with the same indoor units as the Wireless Interface 2 compatibility table: —Wilrelless Interface-2 f f 1 : 9 All the same CITY MULTI®, P-Series, and M-Series Indoor units that the Wireless Interface 2 is compatible with on page 2 WIRELESS INTERFACE 2 AND MHKI NOTES & COMPATIBILITY CHARTS Wireless Interface 2 and MHK1 Notes: 1. The Wireless Interface 2 has the same indoor unit compatibility list as the Wireless Interface 1. 2. The MHK1 is the only compatible controls product that can use the Wireless Interface 2's second CN105 port. 3. The MHK1 AUTO mode and scheduling have to be disabled when connected to the Wireless Interface 2's second CN105 port. MHK1 needs to set two function codes to be compatible: • Set MHK1 Function Code#144"System Changeover"to 0"Manual Changeover(Heat, Off, Cool)" • Set MHK1 Function Code#152"Scheduled Off'to 0"Not Shown" 4. A MA remote controller cannot be used when an indoor unit is connected to a Wireless Interface 2 and MHK1 5. The IT Extender(PAC-WHS011E-E)cannot be used when an indoor unit is connected to Wireless Interface 2 and MHK1 6. The Wireless Interface 2 and MHK1 combination only work with the following indoor units: CompatibilityCITY MULTIO Wireless Interface 2 and MHKII All the same CITY MULTI Indoor units that the Wireless Interface 2 is compatible with on page 2 P-Series Wireless Interface 2 and MHKII Compatibility Chart PCA-A**KA7.TH PEAD-A**AA7 PLA-Al**EA7 PKA-A**HA7 PVA-A**AA7 M-Series Wireless Interface 2 1 MHKI Compatibility MSZ-GL**NA-U1 SEZ-KD**NA4RI.TH SLZ-KA**NARI.TH SLZ-KF**NA.TH SVZ-KP**NA MSZ-GS**NA-U1 "All capacities are compatible Specifications are subject to change without notice. ®2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 18 IICOMPATIBILITY Lit PMFY-NMBU (E)NO MSZ/Y-A NO (GA)NO (ER5)ADPT(After April 2012) (KA)NO PEFY-NMU (NMU-E)NO MSZlY-D (NA)NO PCA (KA4)OK (NA-8)OK (KA4,TH)OK (E)NO MSZ-EF OK (KA6)OK PEFY-NMAU (E2)ADPT(After April 2012) (KA7)OK (E3)OK MSZ-FD NO (AA)NO PEFY-NMHSU (E)ADPT OK(After Oct 2015) 09, 12(NA)NO PEA (AA4)OK (E}NO MSZ-FE 09, 12(NA-8)OK (AMRI.TH)OK PEFY-NMHU 18(NA)OK (AA6)OK (E2)ADPT(After April 2012) (AA)NO PEFY-NMLU (E)NO MSZ-FH OK PEAR (AA4)OK PEFY-NMBU (E NO ) MSZ-FS OK (AA7)OK (ER2)ADPT(After June 2012) 06 to 18(NA)NO {A)NO (NA-8)OK (FA)NO PLFY-NAMU MSZfY-GE (GA)NO (E)NO (NA-9)OK (HA)NO (E)NO 24(NA)OK (HAL)NO PLFY-NBMU (ER2)ADPT(After April 2012) MSZIY-GL OK (HA4)OK (E2)OK PKA (HA6)OK MSZ/Y-GS OK (HA7)OK PLFY-NCMU (ER4 ADPT(After June 2012) (KA)NO MSZ-HE NO (KA4)OK PLFY-NEMU (E)OK (KA6)OK MSZ-HM OK (KA7)OK PLFY-NLMU (E)NO MSZ-JP OK (AA)NO PCFY-VKM NO (BA)NO MS-WA NO PLA (BA-1)NO PLFY-NFMU OK (BA4)OK MSZ-WR OK (BA6)OK PCFY-NGMU (E)NO (EA7)OK MFZ-KA OK (E)NO PVA (AA4)OK PCFY-NKMU (E.TH)NO MFZ-KJ OK (AA7)OK (ER131-1)ADPT(After June 2012) (AA4)OK PFFY-NEMU (E)ADPT(After April 2012) MVZ (AA7)OK Legend: OK= Compatible PFFY-NRMU (E)ADPT(After April 2012) SVZ-KP OK NO= Not compatible A OK (NA)NO ADPT=Install IT signal adapter .PVFY-EDO (B)OK SEZ-KD (KD4.1TH)OK PAC-IT51AD-E or PVFY-NAMU (E)OK (KD4RI.TH)OK PAC-IT52AD-E for compatibility SLZ-KA OK PKFY-NAMU (E)NO SLZ-KF OK PKFY-NFMU (E)NO MLZ-KP OK PKFY-NGMU (E)NO (E)NO PKFY-NBMU (E2)ADPT (E2R 1)ADPT(After April 2012) PKFY-NRMU (E2)ADPT(After May 2012) (E)NO PKFY-NKMU (E2)ADPT (E2.TH)ADPT(After June 2012) 1340 Satellite Boulevard.Suwanee,GA 30024 Toll Free:800-433A822 www.mehvac.00m FORM#M Submittal PAC-USWHS002-WF-2-202103 Specifications are subject to change without notice. ®2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 19 Warranty Document MITSUBISHI MITSUBISHI ELECTRIC US, INC. AWW ELECTRIC Cooling & Heating 1340 Satellite Boulevard COOLING & HEATING Suwanee, GA 30024 LIMITED WARRANTY STATEMENT Mitsubishi Electric S-Series Split-ductless Air-conditioner and Heat Pump Systems Subject to the terms and conditions of this Limited Warranty,the Cooling&Heating Division of MITSUBISHI ELECTRIC US, INC.("MEUS")warrants to the original purchaser of this S-Series product if purchased on or after April 1,2015,from a licensed HVAC contractor and installed by such contractor in the continental United States,Alaska and Hawaii,that: A. The parts are warranted to the original owner for a period of one (1) year from the date of installation by a licensed contractor. MEUS will provide a replacement for any defective part without charge for the part. Parts used for replacement may be replaced with those of like kind and quality and may be new or remanufactured, Parts used for replacement are warranted for the remainder of the original 1-year warranty period. Defective parts must be made available to MEUS in exchange for the replacement part and become the property of MEUS. B. The compressor is warranted to the original owner for a period of seven (7) years from the date of installation by a licensed contractor. MEUS will replace the defective compressor without charge for the compressor. Replacement compressors are warranted for the remainder of the original 7-year warranty period. Compressors used for replacement may be of like kind and quality and me be new or remanufactured. Defective compressors must be made available to MEUS in exchange for the replacement compressor and become the property of MEUS. C. Notwithstanding the foregoing,the parts and compressor will be warranted for a period of ten(10)years to the original owner if: (1) the System is designed by a Diamond Designer using the MEUS Diamond System Builder TM (2)the installing contractor has successfully completed the PUMY or CITY MULTI®MEUS approved training course, and (3)the contractor submits a completed and approved MEUS Extended Warranty Process report. Specifically, if any parts and/or the compressor should prove defective due to improper workmanship and/or material for a period of ten (10) years from the date of installation, MEUS will replace any defective parts or compressor without charge for the part or compressor.The replacement parts and/or compressor are warranted for the remainder of the original 10-year warranty period. Parts and/or compressors used for replacement may be of like kind and quality and may be new or remanufactured. Defective parts and/or compressors must be made available to MEUS in exchange for the replacement parts and become the property of MEUS. D. Notwithstanding the foregoing,the parts and compressor will be warranted for a period of twelve(12)years to the original owner for installation in a residential single-family home if: (1)the System is installed by an MEUS DIAMOND CONTRACTOR (2) the System is designed by a Diamond Designer using the MEUS Diamond System Builderlm (3) the installing contractor has successfully completed the PUMY or CITY MULTI MEUS approved training course,and(4)the contractor submits a completed and approved MEUS Extended Warranty Process report. Specifically,if any parts and/or the compressor should prove defective due to improper workmanship and/or material for a period of twelve(12)years from the date of installation, MEUS will replace any defective parts or compressor without charge for the part or compressor.The replacement parts and/or compressor are warranted for the remainder of the original 12-year warranty period. Parts and/or compressors used for replacement may be of like kind and quality and may be new or remanufactured. Defective parts and/or compressors must be made available to MEUS in exchange for the replacement parts and become the property of MEUS. E. NO LABOR, These limited warranties do NOT include labor or any other costs incurred for service, repair, removal, installation, shipping or handling of defective or replacement S-Series product or parts. For certain items that are designed to be replaced by the owner, you are solely responsible for any replacement labor. Air filter cleaning for each indoor unit is normal consumer-required maintenance and this procedure is not covered under warranty. Please refer to the associated indoor unit's Operation Manual for air filter cleaning procedures. F. PROPER INSTALLATION; PROOF OF PURCHASE.This Limited Warranty applies only to Systems that are installed by licensed HVAC contractors who have completed any required MEUS training classes and who install the Systems in accordance with(i)all applicable building codes and permits; (ii)MEUS's installation and operation instructions, and (ii)good trade practices. MEUS may require satisfactory proof of purchase,installation and start-up of the System as a condition to providing replacement parts under this limited warranty. BEFORE REQUESTING SERVICE, please review the Installation,Technical Service,and Operation Manuals to insure proper installation and correct customer control adjustment for the S-Series System. If the problem persists please arrange for warranty service. April 2015 S-Series 20 MITSUBISHI MITSUBISHI ELECTRIC US, INC. k ELECTRIC Cooling& Heating 1340 Satellite Boulevard COOLING & HEATING Suwanee, GA 30024 1) TO OBTAIN WARRANTY PARTS SERVICE: a. Contact the licensed MEUS Contractor who Installed the S-Series system (PUMP model outdoor unit, CITY MULTI indoor units, and CITY MULTI Controllers) or your nearest authorized MEUS Contractor, Dealer or Distributor, whose name and address may be obtained by referencing our website at www.mehvac.com. b. Proof of installation date is required when requesting warranty service. Present your sales receipt or other document which establishes proof and date of installation. In the absence of acceptable proof, the effective warranty date shall be considered 120 days after the date of manufacture stamped on the S- Series (PUMY model outdoor unit)product. c. This Limited Warranty applies only to Systems purchased on or after April 1, 2015, only while the S-Series system (PUMY model outdoor unit, CITY MULTI indoor units, and CITY MULTI Controllers) remains at the site of the original residential installation (except for mobile homes), and only to locations within the continental United States,Alaska and Hawaii. 2) THIS LIMITED WARRANTY DOES NOT COVER: property damages, malfunction or failure of the System, or personal injury caused by or resulting from: (a)accident, abuse, negligence or misuse (b) operating the System in a corrosive or wet environment, including those containing chlorine, fluorine or any other hazardous or harmful chemicals or environmental factors, including sea- or salt-water; (c) installation, alteration, repair or service by anyone other than a licensed contractor or other than pursuant to the manufacturer's instructions; (d) improper matching of System components; (e) improper sizing of the System; (f) improper or deferred maintenance contrary to the manufacturer's instructions; (g)physical abuse to or misuse of the System(including failure to perform any maintenance as described in the Operation manual such as air filter cleaning, or any System damaged by excessive physical or electrical stress; (h) Systems that have had a serial number or any part thereof altered, defaced or removed; (i)System used in any manner contrary to the Operation Manual; 0) freight damage; or(k) damage caused by force majeure or other factors such as power surge damage caused by lightning and fluctuations in or interruptions of electrical power. 3) THIS LIMITED WARRANTY ALSO EXCLUDES: (a) SERVICE CALLS WHERE NO DEFECT IN THE SYSTEM COVERED UNDER THIS WARRANTY IS FOUND: (b)System installation or set-ups; (c)Adjustments of user controls; (d) Systems purchased or installed outside the continental United States, Alaska and Hawaii; or (e) Systems purchased or installed prior to April 1, 2015- Consult the operating instructions for information regarding user controls. 4) This Limited Warranty shall not be enlarged, extended or affected by, and no obligation or liability shall arise or grow out of, MEUS providing, directly or indirectly, any technical advice, information and/or service to original owner in connection with the System. 5) EXCEPT AS OTHERWISE PROVIDED IN THIS LIMITED WARRANTY, MEUS MAKES NO OTHER WARRANTIES OF ANY KIND WHATSOEVER REGARDING THE SYSTEM. MEUS DISCLAIMS AND EXCLUDES ALL WARRANTIES NOT EXPRSSLY PROVIDED HEREIN AND ALL REMEDIES WHICH, BUT FOR THIS PROVISION, MIGHT ARISE BY IMPLICATION OR OPERATION OF LAW, INCLUDING, WITHOUT LIMITATION, THE IMPLIED WARRANTIES OF MERCHANTABILITY, NON-INFRINGEMENT OF THIRD PARTY RIGHTS, AND OF FITNESS FOR ANY PARTICULAR PURPOSE. NO ONE IS AUTHORIZED TO CHANGE THIS LIMITED WARRANTY IN ANY RESPECT OR TO CREATE ANY OTHER OBLIGATION OR LIABILITY FOR MEUS IN CONNECTION WITH THE SYSTEM.MEUS DISCLAIMS ALL LIABILITY FOR THE ACTS, OMISSIONS AND CONDUCT OF ALL THIRD PARTIES (INCLUDING, WITHOUT LIMITATION, THE INSTALLING CONTRACTOR) IN CONNECTION WITH OR RELATED TO THE SYSTEM. 6) UNDER NO CIRCUMSTANCES SHALL MEUS BE LIABLE FOR ANY INDIRECT, INCIDENTAL, SPECIAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, INFRINGEMENT OF THIRD PARTY RIGHTS, LOST GOODWILL, LOST REVENUES OR PROFITS, WORK STOPPAGE, SYSTEM FAILURE, IMPAIRMENT OF OTHER GOODS, COSTS OF REMOVAL AND REINSTALLATION OF THE SYSTEM, LOSS OF USE, INJURY TO PERSONS OR PROPERTY ARISING OUT OR RELATED TO THE SYSTEM WHETHER BASED ON BREACH OF WARRANTY, BREACH OF CONTRACT, TORT OR OTHERWISE, EVEN IF MEUS HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGE. IN NO EVENT SHALL MEUS'S LIABILITY EXCEED THE ACTUAL PURCHASE PRICE OF THE SYSTEM WITH RESPECT TO WHICH ANY CLAIM IS MADE. 7) SOME STATES DO NOT ALLOW LIMITATIONS ON WARRANTIES OR EXCLUSIONS OR LIMITATION OF DAMAGES,SO THE ABOVE LIMITATIONS OR EXCLUSIONS MAY NOT APPLY. April 2015 S-Series 2 21 MITSUBISHI MITSUBISHI ELECTRIC US, INC. /'! ELECTRIC Cooling & Heating 1340 Satellite Boulevard COOLING & HEATING Suwanee, GA 30024 8) DISPUTE RESOLUTION. For any dispute with MEUS, you agree to first contact us by phone (800-4334822) or e-mail (CustomerCare@hvac.mea.com) or U.S. Mail at Mitsubishi Electric US, Inc., ATTN: Customer Care, 1340 Satellite Blvd., Suwanee, GA 30024, and attempt to resolve the dispute with us informally by providing your name, address, and contact information and describing the nature of the dispute. In the unlikely event that MEUS has not been able to resolve a dispute with you within 60 days of your original informal claim (or sooner if, in MEUS's opinion, a dispute is not likely to be resolved within 60 days), we each agree to resolve any claim, dispute, or controversy arising out of or in connection with or relating to this Limited Warranty, or the breach or alleged breach thereof(collectively, "Claims"), by binding arbitration before an arbitrator from Judicial Mediation and Arbitration Services ("JAMS") located in Gwinnett County, Georgia. JAMS may be contacted at wvvw.jamsadr.com and will require you to pay an initial filing fee set by JAMS (unless you successfully apply for a waiver of this fee from JAMS). All other JAMS costs associated with the arbitration will be borne by MEUS. The arbitration will be conducted in Gwinnett County, Georgia, unless you request an in-person hearing where you live,or if you and MEUS agree otherwise. If the arbitrator decides in your favor, the award may include your costs of arbitration, your reasonable attorneys' fees and your reasonable costs for any expert and other witnesses, and any judgment on the award rendered by the arbitrator may be entered in any court of competent jurisdiction. If the arbitrator makes an award in your favor greater than MEUS's last written offer, MEUS will pay you the greater of the award or$500, plus your reasonable attorney's fees, if any, and reimburse any reasonable expenses(including reasonable expert witness fees and costs) that are reasonably accrued for investigating, preparing, and pursuing your claim in arbitration, as determined by the arbitrator or as agreed to by you and MEUS. Any judgment on the award rendered by the arbitrator may be entered in any court of competent jurisdiction. You may sue under state law in a small claims court of competent jurisdiction without first engaging in arbitration, but you must engage in arbitration before suing under the Federal Magnuson-Moss Act. 9) All claims must be brought in the parties' individual capacity, and not as a plaintiff or class member in any purported class or representative proceeding. This waiver applies to class arbitration unless such arbitration is necessary to effectuate the enforcement of the court class action waiver or in the event that class arbitration is expressly agreed to by MEUS. You agree that you and MEUS are each waiving the right to a trial by jury or to participate in a class action. 10) You may opt-out of the foregoing arbitration and class action/jury trial waiver provision of this Limited Warranty by notifying MEUS in writing within 30 days of purchase. Such written notification must be sent to Mitsubishi Electric US, Inc., ATTN: Legal, 5900-A Katella Avenue, Cypress, CA 90630, and must include (1)your name, (2)your address, (3)your warranted product's serial number, and (4)a clear statement indicating that you do not wish to resolve disputes through arbitration and demonstrating compliance with the 30-day time limit to opt-out. 11) If any clause herein is found to be illegal or unenforceable,that clause will be severed from this Limited Warranty and the remainder of the Limited Warranty will be given full force and effect. As noted above, if a class action waiver of both court and arbitration class actions is found unenforceable, class arbitration will be expressly allowed under the Limited Warranty. 12) This Limited Warranty gives the original owner specific legal rights and the original owner may also have other rights that vary from state to state. 13) This Limited Warranty is valid only in the continental United States,Alaska and Hawaii, and it is not transferable. April 2015 S-Series 3 22 � �E >)! \� \ $7! � 2 !| k\� � ; k! 2 § f � cr LU zi � �{ §. In ] /} !� ■ - § # U. s �!• !; � : ! , § § E § � � a k �� a: a a g� a a a �� a� � � � �� .. �� a j � � � fk s x � � � ; g�g`� 6B ��- i 3'` 6� � F � �� A R q�q 7' i � F $� - � g � � �Y.-. �� t�� J pp ¢t !y� iiiL 9�G(Lp W � L � � _ 9 �£R u � AA � �m _ € �€ z a� 9 � �7 R A � �' j �� a �� av � g�-P�, �� e�� s. , g��s �� ¢� �� 5�a : m - _� � .� m t � � � 1( I -ECEL ;� PERMIT# f ` f5 MAR 0FIF ,-- _aVL A E:pF R � �3ROOK ENG STREET OPE - NG APPLICATION Pubm ept. 939-0753 fax 939-0242 t'WiQ ngineering Dept. 939-0668 fax 939-5801 Date. UFPO No.0,30,5)--000- -q?) OC7 Application is made far a street Opening Permit at the following location: 980 Anderson Hill Road Rye Brook,N.Y. West of King Street No. & Street Name N, S, E, W of(intersecting street) For the purpose of Driveway Widening Work to begin(Date):March 26, 2021 N of Openings: 1 Expecled dale ofcompletion: April 19, 2021 Dimension(s): 8.7 ft. of widening Job number ifany• Residential orCommercial (check one) Type of Pavement: Asphalt Maintenance and restoration is the responsibility of the applicant: Blind Brook Club Clark Construction Incorporated Applicant/Property Owner Contractor 980 Anderson Hill Road, Purchase, NY 10573 30 Bridge Street, New Milford, CT 06776 Full Address Full Address Bruce Campbell, General Manager Joshua Lyon Contact Person Contact Person 914-939-1450 860-799-7344 Contact Phone Numbers Contact Phone Numbers 914-939-1450 860-799-7344 24 Hour Emergency Contact Number 24 Hour Emergency Contact Number if perntil Is granted,I agree to comply with all rules and regulations sel forth by the Federal,State, Counq,,Local Laws, Special Ordinances,General Ordinances governing Street Opening Permits. See reverse side for conditions. fi�lAf 2 (Complete reverse page) Applicant's signature FEES:(fees are non-refundable) //,� 1%414 0 e Use Onhr of Openings x$400.00=$ Date Paid:.27-Z_Z�2 or(whichever is grealer) # Linear Feet x$3.00=$ Date Paid: DEPOSIT: Bond on File 5 Deposit Check# Date Paid REQUIREMENTS: Map: included ;� -not required Insurance: Attached on File APPROVAL- �� :fill'� ,� DATE:_ '1 INSPECTION BY: DATE: INSPECTION BY: DATE: RETURN DEPOSIT APPROVAL: DATE OF APPROVAL: RETURN DATE: 3 Upon the following Conditions: ' 1. The Undersigned agrees, in consideration of the granting hereof, that he will not permit said opening to remain open any longer than is absolutely necessary for the proper completion of the work for which this permit is granted; that he will keep the same sufficiently illuminated at night with at least two lights; that when said work is finished, he will restore said highway to its original condition using the Village pavement specifications and be responsible for settlement of the ground for any cause for at least 12 months;and that he will hold the Village harmless from all damages in connection with such openings or by reason thereof. 2. The undersigned having deposited with said Village the sum of: ($ ),the estimated cost of the work,agrees that in the event that said amount is not sufficient to cover the cost of opening and restoring said highway to its original condition,he wi II then pay said,Vi Ilage the difference between the sum deposited and the cost of opening and restoring said highway; OR 3. The undersigned having filed a Bond with the Village of Rye Brook as herein provided,and not having made any deposit,agrees to pay the Village of Rye Brook the entire cost of opening and restoring said highway to its original condition. Utility companies shall have a bond on file with the Village as per Village Code 215-6B. 4. Proof of Insurance shall be provided, acceptable to the Village Engineer, in accordance with the following minimum coverage: a. General Liability, personal injury $500,000 per occurrence, $250,000 per claim, property damage, $50,000. b. The Village of Rye Brook shall be named as an additional insured. c. Workers Compensation Insurance. 5. And the undersigned permittee agrees to pay the Village of Rye Brook the entire cost of opening and restoring said public road,right-of-way,street or highway to its condition before the work under this permit was performed;in the event the Village of Rye Brook performs such restoration. 4 1 Appl nt's Signature U Title Village of Rye Brook Code Section 215-7 Street& Sidewalk Specifications The street opening work and the final restoration shall be performed in accordance with specifications approved by the Building Inspector, which shall include the following minimum specifications: A. The trench shall be filled with K-Krete. B. If anew patch occurs where there is an existing patch, the entire existing patch shall be removed and replaced. C. If the patch falls within 18 inches of the curb or pavement edge, the patch shall extend to the curb or pavement edge. D. The final patch shall have a crown. E. The Code 53 case number shall be provided to the Village before any digging takes place. F. No digging shall start on a Saturday, Sunday or holiday, except in an emergency. G. Concrete. If the street is concrete, the patch shall be concrete. The concrete shall be saw-cut to establish a clean, smooth surface. The existing concrete shall be drilled and 24" dowels inserted to a twelve-inch depth, and the dowel shall be two feet on center. The seam between the new and existing concrete shall be sealed with tar. H. Asphalt. If the street is asphalt, the patch shall be asphalt. The existing asphalt shall be saw-cut to a depth of two inches and shall be 12 inches wider than the trench. A binder course of 4 1/2 inches and a top course of 1 1/2 inches shall be required. The seam between the new and existing asphalt shall be sealed with tar. I. If a pipeline installation shall disturb more than 50% of the road width, the entire road width shall be resurfaced. T All work shall be perforated in a good and workmanlike manner, satisfactory to the Village Engineer/Director of Public Works. K. All street openings and work areas shall be provided with warning signs, barricades and lighting as necessary for public safety and in conformance with applicable provisions of the State of New York Department of Transportation Manual of Uniform Traffic Control Devices. TIETJEN VENE+GAS Q /6QVVE CONSULTING ENGINEERS, PL vrz MAY 2 5 2021 May 19, 2021 BUI�GE 4F RY BROO Transmitted via E-Mail (mizzo _ryebrook.org) DING DEPgR SENT Village of Rye Brook 938 King Street Rye Brook, NY 10573 Attention; Michael Izzo, Building and Fire Inspector Reference: Blind Brook Country Club 980 Anderson Hill Road Teaching Facility Dear Mr. Izzo, We visited the site on Friday, April 23, 2021 to inspect the 4° underground fire protection line from the Clubhouse to the Teaching Facility. All underground work is installed according to approved plans dated 01/20/2019 and complies with the 2020 Building Code of New York State and National Fire Protection Association (NFPA). Underground pipes and joints are installed conforming to NFPA 24 standards. Underground fire protection line is installed a minimum 42" below grade in accordance to NFPA 13; 10.4.2 Protection of Piping. Thrust blocks are provided at every change in direction in accordance with NFPA 13; 10.6.1 Thrust Blocks. All underground piping was hydrostatically tested at gauge pressure of 200 psig and maintained the pressure for 2 hours in accordance with NFPA 13; 10.10.2.2 Hydrostatic Test. See attached for NFPA 24; Contractor's Material and Test Certificate for Underground Piping as completed by the installing contractor. If you have any questions, please feel free to contact our office. Yours truly, TIETJEN VENEGAS CONSULTING ENGIN LC NEWrO *� pN V EpF6, %s 41 Edison Venegas CFO 087t 66 EV: ea FESSIONP� xx68 Purchase ree phone 914.967.9505 Rye, New York 10580 www.tietjenpe.com 1A9hl 2017 Nanorwr rso Prr,!Wkin Association(NFPA)Omnsod,by agre I,tar rndrvldual use aria downlasd en 09r02r'O1I b Coab Counly Fire F mergency No olhel repmduclan or transmiSS�on in Any loan pannllted eilk/ul wlttln purrus4ion of NFPA Foi inquiries a to mi i n eJh0rized use,contaU bcenseganfpa ore This NFCSS All Access sob1cruti-exo',es on June 111,2017 24-18 LNbTALLA'n0N OF PRIVATE BRF.SERVICE WkIhS AND THEIR APPURTFNANCES Contractor's Material and Test Certificate for Underground Piping PROCEDURE Upon completion of work,mspecten and tests shall be made by the contractor's representative and witnessed by an owner's represonta6vc.All defoctz shall tx3 corrected and system toll in service before contractor's personnel finally leave the jab. A certificate shaft be tilled out and signed by both representatives. Copies shall be prepared for approving authorities,owners,and contractor,It Is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material,poor workmanship,or lailure to comply with approving authority's requirements or local ordinances. Property name Q 7 \ J----gro 6 L t fi G lJt^''.'X 4 L r 1 1 / ] Plate Y/z 3/�2- Property r address A O A f/ ,jo.. 1 U t. Jo / L - Acaptled by rpro ing authorities(names �+ Z o w t3 +4 A r�•�e.r.t' Add- y3� LL Plane " f�7 L :J roe Vt I f Instaftation conforms to ac'zp d plans r r`�.1y, a �U'l Ni, Equipment used is approved Yes 6 No II no,state deviations Has person in charge of fire equipment been instructed as to location of U Yee UINo control valves and care and maintenance of[his new equipment? 11 no,explain o Q 1— Instructions h 5 d rvr r rIl fir Have copies of appropriate insil:t IS and care and maintenance U Yea charts been left on premises? II no,explain Q r` car G c.� Location Supplies buildings - wL+ � Pipe types and class Type C4r,"i.t two. 0.o It �i4cS S -- r. /�- Pipe conforms to standard 7 ro undergund I'Ingsconformto =- standard � ❑ No pipes and joints tp No Joints needing anch dampedo ,strapped,or bl , Yes U No accordance wNh N 21 standard If no,explain Flushing Flow the required"do unlN water is Gear as indicated by no collection of foreign material in burlap bags at outlets such as "ants and Wow-offs.Flush atone of the flow rates as specified In 10.10.2.1.3. lydrnslanr.. AN piping end attached appurtenenrzs subjected 103y3tem working pressure shall be hydrostatically tested at 200 psi (13.8 bar)or 50 psi(3.5 bar)In excess of the system working pressure,whichever is greater,and shell maintain that pressure e5 psi (0.35 bar)for 2 hours. Test lAydtnsliliii;insting Allowance Where additional water Is added to the system to maintain the test pressures required by 10.10,21.1, description the amount of water shall be measured and shat not exceed the limits of the following equation(tor metric equation,see 10.10.2,Z,6): 5�`P L = testing aliowanre(makeup water),m gaaens per hour II 1_ - _ 9= leuglh 19 p,lw htsled a trail 149,p00 D= nourpr,d dl;lelely,of the him,In inc het. P=average test pressure during the hydrostatic test,u1 pounds per square inch(gauge) Now underground piping gushed according to standard by(company) 11 no,explain VZw,Adlshing flow was obtained Through that type opening f Flushing Ird Public water ❑Tank or ieaermir d Fire pump U Hydrant bull Open ryipe teats ,�,/ Lead-Ins flushed according to rN/ W7 1 standard by(compo ry) uric �] No If no,explain Hew flushing flow was obtained Through what type opening _ U Public water ❑Tani c+eagr ems—[�Fire pump [l Y connection to Ilan Opan p,pe and spigot LF 2012 National Fire Pmtechon Associatllan NFPA 24(p.1 0l 2) FIGURL 10.10.I Sample of Contractor's Material and Test Certifdate for Underground Piping, n20�3 F,f(., Hydrostatic Ali now�un�derground piping hydrostatically tested at Joints coverod test vai a s k for �� hours ❑ Yee No Totai amount of leakage measured Leakage gallons _ nows test ACawabfo leakage lions hours Forward flow Faward Now test performed in accordance with 10,10.2.5,2: test of backflow ,.,J preventer sr .