No preview available
HomeMy WebLinkAboutBP23-042PERMIT#� o��` o�% DATE: y c�li ®cP• '�/ t ��d os°�� r1 I �-L SECTION O ��' 1 �v t BLOCK � lOT • �- / _ / / TYPE OF WORK I'1'! � J �� PCY �S�/1'�C>�I���EiC:h(� ��4/ vQ�� 10B LOCAT ON OWNER,�IC� �'7E�/' � Ql Ji1C / J � �D�'Q CONTRACTOR,�,L( `� Q � p � .-- .� p �7 � �' �� � � t�/)C��.._ � 3 /�i T. COS1� , � 39. � � � FEE�14' -�' 7 / _ %� # � Q FEE � COSC�- L� DATE �� 5' / VTCO M � — � - - - - FEE �'"�� �nTF �.� �/J ,��.1 L//�� �o� ����o� INSPECTION RECORD FOOTING ��ti��� FOUNDATION 'y ti` FRAMING � " 2y _ 202 RGH FRAMING INSULATION PLUMBING RGH PLUMBINC,� GAS � SPRINKLER ELECTRIC �J LOW -VOLT O� ALARM (� AS BUILT FINAL � UCTI�D�K / �=�,��G e --�•�� .� � . t. � :• ZBA OTHER --p� �y-/ �9���.� !/u�d;�� 6.[ . Pi��zi- o%�l ��MP�NM6/�� � � II,01°' S/ l�-��� 3-� C7�O��iC14��� �a.� �-a c�in� � C- 'cc. -� �� �Pa�l- ©aa-�FCQs�e/lanv �/e�--�i C. �► � /�� � , �� � �� -BUI INAL SURVEY UIRED PRIOR TO FINAL INSPECTION V f'OI � 1 FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT 1 1, �, 1 ] 1 1 1 k 1 1 .1 1]1 1 VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK NO: 25-002 Certificate of ®crupaurp This is to certify that fija hostk7eo" of, / v having duly filed an application on DeOPMJ9er 20_sg�requesting a Certificate of Occupancy for the premises known as, Rye Brook,NY, located in a ) `/5 Zoning District and shown on the most current Tax Map as Section: I3 5. 5O Block: J Lot: -a and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.c;? , issued 20 c;2.3, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: /� J Construction: , for the following purposes: w o/ i e a �* , / e n JWCA c Vl Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FINI APPROVED FOR USE AS A SEPARATE DWELLING UNIT 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 litshall be ade, hall the building be moved from one location to another until a permit to accomplish such change h \ obtai ed ordthe uild' -Wspector. Building Inspector,Village of Rye Brook: Date: JAN 0 6 2025 �yE BR L`4L�Je JJ� 19 VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914)939-0668 Christopher J.Bradbury www.cyebrookay.go TRUSTEES BUILDING & FIRE INSPECTOR Susan R.Epstein Steven E. Fews Stephanie J. Fischer David M.Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE January 6,2025 Mark Posner&Lauren Posner 32 Bonwit Road Rye Brook,New York 10573 Re: 32 Bonwit Road,Rye Brook,New York 10573 Parcel ID#: 135.50-1-84.2 This document certifies that the work done under Mechanical Permit #23-093 issued on 6/19/2023 for the installation of a new geothermal heating system has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to IM "Y G LU I. ow C VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.ryebrookny.g_ov TRUSTEES BUILDING & FIRE INSPECTOR Susan R.Epstein Steven E. Fews Stephanie J. Fischer David M.Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE January 6,2025 Mark Posner&Lauren Posner 32 Bonwit Road Rye Brook,New York 10573 Re: 32 Bonwit Road,Rye Brook,New York 10573 Parcel I D#: 135.50-1-84.2 Mechanical Permit#23-050 issued on 4/24/2023 for Fire Suppression Sprinkler System This certifies that the residential fire suppression sprinkler system,installed under the above captioned permit, has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to �yE DR L�V4 V y� VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook, N.Y. 10573 ADMINISTRATOR Jason A. Klein (914)939-0668 Christopher J.Bradbury www.ryebrooka.gov_ TRUSTEES BUILDING&FIRE INSPECTOR Susan R.Epstein Steven E. Fews Stephanie J. Fischer David M.Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE January 6,2025 Mark Posner&Lauren Posner 32 Bonwit Road Rye Brook,New York 10573 Re: 32 Bonwit Road, Rye Brook,New York 10573 Parcel ID#: 135.50-1-84.2 This document certifies that the work done under Mechanical Permit #24-013 issued on 2/9/2024 for the installation of ductwork has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to VILLAGE+ 'OF RYE BROOK WESTCHESTV'l. uNTY, NEW YORK 0 "j NO. 24-1 33 Temmpororp Certificate of Orrupau.rp This is to certify that / ' /L[ /�/L- � 7f°� s Laul ell Pas) of, `/B /✓/ having duly filed an application on AA&nJ/U r1XJ,20 �4requesting a Temporary Certificate of Occupancy for the premises known as, &�11Z)d P6l�� d , Rye Brook, NY, located in a -15 Zoning District and shown on the most current Tax Map as Section: C Block: Lot: , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. U �, issued /c:2 y 20 --'2 3, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: P �i //)konstruction: , If for the following purposes: , New ()kEll� 1c, Zi)/ 'A�lj�wd z he) / ea( 0 D C aLe" qal a Gl . .00rSubject 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 fa�c' itics shall be made, and no enlargement, whether by extending on any side orb increasin ' ht shall e a�rrfor shall the building be moved from one location to another until a permit to accom lish' u ange ha been o ta' from the Building Inspector. Building Inspector,Village of Rye Brook: Date: DEC - 6 2024 _ - LD G A NT For office use onl D BUI DE �� [ PERMIT# 3 Qq4 1 ' VIL OF R"'E OK ISSUED: DEC 19 2024 j 38 KING STRE YE BROOK, PORK 10573 DATE:j a-/5-a q 9 -06 FEE: V PAID 1t VILLAGE OF RYE BROOK ov BUILDING DEPARTMENT 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 Address: 32 eonw 1+ go . y-q r F--,vt)pk N y Occupancy/Use: P pSl(fi rU� Parcel ID #: 135. en-- I -k 4 Z Zone: -3 Owner: LC1 LV f.n Ci n o M CLr k ICU r Address: _;�Z p P.E./R.A. or Contractor. LUt�G�anCISCat'� O(Q Address: (S,0,0 S-j-, �lPS� �1QtY1SpC1 Person in responsible charge: Address: NN 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 YORK,COUNTY OF WESTCHESTER as: j U y)n Q I l Uyl a being duly sworn,deposes and says that he/she resides at nS PI l 1W b1't�R d (Print Name of Applicant) (No.and Street) in 4a= ]a , l\1� I OS;� Q in the County of W Q tig I tu!� in the State of that (City/Town/ 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 (N have been donated gratis was:$ 1 Z 39 Q 00, , for the construction or alteration of: --;Z p c-) 1U111+ KA - me u� Cl al -FQm 1 Iq b u nU uto►+h S �t•('1 ►�G�ry1 eYlt r �-1 G Ch Z- ('Qr Q CL(ClQ sL 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 .this �� I V '' Sworn to before me this kQ+h day of - I X(a v-, {7eiV--, 20 Z l day of , 20 Z�} 1 Signature' operty Owner StG�of N gnature of Applicant C��Q U� LGt u�P � S W St�hester J bYlfl �1 tvv� WINaroperty Owner Print Name of Applicant �- 41 CA' Zc),c,d"I'l, UREN WEIXELDCRFER Public NOT Y PUBLIC,STATE OF NEW YORK LAUREN WEIXELDORFER Registration No. 01 WE6433163 NOTARY PUBLIC,STATE OF NEW YORK Qualified in Westchester County 6`1 024 Commission Expires May 16th,20i Registration No.OIWE6433163 Qualified in Westchester County Commission E_xniraa MAv-oae, era EVILLAGE E BUILD TMENT For office use onl : PERMIT4 VIL OF RYE OK ISSUED:8 KING STRE YE BROOK, YORK 10573 DATE: l��OpK 4)939-0 Y FEE: � PAID P,�E;JT o ov _9 ' 19�2 • Vi 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. §250-10.A.Code of the village of Rye Brook Address: �� N yv�'� /`�.