>Lla� t�S+`� ❑ Yes t`' No Number installed Typo and make All e5r—ta satisfadarily`- Hydrants i Yea ❑ No Water control valves let wide open f G.� y�� ❑ Yes NO II no,stale reason Control valves Hose threads of Ike department connections and hydrants inlerchangaabia with ❑ Yes ❑ No those of fire department answering alarm Date kilt in servloe Remarks _ -- Nam of Installing contractor -- 5r�. 1 C? �avlJJ �L Avt g G rn-3 4,� � -- — - -_ Testa wimesaed by Signatures Frx pr er(signed) Title Date gaedi Titl bo In g contractor(sle Cate AddLl'onal exvianat oma C 2012 National Fira Protection Association NFPA 24(p,2 of 2) Q ECHINE JAN - 4 2021 ENG/DPW i� January 4,2022 FVaffASSOCiateS Michal J. Nowak Environmental Consulting, Incorporated Superintendent of Public Works/Village Engineer Village of Rye Brook 938 King Street Rye Brook,New York 10573 RE: Completion of the Training Center and Wetland Buffer Restoration Work The Blind Brook Club,Village of Rye Brook ` Dear Mr. Nowak: As you requested in your recent communication with me and Bruce Campbell, T visited the Club on December 22, 2021 to review the conditions and stabilization around the new Training Center, as well as the removal of the former golf tee within the wetland buffer. As seen in the pictures taken that day, the golf tee has been completely removed, and all areas around the Training Center are fully vegetated and stable. tir�t► Area where former practice golf tee was removed from wetland buffer. Photo taken December 22, 2021 162 Falls Road Bethany, CT 06524 Tel: 203.393.0690 1 Area surrounding the new Training Center are fully vegetated and stable, as seen on December 22, 2021. Please let me know if anything further is needed to satisfy the conditions of the Wetland or Building Permits for the Training Center. Sincerely, Evans Associates Environmental Consulting,Inc �ex-11 Beth Evans,PWS Principal Cc: Bruce Campbell 2 November 23,2020 J Bruce L. Campbell, General Manager The Blind Brook Club, Inc. P.O. Box 229 [UnS Purchase,NV 10577 Associates Environmental Consulting, Incorporated RE: Functional Assessment of Wetland Near Anderson Hill Road The Blind Brook Club Proposed Learning Area Dear Mr. Campbell: Pursuant to the comments at the recent Planning Board meeting,this letter is intended to provide quantification of the wetland buffer encroachments associated with the proposed practice area.The following changes are proposed within the 100' buffer surrounding, pocket wetland: • Removal of the existing golf tee,which occupies 693 square feet of the buffer, and • Construction of a portion of the chipping area and sand trap, which together total 2105 square feet of disturbance. _ As we have previously explained in our letter of September 22,2020,this pocket wetland is isolated from the other wetlands and streams on the property, and therefore is only regulated by the Village of Rye Brook under Chapter 245 of the Village Code. In order to j avoid encroachment into the buffer, the practice area would need to be pushed closer to the homes in the Enclave at Rye Brook development,which would impact the neighboring property without adding any meaningful mitigation or benefit for the pocket wetland. Therefore,it remains my professional opinion,as a Certified Professional Wetland Scientist,that the development of a practice green and sand bunker within the buffer of this wetland will not have an adverse impact on the wetland pocket. While the Village Code requires compensatory mitigation for impacts to regulated wetland and wetland adjacent areas, it is again my professional opinion that the restoration of the stream corridor in the southern portion of the site has provided ample mitigation for this encroachment as well as the previously permitted wetland buffer disturbance. If you have any questions regarding this impact assessment,please do not hesitate to call me. Sincerely, Evans Associates Environmental Consulting,Inc. �� 4& � Beth Evans,PWS Principal 162 Falls Road Bethany, CT 06524 Tel: 203.393.0690 December 10, 2020 APPROVED 5-0 RESOLUTION GRANTING AMENDED SITE PLAN AND WETLAND PERMIT APPROVALS FOR PROPERTY LOCATED AT 980 ANDERSON HILL ROAD FOR THE BLIND BROOK CLUB VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, The Blind Brook Club, Inc. ("Applicant") submitted an application for approval of an Amended Site Plan and Wetland Permit to convert an existing disturbed portion of the site to practice and putting greens,a shift in the location of the existing driveway, and the construction of an approximately 1,700 square foot teaching facility building (the "Project"), as the owner of certain property located in the Village of Rye Brook ("Village") commonly known as 980 Anderson Hill Road ("Subject Property") and shown on the tax assessment map as Parcel ID 129.58-1-1 on the Town of Rye Tax Map and located in the R- 35 Zoning District and Scenic Roads Overlay District; and WHEREAS, the Property consists of 163.2 acres and is developed with a golf course, club house, maintenance building, parking areas, and minor accessory structures; and WHEREAS, on March 24, 2020 the Village Board of Trustees granted Site Plan Approval for the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse's patio and terrace; and WHEREAS, on April 9, 2020 the Planning Board granted Wetland Permit and Steep Slopes Permit Approvals in connection with same project; and WHEREAS, the Applicant now seeks further amendments to the site plan which have been determined by the Building Inspector to be minor amendments to the approved site plan and therefore the Planning Board is the Approval Authority for the Project pursuant to Section 209-1.A(2)(c) of the Village Code; and WHEREAS, the Planning Board is also the Approval Authority for the Wetland Permit applications pursuant to Chapter 245 of the Village Code; and WHEREAS, the Project is a Type II Action pursuant to 6 NYCRR 617.5(c)(9) of the State Environmental Quality Review Act (SEQRA) thereby requiring no environmental review; and WHEREAS, the Planning Board has received and reviewed the following plans and application materials: 13131081707090v1 12114120 1. Short Environmental Assessment Form dated 11/11/20 and EAF Mapper Summary Report dated 9/18/20; 2. Cover letter to Michael Izzo, Building& Fire Inspector, prepared by Cuddy and Feder,LLP, dated 10/21/20 and 11/24/20; 3. Application for Site Plan Approval; 4. Wetlands Permit Application; 5. Functional Assessment of Wetlands and Watercourses, prepared by Evans Associates, dated 9/22/20 and 11/23/20; 6. A Drainage Summary Report prepared by Ahneman Kirby, dated 10/6/20; 7. A set of Engineer's and Architect's Plans, generally entitled, "Teaching Facility& Driveway Entry," prepared by Rogers McCagg and Ahneman Kirby: Sheet Number Sheet Title Dated G1.0 Coversheet 10/20/20 SP-6 Blind Brook Site Plan Amendment rev. 11/23/20 SP-7 Proposed Site Notes and Detail rev. 11/23/20 A1.0 Teaching Facdlity Proposed Plans rev. 10/20/20 A2.0 Teaching Facility Proposed Exterior Elevations rev. 10/20/20 A3.0 Driveway Entry Proposed Plan &Elevations rev. 10/20/20 A9.0 Photo Simulation 11/12/20; and WHEREAS, the Village Planning Consultant, Village Staff and the Planning Board reviewed the information, submitted comments regarding the Project and made recommendations regarding Scenic Roads Overlay District and wetland buffer disturbance; and WHEREAS, the application was referred to Westchester County Planning for Notification purposes on December 1, 2020; and WHEREAS, on December 10, 2020, the Planning Board opened a public hearing on the subject application and all persons interested were given an opportunity to speak on behalf of or in opposition to said application, and the Planning Board closed the public hearing on December 10, 2020; and WHEREAS, due to public health and safety concerns related to the current COVID- 19 pandemic,the November 12,2020 and December 10,2020 meetings of the Planning Board, at which this application was heard, were duly noticed and held via videoconference in accordance with the requirements of the Zoning Code of the Village of Rye Brook and the Governor's Executive Orders which suspend the "in-person"requirements of the NYS Open Meetings Law and provide alternative means by which to conduct public meetings and hearings; and WHEREAS, the total area of disturbance proposed within the wetland buffer is 2,798 square feet necessitating a total mitigation area of 5,596 square feet pursuant to Village Code 5245-9.A(3) which requires mitigation of buffer disturbance at a ratio of at least two to one, 13131081707090v1 12114120 and the Applicant is proposing that the mitigation provided as part of the earlier application approved in April 2020 in excess of the mitigation required at that time should be considered as mitigation toward the current proposed wetland buffer disturbance; and WHEREAS, the Planning Board has considered the Wetland Permit standards set forth in Village Code §245-8.A and finds that the Applicant proposes sufficient wetland mitigation in compliance with Village Code standards subject to compliance with the conditions set forth herein; and WHEREAS, the Planning Board has considered the provisions of the Scenic Roads Overlay District and finds that the proposed improvements are architecturally compatible with the surrounding structures and the important scenic and natural features of the site will be preserved, including the wall at the entrance of the property which will be replaced in-kind with a wall of the same height and layout in connection with the widening of the driveway. NOW,THEREFORE, BE IT RESOLVED,that for the reasons stated herein, the Village of Rye Brook Planning Board hereby approves the Amended Site Plan and Wetland Permit applications for the to convert an existing disturbed portion of the site to practice and putting greens, a shift in the location of the existing driveway, and the construction of an approximately 1,700 square foot teaching facility building at property located at 980 Anderson Hill Road, upon the following conditions: 1. Prior to the issuance of a Building Permit, the Applicant shall submit a revised Landscape Plan that provides specific locations for the planting of the 60 trees that are proposed as part of the application. Trees shall be located so as to provide visual screening of the proposed improvements. The plan reviewed by the Planning Board at its December 10, 2020 meeting is satisfactory to the Planning Board. 2. Prior to the issuance of a Building Permit,the Applicant shall revise the plans to address fire truck turning radius movements to the Building Inspector's satisfaction prior to the issuance of a Building Permit. 3. Prior to the issuance of a Building Permit,the Applicant shall secure a permit from the / Westchester County Department of Public Works to widen the driveway since / Anderson Hill Road is a County Road. As part of the application to the Westchester County Department of Public Works, the Applicant shall provide to the Village and to the County the required intersection sight distance (ISD) for the modified driveway. Trimming or removal of vegetation may be necessary along the edge of Anderson Hill Road to achieve ISD to the south of the access drive and along the Property. /4. An new (replaced) wall along the Anderson Hill Road frontage shall be the same Y ( p } g g height and layout of the existing/remaining wall. /5. Due to the Property's location within the Anderson Hill Road Scenic Road Overlay District, all areas in the 35-foot vegetative buffer along Anderson Hill Road which are 1313/081707090v1 12114120 . , M proposed to be disturbed shall be restored and graded so that the final, post- development contours appear consistent with the predevelopment terrain. /G. The Wetland Permit shall be valid for a period of one year from the date of this resolution, however, an extension of an original permit may be granted upon written request to the Planning Board by the original permit holder or his/her legal agent at / least 90 days prior to the expiration date of the original permit. 7. The written Wetland Permit issued pursuant to this approval shall contain the following conditions pursuant to Section 245-11.11 of the Village of Rye Brook Code: a. Work conducted under a permit shall be open to inspection at any time, including weekends and holidays, by the approval authority, the Advisory Council on Environmental Conservation, the Superintendent of Public Works/Village Engineer or their designated representatives. b. All permits issued under this chapter shall be void and of no effect after one year from the date of issue thereof, unless the work for which the permit was issued has been actually commenced and not been abandoned during that period. In such cases, the applicant may reapply for a permit from the approval authority in accordance with the provisions of this chapter. If the work for which the permits were issued have commenced within one year from the date of issuance of the permits, such permits may be renewed by the approval authority in accordance with the renewal provisions set forth at §§ 213-12.D and 245-5.B(7) of the Village Code. c. The permit holder shall provide written notification to the Superintendent of Public Works/Village Engineer of the date on which the regulated activity is to begin at least five business days in advance of such date. d. The approval authority's permit shall be prominently displayed at the project site during the undertaking of any of the activities authorized by the permit. e. The boundaries of the regulated activity and all wetlands and watercourses shall be stated and appropriately marked in the field so as to make the boundaries visible. f. The permits, including all conditions, shall be binding on all successors and assignees of the permit holder. BE IT FURTHER RESOLVED, that if said conditions are not fully complied with this resolution approving the Amended Site Plan and Wetland Permit,described above, shall become null and void. BE IT FURTHER RESOLVED, that no permits shall be issued by the Building Department until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. On motion by Mr. Morlino, seconded by Ms. Schoen, Mr. Michal Nowak, Superintendent of Public Works/Village Engineer, called the roll: 13131081707090v1 12114120 MS. DRECHSLER Voting AYE MR. GRZAN Voting EXCUSED MR. MORLINO Voting AYE MS. SCHOEN Voting AYE MR. TARTAGLIA Voting EXCUSED MR. ZAHL Voting AYE CHAIRMAN GOODMAN Voting AYE Approved: 5-0 1313/08/7070900 12114120 VILLAGE QfdK BROOK PERMIT# WETLANDS P PLICATI©N EXPIRATION DATE Public Works Dept.939 0753 fax 9jt ing Dept.939-0668 fax 939-5801 Michal Nowak,Village Engineer/Superintend n is Works e-mail:mno WD rveb rook.ore, #�i#:tI#M#1•iktf*#is}k#ii�i#####t#iY#s#i#t#k•Ma###k#k#i##tM#*###kk#►######4 #*##F REQUIREMENT SUBMITTALS: Q 1. Application Fee: $1,150 paid Permit fee:S250 paid 1! V 2. Bond Deposit: S Mte Paid OCT 3. insurance: attached .on file 2 1 �Q�� 4. Map: attached on file VILLAGE OF 5. UFPO No. ---- — — BUILDING p RYE $R��T Owner__-Blind Brook Club, Inc.._ . . Address 980 Anderson Hill Road Phone (914)-932-1450 E-mail beampbell@blindbrookciub.org Contractor LaBar Golf Renovations Contact Person Rich LaBar WC Home Improvement License:____ Address170 Mt.Airy Rd., Suite Al, Basking Ridge,NJ 07920 Phone (973)600-9249 E-mail richt—' gnlf-com Application is ntade for a Wetlands Permit at the following address: 980 Anderson Hill Road Describe in full location of job site(please print):Creation of golf course features within existing golf range_Construction of+/-1,800 sq.ft.teaching facility building.Relocation of exisiting driveway to allow creation of putting green in an exisiting grassed area,together with widening of entrypoint to allow for better ingressand egress. Igor the purpose of: If permit is granted,I agree to compl} with all rules and regulations set forth by the Federal,State,County, Local Laws,Special Ordinances,General r ances. Owner's Signature. Z "2 � Office Use Only BOT APPROVAL______ ......___ PLANNING APPROVAL_ VILLAGE APPROVAL. DATL CONDTI IONS FOR PEP-NIIT- U TURN DEPOSTi APPROVAL: D:LI[ R1:TtJRV A�1Ql;V I: Short Environmental Assessment Form Part I - Project Information Instructiions for Completing. Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part t —Project and Sponsor Information Name of Action or Project: Blind Brook Club Project Location(describe,and attach a location map): Blind Brook Club,980 Anderson Hill Road,Rye Brook,New York Brief Description of Proposed Action: As part of the overall improvements to the premises and layout of the golf course,the Club proposed to convert an existing disturbed area to practice chipping and putting greens for members.In addition,the Club proposes to shift the existing entrance drive in order to make room for a practice tee.No new impervious surface is proposed with this action.Finally,the Club proposes to widen the existing entryway to the Club and construct an approximately 1.700 sq.ft.teaching facility building. Name of Applicant or Sponsor: Telephone: 914-939-1450 Bruce L.Campbell E-Mail: bcampbell@blindbrookdub.org Address: The Blind Brook Club, Inc. City/PO: State: Zip Code: Purchase/P.O.Box 229 New York 10577 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ® El be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a pennit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Amended Site Plan and Wetland Permit Approval from Planning Board Building Permit from Building Department F7T 3. a.Total acreage of the site of the proposed action? 162.3 acres b.Total acreage to be physically disturbed? >1 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 162.3 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑ Urban L] Rural(non-agriculture) ❑ Industrial ❑✓ Commercial ❑✓ Residential (suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑ Parkland Page I of 3 S. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑ ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? - ❑ ✓❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES Name:Airport 60 Ldn Noise Contour,Reason:Exceptional or unique character,Agency:Westchester County, If Yes,identify: Date:1-31-90 ❑ ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑✓ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑✓ ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ Elaction? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: N/A 0 ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ ❑✓ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑✓ ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑� b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑✓ ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ❑Shoreline ❑ Forest ❑Agri cultural/grasslands ❑ Early mid-successional m Wetland ❑ Urban ❑ Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? Sedge Wren ❑ 16. Is the project site located in the 100-year flood plan? NO YES ❑ ✓❑ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ ❑✓ a. Will storm water discharges flow to adjacent properties? ❑� ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ❑ If Yes,briefly describe: Stormwater runoff from the roof of the proposed 1,700 sq.ft.teaching facility building will be captured by roof gutters,conveyed to a cultec system for storacielsloyling of runoff and then routed to established stormwater drainage systems. 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: ❑ ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: Rob F.Good,Jr. Date: November 11,2020 Signature: Title:Senior Supervising Hydrogeologist PRINT FORM Page 3 of'3 EAF Mapper Summary Report Friday, September 18, 2020 3:02 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form(EAF).Not all questions asked in the EAF are a answered by the EAF Mapper.Additional information on any EAF y O= question can be obtained by consulting the EAF workbooks. Although 1 the EAF Mapper provides the most up-to-date digital data available to DEC,you may also need to contact local or other data sources in order &U N Y -�� h �' to obtain data not provided by the Mapper.Digital data is not a College at [� '1 4 substitute for agency determinations. Rtrc ha w Z, ott#Nra Oaks ry Club p �t Anderso `tee �� Toronto V�f S»J, 9 alo oRochester Ry r l-;,. ,r Alb any petroit Boston Gevefmd ,Providence �n 4� evr Yak l� P -Pittsburgh PhGaddphia arrnin USGS,I mt' P,MRCan Esn lapari MEIn,Esn-fhrna(Hone 9gr1cj;,�q, l h.1EtdT 'ed'Can,Esn lapark N1Ell,Esn China{Hong Kong,Esri �torrihadanc0; PIGC ; sOpe�Strer#t.4ap contributors; a��clle GISseromm4f�¢ c(gnOpenStreeth+tap contnitr �jVoWe GI UserCommUnity Part 1 /Question 7 [Critical Environmental Yes Area] Part 1 /Question 7 [Critical Environmental Name:Airport 60 Ldn Noise Contour, Reason:Exceptional or unique character, Area- Identify] Agency:Westchester County, Date:1-31-90 Part 1 1 Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 1 Question 12b [Archeological Sites] No Part 1 /Question 13a [Wetlands or Other Yes- Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15 [Threatened or Yes Endangered Animal] Part 1 /Question 15 [Threatened or Sedge Wren Endangered Animal-Name] Part 1 /Question 16 [100 Year Flood Plain] Yes Part 1 !Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report 1 f REDERICK P. CLARK/ Hardesty 555 Theodore Fremd Ave., Suite C-301 • Rye, NY ASSOCIATES &Hanover 10580 T: 914.967.6540 www.hardestyhanover.com MEMORANDUM To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook Date: December 4, 2020 Subject: Blind Brook Club—Application for Approval of an Amended Site Plan and Wetlands Permit As requested, we have reviewed applications, correspondence and plans submitted by The Blind Brook Club, Inc., property owner, for approval of an amended site plan and wetlands permit to convert an existing disturbed portion of the site to practice and putting greens, a shift in the location of the existing driveway, and the construction of an approximately 1,700 square foot teaching facility building on the property located at 980 Anderson Hill Road, in the R-35 zoning district, and the Anderson Hill Road Scenic Road Overlay District (SROD), Section 129.58, Block 1, Lot 1 as shown on the Town of Rye Tax Assessor's Map. Property Description The 162.3-acre property is developed with a golf course, club house, maintenance building, parking areas, and minor accessory structures. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form dated 11/11/20 and EAF Mapper Summary Report dated 9/18/20; 2. Cover letter to Michael Izzo, Building & Fire Inspector, prepared by Cuddy and Feder, LLP, dated 10/21/20 and 11/24/20; 3. Application for Site Plan Approval; 4. Wetlands Permit Application; 5. Functional Assessment of Wetlands and Watercourses, prepared by Evans Associates, dated 9/22/20 and 11/23/20; 6. A Drainage Summary Report prepared by Ahneman Kirby, dated 1016120; 7. A set of Engineer's and Architect's Plans, generally entitled, "Teaching Facility& Driveway Entry," prepared by Rogers McCagg and Ahneman Kirby: Sheet Number Sheet Title Dated G1.0 Coversheet 10/20/20 SP-6 Blind Brook Site Plan Amendment rev. 11/23/20 SP-7 Proposed Site Notes and Detail rev. 11/23/20 A1.0 Teaching Facility Proposed Plans rev. 10/20/20 A2.0 Teaching Facility Proposed Exterior Elevations rev. 10/20/20 A3.0 Driveway Entry Proposed Plan & Elevations rev. 10/20/20 A9.0 Photo Simulation 11/12/20 Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA and Short Environmental Assessment Form (EAF). The Proposed Action is a Type II action with regard to SEQR because it involves the construction or expansion of a primary or accessory/appurtenant, nonresidential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use controls. 2. Scenic Road Overlay District (SROD). Photo simulations showing the proposed building from Anderson Hill Road have been provided for the Planning Board's review. 3. Landscape Plan. In our November 6, 2020 memo to the Board, we had recommended that a landscape plan be provided so that the Board could evaluate if sufficient screening would be provided for the proposed teaching facility. The Applicant has added areas that will be planted with a total of 60 trees. However, the specific locations of the tree plantings have not been shown on the site plan. We recommend that the specific locations of the proposed trees in the area of the proposed greens and training facility be noted on the plans so that it can be determined that sufficient screening will be provided. 4. Wetlands and Wetland Buffers. The proposed work within the wetland buffer requires review by the Planning Board for compliance with the regulations of Chapter 245 of the Village Code, and issuance of a Wetlands Permit, The Applicant is proposing 2,798 square feet of disturbance to the wetland buffer. In accordance with Section 245-9.A(3) of the Village Wetlands Law, the Applicant is required to mitigate for losses to wetland buffer by a ratio of at least two to one for the area of wetland buffer disturbed by the proposed activity. Based on this requirement, 5,596 square feet of mitigation is required. The Applicant has requested that the streambank restoration provided as part of the Amended Site Plan application that was approved earlier this year be used toward that mitigation required for this proposal. We look forward to discussion with the Board. Sarah L. Brown, AICP Senior Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Leonard A. Cohen, Esq., for the Applicant Anthony B. Gioffre I ll, Esq., for the Applicant Y:1SharedlOff msWYROataVocuments\DOCS2L5001RyeBrookOlind Brook Club Amended Site Plan and Wetlands Permit Review Putting Greens pme2.docx November 12, 2020 RESOLUTION SETTING A PUBLIC HEARING REGARDING AMENDED SITE PLAN AND WETLANDS PERMIT APPROVAL FOR THE BLIND BROOK CLUB VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, the Blind Brook Club, submitted an application for an amended site plan and wetlands permit to convert an existing disturbed portion of the site to practice and putting greens, a shift in the location of the existing driveway, and the construction of an approximately 1,700 square foot teaching facility building at the property located at 980 Anderson Hill Road, in the R-35 zoning district, and the Anderson Hill Road Scenic Road Overlay District(SROD), Section 129.58, Block 1, Lot 1 as shown on the Town of Rye Tax Assessor's Map; and NOW, THEREFORE, BE IT RESOLVED, the Planning Board of the Village of Rye Brook will hold a public hearing on December 10, 2020 at 7:30 p.m. via videoconference in accordance with the requirements of the Zoning Code of the Village of Rye Brook and the Governor's Executive Orders which suspends the "in-person" requirements of the NYS Open Meetings Law and provides alternative means by which to conduct public meetings and hearings, to consider the above- referenced application; and BE IT FURTHER RESOLVED, that the Applicant is hereby directed to comply with Section 250-40 of the Village Code regarding notification of the public hearing. On motion by , seconded by , Mr. Nowak, Superintendent of Public Works, called the roll: MRS. DRECHSLER Voting MR. GRZAN Voting MR, MORLINO Voting MRS. SCHOEN Voting MR. TARTAGLIA Voting MR. ZAHL Voting CHAIRMAN GOODMAN Voting FREDERICK P. CLARKI Hardesty 555 Theodore Fremd Ave., Suite C-301 • Rye, NY ASSOCIATES &Hanover 10580 T: 914.967.6540 www,hardestyha nover.com MEMORANDUM To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook Date: November 6, 2020 Subject: Blind Brook Club—Application for Approval of an Amended Site Plan and Wetlands Permit As requested, we have reviewed applications, correspondence and plans submitted by The Blind Brook Club, Inc., property owner, for approval of an amended site plan and wetlands permit to convert an existing disturbed portion of the site to practice and putting greens, a shift in the location of the existing driveway, and the construction of an approximately 1,700 square foot teaching facility building on the property located at 980 Anderson Hill Road, in the R-35 zoning district, and the Anderson Hill Road Scenic Road Overlay District (SROD), Section 129.58, Block 1, Lot 1 as shown on the Town of Rye Tax Assessor's Map. Property Description The 162.3-acre property is developed with a golf course, club house, maintenance building, parking areas, and minor accessory structures. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form dated 9/21/20 and EAF Mapper Summary Report dated 9/18/20; 2. Cover letter to Michael Izzo, Building & Fire Inspector, prepared by Cuddy and Feder, LLP, dated 10/21/20; 3. Application for Site Plan Approval;. 4. Wetlands Permit Application; 5. Functional Assessment of Wetlands and Watercourses, prepared by Evans Associates, dated 9/22/20; 6. A Drainage Summary Report prepared by Ahneman Kirby, dated 10/6/20; 7. A set of Engineer's and Architect's Plans, generally entitled, "Teaching Facility& Driveway Entry," prepared by Rogers McCagg and Ahneman Kirby: Sheet Number Sheet Title Dated G1.0 Coversheet 10/20/20 SP-6 Blind Brook Site Plan Amendment rev. 10120/20 SP-7 Proposed Site Notes and Detail rev. 10/20/20 A1.0 Teaching Facility Proposed Plans rev. 10/20/20 A2.0 Teaching Facility Proposed Exterior Elevations rev. 10/20/20 A3.0 Driveway Entry Proposed Plan & Elevations rev. 10/20/20 Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA and Short Environmental Assessment Form (EAF). a. The EAF should be revised to include the proposed teaching facility building in the description of the Proposed Action. b. The Proposed Action is a Type II action with regard to SEQR because it involves the construction or expansion of a primary or accessorylappurtenant, nonresidential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use controls. 2. Scenic Road Overlay District(SROD). a. The property is located within the Anderson Hill Road SROD, which includes special regulations to help protect the scenic qualities of Anderson Hill Road including a 35-foot vegetative buffer along the street frontage. It appears that no tree removal is proposed with the buffer. However, there will be site disturbance withing the buffer for the realignment of the driveway.In accordance with Section 250-7.F(6)(h)of the Zoning Law,all areas will need to be restored and any grading or earth moving should be conducted so that the final, post development contours appear consistent with the predevelopment terrain. b. It appears that the proposed teaching building will be visible from Anderson Hill Road. Photo simulations showing the proposed building from Anderson Hill Road should be provided for review. 3. Access Drive Improvements. A review of the site plan indicates that the existing access drive at the intersection with Anderson Hill Road is proposed to be widened, The Applicant notes that due to the narrow driveway pavement width and the placement of the low stone wall at the driveway throat, the current driveway traffic movements are restricted. The existing driveway is proposed to be improved to provide a 24-foot wide driveway entrance. This proposed improvement will reduce an unsafe condition that now exists and results in vehicles stopping on Anderson Hill road to wait for an exiting vehicle to depart. This is most important for a motorist traveling northbound on Anderson Hill Road and approaching the Club driveway because they are traveling over a vertical curve with limited sight distance. The Applicant proposes to widen the driveway on the southerly side, which will bring this entering turning movement slightly closer to the vertical curve. As part of these improvements, the Applicant will need to apply to Westchester County Department of Public Works for a permit to modify the driveway since Anderson Hill Road is a County route. As part of this submission to both the Village and County, the Applicant should provide the required intersection sight distance (ISD) for the modified driveway. Based on a site visit, at a minimum, the Applicant should trim/remove all vegetation along the edge of Anderson Hill Road to the south of the access drive and along the Club property. It may also be necessary to clear or regrade along the edge of road, but without negatively impacting existing trees. Following County procedures, the Applicant should provide for a posted speed limit of 35 miles per hour, 390 feet to the left and 335 feet to the right at the driveway exit lane. A review of the existing wall and landscaping does not impact sight lines and it is assumed the new wall (replaced wall) will be the same layout and height of the remain existing wall. 4. Tree Preservation and Removal. The plans do not show any trees to be removed as part of the current application. The Applicant should verify that this is correct. 5. Landscape Plan. The site plan does not include a landscape plan. The submitted narrative notes that, as part of the Club's previous site plan approval,landscape screening was proposed that would conceal the teaching facility building from the nearby residences.The previously approved landscape screening should be shown on the site plan so that the Board can evaluate if sufficient screening will be provided for the proposed teaching facility. 6. Wetlands and Wetland Buffers. The proposed work within the wetland buffer requires review by the Planning Board for compliance with the regulations of Chapter 245 of the Village Code, and issuance of a Wetlands Permit. The applicant should provide calculations of the area to be physically disturbed within the limits of the buffer. The amount of mitigation required is based on the area of physical disturbance. We question if the plans could be modified to avoid disturbance of the wetland buffer. We look forward to discussion with the Board. Sarah L, Brown, AICP Senior Planner Michael A. Galante Director of Traffic cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Leonard A. Cohen, Esq., for the Applicant Anthony B. Gioffre III, Esq., for the Applicant Y:\SharedMOkesWYROata\DocumentsOOCS2MO0 RyeBro(*\Blind Brook Club Amended Site Plan and Wetlands Permit Review Putting Greens pmel.docc a ' 445 Hamilton Avenue,14th Floor CU DDY White Plains,New York 10601 r 914 7611300 +FEDER F 914 7615372 LLP cuddyfeder.com A Anthony B.Gioffre III ��ioffrc(ii cudtl}keder,carli November 24, 2020 BY E-MAIL&OVERNIGHT DELIVERY D E " Michael Izzo, Building and Fire Inspector Building Department NOV 2 5 2020 Village of Rye Brook 938 King Street VILLAGE OF RYE BROOK Rye Brook,NY 10573 BUILDING DEPARTMENT Re: The Blind Brook Club Premises: 98o Anderson Hill Road Village of Rye Brook,NY Dear Mr. Izzo: On behalf of Blind Brook Club, Inc. (the "Club"), we are pleased to submit this letter and supplemental materials in furtherance of the pending Amended Site Plan Application in connection with proposed minor modifications to the approved site plan for the property located at 98o Anderson Hill Road in the Village of Rye Brook, New York(the"Premises"). 1. SEQRA and Short Environmental Assessment Form — The Short Environmental Assessment Form has been revised to include the proposed teaching facility building in the description of the Proposed Action.' 2. Scenic Road Overlay District ("SROD") — As the Board is aware, there will be site disturbance with the SROD buffer to accommodate the proposed realignment of the driveway to the site. These areas will be restored and any grading or earth moving will be conducted so that the final, post development contours appear consistent with the predevelopment terrain, to the extent practicable. The proposed teaching facility building will be partially visible from Anderson Hill Road. Photosimulations from Anderson Hill Road are included herein demonstrating the lack of visual impact of this proposed building due to its location which is obscured due to existing site topography and vegetation, 3. Access Drive Improvements — a. The Applicant will apply to Westchester County Dcpartmcnt of Public Works for a permit to modify the driveway (as a condition of approval) since Anderson Hill Road is a County route. b. Being submitted under separate cover is an Amended Site Plan prepared by Ahneman Kirby, LLC, dated October 6, 202o and revised through November 23, ' Notwithstanding the submission of the revised Short EAF,the Proposed Action is a Type II Action with regard to SEAR and no further environmental review is required. WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4642898.v i rCUDDY /2020 +SEDER 11/�4Page 2 LLP / 2020 (the "Amended Site Plan") which demonstrates the intersection sight distance for the modified driveway. c. The Applicant shall trim/remove all vegetation along the Anderson Hill Road edge to the south of the access drive and along the Club property. d. To the extent necessary,the edge of the road will be cleared/regraded. e. In accordance with County procedures and if required, a posted speed limit of 35 MPH will be posted, 390 feet to the left and 335 feet to the right at the driveway exit lane. f. Any new (replaced) wall will be the same height and layout of the existing/remaining wall. 4. Tree Preservation and Removal — Please find enclosed herewith an Amended Site Plan demonstrating the additional trees that are proposed to be removed. 5. Landscape Plan — Please find enclosed herewith an Amended Site Plan depicting the proposed landscaping as requested. 6. Wetlands and Wetland Buffers—Please find enclosed herewith an Amended Site Plan and correspondence from Evans Associates Environmental Consulting, Incorporated, dated November 23,2020,that provides calculations for the area of physical disturbance within the limits of the wetland buffer and addressing required wetland buffer mitigation and opining that modifying the plan to avoid disturbance in the buffer would not add any meaningful mitigation or benefit for the pocket wetland. In furtherance of the Club's application for an amendment to the approved site plan, enclosed please find three(3)copies of the following materials: 1. Completed Revised Short Environmental Assessment Form dated November 11, 2020; 2. Photosimulations prepared by Rogers McCagg Architects and Interior Designers, PC, dated November 12, 2020; and 3. Correspondence prepared by Evans Associates Environmental Consulting, Incorporated, dated November 23, 2020. As indicated above, an Amended Site Plan prepared by Ahneman Kirby, LLC, dated October 6, 202o and revised through November 23,2020,is being submitted under separate cover. We look forward to appearing before the Planning Board at its December loth meeting. Respectfully submitted, AK4+wm.y 6. 6Lo f fre,/it Anthony B. Gioffre III Enclosures WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4642898.v l O'CUDDY /2020 +FEDER 1�/2aPage 3 LLP 14 cc: Planning Board; Michal J. Nowak,Village Engineer;Jennifer Gray,Village Attorney; Blind Brook Club,Inc.;WSP USA Inc.; Rogers McCagg Architects and Interior Designers,PC; and Ahneman Kirby, LLC WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4642898.v 1 n OCUDDY +FEDER LLP Anthony B.Gioffre III a ioffre UIcuddyfeder.com October 21, 2020 BY E-MAIL&HAND DELIVERY MichaeIzzo, Building and Fire Inspector D n BuildingDepartm ent EJ Village of Rye Brook 938 King Street a C T 2 1 2020 7 Rye Brook,NY 10573 Re: The Blind Brook Club VILLAGE OF RYE BROOK BUILDING DEPARTMENT — Premises: Q8o Anderson Hill Road,Village of Rye Brook, Dear Mr. Izzo: On behalf of Blind Brook Club, Inc. (the "Club"), we are pleased to submit this letter and supplemental materials as an amendment to our September 23,202o application(the"September 23ra Submission")in connection with proposed minor modifications to the approved site plan for the property located at 98o Anderson Hill Road in the Village of Rye Brook, New York (the "Premises"). As you may recall, the Club received amended site plan approval from the Board of Trustees,a Wetlands Permit from the Planning Board and approval from the Architectural Review Board dated March 24, 202o,April 9, 202o and June 17, 202o respectively. A copy of the Board of Trustees and Planning Board Approval Resolutions are attached hereto for your convenience. A Site Development Permit(BP 20-o8o) was issued on June 10, 2020 which allowed the Club to begin renovations and improvements on the golf course fairways and greens, irrigation system and stormwater management facilities as well as related improvements. As noted in the September �3ra Submission, the Club is proposing minor amendments to the previously approved site plan proposing to convert an existing disturbed portion of the Premises to practice and putting greens. In addition, the Club proposes a minor shift to the existing driveway leading into the Premises in order to accommodate a new putting green. Finally, the Club proposes to widen the existing entryway to the Club and construct an approximately 1,700 sq. ft. teaching facility building. As part of the Club's previous site plan approval, landscape screening is proposed to conceal the teaching facility building from nearby residential development. The Club is proposing the minor entryway widening because the existing narrow entryway creates a dangerous "bottleneck" scenario where one vehicle attempting to pull into the entryway is stopped by another vehicle exiting at the same time. This results with the rear of a vehicle being exposed to oncoming traffic on Anderson Hill Road. In addition to the obvious safety issue, the current conditions often result in unnecessary traffic buildup along Anderson Hill Road. In accordance with Section 2o9-1(A)(2)(c) of the Village Code, the Planning Board shall be the designated approval authority for applications seeking approval for "[m]inor amendments to an approved site plan,such as a change of less than ro%of the existing building footprint, increase WESTCHESTER i NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4610074.v 1 OCUDDY /2020 +FEDER 1o�21Page 2 LLP of less than lo% of the existing impervious surface coverage, modifications to site lighting, pedestrian circulation patterns,landscape plans or signage,or other similar minor amendments." The proposed teaching facility building represents a 1.7%increase in impervious surface coverage of the Premises and is therefore considered a "minor modification" in accordance with Section 2og-l(A)(2)(c). Furthermore,the existing building footprint of the clubhouse,including terraces and roofed terraces is approximately 17,200 sq.ft., making the teaching facility building a change of less than io%of same. The minor modifications proposed herein are certainly consistent with the historical use of the Premises as well as the recently approved site plan. Moreover,the minor modifications are de minimis in that they will not result in a significant change in grade to the Premises and any impact to drainage or stormwater management as a result of the modifications would be negligible. In furtherance of the Club's application for an amendment to the approved plan, enclosed please find three (3) copies of the following materials: 1. Completed Amended Site Plan Application Form and Amended Wetlands Permit Application Form; 2. Drainage Summary Report for the Teaching Facility Building, prepared by AhnemanKirby, Engineers,Surveyors, Planners, P.C, dated October 20, 2020; 3. Photographs along Anderson Hill Road simulating the location of the proposed Teaching Facility Building; and 4. Amended Stormwater Pollution Prevention Plan Certification Letter prepared by WSP USA,Inc.. Also included herewith are three (3) signed and sealed sets of amended site plans prepared by Rogers McCagg Architects. We look forward to speaking with the Planning Board at its November 121h meeting. Respectfully submitted, A,o4ko ti.y f3. Cio f f�-e,(II Anthony B. Gioffre III Enclosures cc: Planning Board; Michal J. Nowak,Village Engineer,Village Attorney, Blind Brook Club, Inc.,WSP USA Inc., Rogers McCagg Architects and Interior Designers, PC,Ahneman Kirby, LLP WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4610074.v 1 Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HydroCAD Prepared by {enter your company name here) Printed 10/20/2020 HydroCAD®10.00-26 s/n 01998 O 2020 HydroCAD Software Solutions LLC Page 2 Area Listing (selected nodes) Area CN Description (sq-ft) (subcatchment-numbers) g 120,841 86 <50% Grass cover, Poor, HSG C (PD-1) U f j1,545 98 Asphalt Walkway (PD-1) U3,637 94 Cart Path (PD-1)23,018 98 Proposed Driveway (PD-1) 2020 3,060 94 Proposed Parking (PD-1) VILLA1,796 98 Proposed Teaching Facility (PD-2) BVIL E 13fR 648 98 Proposed Walkway (PD-1) ARTMENT 154,546 88 TOTAL AREA Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HydroCAD Prepared by {enter your company name here} Printed 10/20/2020 HydroCADO 10.00-26 sln 01998 ©2020 HydroCAD Software Solutions LLC Page 3 Soil Listing (selected nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 0 HSG B 120,841 HSG C PD-1 0 HSG D 33,704 Other PD-1, PD-2 154,545 TOTAL AREA Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HydroCAD Prepared by {enter your company name here} Printed 10/20/2020 HydroCADO 10.00-26 s/n 01998 ©2020 HydroCAD Software Solutions LLC Page 4 Ground Covers (selected nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground SL (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover NL 0 0 120,841 0 0 120,841 <50% Grass cover, Poor 0 0 0 0 1,545 1,545 Asphalt Walkway 0 0 0 0 3,637 3,637 Cart Path 0 0 0 0 23,018 23,018 Proposed Driveway 0 0 0 0 3,060 3,060 Proposed Parking 0 0 0 0 1,796 1,796 Proposed Teaching Facility 0 0 0 0 648 648 Proposed Walkway 0 0 120,841 0 33,704 154,545 TOTAL AREA Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility Hycrype I// 24-hr 1-Year Rainfall=2.90" Prepared by (enter your company name here) Printed 10/20/2020 HydroCAD® 10.00-26 s/n 01998 ©2020 HydroCAD Software Solutions LLC Page 5 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method SubcatchmentPD-1: Proposed Driveway Runoff Area=152,749 sf 16.50% Impervious Runoff Depth>1.73" Tc=6.0 min CN=88 Runoff=6.96 cfs 21,997 cf SubcatchmentPD-2: Proposed Teaching Runoff Area=1,796 sf 100.00% Impervious Runoff Depth>2.67" Tc=6.0 min CN=98 Runoff=0.11 cfs 399 cf Reach PostD-1: P.O.I.A Inflow=6.96 cfs 21,997 cf Outflow=6.96 cfs 21,997 cf Pond C-1: Proposed Cultec Peak Elev=297.00' Storage=399 cf Inflow=0.11 cfs 399 cf Outflow=0.00 cfs 0 cf Link PostD: Combined P.O.I.A Inflow=6.96 cfs 21,997 cf Primary=6.96 cfs 21,997 cf Total Runoff Area = 154,545 sf Runoff Volume = 22,396 cf Average Runoff Depth = 1.74" 82.52% Pervious = 127,538 sf 17.48% Impervious = 27,007 sf Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility Hydrype III 24-hr 2-Year Rainfall=3.40" Prepared by {enter your company name here} Printed 10/20/2020 HydroCADO 10.00-26 s/n 01998 ©2020 HydroCAD Software Solutions LLC Page 6 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method SubcatchmentPD-1: Proposed Driveway Runoff Area=152,749 sf 16.50% Impervious Runoff Depth>2.18" Tc=6.0 min CN=88 Runoff=8.72 cfs 27,697 cf SubcatchmentPD-2: Proposed Teaching Runoff Area=1,796 sf 100.00% Impervious Runoff Depth>3.16" Tc=6.0 min CN=98 Runoff=0.13 cfs 474 cf Reach PostD-1: P.O.I.A Inflow=8.72 cfs 27,710 cf Outflow=8.72 cfs 27,710 cf Pond C-1: Proposed Cultec Peak Elev=297.52' Storage=461 cf Inflow=0.13 cfs 474 cf Outflow=0.00 cfs 13 cf Link PostD: Combined P.O.I.A Inflow=8.72 cfs 27,710 cf Primary=8.72 cfs 27,710 cf Total Runoff Area = 154,545 sf Runoff Volume= 28,171 cf Average Runoff Depth = 2.19" 82.52% Pervious = 127,538 sf 17.48% Impervious = 27,007 sf Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility Hyd-ype l/l 24-hr 5-Year Rainfall=4.30" Prepared by {enter your company name here} Printed 10/20/2020 HydroCADO 10.00-26 s/n 01998 ©2020 HydroCAD Software Solutions LLC Page 7 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method SubcatchmentPD-1: Proposed Driveway Runoff Area=152,749 sf 16.50% Impervious Runoff Depth>3.01" Tc=6.0 min CN=88 Runoff=11.92 cfs 38,267 cf SubcatchmentPD-2: Proposed Teaching Runoff Area=1,796 sf 100.00% Impervious Runoff Depth>4.06" Tc=6.0 min CN=98 Runoff=0.17 cfs 608 cf Reach PostD-1:P.O.I.A Inflow=11.92 cfs 38,413 cf Outflow=11.92 cfs 38,413 cf Pond C-1: Proposed Cultec Peak Elev=297.56' Storage=465 cf Inflow=0.17 cfs 608 cf Outflow=0.01 cfs 147 cf Link PostD: Combined P.O.I.A Inflow=11.92 cfs 38,413 cf Primary=11.92 cfs 38,413 cf Total Runoff Area = 154,545 sf Runoff Volume = 38,875 cf Average Runoff Depth = 3.02" 82.52% Pervious = 127,538 sf 17.48% Impervious = 27,007 sf Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType Ill 24-hr 10-Year Rainfall=5.25" Prepared by {enter your company name here} Printed 10/20/2020 HydroCAD® 10.00-26 s/n 01998 O 2020 HydroCAD Software Solutions LLC Page 8 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CIS! Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method SubcatchmentPD-1: Proposed Driveway Runoff Area=152,749 sf 16.50% Impervious Runoff Depth>3.90" Tc=6.0 min CN=88 Runoff=15.30 cfs 49,694 cf Subcatchment PD-2: Proposed Teaching Runoff Area=1,796 sf 100.00% Impervious Runoff Depth>5.01" Tc=6.0 min CN=98 Runoff=0.21 cfs 750 cf Reach PostD-1: P.O.I.A Inflow=15.30 cfs 49,983 cf Outflow=15.30 cfs 49,983 cf Pond C-1: Proposed Cultec Peak Elev=297.64' Storage=474 cf Inflow=0.21 cfs 750 cf Outflow=0.06 cfs 288 cf Link PostD: Combined P.O.E.A Inflow=15.30 cfs 49,983 cf Primary=15.30 cfs 49,983 cf Total Runoff Area = 154,545 sf Runoff Volume = 50,444 cf Average Runoff Depth = 3.92" 82.52% Pervious = 127,538 sf 17.48% Impervious = 27,007 sf Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType 111 24-hr 25-Year Rainfall=6.40" Prepared by {enter your company name here} Printed 10/20/2020 HydroCADO 10.00-26 s/n 01998 ©2020 HydroCAD Software Solutions LLC Paae 9 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method SubcatchmentPD-1: Proposed Driveway Runoff Area=152,749 sf 16.50% Impervious Runoff Depth>5.01" Tc=6.0 min CN=88 Runoff=19.38 cfs 63,751 cf Subcatchment PD-2: Proposed Teaching Runoff Area=1,796 sf 100.00% Impervious Runoff Depth>6.16" Tc=6.0 min CN=98 Runoff=0.25 cfs 922 cf Reach PostD-1:P.O.I.A Inflow=19.36 cfs 64,212 cf Outflow=19.36 cfs 64,212 cf Pond C-1: Proposed Cultec Peak Elev=297.75' Storage=484 cf Inflow=0.25 cfs 922 cf Outflow=0.16 cfs 461 cf Link Postb: Combined P.O.I.A Inflow=19.36 cfs 64,212 cf Primary=19.36 cfs 64,212 cf Total Runoff Area = 154,545 sf Runoff Volume = 64,672 cf Average Runoff Depth = 5.02" 82.52% Pervious = 127,538 sf 17.48% Impervious = 27,007 sf Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType 11124-hr 50-Year Rainfall=7.60" Prepared by {enter your company name here} Printed 10/20/2020 HydroCAD® 10.00-26 sln 01998 ©2020 HydroCAD Software Solutions LLC Page 10 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method SubcatchmentPD-1: Proposed Driveway Runoff Area=152,749 sf 16.50% Impervious Runoff Depth>6.17" Tc=6.0 min CN=88 Runoff=23.61 cfs 78,580 cf SubcatchmentPD-2: Proposed Teaching Runoff Area=1,796 sf 100.00% Impervious Runoff Depth>7.36" Tc=6.0 min CN=98 Runoff=0.30 cfs 1,101 cf Reach PostD-1:P.O.I.A Inflow=23.87 cfs 79,221 cf Outflow=23.87 cfs 79,221 cf Pond C-1: Proposed Cultec Peak Elev=297.85' Storage=494 cf Inflow=0.30 cfs 1,101 cf Outflow=0.29 cfs 641 cf Link PostD: Combined P.O.I.A Inflow=23.87 cfs 79,221 cf Primary=23.87 cfs 79,221 cf Total Runoff Area = 154,545 sf Runoff Volume = 79,681 cf Average Runoff Depth = 6.19" 82.52% Pervious = 127,538 sf 17.48% Impervious = 27,007 sf Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HType 111 24-hr 100-Year Rainfal1=9.10" Prepared by {enter your company name here} Printed 1 012 0/2 0 2 0 HydroCAD® 10.00-26 s/n 01998 ©2020 HydroCAD Software Solutions LLC Page 11 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method SubcatchmentPD-1: Proposed Driveway Runoff Area=152,749 sf 16.50% Impervious Runoff Depth>7.64" Tc=6.0 min CN=88 Runoff=28.86 cfs 97,262 cf SubcatchmentPD-2: Proposed Teaching Runoff Area=1,796 sf 100.00% Impervious Runoff Depth>8.85" Tc=6.0 min CN=98 Runoff=0.36 cfs 1,325 cf Reach PostD-1:P.O.I.A Inflow=29.20 cfs 98,125 cf Outflow=29.20 cfs 98,125 cf Pond C-1: Proposed Cultec Peak Elev=297.89' Storage=497 cf Inflow=0.36 cfs 1,325 cf Outflow=0.35 cfs 864 cf Link PostD:Combined P.O.I.A Inflow=29.20 cfs 98,125 cf Primary=29.20 cfs 98,125 cf Total Runoff Area = 154,545 sf Runoff Volume = 98,587 cf Average Runoff Depth = 7.66" 82.52% Pervious = 127,538 sf 17.48% Impervious = 27,007 sf Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType 11124-hr 10-Year Rainfall=5.25" Prepared by {enter your company name here) Printed 10/20/2020 HydroCAD® 10.00-26 _s/n 01998 ®2020 HydroCAD Software Solutions LLC Pape 1 Summary for Subcatchment PD-1: Proposed Driveway & Parking Runoff = 15.30 cfs @ 12.09 hrs, Volume= 49,694 cf, Depth> 3.90" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 10-Year Rainfall=5.25" Area (so CN Description " 23,018 98 Proposed Driveway " 3,060 94 Proposed Parking 648 98 Proposed Walkway 1,545 98 Asphalt Walkway 120,841 86 <50% Grass cover, Poor, HSG C 3,637 94 Cart Path 152,749 88 Weighted Average 127,538 83.50% Pervious Area 25,211 16.50% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Flow on Asphalt Subcatchment PD-1: Proposed Driveway & Parking Hydrograph 17 !Runoff 16 15.30 cfs 15 Type III 24-hr 14 10-Year Rainfall=5.25" 12 Runoff Area=152,749 sf " Runoff Volume=49,694 cf 19 Runoff Depth>3.90" o e Tc=6.0 min " 7 CN=88 6- 4- 3 2 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 Time (hours) 6L L L9'Z £8'E 9L7 L Lb E t?t"Z 69'£ 09'ZL Ob'L 9VZ OCT 9Z'ZL Z9'6 6V L Z9'Z 007 L L9'£ 98'0 L8'L 9L'L L 617'L £9'0 99'L 09'L L E L'L £9,0 Zti'L 9Z'L L s L'0 WE 9Z'9 0017Z 88'0 W0 L£'L 00'L L 9VO 06T bZ'9 9L"EZ LL'O 6E,0 ZZ'L 9L'OL 9VO 88'E £Z'9 09'EZ L9'O tic'O t7['L 09'OL LL'0 L8'E 2'9 9Z'£Z 99'0 6Z'0 901 9Z'0L LL'O 98'E OZ'9 00TZ 09,0 9Z'O 66'0 00'OL 9L'0 98'E 64'9 9L'ZZ 9VO LZ*O E6'0 9L'6 9L'0 "T 81'9 097Z Ob'O 84'o L8'0 09'6 6VO Z8'£ 9V9 9Z'ZZ 9E'0 9L'0 Z8'0 9Z'6 64'O L9'£ 9V9 007Z OE`0 EL'O LL'O 00'6 0Z'O 08'£ Mg 9L'LZ 9Z'0 L L'0 ZL'O 9L'8 OZ'O 8L'£ ZL'9 09'2 ZZ'O 60'0 L9'0 09'8 LZ'O LL'E OL'9 9Z'LZ 6VO 80'0 E9'O 9Z'8 LZ'O 9L'£ 60'9 00'2 9VO 90'0 09'0 00'8 ZZ'O bL,E LO'9 9L,0Z t?L'0 90,0 LTO 9L'L ZZ'O ZL'£ 90'9 09'0Z ZL'0 170'0 E9'0 09'L EZ'O LL'E t7O'9 9Z,OZ OL'O E0'0 09,0 9Z,L £Z'0 69'£ ZO'9 00'0Z 60'0 £O'O 8tr'0 001 bZ'0 89'E 10,9 9L'64 LO'O ZO'O 9VO 9L'9 t7Z'0 99'E 6617 09'64 90'0 LO'O ZVO 09'9 9Z,0 tr9'E L6't? 9Z'64 90,0 L0'0 OVO 9Z'9 9Z'0 Z9'£ 9617 00'64 t,0'0 L0'0 8£'0 00'9 9Z'0 49'E E617 9L,8L EO'O 00"0 K0 9L'9 LZ'O 69'E 4617 09'8L ZO'O 00'0 K'0 09'9 8Z'0 L9'E 68'ti 9Z'8L LO'0 00'0 ZE'O 9Z'9 6Z'O 99'E Le,t? 00'9L ITT 00,0 OE'O 00'9 LE'0 E9'E 98't? 9L'LL 00'O 00'0 8Z'0 9L't? M0 09"E EB't7 091 00,0 00,0 9Z,0 09"b 9£'0 817'E OS'tr 9Z'LL 00'0 00'0 Vz'0 9Z't 8E'0 917'E LL'b 001 OO'0 00'0 £Z'O 00'V Ot7'0 £b'E 9L'b 9L'94 OO'0 00'0 LZ'O 9L'£ ZVO 017'£ ZL'b 09'94 OTT 00'0 6VO 09'E t7t7'0 L£'E 89't7 9Z'9L OO'O 00'0 91'0 9Z'E ZVO b£'£ 99'b 00'9L 00'0 00'0 91'0 WE Z9,0 OE'E Z9'17 9L'5L OTT 00,0 9L'0 9L'Z L9'0 LZ'£ 89'ti 09'9L OO'0 00'0 £L'0 09'Z Z9"0 UT E9'b 9Z,9L OO'0 00"0 ZVO 9Z,Z L9'0 9 VC Wti 00'9 L 00'0 00'0 L L`0 00'Z ZL'0 E L'E cVt? 9L't7l 00'0 00'0 60'0 9L'L LL'0 80'E 8E'17 O9'tll 00'0 00'0 80'0 09'l Z8,0 ME ZE'b 9Z 7r 00"0 00,0 L0'0 9Z,4 68'0 L67 9Z'17 00'tll 00'O 00'0 90'0 00'L 66'0 L6'Z 6 4*V 9L'£L OO'0 00'0 170'0 U'o 60'L E8'Z L L'b 09'E L 00'0 00'0 £0'0 09'O 6 L'L 9L'Z E017 sZ'E L 00'0 00'0 LO'O 9Z'0 Ot?'4 L9'Z t,6'£ 00'E L 00'0 00'0 00'0 00'O s;o sayaui sayow smog s;o sayoui sayoui sinoy }toun� ssaox3 -dioaad 9wil gound ssaox3 'diOaJd quail BUIIJed 18 AeManIJQ pasodoJd :�-pd ;uawyojeognS Jol ydeiBoJpAH Z abed 01-1 suoitnIoS aaemljoS (]Voojp H OZOZ O 966 LO u/s 9Z-00'0 L 8(]VoOJP H OZOZ/OZ/OL pa}ulJd {away aweu huedwoo anon(aalua} Aq paaedaJd „5Z'9=//eNW8 JeeA-Ol au-t J H/ ed/fLAH Alilioe j 6uipeal pasodoJd 'g BUIISIx3 OZ-0 VOZOZ A6OIOJPAH pasodad 'R 6uitsix3 Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType 1/1 24-hr 10-Year Rainfall=5.25" Prepared by {enter your company name here} Printed 10/20/2020 HydroCAD® 10.00-26 sln 01998 ©2020 HydroCAD Software Solutions LLC Page 3 Summary for Subcatchment PD-2: Proposed Teaching Facility Runoff = 0.21 cfs @ 12.09 hrs, Volume- 750 cf, Depth> 5.01" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 10-Year Rainfall=5.25" Area (sf) CN Description 1,796 98 Proposed Teaching Facility 1,796 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Flow on Asphalt Subcatchment PD-2: Proposed Teaching Facility Hydrograph 0.23 ®Runof6 0.22- 0.21 cfs 2 0 0. Type III 24-hr D. 0.19 0.1 10-Year Rainfall=5.25" 0.17 0.16 Runoff Area=1 ,796 sf 0.15 0.1 0.13 Runoff Volume=750 c o a,;; Runoff Depth>5.01" `L 01 .0.09 0 Tc=6.0 min 0.08w 0.07 N=98 (r 0.06 0.05 0.04 0.03 0.02 0.01 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType 111 24-hr 10-Year Rainfall=5.25" Prepared by {enter your company name here} Printed 10/20/2020 H droCAD® 10.00-26 s/n 01998 ©2020 H droCAD Software Solutions LLC Page 4 Hydrograph for Subcatchment PD-2: Proposed Teaching Facility Time Precip. Excess Runoff Time Precip. Excess Runoff hours inches inches cfsu_rs) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 13.00 3.94 3.70 0.02 0.25 0.01 0.00 0.00 13.25 4.03 3.79 0.02 0.50 0.03 0.00 0.00 13,50 4.11 3.88 0.01 0.75 0.04 0,00 0.00 13.75 4.19 3.95 0.01 1.00 0.05 0.00 0.00 14,00 4.26 4.02 0.01 1,25 0.07 0,00 0.00 14.25 4.32 4.08 0.01 1.50 0.08 0.01 0.00 14.50 4.38 4.14 0.01 1.75 0.09 0.01 0.00 14.75 4.43 4.20 0.01 2.00 0.11 0.02 0.00 15.00 4.48 4.25 0.01 2.25 0.12 0.02 0.00 15.25 4.53 4.30 0.01 2.50 0.13 0.03 0.00 15,50 4.58 4.34 0.01 2.75 0.15 0.04 0.00 15.75 4.62 4.38 0.01 3.00 0.16 0,04 0.00 16.00 4.65 4.42 0.01 3.25 0.18 0.05 0.00 16.25 4.68 4.45 0.01 3,50 0.19 0,06 0.00 16.50 4.72 4.48 0.01 3.75 0.21 0.08 0.00 16.75 4.75 4.51 0.00 4.00 0.23 0.09 0.00 17.00 4.77 4.54 0.00 4.25 0.24 0.10 0.00 17.25 4.80 4.57 0.00 4.50 0.26 0.11 0.00 17.50 4.83 4.59 0.00 4.75 0,28 0.13 0.00 17.75 4.85 4.61 0.00 5.00 0.30 0.14 0.00 18.00 4.87 4.64 0.00 5.25 0.32 0.16 0.00 18.25 4.89 4.66 0.00 5.50 0.34 0.18 0.00 18.50 4.91 4.68 0.00 5.75 0.36 0.19 0.00 18.75 4.93 4.70 0.00 6,00 0.38 0.21 