✓ Occupancy/Use: `�t���i� Parcel ID#: �r 13rj•� r/&Ck � Z67— (5y, Z Zone: Owner: Al /k &9t2�A/ _P�' JF _ Address: jZ OCA)W I 1,b grr e4�27� N, Contractor: /,y�/� N G�� G P Address: 2� ,E��/�7`7 Al �,e/spl�Ia1; Person in responsible charge: Address:Zg JCffL 1 1;OW -r—JA'i fr gXIS Reason for temporary use: 'V,' Estimated date of completion: Zip/ 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/NEW YORK, COUNTY OF WESTCHESTER as: i L ` being duly sworn,deposes and says that he/Ae resides at rent Name of Applican3) (No.and Street) in �'`���/ `� �aS"3 in the County of in the State of ,that (City illage he/sow has supervise e work performed to date at the location indicated above, for the cons ructi , alteration or repair --CT 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 2 S Sworn to before me this day M'bQr , 20a'� day of N�)� , 20 0l gnature P perry Owner re of pplican %PName of Property Owner Name of Applicant No ary Public Notar vTY1ELILLO SHARI MELILLO Notary Public,state of New York Nnl,ry Public,state of New York No.OIME6160063 Nc,-011VIE6160063 Qualified In Westchester County :';cd in Westchester County Commission Expires JL:-u• y 29,20E7 Crrra,ni-sion Expires J::tL • y 29,20 Q 6/1/2024 �yE BRC�� 1982 BUILDING DEPARTMENT Ll BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: 't PERMIT# "� 1 f r ISSUED: I SECT: C BLOCK: LOT: LOCATION: r OCCUPANCY:_ ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E 6RC�/t 1982 •'i�O �r BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street• Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : / DATE' PERMIT# ISSUED: t SECT: BLOCK: LOT: LOCATION: 1 ;'i •/ �' OCCUPANCY: ❑ Violation Noted THE WORK IS...`6 PASSED ❑ FAILED 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 -TINAL 1 ❑ OTHER _ C �E BRC�v� 1982•'��O 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.orrg - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - 01� J< ADDRESS : , \ DATE: PERMIT# 1` / ISSUED: SECT: BLOCK: LOT: LOCATION: t �-Q l' t�l`` , ` OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BkjC , O� Zm 19132 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.orr - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :— Ot_4 DATE: PERMIT# ISSUED: ,t t 1 SECT: BLOCK: LOT: LOCATION: ��ate\ OCCUPANCY: /- ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�� Zm l7 �O 1932 BUILDING DEPARTMENT BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street . Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - -- - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : �..� J� ��. 1 DATE. PERMIT# `� � ISSUED: \ [ lr -SECT'-BLOCK: LOT: r LOCATION: � �l S�zJ� OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED FAILED REINSPECTION ❑ SITE INSPECTION ��/ REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gases -D ❑ L.P. Gas FUEL TANK k Q \SUS' ' ❑ ❑ FIRE SPRINKLER �\ �\ \ fi h f� ❑ FINAL PLUMBING ❑ CROSS CONNECTIONG ❑ "FINAL C] OTHER C)o w Y� U) 61 ri '`� � ��- tt�'�r U�:��\• c� 'Z �� 5 r Gam' r UDC' ��,ei � Q ,�-2� {v a A-0j_nbit ��E aRnv� o tim BUILDING DEPARTMENT ❑ UILDINGINSPECTOR �p 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 : Z Zoti W T �oo�.•8 DATE: ./D - /7- Z 017 PERMIT# 0 SO ISSUED: -2 y-Z3SECT: BLOCK: LOT: S y•2- LOCATION: O(.j E OCCUPANCY: f ❑ 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 j ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING u ❑ CROSS CONNECTION FINAL - /9 U(,�• .� OTHER QyE BRCq, o`` tim cu � -c �o 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR B 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 :__ Z � DATE: ( ` ` ISSUED: J PERMIT# SECT: S . 50 BLOCK: LOT: Z LOCATION: V"y OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... 13 ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: .0 ROUGH PLUMBING ❑ ROUGH FRAMING µ ❑ INSULATION ❑ NATURAL GAS I��JC �O� K/A ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHER QyE BRC��, �� 2m w � 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.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : N W l DATE: �" C PERMIT# L 14 ISSUED: SECT: BLOCK: LOT: IJ LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... D ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING L6. ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS V L-� C ❑ L.P. GAS ❑ SP FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHER BR°° 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: �L/ i y:d �!T/i� ✓%� Date- Name: �y/� � Location: 10�41.;' Permit#:- 'Dy Phone: Email: Work being Inspected: Work Inspected is: ccepfed Rejected Re-Inspection Required T Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: dsss) Fail Violation Notes: Z'Ai,4: - c Diagram: / 4 Signature �yE BRC�v� cu � -c 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: PERMIT# ISSUED: SECT: 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 ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER � E BR(��• O tim 1982•'��O BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : �� 3� a w C DATE: C,s y_ PERMIT#W L 3 �C�y L/ ISSUED: Z aCT: SI' BLOCK: LOT: ,`'2 LOCATION: N Vol OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK / ❑ FIRE SPRINKLER ) I ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BRC�v�. '982• BUILDING DEPARTMENT ❑BBUILDING INSPECTOR ej 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 : 3 Z hj -DATE: 7- ZD 7 PERMIT# J1 �s 1�'7 ISSUED: 'Zy SECT: S-S_D BLOCK: LOT: LOCATION: Aqew coc FG,N, H Q u S.•Q__ OCCUPANCY: ❑ Violation Noted THE WORK IS... ET' SUED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION i 1 ❑ Natural Gas N elm CA 0 ❑ L.P. Gas ❑ FUEL TANK r ❑ FIRE SPRINKLER Yn 1���[ �/�� r(��M ��� 02, Y ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRC�k Zm BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - -- INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: r PERMIT# ` � ISSUED: SECT: BLOCK: LOT: LOCATION: `��' O` �- ` ,Vv� OCCUPANCY: 2 1 " ❑ Violation Noted THE WORK IS... ❑ PASSED FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas 1 v { 1 V JC C 20m bo ❑ L.P. Gas ` ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL U U� tt 11❑ OTHER U ow- �c QyE BRCuk, ��• �9b2 `� BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street . Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : Z k) (� t C DATE: - C)O PERMIT# f .2 l U " ISSUED:/D"/Z- 2-3 SECT:/.3b•-)7) BLOCKt/-S�/LOT: Z LOCATION: OCCUPANCY: ❑ Violation Noted THE WORK IS... L9' PASSED ❑ FAILED / REINSPECTION ❑ SITE INSPECTION ��� '�--�2 . REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: B"ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas �u S � � ����y ❑ F EL TANK ->e(f- 12 e +A i o 2 41r 7 ❑ FIRE SPRINKLER Cyn ❑ FINAL PLUMBING �y)P C h F r CA- ❑ CROSS CONNECTION i Q1� ❑ FINAL u ❑ OTHER l3 BRC�k o tim • �9a2 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 : 32 1a'D&J Lxa IC L'Xn.G% DATE: J a Z 0 L PERMIT# 2 ' ` Q (o `t ISSUED: SECT:13.510 BLOCK: i� LOT: LOCATION: V p.J OCCUPANCY: ❑ Violation Noted THE WORK IS... ®--**' PASSED ❑ FAILED / REINSPECTION ❑ SITE INSPECTION a REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION / .0`Natural Gas Sti ;Jc c ill �,q� ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER W i S ; U Q E L L r ❑ FINAL PLUMBING I n /� �/` ❑ CROSS CONNECTION t� �' P C / \ + G �/� ❑ FINAL k— I Vc, L I G. >I I 0. `' l i' C.� �•LE S (�c�2 ❑ OTHER _ l WA.j c') o cl N * v cl \ ^' * > a v* cz X :� o� * to co - c � Z M Q Q Q o (:)0.4 GO CO Q W x 0 v Cd ,? W a w d o AG cd N pa Awxv * V c a c7 0 co cn * Cl, * y V bA * y / * ti E A n v E E �yE BRC�v�• • 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 ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS _% �. ` , 'J. \ �.� DATE: -Z 5-- 2 02,y PERMIT# Q Z `� ' -ram ISSUED: 2' /' 2 y SECT: / ; BLOCK: LOT: 2— LOCATION: OCCUPANCY: ❑ Violation Noted THE WORK IS... Q'PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION r) ❑ Natural Gas r�-� ..�•+ !