0.00 19.00 4.95 4.72 0.00 6.25 0.40 0.23 0.00 19.25 4.97 4.73 0.00 6.50 0.42 0.25 0.00 19.50 4.99 4.75 0.00 6.75 0.45 0.27 0.00 19.75 5.01 4.77 0.00 7.00 0.48 0.30 0.00 20.00 5.02 4.79 0.00 7.25 0.50 0.32 0.00 20.25 5.04 4.80 0.00 7.50 0.53 0.35 0.00 20.50 5.06 4.82 0.00 7.75 0.57 0.38 0.00 20.75 5.07 4.84 0.00 8.00 0.60 0.41 0.01 21.00 5.09 4.85 0.00 8.25 0.63 0.44 0.01 21.25 5.10 4.87 0.00 8,50 0,67 0,48 0.01 21.50 5.12 4.88 0.00 8.75 0.72 0.52 0.01 21.75 5.13 4.90 0.00 9.00 0.77 0.57 0.01 22.00 5.15 4.91 0.00 9.25 0,82 0.61 0.01 22.25 5.16 4.93 0.00 9.50 0.87 0.67 0.01 22.50 5.18 4.94 0.00 9.75 0.93 0.72 0.01 22.75 5.19 4.95 0.00 10.00 0.99 0.78 0.01 23.00 5.20 4.97 0.00 10.25 1.06 0.85 0.01 23.25 5.21 4.98 0.00 10.50 1.14 0.92 0.01 23.50 5.23 4.99 0.00 10.75 1.22 1.01 0.01 23.75 5.24 5.00 0,00 11.00 1.31 1.10 0.02 24.00 5.25 5.01 0.00 11,25 1.42 1.20 0.02 11.50 1.56 1.34 0.02 11.75 1.87 1.64 0.06 12.00 2.62 2.40 0.13 12.25 3.38 3.15 0.10 12.50 3.69 3.45 0.04 12.75 3.83 3.59 0.02 Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType 11124-hr 10-Year Rainfall=5.25" Prepared by {enter your company name here) Printed 10/20/2020 HydroCADO 10.00-26 s/n 01998 O 2020 HydroCAD Software Solutions LLC Page 5 Summary for Reach PostD-1: P.O.I. A [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 154,545 sf, 17.48% Impervious, Inflow Depth > 3.88" for 10-Year event Inflow = 15.30 cfs @ 12.09 hrs, Volume= 49,983 cf Outflow = 15.30 cfs @ 12.09 hrs, Volume= 49,983 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs, Reach PostD-1: P.O.I. A Hydrograph 17 ■Inflow ■Outflow 16 Inflow Area=154, 15.30 cfs 15 14 13 12 11 10 o 8 O LL 7 6 5 4 3- 2- 1 Q 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType Ill 24-hr 10-Year Rainfall=5.25" Prepared by {enter your company name here) Printed 10/20/2020 HydroCADV 10.00-26 s/n 01998 ©2020 HydroCAD Software Solutions LLC Page 6 Hydrograph for Reach PostD-1: P.O.I. A Time Inflow Elevation Outflow Time Inflow Elevation Outflow (hours) (cfs) (feet) (cfs) (hours) (cfs) (feet) (cfs) 0,00 0.00 0.00 13.00 1.42 1.42 0.25 0.00 0.00 13.25 1.21 1,21 0.50 0.00 0.00 13.50 1.11 1.11 0.75 0.00 0.00 13.75 1.00 1.00 1.00 0.00 0.00 14.00 0.90 0.90 1.25 0.00 0.00 14.25 0,83 0.83 1.50 0.00 0.00 14.50 0.78 0.78 1.75 0.00 0.00 14.75 0.73 0.73 2.00 0.00 0.00 15.00 0.68 0.68 2.25 0.00 0.00 15.25 0.63 0.63 2.50 0.00 0.00 15.50 0.58 0.58 2.75 0.00 0.00 15.75 0.53 0.53 3.00 0.00 0.00 16.00 0.48 0.48 3.25 0.00 0.00 16.25 0.45 0.45 3.50 0.00 0.00 16.50 0.43 0.43 3.75 0.00 0.00 16.75 0.40 0.40 4.00 0.00 0,00 17.00 0.38 0.38 4.25 0.00 0.00 17.25 0.36 0.36 4.50 0.00 0.00 17.50 0.34 0.34 4.75 0.00 0.00 17.75 0.32 0.32 5.00 0.01 0.01 18.00 0.29 0.29 5.25 0.01 0.01 18.25 0.28 0.28 5.50 0.02 0.02 18.50 0.27 0.27 5,75 0.03 0.03 18.75 0.27 0.27 6.00 0.04 0.04 19.00 0.26 0.26 6,25 0.05 0.05 19,25 0.25 0.25 6.50 0.06 0.06 19.50 0.25 0.25 6.75 0.07 0.07 19.75 0.24 0.24 7.00 0.09 0.09 20.00 0.23 0.23 7.25 0.10 0.10 20.25 0.23 0.23 7.50 0.12 0.12 20.50 0.22 0.22 7.75 0.14 0.14 20.75 0.22 0.22 8.00 0.16 0.16 21.00 0.21 0.21 8.25 0.19 0.19 21.25 0.21 0.21 8.50 0.22 0.22 21.50 0.20 0.20 8.75 0.26 0.26 21.75 0.20 0.20 9.00 0.30 0.30 22.00 0.19 0.19 9.25 0.35 0.35 22.25 0.19 0.19 9.50 0,40 0.40 22.50 0,18 0.18 9.75 0,45 0.45 22.75 0.18 0.18 10.00 0.50 0.50 23.00 0.17 0.17 10.25 0.58 0.58 23.25 0.17 0.17 10.50 0.67 0.67 23.50 0.16 0.16 10.75 0.77 0.77 23.75 0.16 0.16 11.00 0.88 0.88 24.00 0,15 0.15 11.25 1.13 1.13 11.50 1.49 1.49 11.75 3.67 3.67 12.00 9.62 9.62 12.25 7.40 7.40 12.50 3.46 3.46 12.75 1.82 1.82 Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType Ill 24-hr 10-Year Rainfall=5.25" Prepared by {enter your company name here) Printed 10/20/2020 HydroCAD®10.00-26 s/n 01998 cO 2020 HydroCAD Software Solutions LLC Page 7 Summary for Pond C-1: Proposed Cultec Inflow Area = 1,796 sf,100.00% Impervious, Inflow Depth > 5.01" for 10-Year event Inflow = 0.21 cfs @ 12.09 hrs, Volume-- 750 cf Outflow = 0.06 cfs @ 12.42 hrs, Volume= 288 cf, Atten= 70%, Lag= 20.2 min Primary = 0.06 cfs @ 12.42 Mrs, Volume= 288 cf Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs 12 Peak Elev= 297.64' @ 12.42 hrs Surf.Area= 244 sf Storage= 474 cf Plug-Flow detention time= 339.0 min calculated for 288 cf(38% of inflow) Center-of-Mass det. time= 178.1 min ( 924.9- 746.8 ) Volume Invert Avail.Storage Storage Description #1A 294.46' 237 cf 6.33'W x 38.50'L x 3.54'H Field A 864 cf Overall - 272 cf Embedded = 592 cf x 40.0% Voids #2A 294.96' 272 cf Cultec R-330XLHD x 5 Inside#1 Effective Size= 47.8"W x 30.0"H => 7.45 sf x 7.001 = 52.2 cf Overall Size= 52.0"W x 30.5"H x 8.501 with 1.50' Overlap Row Length Adjustment= +1.50' x 7.45 sf x 1 rows 509 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices _ #1 Primary 297.50' 6.0" Vert. Orifice/Grate C= 0.600 -- Primary OutFlow Max=0.06 cfs @ 12.42 hrs HW=297.64' (Free Discharge) L1=OrificelGrate (Orifice Controls 0.06 cfs @ 1.28 fps) Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType 11124-hr 10-Year Rainfall=5.25" Prepared by {enter your company name here} Printed 10/20/2020 H droCAD® 10.00-26 s/n 01998 02020 H droCAD Software Solutions LLC Page 8 Pond C-1: Proposed Cultec - Chamber Wizard Field A Chamber Mode!= Cultec R-330XLHD(Cultec Recharger®330XLHD) Effective Size= 47.8"W x 30.0"H => 7.45 sf x 7.001 = 52.2 cf Overall Size= 52.0"W x 30.5"H x 8.501 with 1.50' Overlap Row Length Adjustment= +1.50' x 7.45 sf x 1 rows 5 Chambers/Row x 7.00' Lang +1.50' Row Adjustment = 36.50' Row Length +12.0" End Stone x 2 = 38.50' Base Length 1 Rows x 52.0" Wide + 12.0" Side Stone x 2 = 6.33' Base Width 6.0" Base + 30.5" Chamber Height + 6.0" Cover= 3.54' Field Height 5 Chambers x 52.2 cf +1.50' Row Adjustment x 7.45 sf x 1 Rows = 272.0 cf Chamber Storage 863.6 cf Field - 272.0 cf Chambers = 591.6 cf Stone x 40.0% Voids = 236.6 cf Stone Storage Chamber Storage + Stone Storage = 508.6 cf= 0.012 of Overall Storage Efficiency = 58.9% Overall System Size = 38.50' x 6.33' x 3.54' 5 Chambers 32.0 cy Field 21.9 cy Stone Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType 1/124-hr 10-Year Rainfall=5.25" Prepared by {enter your company name here} Printed 10/20/2020 HydroCAD® 10.00-26 s/n 01998 0 2020 HydroCAD Software Solutions LLC Page 9 Pond C-1: Proposed Cultec Hydrograph ■Inflow 0.23 0.21 Cfs IMPrimary 0.2 0.21 Inflow Area=1 ,796 sf 0.2 0.19 Peak Elev=297.64' 0.18 0.1 0.16 Storage=474 cf 0.15 0.14 4 0.13 0.12 e 0.11 LL 0.1 0.09 0.08 0.07 0.06 cfs 0.0s 0.05 0.04 0.03 o.a2 0.01 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) Pond C-1: Proposed Cultec Stage-Discharge 298 ■Primary 297 m c 0 a m 296 w 295 0 0.05 0-1 0-15 0.2 0.25 0.3 0.35 0.4 0.45 Discharge (cfs) Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType !1!24-hr 10-Year Rainfall=5.25" Prepared by tenter your company name here) Printed 10/20/2020 HydroCAD® 10.00-26 s/n 01998 C 2020 HydroCAD Software Solutions LLC Page 10 Pond C-1: Proposed Cultec Stage-Area-Storage 298 ■Storage 297 m a c M0 y 296 w 295 0 50 100 150 200 254 300 350 400 450 500 Storage(cubic-feet) Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType !ll 24-hr 10-Year Rainfall=5.25" Prepared by {enter your company name here} Printed 10120/2020 HydroCAD® 10.00-26 s/n 01998 ©2020 HydroCAD Software Solutions LLC Page 11 Hydrograph for Pond C-1: Proposed Cultec Time Inflow Storage Elevation Primary (hours) (cfs) (cubic-feet) (feet) (cfs) 0.00 0.00 0 294.46 0.00 0.50 0.00 0 294.46 0,00 1.00 0.00 0 294.46 0.00 1.50 0.00 1 294.47 0.00 2.00 0.00 2 294.48 0.00 2.50 0.00 4 294.50 0.00 3.00 0,00 6 294.52 0.00 3.50 0.00 9 294.55 0.00 4.00 0.00 12 294.59 0.00 4.50 0.00 16 294.63 0.00 5.00 0.00 21 294.67 0.00 5.50 0.00 25 294.72 0.00 6.00 0.00 30 294.77 0,00 6.50 0.00 36 294.83 0.00 7.00 0.00 43 294.90 0.00 7.50 0.00 51 294.97 0.00 8.00 0.01 59 295.02 0.00 8.50 0.01 70 295.07 0.00 9.00 0.01 82 295.14 0.00 9.50 0.01 97 295.22 0.00 10.00 0.01 114 295.31 0.00 10.50 0.01 134 295.43 0.00 11.00 0.02 159 295.56 0.00 11.50 0.02 193 295.75 0.00 12,00 0.13 300 296.37 0.00 12.50 0.04 472 297.63 0.05 13.00 0.02 467 297.58 0.02 13.50 0.01 466 297.57 0.01 14.00 0.01 465 297.56 0.01 14.50 0.01 465 297.55 0.01 15.00 0.01 465 297.55 0.01 15.50 0,01 464 297.55 0.01 16.00 0.01 464 297.54 0.01 16.50 0.01 464 297.54 0.01 17.00 0.00 463 297.54 0.00 17.50 0.00 463 297.53 0,00 18.00 0.00 463 297.53 0.00 18.50 0.00 462 297.53 0.00 19.00 0.00 462 297.53 0.00 19.50 0.00 462 297.53 0.00 20.00 0.00 462 297.52 0.00 20.50 0.00 462 297.52 0.00 21.00 0.00 462 297.52 0.00 21,50 0.00 462 297.52 0.00 22.00 0.00 462 297.52 0.00 22.50 0.00 462 297.52 0.00 23.00 0.00 462 297.52 0.00 23.50 0.00 462 297.52 0.00 24.00 0.00 461 297.52 0.00 Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType Ill 24-hr 10-Year Rainfalf=5.25" Prepared by{enter your company name here} Printed 10/20/2020 HydroCAD®10.00-26 s/n 01998 ©2020 HydroCAD Software Solutions LLC Paoe 12 Stage-Discharge for Pond C-1: Proposed Cultec Elevation Primary Elevation Primary Elevation Primary Elevation Primary (feet) (cfs) (feet) (cfs) ,-(feet) (cfs) (feet) (cfs) 294.46 0.00 295.50 0.00 296.54 0.00 297.58 0.02 294.48 0.00 295.52 0.00 296.56 0.00 297.60 0.03 294.50 0.00 295.54 0.00 296.58 0,00 297.62 0.04 294.52 0.00 295.56 0.00 296.60 0.00 297.64 0.06 294.54 0.00 295.58 0.00 296.62 0.00 297.66 0.07 294.56 0.00 295,60 0.00 296.64 0.00 297.68 0.09 294.58 0.00 295.62 0.00 296.66 0.00 297.70 0.11 294.60 0.00 295.64 0.00 296.68 0.00 297.72 0.13 294.62 0.00 295.66 0.00 296.70 0.00 297.74 0.16 294.64 0.00 295.68 0.00 296.72 0.00 297.76 0.18 294.66 0.00 295.70 0.00 296.74 0.00 297.78 0.20 294.68 0.00 295.72 0.00 296.76 0.00 297.80 0.23 294.70 0.00 295.74 0.00 296.78 0.00 297.82 0.26 294.72 0.00 295.76 0.00 296.80 0.00 297.84 0.28 294.74 0.00 295.78 0.00 296.82 0.00 297.86 0.31 294.76 0.00 295.80 0.00 296.84 0.00 297.88 0.34 294.78 0.00 295.82 0.00 296.86 0.00 297.90 0.36 294.80 0.00 295.84 0.00 296.88 0.00 297.92 0.39 294.82 0.00 295.86 0.00 296.90 0.00 297.94 0.41 294.84 0.00 295.88 0.00 296.92 0.00 297.96 0.44 294.86 0.00 295.90 0.00 296.94 0.00 297.98 0.45 294.88 0.00 295.92 0.00 296.96 0.00 298.00 0.47 294.90 0.00 295.94 0.00 296.98 0.00 294.92 0.00 295.96 0.00 297.00 0.00 294.94 0.00 295.98 0.00 297.02 0,00 294.96 0.00 296.00 0.00 297.04 0.00 294.98 0.00 296.02 0.00 297.06 0.00 295,00 0.00 296.04 0.00 297.08 0.00 295.02 0.00 296.06 0,00 297.10 0.00 295.04 0.00 296.08 0.00 297.12 0.00 295.06 0.00 296.10 0.00 297.14 0.00 295.08 0.00 296.12 0,00 297.16 0.00 295.10 0.00 296.14 0,00 297.18 0.00 295.12 0.00 296.16 0,00 297.20 0.00 295.14 0.00 296.18 0.00 297.22 0,00 295.16 0.00 296.20 0.00 29724 0.00 295.18 0.00 296.22 0.00 297.26 0.00 295.20 0.00 296.24 0.00 297.28 0.00 295.22 0.00 296.26 0.00 297.30 0.00 295.24 0.00 296.28 0.00 297.32 0.00 295.26 0.00 296.30 0.00 297.34 0.00 295.28 0.00 296.32 0.00 297.36 0.00 295.30 0.00 296.34 0.00 297.38 0.00 295.32 0.00 296.36 0.00 297.40 0.00 295,34 0.00 296.38 0.00 297.42 0.00 295.36 0.00 296.40 0.00 297.44 0.00 295.38 0.00 296.42 0.00 297.46 0.00 295.40 0.00 296.44 0.00 297.48 0.00 295.42 0.00 296.46 0.00 297.50 0.00 295.44 0.00 296.48 0.00 297.52 0.00 295A6 0.00 296.50 0.00 297.54 0.01 295.48 0.00 296.52 0.00 297.56 0.01 Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType 11124-hr 10-Year Rainfall=5.25" Prepared by {enter your company name here) Printed 10/20/2020 H droCAD® 10.00-26 s/n 01998 ©2020 H droCAD Software Solutions LLC Pa e 13 Stage-Area-Storage for Pond C-1: Proposed Cultec Elevation Storage Elevation Storage (feet) (cubic-feet) (feet) (cubic-feet) 294.46 0 297.06 408 294.51 5 297.11 415 294.56 10 297.16 422 294.61 15 297.21 428 294.66 20 297.26 434 294.71 24 297.31 440 294.76 29 297.36 445 294.81 34 297.41 451 294.86 39 297.46 456 294.91 44 297.51 461 294.96 49 297.56 466 295.01 58 297.61 470 295.06 67 297.66 475 295.11 76 297.71 480 295.16 86 297.76 485 295.21 95 297.81 490 295.26 104 297.86 495 295.31 113 297.91 500 295.36 122 297.96 505 295.41 131 295.46 140 295.51 149 295.56 158 295.61 167 295.66 176 295.71 185 295.76 194 295.81 203 295.86 212 295.91 221 295.96 230 296.01 238 296.06 247 296.11 256 296.16 265 296.21 273 296.26 282 296.31 290 296.36 299 296.41 307 296.46 316 296.51 324 296.56 332 296.61 340 296.66 348 296.71 356 296.76 364 296.81 372 296.86 379 296.91 387 296.96 394 297.01 401 Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType 11124-hr 90-Year Rainfall=5.25" Prepared by {enter your company name here) Printed 10/20/2020 HydroCADO 10.00-26 s/n 01998 ©2020 HydroCAD Software Solutions LLC Page 14 Summary for Link PostD: Combined P.O.I. A Inflow Area = 154,545 sf, 17.48% Impervious, Inflow Depth > 3.88" for 10-Year event Inflow = 15.30 cfs @ 12.09 hrs, Volume= 49,983 cf Primary = 15.30 cfs @ 12.09 hrs, Volume= 49,983 cf, Atten= 0%, Lag= 0.0 min Primary outflow= Inflow, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Link PostD: Combined P.O.I. A Hydrograph ■R-- 17 0 Pbrnary 16 Inflow Area=154, 15.30 cfs 15- 14 13 12. 11 m 10 9 0 6 LL 7 6 5 4 3 2 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) Existing & Proposed Hydrology 2020-10-20 Existing & Proposed Teaching Facility HyType /// 24-hr 10-Year Rainfall=5.25" Prepared by {enter your company name here} Printed 10/20/2020 H droCAM 10.00-26 s/n 01998 O 2020 H droCAD Software Solutions LLC Page 15 Hydrograph for Link PostD: Combined P.O.I. A Time Inflow Elevation Primary Time Inflow Elevation Primary (hours) (cfs) (feet) (cfs) (hours) (cfs) (feet) (cfs) 0.00 0.00 0.00 0.00 13.00 1.42 0.00 1.42 0,25 0.00 0.00 0.00 13.25 1.21 0.00 1.21 0.50 0.00 0.00 0.00 13.50 1.11 0,00 1.11 0.75 0.00 0.00 0.00 13.75 1.00 0.00 1.00 1.00 0.00 0.00 0.00 14.00 0.90 0.00 0.90 1.25 0.00 0,00 0.00 14.25 0.83 0.00 0.83 1.50 0.00 0.00 0.00 14.50 0.78 0.00 0.78 1.75 0.00 0.00 0.00 14.75 0.73 0.00 0.73 2.00 0.00 0.00 0.00 15.00 0.68 0.00 0.68 2.25 0.00 0.00 0.00 15.25 0.63 0.00 0.63 2.50 0.00 0.00 0.00 15.50 0.58 0.00 0.58 2.75 0.00 0.00 0.00 15.75 0.53 0.00 0.53 3.00 0.00 0.00 0.00 16.00 0.48 0.00 0.48 3.25 0.00 0.00 MO 16.25 0.45 0.00 0.45 3.50 0.00 0.00 0.00 16.50 0,43 0.00 0.43 3.75 0.00 0.00 0.00 16.75 0,40 0.00 0.40 4.00 0.00 0.00 MO 17.00 0.38 0.00 0.38 4.25 0.00 0.00 0.00 17.25 0.36 0.00 0.36 4.50 0.00 0.00 0.00 17.50 0.34 0.00 0.34 4,75 0.00 0.00 0.00 17.75 0.32 0.00 0.32 5.00 0.01 0.00 0.01 18.00 0.29 0.00 0,29 5.25 0.01 0.00 0.01 18.25 0.28 0.00 0.28 5.50 0.02 0.00 0.02 18.50 0.27 0.00 0.27 5.75 0.03 0.00 0.03 18.75 0.27 0,00 0.27 6.00 0.04 0.00 0.04 19.00 0.26 0.00 0.26 6.25 0.05 0.00 0.05 19.25 0.25 0.00 0.25 6.50 0.06 0.00 0.06 19.50 0.25 0.00 0.25 6.75 0.07 0.00 0.07 19.75 0.24 0.00 0.24 7.00 0,09 0.00 0.09 20.00 0.23 0.00 0.23 7.25 0.10 0.00 0.10 20.25 0.23 0.00 0.23 7.50 0.12 0.00 0.12 20.50 0.22 0.00 0.22 7.75 0,14 0.00 0.14 20.75 0.22 0.00 0.22 8.00 0.16 0.00 0.16 21.00 0.21 0.00 0.21 8.25 0.19 0.00 0.19 21.25 0.21 0.00 0.21 8.50 0.22 0.00 0.22 21.50 0.20 0.00 0.20 8.75 0.26 MO 0.26 21.75 0.20 0.00 0.20 9.00 0.30 0.00 0.30 22.00 0.19 0.00 0.19 9.25 0.35 0.00 0.35 22.25 0.19 0.00 0.19 9.50 0.40 0.00 0.40 22.50 0.18 0.00 0.18 9.75 0.45 0.00 0.45 22.75 0.18 0.00 0.18 10.00 0.50 0.00 0.50 23.00 0.17 0.00 0.17 10.25 0.58 0.00 0.58 23.25 0.17 0.00 0.17 10.50 0.67 0.00 0.67 23.50 0.16 0.00 0.16 10.75 0.77 0.00 0.77 23.75 0.16 0.00 0.16 11.00 0.88 0.00 0.88 24,00 0.15 0.00 0.15 11,25 1.13 0.00 1.13 11.50 1.49 0.00 1.49 11.75 3.67 0.00 3.67 12.00 9.62 0.00 9.62 12.25 7.40 0.00 7.40 12,50 3.46 0.00 3.46 12.75 1.82 0.00 1.82 D ECE�Ve Ar, AHNEMANKIRBY OCT 212020 ENGINEERS • SURVE URS • PLANNERS VILLAGE SUILDIN OD RYPo,E BR - DRAINAGE SUMMARY REPORT Blind Brook Club 980 Anderson Hill Road, Purchase,NY October 6,2020 The subject parcel consists of 162.303 acres (7,069,918.68 square feet). The existing area of interest consists of 3.55 acres (154,545 square feet) and the existing peak runoffs for multiple storm events are as follows: 2-year storm:8.82(cfs) 5-year storm: I Z 0 6(cfs) 10 year storm: 15.48(cfs) 25-year storm: 19.60(cfs) 50 year storm:23.88(cfs) 100 year storm:29.20(cfs) Proposed development consists of new asphalt driveway to replace existing driveway, new cart path, new walkway, 17 turf parking spaces, and new Teaching Facility building. Those improvements will create an increase of 7,105 square feet of impervious area. Five (5) Cultec 330XLHD units will be installed to store the stormwater of the Teaching Facility building. They will be placed approximately 25 feet south of the building and will be discharged to a proposed Outlet Control Structure located approximately 20 feet south of the proposed Teaching Facility building that will be draining into an existing drain inlet 130 feet south of the said building. The proposed area peak runoff for storm events with the detention is: 2-year storm:8.72(cfs) 5-year storm: IL 92(cfs) 10 year storm:15.30(cfs) 25 year storm:19.36(cfs) 50 year storm:23.88(cfs) 100 year storm:29.20(cfs) The storm events result in a decrease in area peak runoff. This maintains the current impact to the existing drainage system. This design is in accordance with Village of Rye Brook Stormwater Management and NYS Stormwater Management Design Manual. Respectfully Submitted, Ahneman Kirby, LLC Thomas G.Ahneman, Principal Engineer Z:IW 1projectI980 Anderson Hill Rd Blind Brook 17-WngineeringWvd o1ogvl?010-10-06 Teaching Paeiliry Drainage Reporr/1010-10-06 480 Anderson Hill Rd Drainage Summary Report.doe TEL2038697707 rAx2038694606 wee www.ahnemankirby.corn 1171 East Putnam Avenue,Suite 1 A,Riverside,Connecticut 06878 (E-1 Existir g AOI [Prep-1 P.O.I. A PreD Combined P.O.I. A ubcat> Reach on Link Routing Diagram for 2020-10-06 980 Anderson Hill Rd Teaching Facility / Prepared by{enter your company name here}, Printed 10/512020 -- HydroCAD®10.00-26 sin 01998 s0 2020 HydroCAD Software Solutions LLC Existing & Proposed Hydrology 2020-10-06 980 Anderson Hill Rd Teaching Facility Prepared by {enter your company name here) Printed 10/5/2020 H droCAD®10.00-26 s/n 01998 ©2020 H droCAD Software Solutions LLC Pacie 2 Area Listing (selected nodes) Area CN Description (sq-ft) (subcatchment-numbers) 134,643 86 <50% Grass cover, Poor, HSG C (E-1) 1,463 98 Asphalt Walkway (E-1) 18,439 98 Existing Driveway (E-1) 164,646 88 TOTAL AREA Existing & Proposed Hydrology 2020-10-06 980 Anderson Hill Rd Teaching Facility Prepared by (enter your company name here) Printed 10/5/2020 HydroCADO 10.00-26 s/n 01998 O 2020 HydroCAD Software Solutions LLC Pape 3 Soil Listing (selected nodes) Area Soil Subcatchment (sq-ft) Group Numbers 0 HSG A 0 HSG B 134,643 HSG C E-1 0 HSG D 19,902 Other E-1 164,545 TOTAL AREA Existing & Proposed Hydrology 2020-10-06 980 Anderson Hill Rd Teaching Facility Prepared by {enter your company name here} Printed 10/5/2020 HydroCAD@ 10.00-26 sln 01998 ©2020 HydroCAD Software Solutions LLC Page 4 Ground Covers (selected nodes) HSG-A HSG-'B HSG-C HSG-D Other Total Ground Sul (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover Nui 0 0 134,643 0 0 134,643 <50% Grass cover, Poor 0 0 0 0 1,463 11463 Asphalt Walkway 0 0 0 0 18,439 18,439 Existing Driveway 0 0 134,643 0 19,902 154,545 TOTAL AREA Existing & Proposed Hydrology 2020-10-06 980 Anderson Hill Rd Teaching Facility Type III 24-hr 1-Year Rainfall=2.90" Prepared by {enter your company name here} Printed 10/5/2020 H droCADO 10.00-26 sln 01998 0 2020 H droCAD Software Solutions LLC Pacie 5 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment E-1: Existing AOI Runoff Area=154,545 sf 12.88% Impervious Runoff Depth>1.73" Tc=6.0 min CN=88 Runoff=7.04 cfs 22,256 cf Reach PreD-1: P.O.I.A Inflow=7.04 cfs 22,256 cf Outflow=7.04 cfs 22,256 cf Link PreD: Combined P.O.I. A Inflow=7.04 cfs 22,256 cf Primary=7.04 cfs 22,256 cf Total Runoff Area= 154,545 sf Runoff Volume= 22,256 cf Average Runoff Depth= 1.73" 87.12% Pervious = 134,643 sf 12.88% Impervious= 19,902 sf Existing & Proposed Hydrology 2020-10-06 980 Anderson Hill Rd Teaching Facility Type 11124-hr 2-Year Rainfall=3.40" Prepared by (enter your company name here) Printed 10/5/2020 HydroCADO 10.00-26 sln 01998 ©2020 HydroCAD Software Solutions LLC Page 6 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment E-1: Existing AOI Runoff Area=154,545 sf 12.88% Impervious Runoff Depth>2.18" Tc=6.0 min CN=88 Runoff=8.82 cfs 28,023 cf Reach PreD-1: P.O.I. A Inflow=8.82 cfs 28,023 cf Outflow=8.82 cfs 28,023 cf Link PreD: Combined P.O.I. A Inflow=8.82 cfs 28,023 cf Primary=8.82 cfs 28,023 cf Total Runoff Area= 154,545 sf Runoff Volume= 28,023 cf Average Runoff Depth= 2.18" 87.12% Pervious= 134,643 sf 12.88% Impervious= 19,902 sf Existing & Proposed Hydrology 2020-10-06 980 Anderson Hill Rd Teaching Facility Type ///24-hr 5-Year Rainfall=4.30" Prepared by (enter your company name here) Printed 10/5/2020 HydroCADO 10.00-26 s/n 01998 ©2020 HydroCAD Software Solutions LLC Page 7 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment E-1: Existing AOI Runoff Area=154,545 sf 12.88% Imperious Runoff Depth>3.01" Tc=6.0 min CN=88 Runoff=12.06 cfs 38,717 cf Reach PreD-1: P.O.I.A Inflow=12.06 cfs 38,717 cf Outflow=12.06 cfs 38,717 cf Link PreD: Combined P.O.I.A Inflow=12.06 cfs 38,717 cf Primary=12.06 cfs 38,717 cf Total Runoff Area= 154,545 sf Runoff Volume=38,717 cf Average Runoff Depth= 3.01" 87.12% Pervious= 134,643 sf 12.88% Impervious = 19,902 sf Existing & Proposed Hydrology 2020-10-06 980 Anderson Hill Rd Teaching Facility Type III 24-hr 10-Year Rainfall=5.25" Prepared by {enter your company name here) Printed 10/5/2020 H droCAD®10.00-26 sln 01998 O 2020 H droCAD Software Solutions LLC Page 8 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment E-1: Existing AOI Runoff Area=154,545 sf 12.88% Impervious Runoff Depth>3.90" Tc=6.0 min CN=88 Runoff=15.48 cfs 50,278 cf Reach PreD-1: P.O.I.A Inflow=15.48 cfs 50,278 cf Outflow=15.48 cfs 50,278 cf Link PreD: Combined P.O.I.A Inflow=15.48 cfs 50,278 cf Primary=15.48 cfs 50,278 cf Total Runoff Area= 154,545 sf Runoff Volume= 50,278 cf Average Runoff Depth=3.90" 87.12% Pervious = 134,643 sf 12.88% Impervious = 19,902 sf Existing & Proposed Hydrology 2020-10-06 980 Anderson Hill Rd Teaching Facility Type /I/24-hr 25-Year Rainfall=6.40" Prepared by {enter your company name here} Printed 10/5/2020 HydroCAD® 10.00-26 s/n 01998 ©2020 HydroCAD Software Solutions LLC Paae 9 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment E-1: Existing AOI Runoff Area=154,545 sf 12.88% Impervious Runoff Depth>5.01" Tc=6.0 min CN=88 Runoff=19.60 cfs 64,500 cf Reach PreD-1: P.O.I. A Inflow=19.60 cfs 64,500 cf Outflow=19.60 cfs 64,500 cf Link PreD: Combined P.O.I.A Inflow=19.60 cfs 64,500 cf Primary=19.60 cfs 64,500 cf Total Runoff Area= 154,545 sf Runoff Volume=64,500 cf Average Runoff Depth = 5.01" 87.12% Pervious = 134,643 sf 12.88% Impervious= 19,902 sf Existing & Proposed Hydrology 2020-10-06 980 Anderson Hill Rd Teaching Facility Type 1/124-hr 50-Year Rarnfall=7.60" Prepared by {enter your company name here) Printed 10/5/2020 HydroCADV 10.00-26 s/n 01998 ©2020 HydroCAD Software Solutions LLC _ Page 10 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment E-1: Existing AOI Runoff Area=154,545 sf 12.88% Impervious Runoff Depth>6.17" Tc=6.0 min CN=88 Runoff=23.88 cfs 79,504 cf Reach PreD-1: P.O.I.A Inflow=23.88 cfs 79,504 cf Outflow=23.88 cfs 79,504 cf Link PreD: Combined P.O.I.A Inflow=23.88 cfs 79,504 cf Primary=23.88 cfs 79,504 cf Total Runoff Area= 154,545 sf Runoff Volume=79,504 cf Average Runoff Depth=6.17" 87.12% Pervious= 134,643 sf 12.88% Impervious= 19,902 sf Existing & Proposed Hydrology 2020-10-06 980 Anderson Hill Rd Teaching Facility Type 11124-hr 100-Year Rainfa11=9.10" Prepared by {enter your company name here) Printed 10/5/2020 HydroCAD® 10.00-26 sln 01998 ©2020 HydroCAD Software Solutions LLC Page 11 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Star-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment E-1: Existing AOI Runoff Area=154,545 sf 12.88% Impervious Runoff Depth>7.64" Tc=6.0 min CN=88 Runoff=29.20 cfs 98,406 cf Reach PreD-1: P.O.I.A Inflow=29.20 cfs 98,406 cf Outflow=29.20 cfs 98,406 cf Link PreD: Combined P.O.I.A [nflow=29.20 cfs 98,406 cf Primary=29.20 cfs 98,406 cf Total Runoff Area= 154,545 sf Runoff Volume=98,406 cf Average Runoff Depth=7.64" 87.12% Pervious = 134,643 sf 12.88% Impervious= 19,902 sf Existing & Proposed Hydrology 2020-10-06 980 Anderson Hill Rd Teaching Facility Type 11124-hr 10-Year Rainfall=5.25" Prepared by{enter your company name here} Printed 10/5/2020 HydroCADO 10.00-26 s/n 01998 O 2020 HydroCAD Software Solutions LLC Page 1 Summary for Subcatchment E-1: Existing AOI Runoff - 15.48 cfs @ 12.09 hrs, Volume= 50,278 cf, Depth> 3.90" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 10-Year Rainfall=5.25" Area (so CN Description 18,439 98 Existing Driveway 1,463 98 Asphalt Walkway _ 134,643 86 <50% Grass cover, Poor, HSG C 154,545 88 Weighted Average 134,643 87.12% Pervious Area 19,902 12.88% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Flow on Asphalt Subcatchment E-1: Existing AOI Hydrograph 17 ■Runoff 16 s+e crs 15 YJ P 47671 Fr 13 12 u a r a s 11 a 10 u 9 o g LL 7 6 5 4 3 2 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) Existing & Proposed Hydrology 2020-10-06 980 Anderson Hill Rd Teaching Facility Type III 24-hr 10-Year Rainfall=5.25" Prepared by (enter your company name here} Printed 10/5/2020 HydroCADO 10.00-26 s/n 01998 ©2020 HydroCAD Software Solutions LLC Page 2 Hydrograph for Subcatchment E-1: Existing AOI Time Precip. Excess Runoff Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) (hours) (inches) (inches) (cfs) 0.00 0.00 0.00 0.00 12.75 3.83 2.57 1.81 0.25 0.01 0.00 0.00 13.00 3.94 2.67 1.42 0.50 0.03 0.00 0.00 13.25 4.03 2.76 1,21 0.75 0.04 0.00 0.00 13.50 4.11 2.83 1.10 1.00 0.05 0.00 0.00 13.75 4.19 2.91 1.00 1.25 0.07 0.00 0.00 14.00 4.26 2.97 0.90 1.50 0.08 0.00 0.00 14.25 4.32 3.03 0.83 1.75 0.09 0.00 0.00 14.50 4.38 3.08 0.78 2.00 0.11 0.00 0.00 14.75 4.43 3.13 0.73 2.25 0.12 0.00 0.00 15.00 4.48 3.18 0.68 2.50 0.13 0.00 0.00 15.25 4.53 3.23 0.63 2.75 0.15 0.00 0.00 15.50 4.58 3.27 0.58 3.00 0.16 0.00 0.00 15.75 4.62 3.30 0.53 3.25 0.18 0.00 0,00 16.00 4.65 3.34 0.48 3.50 0.19 0.00 0.00 16.25 4.68 3.37 0.45 3.75 0.21 0.00 0.00 16.50 4.72 3.40 0.43 4.00 0.23 0.00 0.00 16.75 4.75 3.43 0.40 4.25 0.24 0.00 0.00 17.00 4.77 3.46 0.38 4.50 0.26 0.00 0.00 17.25 4.80 3.48 0.36 4.75 0.28 0.00 0.00 17.50 4.83 3.50 0.34 5.00 0.30 0.00 0.01 17.75 4.85 3.53 0.32 5.25 0.32 0.00 0.01 18.00 4.87 3.55 0.29 5.50 0.34 0.00 0.02 18.25 4.89 3.57 0.28 5.75 0.36 0.00 0.03 18.50 4.91 3.59 0.27 6.00 0.38 0.01 0.04 18.75 4.93 3.61 0.27 6.25 0.40 0.01 0.05 19.00 4.95 3.62 0.26 6.50 0.42 0.01 0.06 19.25 4.97 3.64 0.25 6.75 0.45 0.02 0.07 19.50 4.99 3.66 0.25 7.00 0.48 0.03 0.09 19.75 5.01 3.68 0.24 7.25 0.50 0.03 0.11 20.00 5.02 3.69 0.23 7.50 0.53 0.04 0.12 20.25 5.04 3.71 0.23 7.75 0.57 0.05 0,14 20.50 5.06 3.72 0.22 8.00 0.60 0.06 0.16 20.75 5.07 3.74 0.22 8.25 0,63 0.08 0.19 21,00 5,09 3.75 0.21 8.50 0.67 0.09 0.23 21.25 5.10 3.77 0.21 8.75 0.72 0.11 0.27 21.50 5.12 3.78 0.20 9.00 0.77 0.13 0.31 21.75 5.13 3.80 0.20 9.25 0.82 0.15 0.35 22.00 5.15 3.81 0.19 9.50 0.87 0.18 0.40 22,25 5.16 3.82 0.19 9.75 0.93 0.21 0.45 22.50 5.18 3.84 0.18 10.00 0.99 0,25 0.51 22.75 5.19 3.85 0.18 10.25 1.06 0.29 0.58 23.00 5.20 3.86 0.17 10.50 1.14 0.34 0.68 23.25 5.21 3.87 0.17 10.75 1.22 0.39 0.78 23.50 5.23 3.88 0.16 11.00 1.31 0.45 0.89 23.75 5.24 3.90 0.16 11.25 1.42 0.53 1.14 24.00 5.25 3.91 0.15 11.50 1.56 0.63 1.50 11.75 1.87 0.86 3.71 12.00 2.62 1.49 9.73 12.25 3.38 2.16 7.48 12.50 3.69 2.44 3.45 Existing & Proposed Hydrology 2020-10-06 980 Anderson Hill Rd Teaching Facility Type III 24-hr 10-Year Rainfall=5.25" Prepared by {enter your company name here} Printed 10/5/2020 HydroCAD® 10.00-26 s/n 01998 ©2020 HydroCAD Software Solutions LLC Page 3 Summary for Reach PreD-1: P.O.I. A [40] Hint: Not Described (Outflow=Inflow) Inflow Area= 154,545 sf, 12.88% Impervious, Inflow Depth > 3.90" for 10-Year event Inflow = 15.48 cfs @ 12.09 hrs, Volume= 50,278 cf Outflow = 15.48 cfs @ 12.09 hrs, Volume= 50,278 cf, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Reach PreD-1: P.O.I. A Hydrograph ■Inflow 17 15.48 ds ■Outflow 16 a L5 15.48 ots 15 14 13 12 11 'w 10 u 9 0 8 LL - 7 6 5 4 3 2 1 " 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 9tl'£ 9t"£ 09*ZL 81b'1 8ti'1 9Z'Z L £L'6 £1'6 0071 LL'E LL'E 9L'L L 09,1 09'L 09'L L 9L"o 9V0 OO"bZ 17VL 17VL 9Z,LL 9L'o 9L'O 9L'EZ 69'0 68'O 00'LL 9VO 9V0 09'EZ 8L'0 8L o 9L'OL L L'0 L L'0 9Z'EZ 99,0 99'0 09'O L L L'0 L L'O 00'EZ 99'0 99'0 SZ'O L 9 L'0 8 L'0 9L'ZZ LS'0 LTo 00'0 L 9 L'0 8 L'o 097Z 917'0 St"o 9L'6 6 L'0 6 L'o 9Z,ZZ 017'0 Otl'o 09'6 6 L'0 6 L'o 007Z 9E'0 9E'o SZ'6 OZ'O OZ'O 9L'LZ L£'0 L£'0 00'6 OZ'O OZ'O 09'LZ LZ'O LZ'O 9L'8 LZ'O LZ'0 9Z'LZ £Z'O EZ'O 09'9 2'0 1 Z'O 00'LZ 6L'0 6VO SZ'9 ZZ'O ZZ'O 9L'OZ 9L'0 9L'o 00'9 ZZ'O ZZ'O 09,0Z bL O tpl'O 9L'L €Z'0 €Z'O 9Z'OZ ZL'O ZL'o 091 EZ'O £Z'0 00'0Z L L'0 L L'o SZ'L VZ'O t?Z'O 9L'6L 60'0 60'0 001 9Z'0 SZ'O 09'6L LO'O LO'O 9L'9 SZ'O SZ'0 9Z'6 L 90,0 90,0 09'9 9Z`0 9Z'0 00'6 L 90'0 90'0 SZ'9 LZ'O LZ'O 9L"8 L t?0'0 00'9 LZ'O LZ'O 09'9 L £0'0 £0'O 9L'9 9Z'0 8Z'O 9Z,8L ZO'O ZO'O 09'9 6Z'O 6Z'O 00'9 L LO'o 10`0 SZ'S Z£'O ZE'O 9L'LL Mo LO'O 00'9 K'O tl€'O 09'L L 00'0 00'0 9L'b 9E'0 9€'0 9Z'LL 00,0 00,0 09,b 9£'0 9£'O 00'LL 00'0 00'0 SZ'b OIV'O Ob"O 9L'9L 00,0 00'0 0017 £tr'o £t7'O 09'9L 00'0 00'0 9L'E W0 9VO 9Z,9L 00'0 00'0 OS'£ 9t'0 91:'0 00'91 00'0 00'0 9Z'E ES'0 E9,0 9L,9 L 00'0 00'0 WE 99'0 99'0 OS'S L 00'0 00'O 9L'Z E9,0 £9,0 9Z'9 L 00'0 o0'O 097 99'0 99'0 00"9 L 00'0 00,0 SZ'Z EL'O £L'O 9EK 00'0 00'0 00'Z 9L'O 9L'O 09'17L 00'0 00,0 9L'L £9'0 €8'0 9Z'17L 00'0 00`0 OS'L 06'0 06'0 0014 00,0 00,0 9Z,L 00'L 00'L 9L'E L 00'0 00'0 00'L 0 L'L 0 L'L OS'E L 00`0 00,0 9L'O LZ'L LZ'L SZ'£L 00'0 00'0 OS'O ZIV'L ZV L 00'E L 00'0 00'0 9Z'0 181 L8'L 9L'Z1 00'0 00'0 00'0 s;o laa; s;o sinoy s;o lea;) (s;o) (sinow mol4np uoi;enal3 m011ul awli molpnp uoi;en913 nnol;ul awls d TO•d :> OOM goeab jo; ydej6oJpAH t,abed ol7 suoilnloS aaennl;oS CIVOOJP H OZOZ® 966 LO u/s 9Z-00'0 L ®ab'oojp H OZOZ/9/0 L palulJd {ajaq eweu Auedwoo jnoA jalua} Aq pajedaad „9Z'9=11ejuie&JePA-06 -jq-to 1II ed/Sl Al!l!oe=l BUMOeal pa Illy uosaapU-V 086 90-OVOZOZ A6010JPAH pasodoid -' 6uilsix3 Existing & Proposed Hydrology 2020-10-06 980 Anderson Hill Rd Teaching Facility Type III 24-hr 10-Year Rainfall=5.25" Prepared by tenter your company name here} Printed 10/5/2020 HydroCAD® 10.00-26 s/n 01998 ©2020 HydroCAD Software Solutions LLC Page 5 Summary for Link Prep: Combined P.O.I. A Inflow Area = 154,545 sf, 12.88% Impervious, Inflow Depth > 3.90" for 10-Year event Inflow = 15.48 cfs @ 12.09 hrs, Volume= 50,278 cf Primary = 15.48 cfs @ 12.09 hrs, Volume= 50,278 cf, Atten= 0%, Lag= 0.0 min Primary outflow= Inflow, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Link PreD: Combined P.O.I. A Hydrograph ■Inflow 17 15.45 CIS ■Primary 16 15.48 d, 15 14 13 12 11 'm 10 V g a 8 U. 7 6 5 4 3 2 1 � - 0 f 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) Existing & Proposed Hydrology 2020-10-06 980 Anderson Hill Rd Teaching Facility Type III 24-hr 10-Year Rainfall=5.25" Prepared by (enter your company name here) Printed 10/5/2020 HydroCADO 10.00-26 s/n 01998 OO 2020 HydroCAD Software Solutions LLC Page 6 Hydrograph for Link PreD: Combined P.Q.I. A Time Inflow Elevation Primary Time Inflow Elevation Primary (hours) (cfs) (feet) (cfs) (hours) (cfs) (feet) (cfs) 0.00 0.00 0.00 0.00 12.75 1.81 0.00 1.81 0.25 0.00 0.00 0.00 13.00 1.42 0.00 1.42 0.50 0.00 0.00 0.00 13.25 1.21 0.00 1.21 0.75 0.00 0.00 0.00 13.50 1.10 0.00 1.10 1.00 0.00 0.00 0.00 13.75 1.00 0.00 1.00 1.25 0.00 0.00 0.00 14.00 0.90 0.00 0.90 1.50 0.00 0.00 0.00 14.25 0.83 0.00 0.83 1.75 0.00 0.00 0.00 14.50 0.78 0.00 0.78 2.00 0.00 0.00 0.00 14.75 0.73 0.00 0.73 2.25 0.00 0.00 0.00 15.00 0.68 0.00 0.68 2.50 0.00 0.00 0.00 15.25 0.63 0.00 0.63 2.75 0.00 0.00 0.00 15.50 0.58 0.00 0.58 3.00 0.00 0.00 0.00 15.75 0.53 0.00 0.53 3.25 0.00 0.00 0.00 16.00 0.48 0.00 0.48 3.50 0.00 0.00 0.00 16.25 0.45 0.00 0.45 3.75 0.00 0.00 0.00 16.50 0.43 0.00 0.43 4.00 0.00 0.00 0.00 16.75 0.40 0.00 0.40 4.25 0.00 0.00 0.00 17.00 0.38 0.00 0.38 4.50 0.00 0.00 0.00 17.25 0.36 0.00 0.36 4.75 0.00 0.00 0.00 17.50 0.34 0.00 0.34 5.00 0.01 0.00 0.01 17.75 0.32 0.00 0.32 5.25 0.01 0.00 0.01 18.00 0.29 0.00 0.29 5.50 0.02 0.00 0.02 18.25 0.28 0.00 0.28 5.75 0.03 0.00 0.03 18.50 0.27 0.00 0.27 6.00 0.04 0.00 0.04 18.75 0.27 0.00 0.27 6.25 0.05 0.00 0.05 19.00 0.26 0.00 0.26 6.50 0.06 0.00 0.06 19.25 0.25 0.00 0.25 6.75 0.07 0.00 0.07 19.50 0.25 0.00 0.25 7.00 0.09 0.00 0.09 19.75 0.24 0.00 0.24 7.25 0.11 0.00 0.11 20.00 0.23 0.00 0.23 7.50 0.12 0.00 0.12 20.25 0.23 0.00 0.23 7.75 0.14 0.00 0.14 20.50 0.22 0.00 0.22 8.00 0.16 0.00 0.16 20.75 0.22 0.00 0.22 8.25 0.19 0.00 0.19 21.00 0.21 0.00 0.21 8.50 0.23 0.00 0.23 21.25 0.21 0.00 0.21 8.75 0.27 0.00 0.27 21.50 0.20 0.00 0.20 9.00 0.31 0.00 0.31 21.75 0.20 0.00 0.20 9.25 0.35 0.00 0.35 22.00 0.19 0.00 0.19 9.50 0.40 0.00 0.40 22.25 0.19 0.00 0.19 9.75 0.45 0.00 0.45 22.50 0.18 0.00 0.18 10.00 0.51 0.00 0.51 22.75 0.18 0.00 0.18 10.25 0.58 0.00 0.58 23.00 0.17 0.00 0.17 10.50 0.68 0.00 0.68 23.25 0.17 0.00 0.17 10.75 0.78 0.00 0.78 23.50 0.16 0.00 0.16 11.00 0.89 0.00 0.89 23.75 0.16 0.00 0.16 11.25 1.14 0.00 1.14 24.00 0.15 0.00 0.15 11.50 1.50 0.00 1.50 11.75 3.71 0.00 3.71 12.00 9.73 0.00 9.73 12.25 7.48 0.00 7.48 12.50 3.45 0.00 3.45 PD-2 �PDA Pro used Teaching Proposed Drive y & Facility Parking C-1 A P/Oposed Cultec PostD-1 P.O I. A PostD Combined P.O.I. A SlJbeat Reach on Link Routing Diagram for 2020-10-20 Existing&Proposed Teaching Facility HydroCA Prepared by{enter your company name here}, Printed 10/20/2020 HydroCAD®10.00-26 sin 01998 0 2020 HydroCAD Software Solutions LLC r i • � t a T P A` yl�k F 1., { t t Alk At 1�. 2 12020 GE LLD NG�j PARrRppK > � , » ; d. \ W [�f \ 0)=�z § »5E iL`§222 =>G, \§\of �\\\ (IGE/ /\ \~ � )�� 8I�� 3 ((f3 )/§/ 2 0 § Cl) ) In 2 ° o } < i . . f C13 0 z i m 2 < ^\ F ` -1 w I ,l F' r , .. t i LL CZ IL Ld a LLJ o .r • f� , i �`. LU .. r • .. � ' r ■ T . .4 \/ } }[ ` y , \{{\ - # } . \ � © yd !. G» , \z/ ^ ^ §\ }!S . \ . m c ,Lf \\0�� \\ j 20$\� ��` - § \}}§§/ . $ j >« o 0 �\(/\\ ' \/ § 0 ;§ \ § { !` / i = j \ \ {j 0 z L�®t IL ei y \ ^ }} \ On a motion made by Trustee Epstein and seconded by Trustee Fischer,the f I Ci �Iei , RESOLUTION OCT ? 12020 CONSIDERING AN APPLICATION FOR A SITE PL N AT 980 ANDERSON HILL ROAD FOR THE BLINIj p pYE OK BRO ART MFNT WHEREAS, the Board of Trustees is in receipt of an application by The Blind Brook Club, Inc., property owner, for approval of an amended site plan, wetlands permit and steep slopes permit for the reworking of the fairways and greens,upgrades to the irrigation and drainage systems,the development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse's patio and terrace for property located at 980 Anderson Hill Road, designated as Parcel ID 129.58-1-1 on the Town of Rye Tax Map and located in the R-35 Zoning District and Scenic Roads Overlay District;and WHEREAS,the Board of Trustees is the Approval Authority for the application in accordance with Section 209- 1(A)(1)of the Village Code;and WHEREAS, the Village Board of Trustees has received and reviewed the information submitted by the Applicant in connection with the application,as follows: 1. Full Environmental Assessment Form dated 11/26/19 and EAF Mapper Summary Report dated 1/31/20; 2. Cover letter to the Board of Trustees prepared by Cuddy and Feder,LLP,dated 3/5/20; 3. Zoning Analysis prepared by Michael J.Izzo,Building&Fire Inspector,dated 12/4/19; 4. Aerial photos of the golf course layout from 2000 and 2018; 5. Exterior Building Permit Application; 6. Application for Site Plan Approval; 7. Site Plan Submittal Review Checklist; 8. Stormwater Management Control Permit Application; 9. Wetlands Permit Application; 10. Tree Removal Permit Application; H. Preliminary Assessment of Wetlands and Watercourses,prepared by Evans Associates,dated 10/23/19; 12. Functional Assessment of Wetlands and Watercourses,prepared by Evans Associates,dated 2/28,2020; 13. Stormwater Pollution Prevention Plan prepared by WSP USA,dated March 2020; 14. A Drainage Summary Report prepared by Ahneman Kirby dated 1/15/20; 15, A Tree Inventory dated October 2019 prepared by Patrick Laidman,Arborist; 16. A Tree Planting List dated 2020 17. Topographic Survey(9 sheets),prepared by Ahneman Kirby LLC dated 11/21/19; 18. Engineer's Plans,generally entitled,"Blind Brook Club Drainage Improvements,"prepared by WSP USA,Inc.: Sheet Number Sheet Title Dated Sheet 1 of 18 Title Sheet rev.2/21/20 Sheet 2 of 18 Abbreviations,Legend and General rev.2/21120 Sheet 3 of 18 General Notes rev.2/21/20 Sheet 4 of 18 Existing Site Plan and Key Map rev.2/21/20 Sheet 5 of 18 Proposed Site Plan rev.2/21/20 Sheet 6 of 18 Proposed Plan Sheet I of 9 rev.2/21/20 Sheet 7 of 18 Proposed Plan Sheet 2 of 9 rev.2/21/20 Sheet 8 of 18 Proposed Plan Sheet 3 of 9 rev.2/21/20 Sheet 9 of 18 Proposed Plan Sheet 4 of 9 rev.2/21/20 Sheet 10 of 18 Proposed Plan Sheet 5 of 9 rev.2/21/20 Sheet 11 of 18 Proposed Plan Sheet 6 of 9 rev.2121/20 Sheet 12 of 18 Proposed Plan Sheet 7 of 9 rev.2121/20 Sheet 13 of 18 Proposed Plan Sheet 8 of 9 rev.2/21/20 Sheet 14 of 18 Proposed Plan Sheet 9 of 9 rev.2/21/20 Sheet 15 of 18 Typical Drainage Details rev.2/21/20 Sheet 16 of 18 Erosion&Sediment Notes&Details rev.2/21/20 Sheet 17 of 18 Erosion&Sediment Notes&Details rev.2/21/20 Sheet 18 of 18 Proposed Site Plan rev.2/21/20 19. A set of Engineer's and Architect's Plans,generally entitled,"New Pumphouse and Clubhouse Addition,"prepared by Rogers McCagg and Ahneman Kirby: Sheet Number Sheet Title Dated G1.0 Coversheet 11/21/19 SP-3 Proposed Site Plan rev. 1/15/20 A1.00PH Proposed Construction Plans rev. 1/31/20 A2.00PH Proposed Construction Plans 11/21/19 A3.00PH Proposed Building Sections, Wall Section. and Details rev. 1/31/20 A9.00PH Photos&3D Views rev. 1/31/20 ALOOCH Proposed Basement Plan 11/21/19 A l.01 CH Proposed Ground Floor Plan 11/21/19 A1.02CH Proposed Second Floor Plan 11/21/19 A 1.03CH Proposed Roof Plan 11/21/19 A2.00CH Proposed Exterior Elevations rev. 1/31120 A2.01CH Proposed Exterior Elevations 11/21/19 A9.00CH Existing Photos 11/21/19 A9.01CH 3D Views 11/21/19;and WHEREAS,the Board of Trustees referred the application for a proposed site plan amendment to the Planning Board for report and recommendation and the Board of Trustees is in receipt of a report and recommendation from the Planning Board dated February 13,2020;and WHEREAS,the Board of Trustees circulated Notice of Intent to Declare itself Lead Agency pursuant to the State Environmental Quality Review Act(SEQRA)on February 24,2020 and has received no objections;and WHEREAS, the subject application was referred to the Westchester County Department of Planning and a response was received dated March 10,2020;and WHEREAS,notice of the public hearing was transmitted to the Clerk of the Town/Village of Harrison;and WHEREAS, on March 10, 2020 the Board of Trustees opened a public hearing on the subject application, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said application and the public hearing was closed on March 24,2020;and WHEREAS,the Board of Trustees reviewed the Report and Recommendations of the Village Planning Board, and comments the Village Planning Consultant,Village Engineering Consultant and Village Staff,and WHEREAS, the Board of Trustees has considered the Scenic Roads Overlay District standards set forth in Village Code§250-7.F(6),particularly in relation to the proposed installation of piping within the 35-11 vegetative buffer area for which the Applicant has represented that generally the installation trenches will be opened and closed the same day,the sod will be put back in place,and post development contours will be consistent with predevelopment contours in this area of the Anderson Hill Road Scenic Roads Overlay District;and WHEREAS,the Board of Trustees has considered the site development plan standards set forth in Chapter 209 of the Village Code;and WHEREAS,the Board of Trustees is familiar with the site and all aspects of the project. NOW,THEREFORE, BE IT RESOLVED,that the Village of Rye Brook Board of Trustees hereby declares itself Lead Agency and determines that the Project will not result in any significant adverse environmental impacts based upon the information stated in the EAF and supplemental information,and hereby adopts the annexed Negative Declaration for the reasons set forth therein. BE IT FURTHER RESOLVED, the subject application for approval of an amended site plan for the reworking of the fairways and greens,upgrades to the irrigation and drainage systems,the development of groundwater sources for irrigation to reduce reliance on public water,and additions to the clubhouse's patio and terrace for property located at 980 Anderson Hill Road,is hereby approved,subject to the following conditions: I. Prior to the issuance of a Building Permit,the Applicant shall obtain approval of a Wetland Permit and Steep Slopes Permit from the Village Planning Board. 2. Prior to the issuance of a Building Permit,the Applicant shall obtain all necessary outside agency approvals including permits from NYSDEC and Westchester County Department of Public Works and Transportation. 3. Prior to the issuance of a Building Permit,the Tree Planting List shall be revised to a variety of sizes to the satisfaction of the Village Arborist. 4. The Village Board finds that the full restoration of all trees proposed to be removed pursuant to Chapter 235 of the Village Code is not practical due to the use of the Property as a golf course,even though the Property could physically accommodate the required replacement trees. Accordingly,in lieu of planting all required replacement trees,prior to the issuance of a Building Permit the Applicant shall submit payment to the Village to be deposited in the Village Street Tree Fund in an amount determined by the Village Engineer/Superintendent of Public Works pursuant to Chapter 235 of the Village Code based on the License and Fee Schedule of the Village of Rye Brook for the 41 required replacement trees that will not be planted on the Property. 5. Prior to the issuance of a Building Permit,a Planting Plan for the revegetation of the unnamed tributary of the Blind Brook shall be submitted to the satisfaction of the Village Planner and Village Engineer/Superintendent of Public Works. 6. Prior to the issuance of a Building Permit,calculations shall be provided for the sizing of the infiltration system that is proposed for the new pump house. 7. Prior to the issuance of a Building Permit,the following conditions shall be fulfilled to the satisfaction of the Village Engineer/Superintendent of Public Works in consultation with the Village Consulting Engineer: a. Percolation tests shall be performed by the Applicant to support the proposed use of a drywell.The tests must be done in conformance with the"Stormwater Management, Westchester County,NY,Best Management Practices Manual Series,"or other accepted method. Notification must be made to the Village Building Department or the office of the Village Consulting Engineer(Dolph Rotfeld Engineering,an AI Engineers Company—(914) 631-8600)for inspection. Test logs must be submitted for review demonstrating conformance with methodology used(24-hour soak,uniform percolation rates,proper depth). The locations of the percolation tests must be shown on the plan.Per Westchester County BMP,percolation tests must be performed at a depth of 6"below the bottom of each proposed infiltration practice.Percolation tests must be performed even if no percolation volume is considered. b. Wherever infiltration practices are proposed test pits must be performed to confirm soil type and to determine the elevation of ledge rock and groundwater conditions(minimum 2 feet below infiltration practices).Test pit locations must be down on the plan. If the minimum 2- foot separation is not possible,alternative methods to infiltration must be considered. Notification must be made to the Village Building Department or the office of the Village Consulting Engineer(Dolph Rotfeld Engineering,an Al Engineers Company—(914)631- 8600)for inspection. 8. Prior to the commencement of any work within the Little Blind Brook,an erosion and sediment control plan shall be submitted and a preconstruction meeting shall be held in which the scope of work is discussed,including: a. Exact locations of work areas in the Brook b. Erosion control practices to be deployed for each work area c. Contractor's means and methods(including but not limited to equipment and site access) d. Scheduling and sequencing of disturbance adhering to the design engineer's plan of"working upstream to downstream,"and"[restoring each reach]before initiating work in subsequent downstream reaches" e. Destination for material that is removed from each disturbed reach of the Brook. The preconstruction meeting shall include a representative of the Blind Brook Club,the contractor,the design engineer,and a representative from the Village Building and/or Engineering Departments. 9. During the course of work in the Little Blind Brook,the quantity of material recovered from the Little Blind Brook shall be periodically reported to the Village at intervals to be specified by the Village Engineer/Superintendent of Public Works to confirm compliance with the design engineer's plan and estimate of less than 60 cubic yards. 10.As agreed by the Applicant,one year following the completion of the improvements,the Applicant shall provide reasonable notice of and hold a meeting for the owners of properties on both sides of Country Ridge Road within 250 feet of the south side of the Blind Brook Club property and those properties on the west side of Country Ridge Road along the Blind Brook extending southward to and including Parcel ID 129.82-1-23,and shall make good faith and best efforts to address concerns of the neighbors,if any,resulting from the improvements at the Blind Brook Club approved pursuant to this resolution. BE IT FURTHER RESOLVED,that if said conditions are not fully complied with this resolution approving an amended site development plan,described above,shall become null and void. BE IT FURTHER RESOLVED,that no permits shall be issued until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. TRUSTEE EPSTEIN AYE TRUSTEE FISCHER AYE TRUSTEE HEISER AYE TRUSTEE KLEIN AYE MAYOR ROSENBERG AYE State of New York County of Westchester ss: Village of Rye Brook I hereby certify that this is the Resolution adopted by the Board of Trustees of the Village of Rye Brook which was duly passed by said Board on March 24,2020 IN WITNESS WHEREOF,I have hereunto set my hand and affixed the Seal of the Village of Rye Brook, this 10th day of April,2020 Vill e Clerk April 9, 2020—APPROVED 6-0 RESOLUTION GRANTING WETLAND PERMIT AND STEEP SLOPES PERMIT APPROVALS FOR PROPERTY LOCATED AT 980 ANDERSON HILL ROAD FOR THE BLIND BROOK CLUB VILLAGE-0T RYE BROOK PLANNING BOARD WHEREAS, The Blind Brook Club, Inc. ("Applicant") submitted an application for approval of a Wetland Permit and a Steep Slopes Permit for the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and construction of a new pump house building (the "Project"), as the owner of certain property located in the Village of Rye Brook C Village") commonly known as 980 Anderson Hill Road ("Subject Property') and shown on the tax assessment map as Parcel ID 129.58-1-1 on the Town of Rye Tax Map and located in the R-35 Zoning District and Scenic Roads Overlay District; and WHEREAS, the Property consists of 163.2 acres and is developed with a golf course, club house,maintenance building,parking areas, and minor accessory structures; and WHEREAS, the Village Board of Trustees is the Approval Authority for the associated Amended Site Plan application in accordance with Section 209-1.A(1) of the Village Code and the Planning Board is the Approval Authority for the Wetland Permit and Steep Slopes Permit applications pursuant to Chapters 213 and 245 of the Village Code; and WHEREAS, the Planning Board has received and reviewed the following plans and application materials: 1. Full Environmental Assessment Form dated 11/26/19 and EAF Mapper Summary Report dated 1/31/20; 2. Cover letter to the Board of Trustees prepared by Cuddy and Feder, LLP,dated 3/5/20; 3. Zoning Analysis prepared by Michael J. Izzo, Building& Fire Inspector,dated 12/4/19; 4. Aerial photos of the golf course layout from 2000 and 2018, 5. Exterior Building Permit Application; 6. Application for Site Plan Approval; 7. Site Plan Submittal Review Checklist; D. 8. Stormwater Management Control Permit Application; 9. Wetlands Permit Application; 10. Tree Removal Permit Application; APR 1 Q 2020 VILLAGE CLEWS OFFICE . rsts'o&io2n90vi ,k 14 2n A9.00PH Photos &3D Views rev. 1/31/20 A i.00CH Pmposed Basement Plan 11/21/19 A 1.01 CH Proposed Gmund Floor Plan 11/21/19 A 1.02CH Pmposed Second Floor Plan 11/21/19 A1.03CH Pmposed Roof Plan 11/21/19 A2.00CH Proposed ExtenorElevations rev. 1/31/20 A2.01 CH Proposed Exterior Elevations 11/21/19 A9.00CH Ea7sting Photos 11/21/19 A9.01 CH 3D Views 11/21/19 21. A plan entitled, "A Golf Course of Blind Brook Club," dated September 2018, prepared by Jim Urbina Golf Design; and WHEREAS, the Village Planning Consultant, Village Engineering Consultant, Village Staff and the Planning Board reviewed the information, submitted comments regarding the Wetland Permit and Steep Slopes Permit and made recommendations regarding wetland buffer disturbance and wetland and steep slope mitigation; and WHEREAS, on February 13, 2020, the Planning Board opened a public hearing on the subject application and all persons interested were given an opportunity to speak on behalf of or in opposition to said application, and the Planning Board closed the public hearing on April 9,2020; and WHEREAS, on March 24, 2020 the Board of Trustees, as Lead Agency pursuant to State Environmental Quality Review Act ("SEQRA'� adopted a Negative Declaration. finding that the Project will not result in any significant adverse environmental impacts based upon the information stated in the EAF and supplemental information; and WHEREAS, on March 24, 2020 the Board of Trustees granted Amended Site Plan approval for the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse's patio and terrace; and WHEREAS, the total area of disturbance proposed within the wetland buffer is 18,800 square feet necessitating a total mitigation area of 37,600 square feet pursuant to Village Code §245-9.A(3) which requires mitigation of buffer disturbance at a ratio of at least two to one, and the Applicant is proposing to restore 39,250 square feet of eroded streambank as mitigation; WHEREAS, the Wetland Mitigation Plan submitted by the Applicant provides a planting list of native, wetland species to the planted as part of the streambank restoration and the plan shows the areas where the streambank restoration is proposed but does not provide specific locations for each of the proposed plantings because the exact locations will be determined in the field to ensure the proper species are being used in each area; and WHEREAS, the Planning Board has considered the Wetland Permit standards set forth in Village Code §245-8.A and finds that the Applicant proposes sufficient wetland 1313;08'707090v1 4 14,20 within one year from the date of issuance of the permits, such permits may be renewed by the approval authority in accordance with the renewal provisions set forth at % 213-12.D and 245-5.B(7) of the Village Code. c. The permit holder shall provide written notification to the Superintendent of Public Works/Village Engineer of the date on which the regulated activity is to begin at least five business days in advance of such date. d_ The approval authority's permit shall be prominently displayed at the project site during the undertaking of any of the activities authorized by the permit. e. The boundaries of the regulated activity and all wetlands and watercourses shall be stated and appropriately marked in the held so as to make the boundaries visible. f. The permits, including all conditions, shall be binding on all successors and assignees of the permit holder. BE IT FURTHER RESOLVED, that if said conditions are not fully complied with this resolution approving the Wetland Permit and Steep Slopes Permit,described above, shall become null and void. BE IT FURTHER RESOLVED, that no permits shall be issued by the Building Department until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. On motion by Mr. Morlino, seconded by Ms. Drechsler, Mr. Michal Nowak, Superintendent of Public Works/NFillage Engineer, called the roll: MS. DRECHSLER Voting AYE MR. GRZAN Voting AYE MR. MORLINO Voting AYE MS. SCHOEN Voting EXCUSED MR. TARTAGLIA Voting AYE MR. ZAHL Voting AYE CHAIRMAN GOODMAN Voting AYE Resolution Approved: G-Q 1313'09707090vl -t1410 October 20, 2020 fit ©CT 2020 �G Leonard A. Cohen, Esq. BVI�D/N CD) BROGK Associate RT �Nr Cuddy & Feder LLP 445 Hamilton Avenue, 141h Floor White Plains, NY 10601 Subject: Review of Proposed Driveway and Learning Center Improvements Dear Attorney Cohen, The irrigation and drainage improvements project at the Blind Brook Club has received coverage under the SPDES General Permit for Stormwater Discharges from Construction Activity, GP-0-20-001. A SWPPP was previously prepared and submitted in March 2020 to support this project and approved by the Village of Rye Brook, New York, and as of this writing the work is well underway. The Blind Brook Club now wishes to modify the entrance driveway onto the site and upgrade the Range Field/Learning Center to include new practice and target greens and a new teaching building as shown in the updated Site Plans, titled "Blind Brook Site Plan Amendment", prepared by Ahneman Kirby, Date October 2020, and described as follows: The main entrance driveway into the golf course will be replaced along a new alignment. The main access point off of Anderson Hill Road will be unchanged, but the proposed driveway will follow a more westerly route to the existing parking area in order to allow more space to be used as driving range and practice greens. The existing driveway will be removed and replaced with turf. The existing Range Field/Learning Center will be improved to include a new 1,700 square foot teaching building, a new putting green, a chipping area with green and sand bunker and three range-field target greens. An existing tee box will be removed. All of the proposed changes are in areas of existing golf turf, such that the proposed conditions will not be significantly different from existing conditions. WSP USA 1 Columbia Circle, Suite 100 Albany, NY 12203 Tel: +1-518-452-3545 wsp.com These proposed changes will not result in a significant increase in impervious cover, and will not have a significant impact on the drainage patterns at the golf course. In addition, these changes will not impact the results of the stormwater quality or quantity calculations included in the approved SWPPP. In my professional opinion, this change can therefore be considered a minor field modification, and should not trigger the need for a full-blown SWPPP amendment. Please do not hesitate to call me at 518-362-2753 if you have any questions. Kind Regards, Paul Guillet, PE, CFM 2 445 Hamilton Avenue,14th Floor �� White Plains,New York 10601 T 914 7611300 +FEDER F 914 7615372 LLP cuddyfeder.com November 30, 2020 ' CIEW Ms.Tara A. Gerardi,Secretary Planning Board DEC 2 2020 Village of Rve Brook 938 King,Street VILLAGE O) RYE BROOK Rye Brook,NY 10573 BUILE ING OEPARTHENT Re: Blind Brook Club, Inc. Amended Site Plan Premises: 98o Anderson Hill Road Tax Id: Section 129..c;8. Block i. Lot i Dear Ms. Gerardi, On behalf of Blind Brook Club, Inc. enclosed please find a Proof of Mailing Affidavit evidencing the annexed notice was mailed to the attached list of property owners, and 25o' radius list. Also enclosed please find an Affidavit of Posting prepared by Eric Steilman as well as a photograph evidencing that the sign was posted on the Premises to notice the November 18, 2020 Planning Board public hearing in connection with the above referenced application. Please incorporate the enclosed materials as part of the official record of the proceeding. Thank you in advance for your time and attention to the enclosed materials. Very tpuly yours, Julie Durkin Enclosures cc: Anthony B. Gioffre III, Esq. WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4403751.v 1 Village of Rye Brook Planning Board Village of Rye Brook, New York In the matter of the application of a Site Plan Review, Steep Slopes and Wetland Permit for repairs, renovations and restoration and other improvements AFFIDAVIT OF MAILING STATE OF NEW YORK ) ss.. COUNTY OF WESTCHESTER ) Julie Durkin,being duly sworn deposes and says: 1. I am not a party to the action,am over 18 years of age and reside in Hopewell Junction, New York. 2. That on November 18, 2020 I mailed a copy of the annex Notice of Public Hearing relating to the above application by mailing the same in..� sealed envelope, with postage prepaid thereon, by regular mail, in a post-office or official depository of the U.S. P tal Service within the State of New York, addressed to the addresses on the attached list. Julie Durkin 'i Sworn to before me this 30`h day of November 2020. TARY PUBLIC JEANENE D.CHAMBLISS Notary Public,State of New York No. 01 CH6322342 Qualified in Dutchess County Commission Expires March 30,20� 4647075.v i PUBLIC NOTICE PLEASE TAKE NOTICE that the Village of Rye Brook Planning Board will hold a Public Hearing on December 10, 2020 at 7:30 p.m.via videoconference in accordance with the requirements of the Zoning Code of the Village of Rye Brook and the Governor's Executive Orders for review of an Amended Site Plan and Wetlands Permit Application, submitted by Anthony B. Gioffre III, from Cuddy&Feder LLP on behalf of Blind Brook Club, Inc. for repairs,renovations and restoration and other improvements to portions of the property located at 980 Anderson Hill Road,Rye Brook NY and known on the Tax Assessment Map as Section 129.58,Block 1, Lot 1. TAKE FURTHER NOTICE that all persons present will be given an opportunity to be heard. Plans are on file in the Building Department of the Village of Rye Brook Planning Board at 938 King Street, Rye Brook and may be inspected during regular business hours. BY ORDER OF THE VILLAGE OF RYE BROOK PLANNING BOARD ROBERT GOODMAN,CHAIRPERSON 4636992M AFFIDAVIT OF POSTING IN THE MATTER OF THE APPLICATION BY BLIND BROOK CLUB INC AMENDED SITE PLAN FOR THE PROPERTY OF 98o ANDERSON HILL ROAD, RYE BROOK PUBLIC HEARING WILL BE HELD AT THE VILLAGE OF RYE BROOK, VILLAGE HALL, LOCATED AT 938 KING STREET, RYE BROOK,NEW YORK ON THURSDAY, DECEMBER 10, 202o AT 7.30 P.M VIA VIDEO CONFERENCING AND IN PERSON IF PERMITTED BY THE GOVERNOR'S EXECUTIVE ORDERS.ADDITIONAL INFORMATION IS AVAILABLE AT THE RYE BROOK BUILDING DEPARTMENT(914-939-o668). STATE OF NEW YORK ) )ss.: COUNTY OF WESTCHESTER ) I, Keith Purdy Jr., do hereby affirm that on November 16, 2020, I updated a sign at the property located at 98o Anderson Hill Road, Rye Brook,New York for the upcoming Planning Board Public Hearing of the Village scheduled for December 10,202o at Rye Brook,Village Hall Located at 938 King Street, Rye Brook New York in connection with Blind Brook Club Inc application noted above. SIGNATURE g+� Sworn to before me this day of Novembei,2020. NOTARY PUBLIC MITAR MARKOVIC Notary Public,State of New York Reg.No.400359691 Qualified in Westchester oun_ty Comm's��ires / y/Z� 4616395-VI 4639328.v} Sign Posting December 10, 2020 Planning; Board Public Hearing '-i s PUBLIC NOTICE i� APUBLJCt+_a ,ti:FORAEIABED SITE PLAN APPLKATIp1r<WILL WMI&DEFTIS RYE BROOK PLAJIWE+WAND ON aEt -&M ' 20"AT J-31N RIL VIA VIDEO E'-C" 4GAWM PERSM IF PERMITTED By THE GOV""00 Z EatcuTmoamom AT THE RYE RROOR W ALA A HALL SiOAEZ _._ !1s t TSON!S AMiR�E ADD1TdMAJL D � ` AT THE Ft RylYE @rROOR �}pfiit 4634337.vl OWNERNAME OWNER NAME 2 PROPADDRESS PROPCITY STATE PROPZIP Nagra Ayesha 54 Rocking Horse Trl Rye Brook NY 10573 De Paola, Bruce De Paola Felicia 128 Country Ridge Dr Rye Brook NY 10573 Marcoccia, Marcello Marcoccia Janet 109 Country Ridge Dr Rye Brook NY 10573 Dogus Robyn &Sitki M Dogus Sitki M 108 Country Ridge Dr Rye Brook NY 10573 Berger,Theodore Berger Ellen 2778 S Ocean Blvd Apt 10 Palm Beac FL 33480 Springer Louise Ann 3 Arrowwood Cir Rye Brook NY 10573 Spencer Renee 1 Arrowwood Cir Rye Brook NY 10573 Schoen, Manfred Schoen Amy 73 Country Ridge Dr Rye Brook NY 10573 Low David 59 Country Ridge Dr Rye Brook NY 10573 Heimann,Wendy 36 Country Ridge Dr Rye Brook NY 10573 Bailie, Kenneth Bailie Frances 32 Country Ridge Dr Rye Brook NY 10573 Sakata, Hirotsugu Sakata Teruko 1004 King St Rye Brook NY 10573 Ciminello Thomas 26 Carol Ct Rye Brook NY 10573 Napack Robert Napack Rosalind 23 Carol Ct Rye Brook NY 10573 Rosenberg Paul S Crystal-Rosenberg 143 Country Ridge Dr Rye Brook NY 10573 Wallace Jeffrey H 41 Country Ridge Dr Rye Brook NY 10573 Doral Conference Center As Seagate Realty LLC 975 Anderson Hill Rd Rye Brook NY 10573 Arrowwood Anderson Hill Rd 111ye Brook NY 10573 Goldstein,Jeffrey Goldstein Joanna G 149 Country Ridge Dr Rye Brook NY 10573 Fries, Richard Fries Robin 141 Country Ridge Dr Rye Brook NY 10573 Novick,Stephen Novick Stephan 121 Country Ridge Dr Rye Brook NY 10573 Bitton Dana 105 Country Ridge Dr Rye Brook NY 10573 Vanefsky Lisa J 100 Country Ridge Dr Rye Brook NY 10573 Bachmann,Michael Bachmann Sarin 92 Country Ridge Dr Rye Brook NY 10573 Blum, Leonard Blum Goldsmith 88 Country Ridge Dr Rye Brook NY 10573 Paley Hecker Joan Qualified Personal R 1 Alfred Ct. Rye Brook NY 10573 DB Realty Holdings, LLC Bahna Dorothy J PO Box 158 Rye Brook NY 10573 United Water Westchester SUEZ c/o Altus Grou PO Box 71970 Phoenix AZ 85050 Wechsler Stuart Wechsler Stacey 44 Country Ridge Dr Rye Brook NY 10573 Armentano Joseph 21 Carol Ct Rye Brook NY 10573 Bailey Stephen P Bailey Kathleen A 20 Carol Ct Rye Brook NY 10573 Schueller John D Schueller Nikki A 1002 King St Rye Brook NY 10573 Paton Nancy Paton Leland 25 Carol Ct Rye Brook NY 10573 Rees William M 13 Carol Ct Rye Brook NY 10573 Thomas Isiah L Thomas Lynn 24 Carol Ct Rye Brook NY 10573 McKenna Francis McKenna Erin 17 Carol Ct Rye Brook NY 10573 Austrian,Jonathan Austrian Shari 39 Country Ridge Dr Rye Brook NY 10573 Barliett,Wilma Bartlett Jonathan 994 King St Rye Brook NY 10573 KSB-Arrowwood Seagate Realty LLC 975 Anderson Hill Rd Rye Brook NY 10573 Waldman, Mark Waldman Resa 117 Country Ridge Dr Rye Brook NY 10573 Cassuto Wendi A Cassuto David 111 Country Ridge Dr Rye Brook NY 10573 Wohl David Wohl Jennifer 97 Country Ridge Dr Rye Brook NY 10573 Kligman,Gerald Kligman Jeannie 130 Sunrise Ave Apt 610 Palm Beac FL 33480 Celiberti Richard Celiberti Marion 10073 Orchid Ridge Ln Bonita Spri FL 34135 Toiler Luciana Toiler Rodrigo Area 68 Country Ridge Dr Rye Brook NY 10573 Pinsker, Margaret L 64 Country Ridge Dr Rye Brook NY 10573 Triglia Daniel F 48 Country Ridge Dr Rye Brook NY 10573 Steinberg,Steven Steinberg Rhoda 1000 King St Rye Brook NY 10573 Muller Yavin Weng Yuejuan 10 David Ln Rye Brook NY 10573 Infantino Robert Infantino Rosemary 22 Country Ridge Dr Rye Brook NY 10573 Cohen Jason A Cohen Dina J 998 King 5t Rye Brook NY 10573 Umbro John M Umbro Noelle A 33 Country Ridge Dr Rye Brook NY 10573 Leshman Robert Leshman Kim 992 King St Rye Brook NY 10573 Sandarciero Joseph III Sandarciero Stephar 112 Country Ridge Dr Rye Brook NY 10573 Savitt Daniel C Markowitz-Savitt Sh 104 Country Ridge Dr Rye Brook NY 10573 Mariam Thomas Mariam Alyce Apple 89 Country Ridge Dr Rye Brook NY 10573 Gabel,Jeffrey 77 Country Ridge Dr Rye Brook NY 10573 Fern Claudia Fern Brian 53 Country Ridge Dr Rye Brook NY 10573 Geist Louise S Geist Irrevocable Tri 40 Country Ridge Dr Rye Brook NY 10573 Reiss Joseph Phillip Reiss Rebecca Lee 20 Country Ridge Dr Rye Brook NY 10573 Hyatt, Henry Hyatt Karen 145 Country Ridge Dr Rye Brook NY 10573 Greenberg Jason Greenberg Melissa 129 Country Ridge Dr Rye Brook NY 10573 Poulos,George 125 Country Ridge Dr Rye Brook NY 10S73 Shapiro, Rhoda 120 Country Ridge Dr Rye Brook NY 10573 Schiller, Philip Schiller Nancy 84 Country Ridge Dr Rye Brook NY 10573 Mugno John F Coombs Karen A 30 Carol Ct Rye Brook NY _ 10573 Valouch Jacqueline 1 David Ln Rye Brook NY 10573 Sindell Stuart L Sindell Marcia C 27 Carol Ct Rye Brook NY 10573 Poplausky, Maurice R Poplausky Hanna 61 Country Ridge Dr Rye Brook NY 10573 Hecht, Michael Hecht Lisa 56 Country Ridge Dr Rye Brook NY 10573 Grant Revocable Trust Jonat Strasser Grant Revo 55 Country Ridge Dr Rye Brook NY 10573 Branch Andre Branch Roisin 12 David Ln Rye Brook NY 10573 DeMatteo Robert E DeMatteo Therese 115 Carol Ct Rye Brook NY 10573 Golan Ayelet Golan Yuval 28 Country Ridge Dr Rye Brook NY 10573 Skurnick Jordana A Langhaus Evans S 37 Country Ridge Dr Rye Brook NY 10573 Gusmano,Auerbach L.J 18 Country Ridge Dr Rye Brook NY 10573 Lopes, Barbara 31 Country Ridge Dr Rye Brook NY 10573 Blind Brook Club Inc. Anderson Hill Rd Rye Brook NY 10573 Jacobs,Gary Jacobs Cynthia 116 Country Ridge Dr Rye Brook NY 10573 Baldoni Robert 2 Pine Tree Dr Rye Brook NY 10573 Paterno, Frank P Paterno Mary Elizab 72 Country Ridge Dr Rye Brook NY 10573 Tiso,Anthony II Tiso Janice 49 Country Ridge Dr Rye Brook NY 10573 Sergio Paul&Wendy 47 Country Ridge Dr Rye Brook NY 10573 Bedell,Steven Greg 45 Country Ridge Dr Rye Brook NY 10573 Pigassou Michael Pigassou Joanne 11 David Ln Rye Brook NY 10573 State of New York 4 Burnett Blvd PoughkeeF NY 12603 Barnett Michael Barnett Denise 153 Country Ridge Dr Rye Brook NY 10573 Freundlich, Ronald Freundlich Char 93 Country Ridge Dr Rye Brook NY 10573 Lewin,Constance �Y 1 Dora l Green Dr. W, Rye Brook NY 10573 Levine, Mark Levine Alysa 76 Country Ridge Dr Rye Brook NY 10573 Simons,Mary Simons Harry 57 Country Ridge Dr Rye Brook NY 10573 Heller, Michael A Heller Alyssa B_ _52 Country Ridge Dr _Rye Brook NY 10573 Lewis Samuel B Lewis Sheila L 22 Carol Ct Rye Brook NY 10573 Handelsman Lawrence M Handelsman Sara P .16 Carol Ct Rye Brook NY 10573 Walsh George J III Walsh Evelyn M 19 Carol Ct Rye Brook NY 10573 Curreli Antonio Angelo Masala Isabella 18 Carol Ct _ Rye Brook NY 10573 Saunders,Gary A Saunders Adele 133 Country Ridge Dr Rye Brook NY 10573 Brookman Jill Brookman Peter 124 Country Ridge Dr Rye Brook NY 10573 Alter, Peter _ Alter Lauren 101 Country Ridge Dr Rye Brook NY 10573 Gold Jeffrey A Gold Hayley F 85 Country Ridge Dr Rye Brook NY 10573 Kratenstein,William Kratenstein Judith 81 Country Ridge Dr Rye Brook NY 10573 Abbe Joseph Trust Indenture of Ji 29 Carol Ct Rye Brook NY 10573 Hecker,Joel L Hecker Loraine T 80 Country Ridge Dr Rye Brook !NY 10573 Askinasi,Josph Askinasi Joyce 69 Country Ridge Dr Rye Brook NY 10573 Wolf Sara Wolf Andrew 51 Country Ridge Dr Rye Brook NY 10573 Schaen Barry L Schaen Laurie A 14 Carol Ct Rye Brook NY 10573 Handwerger,Arnold 24 Country Ridge Dr Rye Brook I NY 10573 Kaufman, Lawrence Kaufman Stace 35 Country Ridge Dr Rye Brook NY 10573 Segal, Michael_ Segal Debra 996 King St Rye Brook NY 10573' Westcheter County Department of Planning 148 Martine Avenue lWhite Plair NY 10601-470 445 Hamilton Avenue,14th Floor C U a DY White Plains,New York 10601 T 914 7611300 +FEDER F 914 7615372 LLP cuddyfeder.com November 5, 2020 Ms.Tara A. Gerardi, Secretary Planning Board NOV - 6 202 03 I Village of Rye Brook 938 King Street VILLAGE OF RYE BROOK Rye Brook,NY 10573 BUILDING DEPARTMENT Re: Blind Brook Club, Inc. Review of Amended Site Plan Application Premises: 98o Anderson Hill Road Tax Id: Section 12 .r,8 Block 1,Lot 1 Tear Ms. Gerardi: On behalf of Blind Brook Club, Inc. enclosed please find Affidavit of Posting prepared by Keith Purdy Jr., as well as a photograph e-6dencing that the sign was posted on the Premises to notice the October 27, 2020 public hearing in connection with the above referenced application. Please incorporate the enclosed materials as part of the official record of the proceeding. Thank you in advance for your time and attention to the enclosed materials. Very truly yours Jule Durkin Enclosures cc: Anthony B. Gioffre III, Esq. Leonard A. Cohen, Esq. WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4618315.v1 AFFIDAVIT OF POSTING IN THE MATTER OF THE APPLICATION BY BLIND BROOK CLUB INC AMENDED SITE PLAN FOR THE PROPERTY OF 98o ANDERSON HILL ROAD, RYE BROOK PUBLIC HEARING WILL BE HELD AT THE VILLAGE OF RYE BROOK,VILLAGE HALL, LOCATED AT 938 KING STREET,RYE BROOK,NEW YORK ON THURSDAY,NOVEMBER 12,202o AT 7:30 P.M VIA VIDEO CONFERENCING AND IN PERSON IF PERMITTED BY THE GOVERNOR'S EXECUTIVE ORDERS.ADDITIONAL INFORMATION IS AVAILABLE AT THE RYE BROOK BUILDING DEPARTMENT(914-939-0668), STATE OF NEW YORK ) )ss,: COUNTY OF WESXHESI'ER ) I, Keith Purdy Jr., do hereby affirm that on OctoberZ-7 2020, I updated a sign at the property located at 98o Anderson HUI Road, Rye Brook,New York for the upcoming Planning Board Hearing of the Village public bearing scheduled for November 12, 202o at Rye Brook, Village Hall Located at 938 King Street, Rye Brook New York in connection with Blind Brook Club Inc application noted above. SIGNA Sworn to before me this J-9-0 dayofl�e 2020. NOTARY PUBLIC MITAR MARKOVIC Notary Publk,State of New Yak Reg,No.400359691 Qua:Kcad in Westchester Goon Commisslon F�cpires P 4409647.v1 4624636.v1 Sipn Posting • Amended • ., Plan Planning Board _ - arc• ��' ��' .f�71'[ aIr n t�l ,� � 'ts PUBLIC NORCE W QWTO lifiLL It MID If THE Al lit .• .,�� i+ a► •+x �Lti a s�� -y ;��.' � � aka � ��J ^`� i��{[', .! a NOTICE OF PUBLIC HEARING Public Notice is hereby given for a Site Plan Amendment & Wetlands Permit applications submitted to the Village of Rye Brook Planning Board. The matter is scheduled for a Public Hearing before the Planning Board on December 10,2020 at 7:30 p.m., at Rye Brook Village Hall, 938 King Street. Owner: Blind Brook Club Inc. Applicant: Anthony B. Gioffre 111, Esq., Cuddy & Feder, LLP Premises: 980 Anderson Hill Road (Parcel ID# 129.58-1-1) Application: Review of a Site Plan Amendment & Wetlands Permit applications for the proposed golf teaching building, re- configuration of front entrance roadway, new chipping and putting greens. The December 10, 2020 the Planning Board meeting will be held via videoconferencing and in-person, if permitted by the Governor's Executive Orders. The public will have an opportunity to see and hear the meeting live and provide comments. Further information on in-person attendance, if permitted, will be available on the Village website. The public can watch the live meeting on Cable TV, online from the Public Meetings link on the Village website (www.ryebrook.org), and through the Zoom App. If any interested members of the public would like to provide comments on an application, comments can be called in during the meeting at +1 (929) 205-6099, Meeting ID: 838 3241 8012 or provided through the written chat section of the Zoom meeting. Comments can also be emailed before and during the public hearing to Michal Nowak, Village Superintendent of Public Works, at mnowak@ryebrook.org. Please check the meeting Agenda posted on the Village website for further instructions to access the virtual meeting and for updated information. Additional information is available at the Rye Brook Engineering Department at (914) 939-0753. ! Building P tennit Check List&Zoning Analysis ' Address: a '�) J Ns (LS o,., w SBL: 12�( �j — L k Zone:' s Use: A'Z Const.Type: Other. Submittal Date: q 2 7 Revisions Submittal Dates: Z S E 7 ! Z 2 1 ZT Applicant 'L_�L t a Ol L_ L, �a i2 Nature of Work A Eii—�wt�.�-� 'r•a Z-� Z-0 © j i?n—, -�- (\_ CSC rL9/4�-��.Y�� r IVG-t W GIB + .a Reviews:ZBA: 7�3 7- PB: Z I - BOT: Other. NEW OK . � - (y5 FEES:Filing �d� �BF: � ds� C/O: Legalization: ( ) (a APP: Dated:__ ,.--Notarized: ✓ SBL: `fI rnss I.D. Cross Connection: H.O.A.: ( ) ( } Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. O O ENVIRO:Long. Short: Fees: N/A: ( ) (,,,y SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. ( ) (.YSURVEY.Dated: CurrenC Archival• Sealed: Unacceptable: ( ) (� PLANS:Date Stamped: ✓ Sealed: ✓ Copies:�'Z Electronic. Other. (. ( } License: Workers Comp: Liabilit)r mp V Co .Waiver. Other. ( ) ( } CODE 7S3#: Dated: N/A: 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.s—Battery-—Other. PLUMBING,:Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. FIRE SUPPRESSION:Plans: Permit N/A: _ Other. (•�' ( ) H.V.A.C.. Flans: 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. GARB mtg.date: -^ Z approval: l 1 7-I Z t notes: ( )ZBA mtg. date: approval notes: (..1'�B mtg.date: approval t _Q 2.2 notes: REQUIRED EXISTING PROPOSED NOTFS APPROVED Area: E E 911 t Circle- _8 ' F rontage Finn Front: Sides: RRr. Main Cov Accs.Cov Ft:.H Sb: Sd.H Sb: Tot, Ft w PP Lk light/Stories: not : E(lF 1O..�c lti _`�z- SANS P �- otj r c ,A.r. S o(2 r. 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 $I5.00/$I,000.00 Basement Sq. Ft. x $6S.00 x $IS,00/$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.€t. x $225.00= $ x$I5.00/$I,000.00= $ 2nd Fl,= sq.ft. x $225.00=$ x$I5.00/$I,000.00 = $ Attic= sq.ft. x $225.00=$ x$I5.00/$I,000.00= $+ Total Sq.Ft.= sq. ft. Total Cost= $ Total B.P.Fee= $ #Includes Attached Garage if Applicable. Total Amount Paid = $ [[ ►. Total Amount Due = $ Date: Signed: 1 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 hftps://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 5 128 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 1 1 (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 & 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 SF AC - � 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, n 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 2C 1 Story Addition, 2nd Story 5138 (Grossberg) Addition, Rear Covered Porch & Front Portico ML i/ NM MR ✓� SE -' JM_ �� SF AC - +� M I KG Laura Petersen From: Laura Petersen Sent: Wednesday, February 10, 2021 2:18 PM To: Bruce Campbell Subject: RE: Application to Amend Approved Plans- 980 Anderson Hill Road Thank you for the information Bruce. The building permit fee is$14,050.00($25/$100T)& The building permit fee as well as the filing fee can be put on one check. Both fees can be paid once the permit has been issued. I will email you once it is ready for pick up. Thank you and have a great day! Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Fax(914) 939-5801 1 Ipetersen(c ryebrook.ora From: Bruce Campbell <bcampbell@blindbrookclub.org> Sent:Wednesday, February 10,2021 10:10 AM To: Laura Petersen<LPetersen@ryebrook.org> Subject: RE:Application to Amend Approved Plans-980 Anderson Hill Road Laura, Thank you for reaching out regarding the building permit. I believe this is for the Teaching Building that was recently approved by the Planning Board. The cost that has been provided by our contractor is $562,000. What does that translate to regarding a building permit fee? Also, is one check for the application ($300nd b '!ding permit fee okay or would you like two checks? Please let me know when you can. Thank you, Bruce Bruce L. Campbell, General Manager The Blind Brook Club, Inc. P.O. Box 229 Purchase, NY 10577 Tel:914-939-1450 Fax: 914-939-4520 bcam bell blindbrookclub.or r From: Laura Petersen<l-Petersen@rVebrook.org> Sent: Monday, February 8, 20213:23 PM To: Bruce Campbell<bcampbellC@blindbrookclub.orR> Subject:Application to Amend Approved Plans-980 Anderson Hill Road Good afternoon, The application to amend approved plans for Building Permit BP 20-113 has been approved by the Building Inspector. Before I can issue the building permit the following items must be submitted to our office, 1. Estimated cost of construction to determine the building permit fee There is also a $300.00 filing fee that is due. Thank you and have a great day? Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Fax (914) 939-5801 1 Ipetersenaryebrook.org 2 Laura Petersen �/ �rSa.� �1� &4cl From: Laura Petersen Sent: Wednesday, February 10, 2021 2:47 PM To: Bruce Campbell Subject: Fire Suppression System Application Attachments: Fire Suppression Full 6.1.2020.pdf Good afternoon, In addition to the building permit fee, the following must also be submitted to our office prior to the issuance of the building permit: 1. Fire sprinkler application & fee ($250.00 application fee and permit fee $25.00 per $1,000.00 or a minimum of$275.00) Did the estimated cost of construction include the work for the fire suppression? Thank you! Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Fax(914)939-5801 1 Ipetersen@Eyebrook.org i C LARCON-02 S AFRO CERTIFICATE OF LIABILITY INSURANCE (MMIDDIYYYY) 2,1212022raoal THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CNRJJ ACT Rose 8r Kiernan,Inc. PHONE FAX Lee Farm Corporate Park Arc,No Ext: 203 702.4700 Arc,Ne: 203 702.4759 83 Wooster Heights 11MA Danbury,CT 06810 INSURERS AFFORDING COVERAGE NAK:0 INSURER A:Selective Ins Co of Southeast 39926 INSURED INSURER B: Clark Construction,Inc. INSURER C: 30 Bridge Street,Suite 204 INSURER D New Milford,CT 06776 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. am TYPE OF INSURANCE ADDL SUBR WVD POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LUIBILITY 1,000,000 EACH OCCURRENCE _ CLAIMS-MADE OCCUR 52378528 12I3012020 1213012021 DAMAGE TSESO RfE.ENTED 500,000 MED D(P one rson) $ 15,000 PERSONAL 6 ADV INJURY 1,000,©00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 POLICY X JpECT L_J LOC PRODUCTS-COMPIOPAGG 2,000,000 OTHER: A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S 1,000,000 ANY AUTO S 2378526 12/3012019 12/3012020 BODILY INJURY Per person OWNED x SCHEDULED BODILY INJURY(Per accident) AUTOS ONLY AUTOS BODILY �� T7yy Ix AUT030NLY X AUTOONLY PeOaccRideM AMAGE A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE 51000,000 EXCESS GAB CLAIMS-MADE 52378526 12/3012020 12/3012021 AGGREGATE 5,000,000 DED I X I RETENTIONS 0 WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIAWLI Y Y 1 N ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT OFFICEUM9MaW)EXCLUDED? NIA I ndatory n N} E.L.DISEASE-EA EMPLOYE f yyes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Operations usual an incidental to the business of the named insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE The Village of Rye Brook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g y ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street Rye Brook,NY 10573 AUTHORIZED REPRESENTATIVE zt__� � . ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NEW Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS. COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Clark Construction,Inc. (860)799-7344 30 Bridge Street,Suite 204 1c. NYS Unemployment Insurance Employer Registration Number of New Milford,CT 06776 Insured 1d,Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,a Wrap-Up Policy) 26-3709863 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carder (Entity Being Listed as the Certificate Holder) Selective Insurance Company of America The Village of Rye Brook 3b,Policy Number of Entity Listed in Box"la" 938 King Street Rye Brook,NY 10573 WC 9080109 3c.Policy effective period 1213012020 to 12/30/2021 3d.The Proprietor,Partners or Executive Officers are ❑ included.(Only check box if all partners/officers included) ® all excluded or certain partners/officers excluded This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carder must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved By: Sonya Conklin (Print name of authorized representative or licensed agent of insurance carrier) Approved By: '`� ' '_,tip¢ 2/2/2021 (Signature) (Date) Title: Client Manager Telephone Number of authorized representative or licensed agent of insurance carrier: 845-350-3800 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www.wcb.ny.gov 1 DATE(WOD/YYYY) A�OR" CERTIFICATE OF LIABILITY INSURANCE 02/24/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTT: T Holly Ennis Roland Dumont Agency, Inc. PHONE 860-582-8161 FAX 860-SM9885 985 Farmington Avenue MM A/c Nol IL Bristol. CT 06010 DRESS: hennis@dumontagency.com INSURE 8 AFFORDING COVERAGE NAIC0 INSURERA: Admiral Ins. Co. 44318 INSURED Synergy Fire Systems,LLC. INSURER 0: Travelers Casualty Insurance Company of America 19046 116 Riverside Ave Evanston Ins.Co 28932 Unit 3 INSIRrTtc: Bnstol, CT 06011 INSURERD: 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 TYPE OF INSURANCE ADDL SUBR POLICY NUhB ETt POLICY EFF POLICY EXP LIMITS A COMMERCIAL GENERAL LIABILITY Y Y CA000040892-01 02/17/2021 0211712022 EACH OCCURRENCE $ 1,000,000 cuAMsMADE M occuR DAMAGE TO RENTE PREMISES Me occurrence s 100,000 MED EYP one person : 10,000 PERSONAL 6 ADV INIURY f 1,000,000 C041 AGGREGATE LIMIT APPLIES FER: GENERAL AGGREGATE $ 2,000,000 PPOLICY To ❑ LOC PRODUCTS-COMPIOPAGO $ 2,000,000 OTHER. $ B AUTOMOBILE LIABILITY Y Y BA5P407007 02/17/2021 02/1712022 COMBINEDBI ISINGLE LIMIT $ 1,000,000 I ANY AUTO BODILY INJURY(Par pan=) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) III HIRED©5 ONLY NON-OWNED AUTOS MYPR(FrOPERTY MAGE ; t A UMBRELLALIAB OCCUR Y Y APP52331154 02/17/2021 02117/2022 2,000,000 EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ 2,000,000 DED RETENTION S 10,000 $ B WORKERS COMPENSATION Y UBOS287778 02117/2021 02/1712022 AND EMPLOYERS'LIABILITY YIN ANY STA RnrrE OFFICEFb EMSER EXCLUD.ED? Cl1TIVE IJ NIA E. EACH ACCIDENT $ 1,000,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE i 1,000,D00 H yes.describe under DESCRIPTION OF OPERATIONS below E.L.EMS EASE-POLICY UMIT S 1,000,000 Errors 8 Omissions LIMIT $1,000,000 A CA000040892-01 02/17/2021 02/17/2022 AGGREGATE $1,000,000 DEDUCTIBLE $5,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more apace Is required) State of Connecticut; Workers'Compensation and Employers Liability; Certain Officers/Partners/Members may be excluded from coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King St. Port Chester, NY 10573 AUTHORIZED REPRESENTATIVE p 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD i voR workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board # 1s.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured t Zy,uECIGy ,(isrEmS, LLC WW- 91�is-74as I G 1 ti(UF- `�1 d(= (AVF r UNIT 3 1c.NYS Unemployment Insurance Employer Registration Number of Insured E�,1 2STQL, eT C(00�0 r ' Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) t, &I N� ` Number f r�Mb SL N t(,C PQ_J• - 057 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) --TI1t— )P nLtZAPrU Co_ v I LLAG�(_-- Op- ?_,1 C k 3b.Policy Number of Entity Listed in Box"1a" q 3b P/i !�a . L.Z-C ZO$'77-'9 3c.Policy of ective period al n Ivy I to Q11) Josic, 3d,The Proprietor,Partners or Executive Officers are included.(only check box if all partners/officers included) ® all excluded or certain partners(offcers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"I a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or i eliminate the insured from the coverage indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise,this Certificate Is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers"Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the Insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: �}j (Print name of authorized representative or licensed agent of Insurance carrier) Approved by: /� 5 nature) (Date) Title: OCCCSUol ").jAC, [Z Telephone Number of authorized representative or licensed agent of insurance carrier: a Please Note:Only insurance carriers and their licensed agents are authorized to Issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www.wcb.ny.gov POLYINC-01 D RLEENA A Ro CERTIFICATE OF LIABILITY" INSURANCE DATE 3N 51211512DIY1 021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER License#BR-870302 - Or CT Darleen Aslanis,Ext.161 Millennium Alliance Group,LLC PHONE FAX 534 Broadhollow Rd. ",No,Et): 516)496-8004161 Arc,No): Ste.103 106s,aslanis MAG-insurance.com Melville,NY 11747 INSURE s AFFORDING COVERAGE "Co INSURER A:Merchants Preferred Insurance Company 12901 INSURED INSURER B:Merchants Mutual Insurance Co 23329 Polytemp Inc. INSURER C:Standard Security We 69078 21 North Pearl Street INSURERD: 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. ILTR NSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY INSDEACH OCCURRENCE 11000,000 CLAIMS-MADE 1XI OCCUR CMP9157327 4/1/2021 4111M l2 DAMAGETORENTED 300,000 MED EXP(Any one 15,000 PERSONAL&ADV INJURY S 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 POLICY X JECT LOC PRODUCTS-COMP/OP AGG 2,000,000 OTHER; A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 11000,000 X ANY AUTO CAP9269446 4/112021 41112022 BODILY INJURY Per erson $ WOS ONLY AUTOCLED BODILY INJURY Per accident $ AUTOS ONLY nO�O EDY OPERT�' A"GE atcWenl B X UMBRELLA LIAR X OCCUR EACH OCCURRENCE 10,000,000 EXCESS LIAR CLAIMS-MADE CUP9150330 411/2021 411/2022 AGGREGATE 10,000,000 DIED I X I RETENTION$ 10r000 WORKERS COMPENSATION SPERTUTE 1 OTH- AND EMPLOYERS'LIABILITY YIN TA LR - - ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT OFFfCER/MEMBER EXCLUDED? NIA andatory In NH) E.L.DISEASE-EA EMPLOYE If es,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT C Disability Benefits R90277-000 11112014 1/112049 Statutory DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Rye Brook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 938 King Street ACCORDANCE WITH THE POLICY PROVISIONS. Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) O 1988-2015 ACORD CORPORATION. All rights reserved, The ACORD name and logo are registered marks of ACORD 4 NY S I F 199 CHURCH STREET,NEW YORK,N.Y. 10007-1100 New York State Insurance Fund I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAA11AA 1 31 91 8312 �i r'`�i KEEVILY,SPERO-WWTELAW INC. 500 MAMARONECK AVENUE HARRISON NY 10528 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER POLYTEMP INC VILLAGE OF RYE BROOK 21 NO PEARL STREET BUILDING DEPARTMENT PORT CHESTER NY 10573 938 KING STREET RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G 267 749-0 339048 05/01/2021 TO 05/01/2022 03/30/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 267 749-0, 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. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS:/1WWW.NYSIF.COMlCERT! CERTVAL.ASP. THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS' COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND Z-59-� � DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER 633012336 iiii r©�OMO 00 Oo00 070791093045=11111 Form WC-CERT-NOARINT Vmion 3(0 812 912 0 1 9)IWC Policy-26774901 L1-26.3 236 [00000000000091983456][0001-000002677490][7/G](15603-88][Cen NaP{ERT_1](01-00001) Laura Petersen From: Mike Izzo Sent: Thursday, March 4, 2021 10:29 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:Thursday, March 4, 2021 10:22 AM To: Mike Izzo<Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****INSUFFICIENT NOTICE**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 03/04/2021 10:21 To:VIL RYE BROOK PRIMARY Transmitted: 03/04/2021 10:21 00002 Ticket: 03041-000-452-00 Type: Insuf Notice Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: PURCHASE Addr: From: 980 To: Name: ANDERSON HILL RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: COVER ALL EXISTING GRASS AREA BTWN ANDERSON HILL RD AND DRIVEWAY ENTRANCE AND GRASS AREA ANDERSON HILL RD AND DRIVING RANGE AND FROM EAST CORNER OF MAIN BUILDING OVER TO PROPOSED TEACHING FACILITY NearSt: CAROL CT Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: NEW CONSTRUCTION Estimated Work Complete Date: 04/30/2021 Depth of excavation:4 FEET Site dimensions: Length 40 FEET Width 4 FEET Start Date and Time:03/08/202107:00 Must Start By: 03/22/2021 ------------------------------------------------------------------------------ Contact Name: NANCY D'AMICO Company: CLARK CONSTRUCTION INC Addr1: 30 BRIDGE ST SUITE 204 Addr2: City: NEW MILFORD State: CT Zip:06776 Phone: 860-799-7344 Fax: Email: nancy@clarkci.com i • Field Contact:JOSH LYON Alt Phone: 860-488-0794 Email: nancy@clarkci.com Working for: BLIND BROOK CLUB ------------------------------------------------------------------------------ Comments: **SITE PLANS AVAILABLE UPON REQUEST BTWN RD& DRIVING RANGE 75FTX40FT AND EAST CORNER 480FTX4FT CALLER NOTIFIED OF NYS 2 DAY REQUIREMENT AND WE RECITED DISCLAIMER URGING CALLER TO COMPLY WITH CODE RULE 753. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members:ALTICE USA BELL-VALHALLA/WSCHSTR CON-ED SUEZ WTR WESTCHESTER TWN-VIL HARRISON VIL RYE BROOK WESTCHESTER CTY SWR WESTCHESTER JOINT WTR 2 Laura Petersen From: Mike Izzo Sent: Friday, March S, 2021 1:29 PM To: Tara Gerardi; Laura Petersen Subject: Fwd: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building& Fire Inspector Village of Rye Brook, NY Sent from my iPhone Begin forwarded message: From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Date: March 5, 2021 at 10:13:50 AM EST To: Mike Izzo<Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York,Inc. (DSNY) Reply-To: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> ****INSUFFICIENT NOTICE**** DIG REQUEST from DSNY for:VIL RYE BROOK Taken:03/05/2021 10:13 To:VIL RYE BROOK PRIMARY Transmitted:03/05/2021 10:13 00001 Ticket: 03051-000-481-00 Type: Insuf Notice Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: PURCHASE Addr: From: 980 To: Name: ANDERSON HILL RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: COVER ALL EXISTING GRASS AREA BTWN ANDERSON HILL RD AND DRIVEWAY ENTRANCE AND GRASS AREA ANDERSON HILL RD AND DRIVING RANGE AND FROM : EAST CORNER OF MAIN BUILDING OVER TO PROPOSED TEACHING FACILITY NearSt: CAROL CT Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: NEW CONSTRUCTION Estimated Work Complete Date: 04/23/2021 Depth of excavation: 4 FEET Site dimensions: Length 40 FEET Width 4 FEET Start Date and Time: 03/09/202107:00 Must Start By: 03/23/2021 ------------------------------------------------------------------------------ Contact Name: NANCY D'AMICO 1 1 Company:CLARK CONSTRUCTION INC Addr1: 30 BRIDGE ST SUITE 204 Addr2: City: NEW MILFORD State: CT Zip: 06776 Phone: 860-799-7344 Fax: Email nancy@clarkci.com Field Contact:JOSH LYON Alt Phone: 860-488-0794 Email: nancy@clarkci.com Working for: BLIND BROOK CLUB ------------------------------------------------------------------------------ Comments: **SITE PLANS AVAILABLE UPON REQUEST BTWN RD & DRIVING RANGE 75FTX40FT AND EAST CORNER 480FTX4FT MAINLY CONCERNED WITH ALTICE &SUEZ WATER CALLER NOTIFIED OF NYS 2 DAY REQUIREMENT AND WE RECITED DISCLAIMER URGING CALLER TO COMPLY WITH CODE RULE 753. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members:ALTICE USA BELL-VALHALLA/WSCHSTR CON-ED SUEZ WTR WESTCHESTER TWN-VIL HARRISON VIL RYE BROOK WESTCHESTER CTY SWR WESTCHESTER JOINT WTR 2 Laura Petersen From: Mike Izzo Sent: Monday, March 15, 2021 10:45 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: Monday, March 15, 2021 10:33 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:03/15/2021 10:32 To:VIL RYE BROOK PRIMARY Transmitted: 03/15/2021 10:33 00001 Ticket:03151-000-648-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: PURCHASE Addr: From: 980 To: Name: ANDERSON HILL RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: FRONT OF PROPERTY NearSt: LINCOLN AVE Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: DRIVEWAY INSTALL Estimated Work Complete Date: 03/18/2021 Depth of excavation: Site dimensions: Start Date and Time: 03/18/2021 07:00 Must Start By: 04/01/2021 ------------------------------------------------------------------------------ Contact Name: LAINA MARINI Company: P&S PAVING INC., SEYMOUR Addr1:461 NORTH MAIN ST Addr2: City: SEYMOUR State: CT Zip: 06483 Phone: 203-881-9145 Fax: Email: pspave@aol.com Field Contact: P&S PAVING INC Alt Phone: 203-881-9145 Working for: CLARK CONSTRUCTION INC. ------------------------------------------------------------------------------ Comments: RECLAIM & PAVE MARKED AREA IN FRONT OF GOLF COURSE ENTRANCE : Lookup Type: PARCEL ------------------------------------------------------------------------------ Members:ALTICE USA BELL-VALHALLA/WSCHSTR CON-ED SUEZ WTR WESTCHESTER TWN-VIL HARRISON VIL RYE BROOK : WESTCHESTER CTY SWR WESTCHESTER JOINT WTR 2 Laura Petersen From: Mike Izzo Sent: Tuesday, March 23, 2021 5:04 PM To: Tara Gerardi; Laura Petersen Subject: Fwd: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY Sent from my iPhone Begin forwarded message: From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Date: March 23, 2021 at 5:00:51 PM EDT To: Mike Izzo<Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) Reply-To: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> ****REGULAR**** DIG REQUEST from DSNY for:VIL RYE BROOK Taken: 03/23/2021 16:34 To:VIL RYE BROOK PRIMARY Transmitted:03/23/2021 17:00 00004 Ticket:03231-002-568-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: PURCHASE Addr: From: 980 To: Name: ANDERSON HILL RD Cross: From: To: Name: Offset: ---------------------------------------- ------------------------------------- Locate: AREA 15 MARKED IN WHITE Nea rSt: Means of Excavation: ASPHALT RECLAIMER/MILLING MACHINE Blasting: N Site marked with white:Y Boring/Directional Drilling: N Within 25ft of Edge of Road:Y Work Type: RECLAIMING Estimated Work Complete Date: 03/26/2021 Depth of excavation: 10 INCHES Site dimensions: Start Date and Time: 03/26/202107:00 Must Start By: 04/09/2021 ------------------------------------------------------------------------------ Contact Name: BRIAN GARRITY Company: GARRITY ASPHALT RECLAIMING INC, GARRITY ASPHALT RECLAIMING Addr1: 22 PETERS RD Addr2: 1 City: BLOOMFIELD State: CT Zip: 06002 Phone: 860-803-6507 Fax: Email: rick.tousignant@garrityasphalt.com Field Contact: BRIAN GARRITY Alt Phone: 860-803-6507 Email: rick.tousignant@garrityasphalt. Working for: P&S PAVING ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. : Lookup Type: PARCEL ------------------------------------------------------------------------------ Members:ALTICE USA BELL-VALHALLA/WSCHSTR CON-ED MCI SUEZ WTR WESTCHESTER TWN-VIL HARRISON VIL RYE BROOK WESTCHESTER CTY SWR WESTCHESTER JOINT WTR 2 7 3 4 7 6 t4 .5 17 ip 19 1 6 116 27 28 7n 23 '4 25 ANDERSON N53 07WT HILL ZONE-R-35 4,6 0:7 #_tnt f.'Jj L Y.UNIIA.JOJA It,11F.WPC*.ur 1) 40 my ROAD M11j. T49 30, DtStV1rF Vt -BE�611V-1 F 11W, DIVOLWAY t, -V%rA rAfiE -Eii CA LFOLCRIF.Ei FT Of- C, ;uj CLEAR k r TP Ex�r-=GF-ATID#44 tzEGIZADE N52 24-3DV J &ZTAKE C*-Nr34.u4.w-,r-- I-L I A T),IL.4-1 41 1/. '4p I ri 2 4 wc, Au--�s M'31�,11 1 r* C 0' I AWY4 PARWIC PAC�9.1�047 TO fk!:Iv%v T QV4:�;(-1 I t:0;1 Mtl. CK' J Fir rrpmFrlr� 4 a FIE.WORX-ED PVC -A E.M-Iwmi '-nw-F Ex FEAR TPEE SIX i4-SUGAAJAAPLES CAP. ARE,\ FUNG MM. 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FIREPLACE LIE-,*45P:S AND STACKED CUTMD-OF T'-IM.E AAEA-c flE.,70-WAIAER-RRANCL+ES V*To7,.6 THROL*CHIPPER CAS-49"-j#I!rl GCPVE R.PE R AND STOCKPILE 61L S-0:KPLEE 340-L HE OF DctiFi WS OF PROIEC-ED-RE ES rl.-AvltlRy PA"IE-lh W,'All"A r,[-P' ,0 TR ME 70 GE SAvV-,SHAL;HE A ERGW CfiLOC.190 f� < " I,,JRVElG=S WSSOM--XA'lEE-A�A VNELL TO U11MAENT nFERKTI.IRS TREE ARWRINCi--`R0-rf:C!:CA NE-A iURFL SIM!EIL USEV.AS SWYOPON V THE DE-Af-ON THIS 2-GRO901 UP;re WAA A PLAN r Skr(PF PQMfl-h AN/l,r-.N-.11W,4 W9W--tI Q0 jjW;I,'4f K I?#tocirl I 111*.'611 IL14 ft4ldlfN*.,ZAt ;Wycp riff1HE t'W)41.,IN St ILttW, IZIRAWUAI, 044 1,;).1 F E"RAMU". H ft-STALLATICIN NOTES S 1 1 ARE AI:J'cl:)U 1JQtV Ot ttl,AW,tIAMI APH-1, CUTLETkkAX.MjM SLOPE OF Sl0.C#.'P1LE Fr Att BE 1 2 SE E P-AA 3 LIFON COWLE TUN Of EOL St CX:tML INLI[:/.EH FILw:SHALLM!-L*4RCO.vitX- '41714 07tIFFI fit 7ij7 A.SEE WNUAL lV:)PZvZ:lALLf'1lcX,Cf 51011W-c PROVIDE r-t.A.STIr Wl CAV 5TCCIP.;4L i-PPOTEZ T sitfJf RFXE7 *4-4 SEE PLM %F TiOt. STOCKPILE DETAIL "t, N.T.S. I'=40 Grt-4 4 24^ SECTION Rower-& 102 F-02;USE%wl-WN:OL8-Sc- AS VjlAl%uV-AC7lRM5N VDWVlr4LL!l 8,;C MOUROE t-T 1�p x is I'./�,Ajaz-VC-SH Op TO Vr4ILtJW f'WMF TF W ST RIRFO-t A 0'0-Psf g.-I'DAYS 41 OUTLET CONTROL STRUCTURE, SrAI,F_N I S 46. 00 f LAW%P0Wll.;-WA 4A,MV'"Il'A:.!Al,, 4 Kirby -----———------............. --—----------- Noi I 0 co f 1 Law,P�.mzryl Avanwj R;,mock:1 CM8 RE,!-rfA.V Pt.Will,LArW 01'V�i BRiX* 7N, TP4"3 Rqq 7717-Fam 211"11 At*-11firrs POP 9 ay.%v RLV Oc :SATE 7 1 12 13 14 20 21 1 2�� 23 24 20 30 1 17 1 DRAWING LIST 'I Fr ,E2rvEFl`lISi-Dr.--DR F-t-* FL;i rEA0.',1:1rJE SERE'.', IPLAz P-ASTER F S T;�EAD.'! :r SCRE-.! P-AST PL,_A,,trJATE s41IL'USPF�0ED)_ PL 11. :-SS TEACHI A .1- 1 -ITY & VL r.,%-E N. 6E,5 S F:�,R F F; r M!-Isl PL_ F_1_;A39,rjC->_1j1AENTF P :1:ESSPLAjE_ Iz, P16.1 j P_Yvb�,M 2 z ROGERS r r PNT r 0 I ICI L A,_-I V_AL i i.;_,1:1, 1-1 ;I P.),1"1:j.I r_N.�T!c PV: pp .6" -.666 CQ?I PF P:)R'E_AF,1 E;AIAE, McCAGG 10H CIALV,*JLZEC e 11� P)LI`JDS PER':LEI;F)OT DRIVEWAY k"' TrRY 1=1 �Dj '17 -:,ALVAtALEC Mt, Pi- PXINDS PEFILNEAR FOCI a cc '10i Lij, Z.`Lk Pit PJLr'I;!;1 1:11 LA hE I-Q.)I cq I* In w Im If 'ANVEE,PIPE 'Zi P Z, f;ALh%NI-1L;1 ELL'SI*F! P. P�i rR ARF INN I Ly M LU LU Uj LU LU w 1111.1 LT MERNAIE rK_ PF3 PREiASRI-ZAIF cc AL ',LLllI.1Lfl r1c GENERAL.'7rR4'_T(OR: PF14 PREFIrJS-iE) CH:' GLASS G. At liQ-1 ck= GLASS,3 rT BLURRY TILE AN.1 1**�-wrn f-Lit Ll. � g � � � � � � � AFPSOX :it. `J;X 11,11,1 Nts I NA:31:11:1.HtdAlt BLIND BROOK Ll,,`B 131JLH A1141,HlIV,i'JOL- rT r.R DU7 A..I A(JT-1jAATr, c GUTTERDRAIIN RAE) RADJUS li G LU LU ARCHI�_ECTS PLANNERS As ACO'X SLAC R_ (i)IFF1;j 1-1)'R RAL JIW7,j NO. NAME RE RE:ESS tE ERG GEARING HH HANDHO-C RE_ likMiLNU I INTERIOR DESIGNERS EFL SEARING P0TE HED HAR0150.%RD RIF REFLE:;T CEC!.s,E. 980 ANDERSON H I L L "'R 0AD IGENERAL 44'Jc rth I-lain Stre,�_. t:orwz 1,C I N it EM 8E,\CtA,1RK HD%'f REF REFRICERA'�-Ff I T 03 7,S4 E200 1'?03 354 5-01 If RE- RE:�3STER G10 COVERSHEET X X ','IVVW • EE 8ETWEE11 11 HEATI`,I, EL L •BEVELED IWAL I I E ATNS,'YE N't IL}rJr, ELK OL X1, �D HE,11e,:)LTY RE7 RE7LRN Rrs Rrqv IrNT RYE BROO K Ay PI—VIL EL.K,�. BLOCKIP.(le H Hkr.�, CIVIL ENGINEER ED UU H, HEI.A,JlIAL RA RETURNAIR ISP 6 BLIND 3RO0-<SITE PLAN AMENDMENT x x ES 801 H SIDES HiS H*H EARLY S7F;E1`,JrTH RYS RE%ERSECSIDE REVISIDII(SI. E_11*j 837 H k.'A• He H REV 1SP 7 !PROPOSED SITE NOTES&DETAIL X x AHNEMAN KIRBY O_L DVI CDRE I ONr I EDT 8 N 7-:4 HI/ H,.)-L:)VI ME-4_ Rif Rr. -1K bHz OK�.Pfzt: R mcrs 1171 E.PUTNAM AVE. CLOG HCR 14-:)RI.Z31`4TAL RVI Met: BUILDING 1-SU TE 1 A EEC 8L-LETPJ 3 BARD HVIH HOT VIA-ER HEATER Fin Row RAN ARCHITECTURAL RF-i RODF-1ATiLH RU R:D014 Al 0 TEACHING FACILITY PROPOSED PLANS X X RIVERSIDE,CT 06878 :;FL C)-,.'j7ER FLASI-II r.ji-.i.jrjr:rji.orin�i RC R XGf-CFENIIIIG A2.0 TEACHING FAC'I_ITY PROPOSED EXTERIOR X X 203-869-4606 I's JiN t 1:11 1,rjK D INSIDE OIAUVFEIR� 148 RLJS�bli SASE I,I Jjti 11:11i 1-1-NIN tUNh1V Ills INSULATE(0).:ICflI MT R1 inirlim r ELEVATIONS c W, ILROSS cqllr4 Ills:: 111SULATING COINCIPE-E. IRRIGATION CONSULTANT -:,Fr Fo_r Njsr f4rif fl ATINC,Irl I A9.0 PHOTO SIMULATION&MATERIALS X. X 1 TREE- -YO C-E C YARD :NIT fr1rTERI-A SF:11. S-',FE A R B SUB MIc'c,4310N A9.1 PLANTING WSP USA CAE ::AMIE- K MEFIO::�� :1(,Hvlil "':'l-if-III F ,1, 1141:1:1:.)1 :1170 17,11'EFAIEVIATE SCf.4 3'::REEN 4 RESEARCH DRIVE,SUITE 204 I S11 :,IV r4JER - StTI:T SEALANT 0 1/06/202" SHELTON,CT 06484CI CASTRX N N011,!;411 S SE'Thr -PC 'LSTIliPLACFL)I.:rE-E SE: SECTION i C• 4*11_1:114G'CAULK:11`11" Ell r:: Ss, SbIIVIL;I:sr4K 203-929-8555 IANrT-')Rl,i nqrT 3117 1 3 ICAII ING CEla CE.1 JCIN MIEN SH7 S_I EET STRUCTURAL ENGINEER FCFL 'E!1E%J-.P1_-'.STERiPDF;_ VH -:EGh1E-ER:S st t,� triq 1, SIM SIMI AR _ E2 ENGINEERS CIA'.Ell CHOMP, KE5 KEYED ENTFrl SC w CERAMP:TILE KIP_ kk:K P--ESK_ S�YMHT 488 MONTAUK AVE. KIT Kr-:-IE',l SL S-EEVE CR IPLAIEC IN.) KN,.>;N--)j I sc SXIC GCRE ':-,AraL-PMFF.R SI, NEW CONDONE CT 06320 rF; ':;IFCLE S S)UI-1 860-437-3259 ,.*i" 1:111471 It 4.111 HI MA LaL LADE_ SPL SPECIAL COMING C_F; C-EAR J 4:4-_E I L.'.n L',11DRA DRY SP-( SPEAKER r-s _:S RE LAD LADDER SP_ SPECIAL MEP ENGINEER D_ Ali L8 LAG b1X I SPEI.; si-E(,wr7AIICN(j) LAM LAMULAJE so ;,)uARr 8 _)'.At1';A!�_'ti TIETJEN VENEGAS LAV LAVATORY SST STAINLE-cc STEEL LD LINEAR DIFFJSER S73 STA,,C,%F;D CC 7 T 68 PURCHASE STRE ET DIAP C,'APRESS(ED.(I)!0.(1SLEf LH LEFT HAND SIA SIA-1YJ RYE,NY 10580D11c :11 L LtN GIH S:hL LT LISH_ SIIRA;j LC Ll:;H-COM ROL STR S STF-_T�RAL DOGSAEN-S) GENE RAL NOTES 914-967-9505 )F;,*.,),,-;4 r LIN LI:;H-WEIGHT SUE SiSPENCEC -),:I R "r, NJ LWC LI:;kI s z;_sSPFNDEC C-L LMS LIV11:1,P)NI: bYlA bYtXAk:IH-.IL,3Lj ill LIVE !;Y%j SYN t-1:C; c2P _D AR rR R_� LL LIVE LOAD SYS SYFTEN 1 ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH A APP-ICADLE STATE 18 CONTRAC-1 i.IAI\JTAIN A CURRENT AND COMPLETE FUSIZE SET OF RECORD "MR -A.R r A FJ; LVR I.-XIjER ER CTR ER LPT LCV/POINT NX) TICKDOISC BUILDING CODES AND WITH Till RU_ES AND REGULATIONS or A-- OCA_AGENCIES C ONS T R U C T I O.'�D f,, t:-�7�,)14 SITE DURING A—PI I As cs 0 rCONSTRUCTION FOR us c:i Y 4f INS T'ICKS-rllp DEPARTMENTS,AND LAWS HAVING JURISDICTION OVER ANY PORTION OR Pi iA.3c or WORK A.-LTRADEc 4i iHA-L RECORD,AT TIME OF OCCUR ENCE,NOTING DATE,TIME, nPR nz!vrif; ME M1,ASILHE:8AIII41:11 -r Tri�V rp i*)nr AND RCfPO4S1__[ I Y,DEVIATIONS FROM CONTRACT DOCUMENTS. L DP O.IPPR-,Xr.1t;' fAl MA-LEABLE IR Yq _V TIE EV_IS ICl, 2 CONTRACTOR SHALL CONFORM TO PROJECT SPECIFICATIONS PROVIDED BY ALL- 0 fAH 1.1411-IOLE -C TERRA C-'T-A DEM U�IAIXVI.l f.L;Ltb.JLI P:P, PAFR MAff lIACTURE(R) ILIMAUJI PROFESSIONALS IN ADDITION TO THESE GENERAL NOTES PROJECT SPECIFICATIONS19 CONTRAUTOr", PROTECT BUILDING AND GROUNDS FROM DAMAGE DURING nmT r IARn ?jAR*i r 1111(h(NI SS1 DRAWINGS AND ANNOTATIONS PROVIDED BY DESIGN PROFESSIONALS ARE I iTENDCD TO 3C oPCRATIONJS I \4G.O.IT NOT LIMITED TO:EXISTING STRUCTURES TO REMAIN,rINISI ICS DEP DEFWSSFD I'AAS ?lA301`1111Y HR THRESHOLD DEI OFTIN11- M.:) MASONRY CIPE'4NO, -PTN TOILET FAF;TFTP:;N COMPLEMENTARY WHAT IS REQUIRED BY ONE SHA__BE AS BINDING A,;r REC AR ro?Y A WIRING.PIPING.07 !CS.COUIPMENT FURNISHINGS.OPENINGS,P,_ANTINGS.HARDSCAPE tAAr; 0.A!.".I.;r:At 'ATL U-NIERM(Si -P:) I DILIFT rAPER DISPENSER I CONTRACTOR TO P VIDE DUST PROTECTION,F-OOR PROTECTION.WALL PROTECTION,AND 0.3 88,3-" DWA CIAIS[70; 'AAX q TO FRANcr c[ SITE PROTECT101"4 114TRAi;TL)R SHALL BE RESPONSIBLE FOR CLEANING AFFECTED 0'N DCA UVEIJ$1-7,1 MECt- 1`.1EC-IA%4Ik:AL:A_) 'tom TOIJ-)-'E 414:)GRODVE 3.THE MOST CURRENT FORM OF THE AIA A201 GENERAL CONDITIONS C_;1- Or- E,_'ICRAL DPR D*PE.1 I-ER :AEI1 I.11EMEIRANE S_ TOP OF SL-,C CONDFrIONS FOR T1 IC PROJECT AND S1 IALL APP_YTO TI ic FULLEST RLASO'AD--[EXTENT STRUCTURES,ARCI Ek.q ir,AINT.rINIS1 ICS,AND ruRNISI IINGS DAILY CONTRACTOR SI IAL_ANE "I I-W-*-1;11-1-1 THESE GENERAL CONDITIONS ARE INCORPORATED INTO GENERA OTESBY REPAIR A--ITEI'AS r, ED DURING OPERATIONS TO A STATE EQUAL TO THAT WHICH nR rll,_�R' virr, kir-w.Ai NirwrR _Ve TOP Or VIAI I 01 D.)T!3_E A;11.1.; !.1,EZZAiJNE _13 TOWEL BAR T TOPERATIONS ANDmHSON HILL KOAD 0- _E'Zit4r, IAF:R MFMFfR -R TRIINSOM REFERENCE AND MADE AS FULLY APART OF THESE GENERA_NOTES AS I GOMP_ETELY-'_1ET EXISTED PRIOR I Cr CFA 0)"I'A Fs,�P.l A';)%*E ArT flium TREAD FORTH WITHIN OD DEC,?.�FAI`.- 'ArD METAL FLOOR CECKrJG _YP TYPICAL I -'C,.!TRA(-1'T')R S! I-_7AIT AN EXCAVATION TRENCHING SCHEDU_E FOR REVIEW WITH DRIVEWAY r,Dv' D1111.4111. fATFn METAL FUMING 4 UNLESS IN VIOLATION or_OCA.CODES.LAWS.OR REG U_ATIONS,OR EXP-1;IT NG TCLI AR(,IIIT[uT I'-,.V;%.,C P,a'!D'I I-INGINCER PRIOR TO START or woR.<.FOR ADDITION, PROPOSE-) f).,,r. nrovfir.,. MIC ME IAL IIJL;F Xi,%INU uro UP FIRCIJ C-171.DW TEACI IING OF D141,444G F-Xrl-APJ THS METAL THRESHOLDU-�N UlJ_ESS X-ER%'j ISE ND-ED OTHERWISE IN THE DOCUMENTS:CONTRACTOR SHAL_STRICT-Y ADHERE TO A-- RENOVAT:G-,i.A74D' %ir-LiC-PROJECTS CONTRACTOR SHALL SUBMIT A CUTTING PATCHING FACILI-Y 01% 4."WIACEr ?,TTES(S) MANUFACTURER'S RECOMMENDATIONS FOR ORDERING.DE_IVER1f iTORAGE.INSTA-LATION. SCAIEDI)LETC.TPE 1:`lll�',-T ENGINEER,AND OWNER PRIOR TO START OFWOR,< SITE 11,11i hil-1.9.11ETERtSI 'A'Uh AND rINALTREAPAINTor ALL PRODUCTS,MATERIALS[O(JIPMENT.AlIDl�YSTEtISI\JDICATID WOR1,AND"I ITT,1.,F AT il'i3 SI IA-L NOT RESTRICT TYPICAL OWNER ACCESS.USE.OR Ef OR REQUIRED TO PROPERLY COMPLETE THE WORK. OPERATIC icj-_-,r,c,.-A ,�IER E%IER7k VEl '�APOR BARRE R IM94 M 1jim VAR VARNISH TY WITHOUT PRIOR APPROVA-FROM OWNER AND ARCHITECT LN-j_1;.1;t:AjIlL MIR MIRPIDR < CO C.'XIA" VNR 'oENEEF; E.)F E,�UIF%T:-47 VIF vrrwy IN Tiff in '91� E�--.%_ATOR 1A00 M Mt I All VRIV VERMICULITE 5 CONTRACTOR SHALL NOT MA IDEVIATIO143FRL)�,�DOCU�AEik4TSWITliOljT'l�'RfT-E,,,I 21 ALLC()',It* 331'A--ABIDE BY THE CONSTRUCTION INDOOR AIR QUALITY P-AN AND EI"I. 'ALDr 'JDL01,r - , - ,0-),V,r, I!;I IMA I M�p RE AP�OR VERT VEF1:C.A_ APPROVA-FROM ARCI IITECT AND ENGINEER.Ti IC CONTRACTOR Fil IALL DEAR ALL COSTS TI I[CONSTRU, -iki YC I'AANAGEIVICNT PLAN AT AL_TIMES DOTI I PANS SI IALL 2C r ';.%T VG 'ebli I LA_U;ArJ I-)VA Vill V:K%l EX STING E..151, E.%Is7'V1;71 M)UlN--L Di,(Pir, ARISING FROM CORRECTING DEVIATIONS MADE WITHOUT WRITTEN APPROVAL THE POSTED AT.-,EY A�1)'--AT ALL TIMES E;AP E, :A M III F CONTRACTOR SHALL BEAR ALL COSTS ARISING,rROCA AR`HITECT'S AND ENGINEER'S REVIEW ,P,\tJCEC-*AE�'e FL,11 E MULL M.ILLID11 VB v NNOL EASE C CA E E�PANSONF-,'_, VL;I II-E AND ACCEPTANCE OF CONTRACTOR PROPOSED A_TGR DATES AND OR S1,13STITUTIONS 22 Jit_';E RESPONSIBLE FOR SUFFICIENT SHORING AND 3RAGIN(-3 AND E•P E.41POSEC Vr vmm rAnRl.. h lk�:ILBI-JR NL -NAILA31-E VT VINYL TILE INCLUDING PRorisSIONAL FEES AND EXPENSES SI IA-L PROT[—, _.'vI-T1,1413 STRUCTURES AND AL_COMPLETED AND ONGOING WORK LOCATION PLAN NAI NATL IIZAL VV.1E 'v E F;IFY IN ITH E]jIPME 14T AGAINSTDAHAt-)L. a,A(iE,COLLAPSE.DISTORTION AND MISALIGNMENT Fl.R FLj'RESCElwJT I.JR NOISE j 4�_ -)RDINATE WOR,<WITH PIR3 IC IJTI-ITIEi HAVING l'URISDICTION FJT FLJ1-i.I,_'I'.J- tJHC VIS;T -.VAINSLOT 6 CONTRACTOR SHALL M I'll-Nol N,)'APJA- TEACHING FACILITY FF; Fcxm(Gi.!r, cult NONIVIETALLI" vi W W-'LTOWAL_ 23 INEW STP P.4.!TIONS.AND FINISHES SI A-IGNEDWMI EACH OTHER 1-1,A ENESHAIK • %VH H_NS 7 CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PUB-10 AND PROPERTY OR WITH EXI. '4D'*!C,*Jij SHALL BE AS SEAMLESS AS POSSIBLE.NEW WORK ABUTTING rq I z.i spr WA,7ti Vil- IA:I 11 ri, ii r •,:lc NOT vip ty,1rRPR00FIW. DURING OPERATIONS AND UNTIL THE FI\IA_COMP-ETION OF A--WORK. OR INTCRSI. `1:.")T; 3 STRUCTURE.PARTITIONS.AND FINISHES SHAL_BE COORDINATED 1 5: F,F1,41,-iED 5V rM-EI.S .._S NOT TO SCALE rl WEST ANDCUTTOF R-.C.WRED.EXISTING AND NEW SU2STRATCS AND FINISI ICS S1 IA-L BE DRIVEWAY ENTRY FL F; I-lfRE-n J1.,S1 V.IIDTI-.Vll:)E E I AND PAYING FOR AL_PERMITS COORDINATE!' 1111EVE FLUSH,SMOOTH.PLUMB,LGVE_,SOIJARE,AND PRECISE FLT F k Do, WIN VIINDOW 8 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AS Ti'TC Ai. rAn rA RI )L ON CENTER IS) %Vf; *1141IJ;CLASS APPROVA-S.CONTROLLED INSPECTIONS,TESTING.AND OTHER INSPECTIONS THAT MAY BE CUT AND FIT'.. ILIA_no-ERANCES.EXISTING AND NEW SUBSTRATES AND FINISHES 1w ro F'E F,-'JJ`Ciiili )P 0PAOjE WIA wwrilirsti REQUIRED BY APPLICAB E AGENCIES,ARCHITECT OR ENGINEER. SHA__BCCCj-,I, T-'.'-REVE\JT FAILURE OF THE FINISH MATERIA-OVER TIME FOF FACE F FrX )Pr, -1PFtJl%r, WO W ITI.A 17 ro,- I A r'1 6` )1 -'PEN-1,71ES J,'IS- %YL) .1.1)Ix To rAt,.r-.r'l,Q :)PP 0PPOSr-F Wn W')j`f)S As r 9.CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER OFF SITE DISPOSAL OF DEMOLITION 24 PRIOR TO THE. l.R*rC.i`ANIY UTILITY,MECHANICAL ELECTRICAL.PLUMBING.-IFE SAFETY. FF ri,I, )PH OPPOSI-E-i;N:) WP7 .1.1 IRIN1141.POWT FAS FAS-�-J r�STF4`13, ')PS 0PFOSr-E SURFACE WI WR-)Url-T IRON AND CONSTRUCTION RELATED DEBRIS.COORDINATE:LOCATION or DUMPSTER0 AND AUDIO VISUAL.I-lGI*C IJRI.N 140UG1 I IN WORK,CONTRACTOR SI IAL_SCI ICDU_E SIT[ Village ()f Rye Brook BLIND BROOK CLUB FE30 Fleb, 'Mo EQUIPMENT WITH OWNER DO NOT RESTRICT TYPICAL OWNER ACCESS,.,3E.OR OPERATION WAL1,MIROIJG-*'41111 T-if uRCIIrrECT ENGINEER AND RESPONSIBLE TRADEiSl PRIOR TO V(,L Fl'Eli wAi i irAnjAr.i vx':IRFII.l WITHOUT PRIOR APPROVAL FROM OWNER AND ARCHITECT.PICK UPS AND DELIVERIES 0*4TRACTOR AND RESPONSID-E TRADE(S)SHAL_PRECISELY MARK. I R iew Board 980 ANDERSON HILL ROAD I-IN I llj�;_,L X_V/s OVALHEAD WOOD 3'.,REW ArChiteCt U, Fri riti-�)r->-R r r IA 11. )A ::)VERALL ABBREVIA-IONS BE SCHEDU_ED TO MINIMIZE AFFECT ON PROPERTY OPERATION F-AG.OR')THERWi-J Pi,YSIGA_�Y INDICATE-OCATIONS OF AL_ROUGH IN WORK ING1 UDING, FIFL ri;js L_)FL:IDRLI%F Df- )VERHEAC RYE BROOK,NY FA FIFE A'LARIl 4111.F BUT NOT_iI`JITED'- '_."JIrk4L'4T.CONTRO-S.DEVICES,FIXTURES,DRAINS,CLEANOUTS. 2�FE FIRE E-.-:tjr.LIS-1EA it) CONTRACTOR SHAL_R CVICW ARCI IITCCT1 JRAL.LAN D,',(.APC,DEMO-ITION,CIVIL PIPING2,D0-^T'W!-Q OF, j-,[R,3(,RIL�.CS,RCGISTERS ACCCSSPANC-S PATHWAYS Approval Date: ISSUE A REVISIONS t,NL I, P vAr., SEIJTERLPIE tf:�; XI 1`If;LL:iLII:;Aer.k P'JL PIVIE:. STRUCTURA-MECHANICAL,ELECTRICAL,PLUMBING,-IFE SAFETY AUDIO VISUAL PE\JETRATI,)\J-; I,L WAL,TI IROUGH(S)SHALL FIELD VERIFY AL_ROUGH IN WORK WITH Fr, rIRF irP.3RTiir!jT c.f-.u.u:mn PS PAr.k;6AR :�HAIJIIF FEPK FIFE';PF;V..LER I DO--_41.El`.rSj F COMM I IN ICAT IONS SECURITY.AND INTERIOR DESIGN DOCUMENTS WITH DUE SKILL AND CARE ARCHITECT 4 AND RESPONSIBLE TRADE.DECISIONS MADE DURING SITE DATE OESCRIPTM FP F RIEPH017 P1,R PAFAL_EL Chairman:. RE F;ESr--:,'u'Jl PSD PXFTIZJL,%F SC�.O PERPE14CII-LLAR CONTRACTOR SI IALL COORDINATE ALL WORK IDENTIFIED IN SUCI I DOCUMENTS. WA_KTI IRC'IJGII1'.-- AL.DE NOTED ON TII[RECORD CONSTRUCTION DOCUMENTS.FINAL 10120/2020 SITE PLAN AMENDMENT rF;T r1RF.R r i.,A!'1,.1%T P 1 14 PAF I I kfl CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER IMMEDIATE-Y IN WRITING IF HE OR SHE OCATIt),J-L�-HA L 3E A.S-11RECTED BY THE ARCHITECT A14D ENGINEER NO EXTRAS SHALL BE PED PECES-A- pliffii2021 ARS SUBMISSII014 PEFFCRA-1:-[)I L_ FF;C F1 PEI;F I CANNOT COMPLY WITH A-L REQUIREMENTS AND SHAL-NOT PROCEED UNTIL WRITTEN ALL0VJCrj►1 7' LA'!( ::DES UP TO iwo"FROM LOCATION SHOWN 014 CONSTRUCTION INC PERIM PEFr3E-ER 0 DIAMETER CLARIrICAT!0141SFIECEIV[DrROMTIIE ARCI IITECT C014TRACTOR SI IAL_DEAR AL_COSTS DOCUMENTS.' I TRA--3 SI IA__BE ALLOWED FOR FOR LAYOUT CHANGES REQUESTED BY I',;L'IS,.jGYA'IJKAIL 11`4;J_AlI_;1`J I FOR CORRECTING WORK THAT FAILS TO COORDINATE ACOPC IDENTIFIED IN AL_DOCUMENTS (04TRACT(Pt j�IBLE TRADE- ACCESSIBILITY DIAGRAMS 11 ANY ITEM OF WORK NECESSARY FOR PROPER,SUFFICIENT AND CODE COMPLIANT 25 Till SIZF.0 i L_t`lh:ATIC.!f_;F AL_EQUIPMENT,EQUIPMENT PADS,EQUIPMENT MOUNTING COMPLETION OF WORK WHICH IS NOT EXPLICITLY DESCRIBED IN THE DRAWINGS OR IN THE AND PC\JETi,'FIONIS 7HRC;R',I I THE STRI JCTI JRE AND PARTITIONS SHAL_BE VERIFIED BY THE SPECIFICATIONS SI IA-L BE CONSIDERED INCLUDED IN TI IIS WORK AND S1 IALL BE PERFORMED MCCI IANJICAL L'_r*.,TF.ICA_P-UNIDING,AND Lirc SAFETY CONTRACTORS.ALL-OCATIONS AND r :x IN A MANNER DEEMED BEST PRACTICE AND HIGHEST QUALITY OF THE TRADE INVOLVED. PENETRATIONS SHA__Q.1.,I_ ECTT0 APPROVAL BY ARCHITECT AND ENGINEER. 'EOUA 'SIMILAR','MATCH EXISTING'ARE USED,AS TO 2 WHERE THE WORD(S) 2, 26.FRAMING OF OPE'41NG�))'I PARTITIONS ABOVE FINISHED CEI-ING AND BELOW FINISHED PRODUCT,MATERIAL,OR ASSEM 3 LY.T1 IC ARC I IrTE CT S1 IALL 3 E TI I E RESPONSIBLE PARTY FOR r-OOR SHAL_DE(,0i.RD1\1ATCD WITI I FINAL APPROVED M C P COORDINATION DRAWINGS AND c_ —LU XF mt. MAKING THE FINAL DECISION AS TO WHETHER OR NOTTHE PROPOSED ITEM ACHIEVES SUCH ARCHnECT.OPENIN ;:;I RECEIVE FIRESTOPPING SMOKE,AND OR ACOIJSTICA_ E:: INTENDED CONDITION. SYSTEMS AS PFOUII-%I'r)P! PARTITION TYPE.CONTRACTOR SHALL PROVIDE FIRESTOP r—n \-cm�c--re- c AND BINDING,AND CONTRACTOR SHAL_EXECUTE SUCH WORK AT NO ADDITIONAL COST IF i I I ! i, MATERIALS -AT PENETRATIONS or FIRE RATED ASS CMD_IES TO MAINTAIN M ATZ 'AND S%�31[I'A, LEF ij 13.ARCHiTEcrS DECISIONS ON MATTERS RELATING TO AESTHETIC EFFECT SHAL_BE FINA_ RATINGIAND GOMP lt I"ITH APPLICAD-E CODES AND REGULATIONS RE V _j SUCII DECISIONS ARE CONSISTCNTWMITIIE INTENT EXPRESSED IN TIIE CONSTRUCTION 27.SECTIO14S AND [TAIL-'SI IA__BE CONSIDCRED TYPICAL AND S1 IALL APPLY FOR T1 lc SAME lwr% ADA SHOWER VALVE CAR CONTROL HE 0*IT T`Wr,HINGFD TWO H NGED DOCUMENTS. AND SIMI-AR CONIL.!ONS UNLESS OTHERWISE NOTED FOR DETAILS SHOWN AT MU-TIPLE P[A MORS NS=RFS DMRS IN SERIFS TYP CAL DEVICE LCCAT ONS 1;CA_ES.TIIELARD N SnA-E.!BETTER OIJA-ITY,GREATER QUANTITY.AND MORE COSTLY 14.CONTRACTOR SHALL COMMUNICATE WITH AND DIRECT A DETAILSHALLGOJI. fi,J PUSH SIDE PUSH SICE FULL SIDE PULL S UE COORDINATION OF SCOPE IDENTIFIED IN ALL DOCUMENTS AND TO ENSURE COORDINATION OF J A N 6 2021 crc L TRADES TO ENSURE L cr SCOPE NECESSARY FOR PROPER COMP_ETIION OF CONSTRUCTION.NO EXTRAS SHAL BE 28.PROVIDE IN W;_.BLkX-<:N:3 AS REQUIRED FOR A-L TRIM.MILLWORK,CASEWORK, ALLOWED FOR CHANGES TO IN-PLACE WOR<RESULTING FROM FAILURE TO COORDINATE EQUIPMENT,LIGHTII13,AG(;E%6.)HIES RAI-INGS,AND SURFACE MOUNTED FURNISHINGS r�.z•w 3n.. _�..��uj ! WITH ALLTRADES OR FAILURE TO COORDINATE WITH A-L DOCUMENTS DAT Do -0 ALL INTERIOR DOORS A14D CASED OPENINGS SHALL HAVE 4 Pill N oil 29.UNLESS OTHER'/ISE'JOT, CT r-,*FROM ADJACENT riNisi IED AND SI COMPLY WITI I SCALE DATE 15.CONTRACTOR SHALL FIELD VERIFY DOCUMENTS AGAINST EXISTING sn C CONDITIONS wrri 1 THcrINISIIEDIIING AMD�c, IF IF E: DUE SKILL AND CARE PRIOR TO START OF WORK CONTRACTOR SHAL NOTIFY ARCHITECT OF ACCESSIBILITYGUI, LINES, AS NOTED JAN 116 2021 ANY DISCREPANCIES,OMISSIONS.ANDtOR CONFJCTS AND SHALL NOT PROCEED UNTIL ;3" FR2NTAPPR2A,-H HINS=APOROAM WRITTEN c_ARtrICA-noN IS RcCEP4CD FROM TI IC ARCI IITECT 30.FLOOR S-A-J&-f0,5TRATr_ �,jurLOORS TO RECEIVE NEW riNIS1 IED FLOORING ARE TO DE I - SHEET TITLE HUN I AP P HUAGI I• MILLLCIIAIH C;LtAH PROPERLY PATCHE AND L'. -ED AND APPROVED BY ARCHITECT AND APPROVED BY TRADE SILL AP JHUAL;l I .CONTRACTOR SHALL NOTIFY ARCHITECT AND ENGINEER OF ANY INCONSISTENCIES RESPONSIBLE FOF CV1 I`L(;C-�'IJNIISHES S-ABS SHALL3E MOISTURE TESTED FOR SWING NG U00-1 SW NGING LIUUH TURNING SPACE FLOO-4S-JACE 16 COVER SHEET DISClOVERED IN THE DOCUMENTS,EXISTIWI COND11TIONS,OR PROPOSED CONSTRUCTION COMPLIANCEWITh .'0UIRC1_,_L C-S BEFORE INSTA—ING NEW FLOOR FINISHES. DRAWING REVIEW RESPONSIBILITY: IMMEDIATELY.CONTRACTOR S1 IAL_NOT PROCEED UNTI_WRITTEN CLARIFICATION IS RECEIVED FROM ARCHITECT AND ENGINEER.IN THE CASE OF INCONSISTENCIES IN THE DOCUMENTS THE BETTER OIJALrrY.GREATER QUANTITY,OR MORE COSTLY WORK SHAL EACH TRADE OR SUB CONTRACTOR SHALL BE RESPONS13-E FOR THE REVIEW OF EACH SHEET CONTAINED WITHIN GOVERN UNTIL SPECIFIC WRITTEN CLARIFICATION IS ISSUED TO CONTRACTOR. THE DRAWING SET AND ASSOCIATED SPECIFICATIONS.WORK REQUIRED BY EACH TRADE MAY BE SHOWN ON P DRAWINGS NOT CONTAINED WITHIN THE INDIVIDUA_DED CATED DISCIPLINE I E ARCHITECTURAL.STRUCTURA_ 17.DIMENSIONS PROVIDED ARE TO THE FACE OF FRAMING,TO TH�FA7r.E<)F Cmij wrrH MECI IANICAL,E-ECTRICAL.P_UMDING.ETC.FAILURE TO REVIEW AND IDENTIFY WORK CONTAINED ON ALL SI ICITS PROJECT No. SHEET No. 'j NOMINAL SIZE GIVEN,TO CENTERLINES,OR TO WORK PONY ALL DIMENSIONS TC.Ec vzininED DOES NOT RELIEVE ANY CONTRACTOR OF THE R ESPONSIBLITY OF INCLUDING THE WOR.<AS PART OF THEIR 7IRNI-D BY FIELD CONDITIONS TRADE SCOPE AND PRICE.IT IS THE RESPONSIBILITY OF THE GC.CM TO ENSURE THAT ALLTRADES AND OR -7-1 IS CON :_ , IN FIELD.DO NOT SCALE DRAWINGS,WRITTEN DIMENSIO\ SUBCONTRACTORS ARE PROVIDED WITH A-L DRAWINGS AND SPECIFICATIONS REQUIRED TO ACCURATELY PRICE TAKE PRECEDENCE IF DISCREPANItY ARISES.NOTIFY ARCHITECT II`AMEDI/,TLY BEFOR= N 0 L =L Islam CONTRACTOR SI:,IA__ EED AND COMP- H K.INCLUDING ALL A COORDINATION. BBC07.0 MILL ULLAHA'CL Yr t. P!!Li'X SPCI:T XEI317 AND. SIDE WALL OF BACK WALL OF PROCEEDING WITH WORK OR ORDF.RING MATERIA S NOT PRO1.11'" o G1 .0 1.0 2:. F' S-P MArO STAI I STANDARD STAI I STANDARD STAI I U'M-CLARIFICATION ISRECEIV[DrROMTIIE,AFaiclU _CT ,Ill I AK:.Y_-7-,Ze X_*_ _a 1. Zr-A:C.F1-._rk 7 7_t,AL. xrl-.' 1 15,1202 Z i •� .,- 1 _ I I 3 I 4 I 5 I 6 I 7 I 8 I = 10 I I I I I I I 17 I I I I I 24 25 I 26 27 28 33 42 f� ANDERSON p N53 0710011E H I�,L - d ZONE. R-35 A N490 10011E A EDGE OF EX DRIVEWAY 226•001 N51025'0011E / TO BE WIDENED o R O _ -� a 1 A O EX WALL 8 PIER 40.00 - _ 11L 1 11 x DISTANCE_ TO BE MOVED FOR SITE 149.301 ' ` - -274 5 FT(415 FT REQUIRED) R45 33' DRIVEWAY ENTRANCE ` ENING EX DISTANCE_ EX CLEAR SIGHT TRIANGLE i'- �-"�.a-_- -3�0 FT(335 FT REQUIRED) -'• -- / CLEAR 130 FT i OF 80 -,•52 ? r n r-EX CLEAR SIGHT TRIAN I EX VEGETATION a REGRADE v�E..silk ' -4 3 C: GLE FOR SIGHT 04TANCE CONFORMANCE / c -�.3F VEGETATI " R2 ` VE BUFFER � 00• 14 EXISTING14 ANTS 2.0' '_� ETRANSPLANT ING PLANTINGS CLEAR 110 FT i OF TO REMAIIK I EX VEGETATION a REGRADE -- / KEEP EX EDGE F FOR SIGHT DISTANCE CONFORMANCE e� r DRIVEWAY LOCATION ----- v/` / \ _ 82 5'SCENI�O��ER�Y DISTRICT /y / REMOVE EX PEAR TREE \ ' FRONT YARDZONING SETBACK / SIX(6)SUGAR MAPLES / / EXISTING R\ PARKING - \ SIFT z 20 FT �,/w 'COMMEMORATION" / / LOCUS SCALE:1"=2000' \\ to \ I SEE WG SP-7 UNLAWN GS ERDRAIN /ING PAVEMENT `V 6r ��c 3 k'-4"CAL- '^ A) \ I HYDRANT WATER LINE /`v Ns V R 89 - 00 LEGEND C ASPHALT I 5 3Y R45.33' TO EX WATERLINE '$N / ( C ADDITION R 5.8' / v+/ EX' REM EX / EX.TEE --95-- EXISTING MAJOR CONTOURS 'bp, LAWN I R25 89' / R2.89' RELOCATE / 24" MAPLE / u TO BE REMOVED w �� EXISTING HYDRANT/ - / N 1693 S F INSIDE I W --96-- EXISTING MINOR CONTOURS ► / __ N / I WETLANDSBUFFERi a' �• ;89 \ /\ - x 94.37 SPOT ELEVATIONS _ 67.26 I �►.� �'►. \ \ `y/ - - PHALT=o_ pRNEWAY �, R 33' y 1 I PROPOSED CONTOURS 9' O3 IN 0 00 --- 1 o � S / - 47 00' - -=rt =PROPOSED_ M x® PROPOSED SPOT GRADES \ �•�` 4 ` EX PIPE TO BE i�5 33' SA R45 43' O 6 - 1 T - ABANDONED\ 100 FT I P UTILITY POLE 70 �i - I 1 yS WETLAND SETBACK I .(� O NTD �� SEVEN(7)SU AR MAPLES t +Dr/,7 DEEP TEST PIT LOCATION D DEEP TESTS 91 PERFORMED BY KBF 10/05/20 /I�10 \\\ �R25.00'///f i/ Y�4E� Tom' 1� JJ ®p£RC PERCOLATION TEST LOCATION R36 VEGETATED WETLANDS D / (' Test Pit or Sol l Boring2ti9 1 Ground Elevation: .55 Y 1-11E D, EXISTING DOWNSPOUT 11 __ r 25.89'INSTALL PROPOSED WATER a 6'0 C LOCATED BY OTHERS y Soil Texture(Percent Sand,Silt and Depth Range 12 ELECTRIC LINE IN SAME TRENCH HEW INV. 300.50 I E 0 EXISTING DOWNSPOUT R45.33'�4 Eleletlon Clay) in Ir hes 1pA R25 00' (DAYUGHTED) CHIPPING a PUTTING � (D L) - - 299.58 Top SON 0-12 9 FT x 20 FT w R25 00' '�y� 3S L, 298.58 Light BfOWrt,Slit 12-36 LAWN PARKING PAVEMENT _ � tY� w o PATH �15 I NEW GREEN E E ELECTRIC LINE 2 105 S F INSIDE wrt 296.58 Bm Sandy Loam 36-84 SEE DWG SP-7 UNDERDRAIN �� ,; WETLANDS BUFFER) -w-w-w- WATER LINE ND INSTALL PROVIDE A \ `�--- w��w�_w�w�E w_�-�1°�= w 1 w 4 IS PS co S��LE U. I Elevation Depth in Irx ties EROSION AND SEDIMENT CONTROL z \ Is I ABBREVIATIONS NA Mot*V(Seasonally High Groundwater - SILT FENCE(TYP) R25.00' \ 6'0 PVC IV is IN PLACE FOR NA Groundwater - ^/ -- 13 4.I INV-=300 93 SR 610 PVC \ FUTURE USE I MH MANHOLE E NA Ledge - \�/ 74 \ PROPOSED 4"O PVC INV=299 66 E SEWER LINE / DRAIN DRAINAGE NA Roots - /'\// 18© \\F\Ly\ R60.00' PadtO� INV OUT=299.5 PROPOSED 4 SPS 30? / y I FF FINISHED FLOOR PROPOSED \ FF EL.=302.50 2 THING + 6.0 PVC y CONN CT NEW PE-� � EL ELEVATION R-35 Zoning Requirements FF SILL / \ R45.33' F/L I I INV.=298.90 / NEW CHI ING TO PR POSED 12"0 HE) FF E EL=323 41,0 SF R40.00' PROPOSED TERRACE / GRE VIA 45 WYE 6 XISTING CB CATCH BASIN Base Lot Area-7,069,788sf / ) % SP 5 89 I g EES 6"0 PVC l L N/F NOW OR FORMERLY et,al ctA ! 1 +� kyl, 610 PVC N f� I .NI=298.00 /m�� 249.0 9 FT x 20 FT ,' qy = INV.a 300.12 con PERC B' - 0 / '��J ROW RIGHT OF WAY Maxlmun Permltted LAWN PARKING PAVEMENT / �' ® Dr/1 / 4 ImperviousCoveraee in 15%(28,319 sf) IZ797sf 13,201sf SEE DWG SP-7 UNDERORAIN / �� Or1/ 10P C 300 / SSMH SANITARY SEWER MANHOLE Front Yard FIVE(5)CULTEC 330XLMD ITS PROPOSED OUTLET ERC A / TOP OF GRAVEL EL= I DI DRAINAGE INLET F \/� // TOP OF UNIT EL.=297 50 F Total Maximum Permitted '/ / W TOP OFF COVER ELCONTROL =300,00 !mil / OTTOM OF UNIT EL.= 96 I EX EXISTING Coverage by Impervious 15%(7,069,788 sf) 1 69%' 1 79%= O / UI SUMP EL=294.40 11 / B F RAVEL EL 2944 n-ti PERCOLATION TEST RESULTS Sunt2ces ` i 6"0 PEE c D // Date:October 5,2020 Front Yard Setback(Scenic EX STEPS u INV OUT=297 50 / AKL Witness:Kristian Fontonills Oven w:dick s2'6" 100'-S"',23r 8' 26r-3"S / pm a 24" 6"0 PVC Pere.Test A De INV IN=296AO NEW 5 ISTING RANGE REEs Time Reading DitTeronce CUT a CAP 6"0PVC TARGET / EX PIPE NEW In In re Rat Pe . s min/in One min.20'Total 108'6-' 249'1"s O INV OUT=296 50 / `'� RANGE I 3 04 PM 11 - - mpi Side Yard Setback of both min SO' Q� TARGET 3:14 PM 11 1/2 1/2 20.0 mpi CONNECT 8"0 PVC / / sF I VIA 45•WYE TO EX PIPE 3.24 PM 11 314 1/4 40.0 mpi Rear Yard Setbadt SSI N/A N/A --�- G "-"�--_SF 6'0 PVC INV IN-293 20 / / 3.34 PM 12 1 1/4 40.0 mpi G Vegetative Buller 35'0" _NSF I F 3 44 PM 12 1/4 1/4 40.0 mpi \ ` SIN PLACE 5 SEENPLANTT LIST 3 54 PM 12 1/2 1/4 1 40.0 mpi L EL_296 00 z s 4 04 PM 12 1/2 0 0.0 mpl SFF SF / PROPOSED MANHOLE TO REPLACE - L Notesm Front yard computed to be 326,SS4 square feet / EX DRAIN INLET g�, PERCOLATION TEST RESULTS 2-Value Includes the Clubhouse project currently under construct on W�Q RIM INTERCEPT E PIPE a / 20 RIM HDPE TRUNK LINE INV=292.50 Z Onto:October 5,2020 -- 3.Distance to existing toddle building / TO PROPOSED MANHOLE / y m 0) AKL Witness Kristian Fontonllla m 4.Distance to existing Main Clubhouse J/ 2 , S.Distance to proposed Teaching Facility PROVIDE AND INSTALL X. / 10- Pere.Test A Depth■ 24' 6.Distance to existing Garage near Maintenance building EROSION AND SEDIMENT CONTROL / Time Reading Diftrence SILT FENCE(TYP) / A (in) (in) Pere.Rate(minlin) 3:03 PM 10 - - mpi H / �3Z NEW 3.13 PM 11 1 10.0 mpi H - / 8 TARGET 3:23 PM 11 1/2 1/2 20.0 mpi 3:33 PM 12 1/2 20.0 mpl I 3.43 PM 12 1/2 1/2 20.0 m 1 - 1 Ae � I 3:53 PM 13 1/2 20.0 mpi 4:03 PM 13 0 00 mpisae a (� Pwlrr usr Date: TEACHING FACILITY PLANTS October 6.2020 81S- ILEX STEEDS 31/2"-4"CAL Scale 1'=40' 10 SPS- SPIREA ANTHONY WATERER S"CAL KBF/TGA Drawn/Checked By: r I AREA OF INTERE• I 6�NEWTRE� Book 15 TUPELO 2"CAL o I 15 REO MAPLES 2"21/2"CAS ,lob*; .9' 15 SWAMP WHITE OAK 2"CAL 14-39-1101 CONNECT 4"0 PVC SEWE LINE / 8 WHITE PINE 8'10'HGT. Reference: TO EX SEWER MANHOLE 7 WHITE SPRUCE 8'-9'HGT. 1101 / INV IN=287 00 a� I J '40 5sp PRINT INVAI WITHOUT SEAL ORIGINAL SIGNATURE AND � OO - O 7 PROPOSED DRIVEWAY FOR FIRE APPARATUS 12/18/2020 Q� OC \Q. `V KEY MAP AREA OF INTEREST ��,��pE N� 6 REVISED PER VILLAGE OF RYE BROOK COMMENTS 11n3/2020 CO AH N EMAN KI RBY p 5 REVISED PER BUILDING DEPARTMENT COMMENTS 18/2020 �� cO K Lot Area=162.303Ac. ~�GRAPHIC SCALE: 4 REVISED PER BUILDING DEPARTMENT COMMENTS 1 1/1 012020 ENGINEERS•SURVEYORS•PLANNERS K ti4 GRAPHIC SCALE: L a 3 REVISED PER BUILDING DEPARTMENT COMMENTS 1 1/0 31202 0 S t N CE t a V 4`V 40 FEET 40 `!F OB?529• La 1171Tel 203 East `869,7707 nam uFaxt203.869460verside,CT 6878 2 FIRE APPARATUS 10128l2020 /`w` 500 FEET 500 �psQFE$S10L��n��` , REVISED PER ROGERS MCCAGG COMMENTS 10/2012020 www ahnemankirby.com ` -J u i REV 0 REV.DESCRIPTION: DATE: 1 2 3 4 5 I 6 7 8 9 I 10 11 12 I 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 i 1 t 2 ! 3 4 5 6 7 8 9 10 1t 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 I 28 29 30 31 32 33 34 I ' CULTEC NO 410 NON-WOVEN GEOTEXTILE AROUND STONE TOP AND ZONE: R-35 SIDES MANDATORY A RECHARGER330XLHD A HVLV FC-24 FEED CONNECTOR WHERE SPECIFIED HEAVY DUTY CHAMBER NATURALLY COMPACTED FILL 1.2 INCH 125 51 mm]DUl WASHED MAX.BURIAL DEPTH FINISHED GRADE CRUSHED STONE 1 5'Xt S WOOD POST 120'(366m) r60'(152mmJMIN 10'OC MAX SITE t GENERAL NOTES: _ _ 'PROPEX'SILT STOP �- � OR APPROVED EOU VALENT 6.0'(152 mm)MIN SILT FENCE NOTES 1 THESE PLANS ARE FOR AN APPLICATION TO THE RYE BROOK BUILDING DEPARTMENT FOR THE CONSTRUCTION OF TEACHING 1 D G A 6'DEEP TRENCH ALONG THE NTENDED FENCE l NE 2` FACILITY.NEW DRIVEWAY ENTRANCE AND ALL ASSOCIATED SITE IMPROVEMENTS AS DEPICTED ON THE PLANS THE PLANS ARE It TO BE USED AS A FINAL CONSTRUCTION PLAN ADDITIONAL DETAILS MAY BE REQUIRED PRIOR TO ANY ACTUAL I BACKF LL 2 EXCEPT FOR THE END POST DR VE ALL POSTS NTO THE % CONSTRUCTION 30 5'(775 mm] GROUND AT BACK S DE OF TRENCH 10'O C MAX E>E-= 3 LAY OUT F LTER FABR C ON THE UPH LL S DE ALONG THE B 2 ALL NEW UTILITIES WILL BE PLACED UNDERGROUND ( G FENCE L'NE 9 IE lE e 3 THE PROPOSED DEVELOPMENT INDICATED HEREON WERE OBTAINED FROM PLANS PREPARED BY ROGERS MCCAGG 11E 4 SL P POCKET N END OF FILTER FABRIC OVER THE F RST ARCHITECTS 6.0-(152 mm)MIN GROUND LEVEL THAT THE BOTTOM RED GAUGE L'NE SAT 4 THE CONTRACTOR 1S SOLELY RESPONSIBLE FOR THE MEANS,METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE 5 DRAPE BOTTOM 6'OF FILTER FABRIC BELOW RED GAUGE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE LNE'N TRENCH BACK FILL WITH SOIL AND COMPACT 18 0'MIN 58 0-(1473 mm]MIN 52 0-(1321 mm] 5 THE CONTRACTOR SHALL ALSO LOCATE AND VERIFY THE SIZE.LOCATION,DEPTH AND INVERTS OF ANY AND ALL EXISTING CENTER TO CENTER UTILITIES PRIOR TO COMMENCING OPERATIONS THE CONTRACTOR SHALL ALSO BE REQUIRED TO CONTACT THE TOLL FREE CULTEC NO 66WOVEN INTERNAL (FOR SCOURPROTECTION)TO BE EROSION CONTROL SILT FENCE LOCUS SCALE:1'=2000' 'CALL-BEFORE-YOU-DIG'PHONE NUMBER AT 14800-922.4455 DESIGN ENGINEER RESPONS�.E FOR ENSURING THE PLACED BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH ALL REGARED BEARING CAPACITY OF SUB-GRADE SOILS�TYP, INLETIOUTLET PIPES 6 THE EXISTING DRIVEWAY WILL SERVE AS THE MACHINERY ACCESS ROUTE N.T.S. GENERAL NOTES ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED 7 SUGGESTED LOCATIONS AND DETAILS OF EROSION CONTROL MEASURES ARE INDICATED HEREON TREE PROTECTION RECHARGER 330XL HD BY CULTEC,INC OF BROOKFIELD,CT C MEASURES ARE ALSO INDICATED HEREON AND SHALL BE IMPLEMENTED AS REQUIRED PRIOR TO THE COMMENCEMENT OF STORAGE PROVIDED-11 32 CF/FT[1 05 m'm'PER DESIGN UNIT WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE C CONSTRUCTION EXACT LOCATIONS TO BE DETERMINED AT THE SITE BASED ON FIELD CONDITIONS BY THE CERTIFYING REFER TO CULTEC,INC'S CURRENT RECOMMENDED LENGTH OF THE CHAMBER ENGINEER IN CONSULTATION WITH THE APPROPRIATE TOWN AGENCY STAFF INSTALLATION GUIDELINES ALL RECHARGER 330XL HD CHA ABERS MUST BE INSTALLED IN THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC ACCORDANCE WITH ALL APPLUr 1,BLE LOCAL.STATE AND 8 RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR(4-)INCHES OF TOPSOIL.SEED AND HAY MULCH UPON LOADS WHEN INSTALLED ACCORDING TO CULTEC'S FEDERAL REGULATIONS COMPLETION OF CONSTRUCTION RECOMMENDED INSTALLATION INSTRUCTIONS 10 EXCAVATED SOILS SHALL BE TEMPORARILY STORED OR STOCKPILED UPGRADE OF THE EROSION CONTROL MEASURES AND GREATER THAN So FEET FROM ANY ADJACENT PROPERTY WETLAND AREAS CULTEC 330XLH D DETAIL. 11 UNDERGROUND UTILITIES.FACILITIES AND STRUCTURES MAY NOT ALL BE SHOWN HEREON ANY EXISTING UTIUTIES SHOWN HEREON WERE OBTAINED FROM RECORD MAP INFORMATION AND ARE APPROXIMATE ONLY THERE MAY BE OTHER UNDERGROUND UTILITIES THE EXISTENCE OF WHICH ARE PRESENTLY UNKNOWN ANY PARTY UTILIZING THE UTILITY N.T.S. INFORMATION AND DATA DEPICTED ON THIS SURVEY SHALL CONTACT THE'CALL BEFORE YOU DIG'PHONE NUMBER AT 800-922-455 A MINIMUM OF FORTY EIGHT(48)HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES TO VERIFY THE LOCATION OF D ANY AND ALL UNDERGROUND UTILITIES D 12 ANY DRIVEWAY AREAS,PLANTINGS LAWN AREAS AND TREES NOT TO BE REMOVED SHALL BE PROTECTED DURING CONSTRUCTION 13 FIFTY FEET OF ADDITIONAL SILT FENCE SHALL BE STORED ON SITE TO BE USED AS PROTECTIVE MEASURES IN RESPONSE TO /J SITE CONDITIONS EROSION CONTROL NOTES: 1 PROPOSED EROSION CONTROLS SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THESE PLANS PRIOR TO CONSTRUCTION AS APPROVED IN THE FIELD BY THE APPROPRIATE MUNICIPAL AGENCY PERSONNEL PROPOSED E CONSTRUCTION PHASING TO BE DETERMINED IN CONSULTATION WITH THE APPROPRIATE MUNICIPAL AGENCY PRIOR TO PARKING SPACE WIDTH E THE START OF CONSTRUCTION VARIES GSS,OS SODHYDRODED(THSEE IN)DED TRIANGULAR 2 LAND DISTURBANCE WILL BE KEPT TO A MINIMUM RESTABILIZATION WILL BE SCHEDULED AS SOON AS POSSIBLE WITH A BOARD FENCING MINIMUM OF 4 INCHES TOPSOIL.SEED AND MULCH?HYDRO-SEED'MAY BE REQUIRED BASED ON FIELD CONDITIONS FOR PLASTIC GEOGRID FABRIC TEMPORARY GRASS GERMINATION DURING SEASONAL PLANTING PERIODS TO INSURE MINIMAL SEDIMENTATION AND GRASSPAVE2 1'SAND FILL EROSION BY INVISIBLE STRUCTURES i PARKING SPACE FINISH GRADEi 3 HAY BALES AND SNOW FENCE AND%OR SILT CURTAIN BARRIERS WILL BE INSTALLED AT THE LOCATIONS INDICATED ON THESE PLANS AND,IF NEEDED ALONG THE TOE OF ALL CUT AND FILL SLOPES ALL EROSION CONTROLS SHALL BE -- - TREE PROTECTION DETAIL REVIEWED WITH AND APPROVED BY THE APPROPRIATE MUNICIPAL AGENCY PERSONNEL PRIOR TO COMMENCEMENT OF • I NON-WOVEN CONSTRUCTION ACTIVITIES •:TALL 3 4'WASHED ON TOP AND LTER ALLSIDE N.T.S. 4 ALL CONTROL MEASURES WILL BE MAINTAINED DURING THE CONSTRUCTION PERIOD GRAVEL 5 ADDITIONAL CONTROL MEASURES MAY BE INSTALLED DURING THE CONSTRUCTION PERIOD IF NECESSARY OR REQUIRED 4'0 PERFORATED F PVC PIPE F 6 SEDIMENT REMOVED FROM CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE SEE DWG SP-6 FOR INVERT INTENT OF THESE PLANS AND'OR AS DIRECTED BY THE MUNICIPAL STAFF LAWN PARKING SPACE 7 IT IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER TO INCLUDE THE INSTALLATION AND MAINTENANCE OF CONTROL UNDERDRAIN MEASURES,INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN.NOTIFYING THE MUNICIPAL STAFF OF ANY TRANSFER OF THIS RESPONSIBIUTY AND FOR CONVEYING A COPY OF THESE PLANS IF THE TITLE TO THE LAND IS TRANSFERRED N.T.S. 8 THE EROSION CONTROLS(WHICH WILL BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE PROPOSED CONSTRUCTED AREAS)SHALL BE INSPECTED PERIODICALLY AND ESPECIALLY FOLLOWING ANY PERIODS OF EXTENDED PRECIPITATION ANY SILTATION WHICH WAS ACCUMULATED UPSLOPE OF THE PROPOSED EROSION BARRIERS IF GREATER THAN 61NCHES IN DEPTH SHALL BE REMOVED AND THE EROSION CONTROLS CHECKED AND REPAIRED AS NECESSARY TO INSURE THAT NO STABILIZE ENTIRE PILE BREACHING OCCURRED ALL LAWN AND PROPOSED PLANTED AREAS SHALL BE CHECKED TO INSURE THAT GERMINATION WITH VEGETATION OR COV G HAS OCCURRED AND ANY REQUIRED ADJUSTMENTS PERFORMED AS NECESSARY PRIOR TO REMOVE OF TEMPORARY 2 1SLOPE OR LESS G CONSTRUCTION EROSION CONTROLS FINISHED GRADE 9 TREES TO BE CUT,FALLEN TREES OR BUSH WITHIN DESIGNATED PROPOSED CONSTRUCTION AREAS SHALL BE CUT TO FIREPLACE LENGTHS AND STACKED OUTSIDE OF THOSE AREAS,FEED SMALLER BRANCHES AND TWIGS THROUGH CHIPPER CASTING AND COVER PER CAMPBELL AND STOCKPILE ALL STOCKPILES SHALL BE OUTSIDE OF DRIP LINES OF PROTECTED TREES FOUNDRY PATTERN No 1203A 10 TREES TO BE SAVED SHALL BE BANDED WITH A BRIGHT-COLORED SURVEYOR'S RIBBON LOCATED AT A HEIGHT VISIBLE TO /�/��/��//��/��/�/��/��/�/ '�•%�%�/i.'•!':�/��/.�i�/ s A EQUIPMENT OPERATORS TREE ARMORING PROTECTION MEASURES SHALL BE USED AS SHOWN IN THE DETAIL ON THIS 2'GROUT MIN OR MAX PLAN 2 COURSES OF BRICK MIN SLOP \MIN SLOPE 11 INDIVIDUAL TREES OR STANDS TO BE SAVED WITHIN DESIGNATED AREAS OF PROPOSED STRUCTURES SHALL BE r� STRAWBALES OR SILTFEN ` PROTECTED BY FENCING WHICH CIRCUMSCRIBES THE DRIP LINE OF THE INDIVIDUAL GROUP PER THE DETAIL ON THIS DRAWING INSTALLATION NOTES: F1 _____ PIPE Sk'E VARIES H ------'-- SFE PLAN 1 AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE 6 � 2 MAXIMUM SLOPE OF STOCKPILE SHALL BE 12 PIPE SIZE VARIES 3 UPON COMPLETION OF SOIL STOCKPILING.EACH PILE SHALL BE SURROUNDED 9 SEE PLAN ___ ___ WITH EITHER SILT FENCING OR STRAWBALES,THEN STABILIZED WITH VEGETATION -� OR COVERED INLET ------ 4 SEE SPECIFICATIONS(THIS MANUAL)FOR INSTALLATION OF SILTFENCE 5 PROVIDE PLASTIC BELOW STOCK PILE+PROTECT UNDERSIDE a NV SEE PLAN �/ PRECASI CONCRETE Date- NV SECTION STOCKPILE DETAIL October 6.2020 N.T.S. 1-=40 z DrawNChecked By: KBF/TGA [ LL (4'I 24' 14'I Joe 9 14-39-1101 f.6 Reference: SECTION 1101 � FOR USE WITHIN SUBJECT PROPERTY ONLY AND AS MANUFACTURED BY CONNECTICUT PRECAST Co v INC.MONROE,CT,OR APPROVED EQUIVALENT Fa 1 REINFORCED 6 x 6 x 10 GAUGE MESH OR TO SPECIFICATIONSo V 2 MINIMUM CONCRETE COMPRESSIVE STRENGTH 4 000 PSI @ 28 DAYS -1�(ZIP J OUTLET CONTROL STRUCTURE � SCALE:N.T.S. i PRINT INVALID WITHOUT SEAL AND O \ew �bj� :J` `o ORIGINAL SIGNATURE pF NE► 7 PROPOSED DRIVEWAY FOR FIRE APPARATUS 1 2/1 8120 20 �5 6 REVISED PER VILLAGE OF RYE BROOK COMMENTS 11123I2020 A H N E M A N K I R B Y All CO p� 5 REVISED PER BUILDING DEPARTMENT COMMENTS 1 1/1 8120 20 �w K 4 REVISED PER BUILDING DEPARTMENT COMMENTS 11/10/2020 :J K tir ENGINEERS•SURVEYOR SOP LANNERS 1 3 REVISED PER BUILDING DEPARTMENT COMMENTS 1110312020 SINCE t EI 7 t Q O 1171 East Putnam Avenue.Riverside,CT 06878 �� J' ps�529 Cr`� 2 FIRE APPARATUS 10/2812020 Tel 203 869 7707•Fax 203 869 4606 FOPS r 1 REVISED PER ROGERS MCCAGG COMMENTS 10/20/2020 www ahnemanbrby Can u - i REV_X: REV.DESCRIPTION: DATE: 1 2 3 4 5 6 7 I 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 i i l A2 0 i 64' 0" RECTANGULAR COPPER RO G E RS 20'-Cr 4e-0" _ DOWNSPOUTS,TYP. DRAINAGE SYSTECONNECT TO M SEE SUBSURFACE McCAGG CIVIL DRAWINGS. I sns , STORAGE ARCHI i ECTS I PLANNERS MECH„1C RESTROOM 103 , INTERIOR DESIGNERS P�F 1U2 60 SF / a 44 50SF d \� CIVIL ENGINEER AHNEMAN KI RBY 1171 E.PUTNAM AVE. I BU LDING 1-SUITE 1 A RIVERSIDE,CT 06878 I 203-869-4606 LOUNGE c� 101 TRAINING BAY I TEACHING BAY IRRIGATION CONSULTANT 3 0 d 240 SF 1°4 II 105 0 1 WSP USA cn 00 SF 560 SF A2 0 4 RESEARCH DRIVE,SUITE 204 N N SHELTON,CT 06484 203-929-8555 STRUCTURAL ENGINEER _' - - - - - - - - - - - - - - - - - - � F- - - - - - - - - - - - - - - - - E2ENGINEERS I I I 486 MONTAUK AVE. NEW LONDON.CT 06320 I I I 860-437-3259 a I I I MEP ENGINEER 4' 0" 7'-11 318" I•�— - OVERHEAD TIETJEN VENEGAS DOORS 68 PURCHASE STREET COVERED I I I RYE,NY 10580 PORCH I I I 914-967-9505 106 131 SF — — — — — — — — — — — — — — — — — ( — — — — — — — — — — — — — I QED ARC Q r 1 .��Qt1ER A°4f BLUESTONE PORCH - -STUCCO PIER WITH STUCCO BASE DETAI_ 21' 93/8" 10' 6" Lp o3eee f � 3, � — -- - - � - - 9rF OF NE�y 20' 0" Alf "1 0" s NORTH AND=RSON HILL ROAU - -PROSE] ° 1 PROPOSED GROUND FLOOR PLAN ° 2 4 DRIVEWAYPO 1.4"-1'0" TEACHING 7 FACILITY RECTANGULAR COPPER ( r�� DOWNSPOUTS,TYP. •;t� NEW HALF CONNECT TO SUBSURFACE EX STING ROUND COPPER DRAINAGE SYSTEM SCE (1u13Hcx.SF CIVIL DRAWINGS GUTTERS,TYP LOCATION PLAN QD NEW HALF ROUND COPPER TEACHING FACILITY & { � GUTTERS,TYP DRIVEWAY ENTRY BLIND BROOK CLUB 4 980 ANDERSON HILL ROAD RYE BROOK,NY ISSUE A REVISIONS ® DATE OESCF1PTM - 1 012 012 02 0 SITE PLAN AMENDMENT 01/06/2021 ARB SUBMISSION 3 1 - - I 0 --STILE ROOF, 4 MATCI I EXISTING — I; i SCALE DATE ,e-•_1'0" I AN 06 2021 SHEET TITLE TEACHING FACILITY --- PROPOSED PLANS J NEW HALF ROUND COPPER NEW HALF GUTTERS,TYP. ROUND COPPER PROJECT Na SHEET SHEET No. RECTANGUJIR COPPER GUTTERS,TYP NCRTI I DOWNSPOUTS,TYP. PROPOSED ROOF PLAN u z 4. (73 ' 7 CONNECT TO BBC07.00 A1 .0 DRAINAGE SYSTEM.YSTEM.SEE A2 0 2 1.4"a 1'Cr CIVIL DRAWINGS. 1 5:'2021 9:43:22 AM TILE ROOF,MATCH EXISTING RO G E RS COMPOSITE BRACKET ANEW HA_F ROUND COPPER M CAG G PAINTED WHITE GUTTERS TYP — — — — — I,T.O.ROOF ELEV:22'-4" r. { TILE ROOF MATCI I EXISTING s ! r--NEW HALF ROUND COPPER GUTTERS TYP. 4 a TILE ROOF MATCH EXISTING • %%' ��r ' ! ARCHITECTS PLANNERS 7" CEDAR FLYRAFTCR = PAINTED WHITE INTERIOR DESIGNERS P th main ate-tip i _'- NEW HALF ROUND COPPER dd`�r a 4 utt IV 354 k c_I H F. GUTTERS TYP ! ! r`o,ysa=;n,,r zoo;sd s�ol �` ? i i ' ' , i i i i i i :•JWwlltl•r?t CI1.Cl:r1 . CIVIL ENGINEER -ri To HIGH P-ATE f ! r { AHNEMAN KIRBY �- - '' ELCV:12' 6" 1171 E.PUTNAM AVE. w .. ' f i I N a - -:i, ,L, ,.3.1,4. ..}_ ,�' t ! ' � BUILDING 1 SUITE 1A N .n,.S�r:t•- ..:�. .T. �.. 't 7_1t.. :r �s^I:.s` .,,•a..,C;.., rl' -c.?,e. ..4-,: ) � ! t i , •�s � � -'�-:.,;� .;•:n> r - f i RIVERSIDE CT 06878 OIL1 •t:-'. i T.O.LOW PLAT ,.J -.. +sue•L: -,. a 203 869 606 :1 ,ELEV 0' 0" •i' .?R.--r '�" c - - 1•` '�` .i:.••':mow' .c '" IRRIGATION_Nif, { CASING TYP. `., ASINQT�P ^` CONSULTANT � CASING TYP., STIICCO,MATCH EXISTING, '' `�'`•, n�` 4TI1CC0 MATCH EXISTING, PAINTED WHITE RECTANGULAR COPPER 1 PAINTED WHITE PAINTE(?WFlTE: :.i. WSP USA �� I DOWNSPOUTS,TYP __ PAINTED WIIRCT-; ,^:_; PAINTED WHITE \ - ++ -L - - 4 RESEARCH DRIVE,SUITE 204 I CONVECT TO SUBSURFACE t E — DRAINAGE SYSTEM SEE El L I �i , SHELTON,CT 06484 ' CIVIL RA I\ I L D w vGS f 203-929-8555 M-1 ` STUCCO WATERTABLE, i y _ STRUCTURAL ENGINEER ,�—PAINTED WHITE E2 ENGINEERS STUCCO ! STUCCO STUCCO 488 MONTAUK AVE. SUBSI-L,TYP_ I ( SUBSI,L.TYP \ SUBSILL,TYP. NEW LONDON,CT 06320 PAINTED WH TE PAINTED WI IITC PAINTED WIIITE ..T.O.SLAB -a ELEV,O' (r MEP ENGINEER TIETJEN VENEGAS 68 PURCHASE STREET RYE,NY 10580 914-967-9505 RECTANGULAR COPPER CLAD WINDOWS,WHITE CLAD WINDOWS,WHITE STUCCO WATERTABLE, DOWNSPOUTS,TYP. EXTRUSION,TYP. EXTRUSION,TYP. CONNECT TO SUBSURFACE PAINTED WIIrrE µHD ARcy�T DRAINAGE SYSTEM.SEE �5 oQ R IA 4g, F 1 PROPOSED EAST ELEVATION ° 2' 4' CIVI DRAWINGS 2 PROPOSED NORTH ELEVATION ° 2' 4' �r �� 1.4"-1'0" 1 4"_1'-0' N�qT 038883'% �QQ FOF N ANU=HSON HILL ROAD �—PHOPOSED DRIVEWAY PROPOSE) TEACHING ING FACILITY ram'i '•� )� EX STING CT IIAHOI.SF LOCATION PLAN TILE ROOF,MATCI I EXISTING COMPOSITE BRACKET; NEW HALF ROUND COPPER TEACHING FACILITY & PAINTED WHRC ELEV:22' 4" GUTTERS TYP. DRIVEWAY ENTRY __• jT O ROOF G TI-E ROOF,MATCH EXISTING f ! 12'x 24'LOUVER,PAINTED TI-E ROOF,MATCH EXISTING NEW HALF ROUND COPPER i I ! i i 14 fi WIIITC GUTTERS.TYP ;%,r=,ti_�; w^�S35!:.:n•r`!�+;.tr•�_�'=•''-- 1' CEDAR FLY RAFTER PAINTED WHITE ! . 1-0" 1 ! I i I i BLIND BROOK CLUB � •:''/ •i'�� /t '• �h��. •Z''�:` .`�` s 'y t• � , i 1 1- 1 � t < t i • 1 r ::.iay. r!• ,-_.✓ ... j i i + I 1 ! i ! 1 i i t i I t I 7 7" NEW HALF ROUND COPPER S } s .i 1 I ' s i I i ; s 980 AN DERSON HILL ROAD :�' ,r..,•r'y ,i Ir .cS •• ` •�. t j t i 1 t 1 ! I 1 0" FGUTTCRS,TYP. =b,'•"! ✓;.� .i KD'E:r ` --•a/iV` `� I ,h. 1 i j I j i j 1 j 1 i 1 r y I I 1 RYE BROOK,NY -...7=•I .� > . ",may -:r+x•• , I «• t, , -! 1 t i i •! 1 ; i i ! ' , , ; i r j i 1 t I ! I :... t�i.•D .s �f T i:y. 'Z i i i y 1 i I .t 1 i I i I i i i i I { i ; t 1 i i i 1 .i i i i J / J :y --i: •r,s ': - '�—J:i."`;r^y.,la:.'+y s:'��'/ /y—y am. .Gv1`.r:y s•.— - �.,,.r--._.1:C1�r3-1"�4y'..1'e:i•.:A 7ti:4•1'tN r-.�,�—'-h!...•!Y'„(�y!;r �'`�-,'��:<`�biY 4f ti4-4k n.;L:.S',.:,�.':',•1•S?�':.da P�C'�1��4,,y,�.,s��-:.— ._f� !(I' I I`}II }(II` 'III i{ {I iIy I� I ijI,(I 1!1�,fIf S I!I I 1Ii i� jf jjt 1t; iIi i1ii ..IrIIj I'i .(ii. jiirI .i{(� .;!`+ .ii;1 )1t! aS •i1t i =!it! fi`II , -i � )I' {i�;i Ii, �It11 efi! I! IiS! �St! fi1I iii; Ii'fiit !1iI {1! -ijf !t !Ij)'! .;j .jfj,i1 it ii� _1t1 .ii, !ffj 'II ii! _iiS i}!iI ';S( jSIi 1 i11ti ®ISSUE f REVISIONS z' z• DATE DESCRIPTION T10N _ 10/20/2020 SITE PLAN AMENDMENT T.Xy O HIGH PLATE 01/06/2021 ARBSlJI3MISSK)N ELEV:12' 6" r ;.�' �/ ti/ / ;r STUCCO,MATCH EXiSTINc� .Fz'b" PAINTED WHITE t. T.OIL LOW PLATE ELEV:10' 0" 151� y CASING TYP. — I ,r;�y RECTANGULAR COPPER PAINTED WHITE ` 7��;}`� DOWNSPOUTS..TYP. J -............... y SUBSURFACE � CONNECT TO - -- ,� .--•- ---- ... _... _.. _. .. f .._ .. _ •� DRAINAGE SYSTEM.SCE CIVIL DRAWINGS. , o flr'- ar y eJ OVERHEAD i I n j i f I ;, � _� 1 DOORS W ITI 1 — r STUCCO -- --STUCCO PIER WITH t , i •` ;n�4r SUBSIL_TYP., STUCCO BASE DETAIL ! ; .i I �P INTEDL ' A1`Ll r PAINTED WIIITE `+ :i i WHITE .► f I ?'"z f I I t j STUCCO WATERTABLE ' PAINTED WHITE L ot T.O.SLAB I L r— ]_ — — `� _ ELEV.0' 0' / /. Iry \ \ h, \ L \/ _ F .i• \' / / , /i j, \` \ •\• .i \' .,\' .\ �� :•\•.•: `:\' ';, :\•' `� DATE SCALE / 1 J I CLAD WINDOWS WHITE ' JUCCO SHEET TITLE EXTRUSION,TYP. STUCCO PIER WITH STUCCO BASE DETAIL � DLUESTOVC PORCH PAINTED WHITE TAB_E, TEACHING FACILITY PROPOSED WEST ELEVATION ° 2' 4' STUCCOSUBSILL,TYP, j PROPOSED SOUTH ELEVATION ° 2' 4' CLAD DOOR WITH PAINTEDWHITE---1 4 ITES,WHITE ,a"m,'°" PROPOSED EXTERIOR FULL LEXTRUSION f CLAD WINDOWS,WHITE I ELEVATIONS EXTRUSION TYP--1 PROJECT No. SHEET No. BBC07-oo A2.0 1 5.2021 9:44:31 AM EXISTING COBBLE CURD TO REMAIN \ EX,STING LIGHT RELOCATED LIGHT PROPOSED DRIVEWAY ENTRY rWlJRC TO REMAIN-- \ n)cTI1RE--\ PROPOSED DRIVEWAY ENTRY RO G E RS WAL-RECONSTRUCT TO \ WALL,RECONSTRUCT TO MATCH EXISTING EXISTING DRIVEWAY EXISTING LIGHT EXISTING DRIVEWAY MATCH EXISTING M C CAG G ENTRY WALL TO \ FIXTURE TO BE ENTRY WALL TO BE STI1(:(`,(?FINISH AND \ REMAIN , RELOCATED DEMOLISHED STUCCO FINISH AND ` COLOR TO MATC1 I COLOR TO MATCH T.O.EXISTING ENTRY � EXISTING "� T.O.EXISTING ENTRY — _ _ ,yWAL_ \ - - fi — EXISTING _ �WAL_ — y r ELEV:3' 9' _—__ - __� J r �� ELEV:3' 9' — — — _- LEVEL 0 — — — — — — — — a — — -EVEL 0 EL MO' 0' L V:O' 0' ARCHITECTS PLANNERS - NEW CODD-E CURB INTERIOR DESIGNERS as`)crth main 5tr?2-.tioUtr Norwalk c_I'N 8'.-I T'US tiS4 51o()F 203 354 5701 5 PROPOSED EAST ELEVATION ° 4 g 3 PROPOSED SOUTH ELEVATION ° 4 CIVIL ENGINEER 1.0"_r o- 1'8"_r O" AHNEMAN KIRBY 1171 E.PUTNAM AVE. BUILDING 1-SUITE 1 A EXISTING LIGHT RIVERSIDE,CT 06878 EXISTING CO3BLE RE_OCATED-IGHT s'IXTURE TO REMAIN CURB TO REMAIN FIXTURE 203-869-4606 PROPOSED DRIVEWAY ENTRY IRRIGATION CONSULTANT EXISTING DRIVEWAY WALL.RECONSTRUCT TO EXISTING DRIVEWAY EXISTING LIGHT EXISTING DRIVEWAY ENTRY WALL TO / MATCH EXISTING ENTRY WALL TO 3E FIXTURE TO DE //--ENTRYWA-LT0 WSP USA REMAIN i STUCCO FINISH AND rDEMOJSHED RELOCATED REMAIN 4 RESEARCH DRIVE,SUITE 204 T.0 EXISTING ENTRY COLOR,MATCII _ EXISTING T.O�EXISTING ENTRY SHELTON,CT 06484 � E-EvwA-L WA -L3' q- 203-929-8555 ELEV•3' 9- + - L =- STRUCTURAL ENGINEER - — -EVELO _ _ _ _ _ _ LEVEL E2 ENGINEERS ELEV•O' 0' E-EV•O'-0- 488 MONTAUK AVE. VEXISTI-40 NEW LONDON,CT 06320 RE_OCATED EXISTING SIGNAGE 860-437-3259 s'- SIGNAGE SIGNAGE TO 3E TO REMAIN MEP ENGINEER RELOCATED TIETJEN VENEGAS 68 PURCHASE STREET EXISTING STUCCO FINISH 4 PROPOSED WEST ELEVATION ° 4' Ir 2 PROPOSED NORTH ELEVATION ° 4' Ir RYE,NY 10580 1 B"-1.0" 914-967-9505 0 AR N R&14, 46`c U I \�•9T �38683� yO� FOF NEB 2 A3.0 AND_RSON HILL ROAD —PROPOSED DRIVEWAY PROPOSED I TEACHING Jill FACILITY r' ANDERSON HILL RD ` - EXSTNG • CLUI3HaI:SF LOCATION RAN 1 TEACHING FACILITY & - - - - - _ ,-- - DRIVEWAY ENTRY PLANTING BED,MATCI I EXI,' INr lw L� (] BLIND BROOK CLUB PROPOSED DRIVEWAY ,,'' � r-� _ � 980 ANDERSON HILL ROAD EXISTING DRIVEWAY RYE BROOK NY ENTRY SAL-TO DE ISSUE a REVISIONS DEMOLIEXISTING DRIVEWAY ENTRY ° 5 ® DATE DESCWPTION 10120/2020 SITE PLAN AMENDMENT 4 01/06/2021 ARB SUBMISSION CO3BLE PAVERS TO 7 -PROPOSED DRIVEWAY ENTRY MATCH EXISTING , WALL,RECONSTRUCT TO ' �, I - MATC11 EXISTING EXISTING DRIVEWAY �- - ENTRY WALL TO J - REMAIN O - r G PROPOSED ASPHALT ,. DRIVEWAYAr , QAQ EXIST14G DRIVEWAY ; i r -rr - TO BE DEMOLISHED ' - — �, CO3BLE CURB, ; COBBJ=CURB, MATCH EXISTING MATCH EXISTING 4 �+ t 1 SCALE DATE 1 Ir-1,0- I JAN 06 2021 _._. NORTH SHEET TfTLE 1 PROPOSED DRIVEWAY ENTRY PLAN ° 4' °. DRIVEWAY ENTRY I 18•.l'0• PROPOSED PLAN & ELEVATIONS EXISTING DRIVEWAY ENTRY WALL TO BE DEMOLISHED PROJECT No. SHEET No. BBC07.00 A3.0 1 4.2021 4:26:18 PM PROPOSED MATERIALS AND COLORS FOR TEACHING ROGERS • :t.t• - FACILITY SHALL MATCH EXISTING CLUBHOUSE McCAGG ARCH[ ECTS PLANNERS INTERIOR DESIGNERS r d•v 3+"• 44'jorth 14d n+tr??'.'�ovtt•Nnrin2lk L f:X Hh4 o'.-r:.L •� � is :•rwwrni-dt•iccri .� � ;.•.- 'i+a'�= 1n°�7..c_.F fix+ ,r �, fj- .Y CIVIL ENGINEER r AHNEMAN KIRBY 1171 E.PUTNAM AVE. . -- .� --N?iL:.." ;.a....:_s;'r��-� •,�.T ;: Lam,. a BUILDING 1-SUITE 1A ' Via.��k'•:..�. � .rr-.:.s;,,. • '' -"�'' -�' =' RIVERSIDE CT 06878 ''S",`,Yz :�;.;.-��•x�ram'$_--�_:_�•••• a•� . �' 203-869-4606 IRRIGATION CONSULTANT o j A •- - r � :.:�`�.Y ` •e;l. s� -`'' 1•/.:-� WSP USA�{si ;''+ -:\••�� t•�. �'=-tip f'.� .•!.� 17'�r; Z.n+ �` l..•_ r 4 RESEARCH DRIVE SUITE 204 �",� �,�\"'. -1.. '�:�.•. Lives. ''t• J �� __ :..-. I HELT N,CT 06484 .4 .Z••.`•,. '.�,i�'' a..`1•::''�%ti�:•.r,.�jC.fi"`w11,�: �ti^Yye� '�:� � + - �'r _.; a t_ L. ..•:•._1�.. .., ��.. ::.r:�r..... — 203-929-8555 •:}I��. *< ti;� .��• 3..�'::,;;,x, ;: _ STRUCTURAL ENGINEER Y L's. .'`s.• .?.t' r-v 1 'i v.�'ti v-� + y_... r f - :.. - �" ,�.Y a. ;s.. ,.��' '•• ,. .its'• 1`::\...?d. .,.:`xs"t.+.:w. _1�`wA�' .i Y.<-s.. .. _--`----�.`_�` �';�r� E2 ENGINEERS 488 MONTAUK AVE. X NEW LONDON.CT 06320 EXISITNG STUCCO FINISH EXISITNG STUCCO SUBSILL 860-437-3259 MEP ENGINEER TIETJEN VENEGAS 68 PURCHASE STREET RYE,NY 10580 914-967-9505 pQ ER PA f'^`�-,r'r•-2..r y:-p'-,wit��w.s>s'�w� - Y! tom'w�c�n �z f.. -j �_ - R. Y - rg� +� �9Go, - TFOF NEB M • AND=HSM HILL ROAD <--PR.OHOSED DRIVEWAY PROPOSED TEAMING ING FACILITY EXISITNG ROOF TILES .vim r; f ^ EX STING CA I1F3HCX:SE LOCATION PLAN TEACHING FACILITY & DRIVEWAY ENTRY BLIND BROOK CLUB 980 ANDERSON HILL ROAD PROPOSED VIEW FROM DRIVEWAY ENTRY SHOWING TEACHING FACILITY AND NEW TREES RYE BROOK,NY ISSUE A REVISIONS DATE DESMPTION 11/12/2020 ARB SUBMISSION -_ O110fi/2021 ARB SUBMISSION 1 � •f lw t � l ,yam - j.�..^►-�.^t w -r SCALE DATE �`, t t AS NOTED JAN 06 2021 SHEET TITLE PHOTO SIMULATION& MATERIALS WPM _ - i ` --v�l" �- --zPJL1iYY.i r. '!•"V+4n. - .�•.arWr_ .G4t k:i _ _ �s-r sue•_._ _- PROJECT No. SHEET No. PROPOSED PANORAMIC VIEW FROM DRIVEWAY ENTRY SHOWING TEACHING FACILITY AND NEW TREES BBC07.00 A9.0 1 5.2021 9:44:32 AM ROGERS McCAGG ARCHITECTS I PLANNERS - INTERIOR DESIGNERS n ' F 44`JPrth Main Stree'•SOUtr•Nnro ellr(1'N 1'•1 r JJ-i%s4 c:(h)r 263'".4 S2UI 49 � afr�iy`'� v""1i�'''i` �v� •:iwwrrr-er•_nccr CIVIL ENGINEER ' AHNEMAN KI RBY .1w 1171 E.PUTNAM AVE. BUILDING 1-SUITE 1 A RIVERSIDE,CT 06878 203-869-4606 IRRIGATION CONSULTANT WSP USA 4 RESEARCH DRIVE,SUITE 204 SHELTON,CT 06484 203-929-8555 _ STRUCTURAL ENGINEER s - E2 ENGINEERS 488 MONTAUK AVE. NEW LONDON,CT 06320 860-437-3259 MEP ENGINEER TIETJEN VENEGAS 68 PURCHASE STREET RYE,NY 10580 914-967-9505 Pwo men tram IO aim of the MPIAM Teachmg Budding bolting rmrriezed QED ARC towares L'ie EncWve at Rye Bir" \�'�OQNER M.M!y/per C, As of Clecember 2020 62 meter trees riaw Dew plantM along the pimp"lase Eadt ma arrow,mcates a newty ptanteo tree Ptanvgs approved at DecEirke►10 2C20 Ptarm Board Hr N�qT °3aea31 y0� �cOF Nay ANU_HSOh'HILL ROAD c PHOPOSE-) DRIVEWAY PROPOSF 0 TEACHING ING FAOLITY tat' Wit vo jr EX STING CIUHFIOUSE LOCATION PLAN � f TEACHING FACILITY & DRIVEWAY ENTRY IT 1W BLIND BROOK CLUB 980 ANDERSON HILL ROAD RYE BROOK,NY ISSUE&REVISIONS -• S DATE DESCR IPT10N 0110612021 AR13 SUBMISSION Xh --Gfire Blue star Norway Spruce (6) W^- reen i -- - Yellowrr WE Maple (15) Red star ilack Tupelo (10) SCALE GATE Wh - White i • ine (5) SHEET TITLE JAN 06 2021 Purp eberryTREE PLANTING As of Deco'rnber1 i - plantings at driving range PROJECT No. SHEET No. BBC07.00 A9.1 1 5.2021 9:44:33 AM --- - - - f)�..- . ,.. - . 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