/U ❑ L.P. Gas 1'�6j�) L f ( �-- ❑ FUEL TANK ❑ FIRE SPRINKLER p rye u kj(' C ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL �' OTHER NVAQ_ QOjlr) QyE BRC��, O� Zm l7 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 - - - - - - - - - - - - - - - - - - - - C) �(st� 1 / ADDRESS : DATE: PERMIT# ISSUED: .SECT: BLOCK: LOT: LOCATION: `� �\L ���\ OCCUPANCY: ❑ Violation Noted THE WORK IS... P, PASSED ❑ FAILED 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 �>� e ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BRC�� Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 (914)939-0753 Fax(914)939-0242 INSPECTION REPORT Address: 'r / j Date: - i Name: v /�`'� Location: Permit#: ,K '�0 1., Phone: Email: Work being Inspected: G ��`" "f Work Inspected is: Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water -Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Vass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: Diagram: Signature o�O g Q�E BR(Z: • ,,/�' �9b2•'��O BUILDING DEPARTMENT BUILDING INSPECTOR E ❑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.or - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: C'��C- ► \i� \ DATE: PERMIT# `^ ISSUED: SECT: BLOCK: LOT: LOCATION: �'f'Zs�,. ` �. OCCUPANCY: �1 \ ❑ Violation Noted THE WORK IS.. PA SED ❑ FAILED REINSP$ETION ❑ 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 QyE BRck, 1982 BUILDING DEPARTMENT .,Q43UILDING 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 : 4�`�C/� J v C�C DATE: PERMIT# ` 3 ISSUED: ' SECT: BLOCK: LOT: LOCATION: \ OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ _.PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION `� .Qj Y d 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 QyE BRC�� l7 ��• 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 ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : ` V DATE: PERMIT# V ` ISSUED: *Z*ECT: BLOCK: LOT: LOCATION: ��^ OCCUPANCY• ❑ Violation Noted THE WORK IS... ❑ PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION �� REQUIRED Q'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 I : = m : N O CS W ' M \ � v N N N Q� E a. O r • w W N U v a _ a, o u e . \ Cq t a � B o o 75 ° O M � a O w ►+ H Fo Fri O P. Q FO � o � ° A : rT, z z W C �'' o�ri ° a O ~ w H � b o z A � � � � vv �� � o m m M ^ Ir \C FF" y p y � C N 00 1z Ln co CZ u 4- v w : (� oo �/ W z z o A O a o go 9 -9 ) cq cq 00 �..� CN PVC �a ?� aas .v ° e N W z w �' ~G Q O v U 4 oqL'j ZO W N z W OF-, Z : SOP g �:� :3 � wcrfta z o Qaa a � � zoo o o � � ? = o Q W. 3 M z w H z aLp W W L A4 c. d BUILUTNe. R 'MENT D c� VIL4�� OF RYI�` OOK93s KING, *E°RA I3It��,NY 10573 FEB - � 2023 '; II 9 ' 144', VILLAGE OF RYE BROOK WWW.rVehr0ok.6rP_ BUILDING DEPARTMENT FOR OFFICE USE ONLY- Approval ff�� \ D� y� Approval Date: ��pperet< # �� "v�� Application# Ar`vl. , 3" Approval Signature: : ARCHITECTURAL REVIEW BOARD: Disapproved: Date: 2 15 BOT Approval Date: Case# Chairman: PB Approval Date:_ Case# Secretary: ZBA Approval Date:_ Case 4- Other: — Amendment Fee: Permit Fee: APPLICATION TO AMEND APPROVED PLANS Application dated:C. �� is hereby made to the Building Inspector of the Village of Rye Brook,NY,to amend the approved plans associated with an n permit,and/or fmm an prior approvals granted the approval authority as per detailed statement described below. 1. Job AddresT-5 Existing Permit#: 2. Parcel @#: .�' -- 1�0 Zone: r'ginal Approv Date: I N 3. Proposed Amend lent(De ribe in detail): F� - Lo ` ►YV 4. Property Owner: _�t5-n Co' Address: Phone# - -Cell# 1 - c-mail�y�t�. _ Uraft_ Applicant: ( �_ Address: Phone# Cell#q ��' e-trail ti=a Architect/ GO M Address: Phone# 7& 16 Cell#q I __e-mail r 5. Occupancy;(I Tam,,2-Fam.,Comm.,etc...)Prior to construction: ( ]^After construction: 640 .wr�i 6. Will the proposed amendment require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...)Yes: No:_(if yes,you must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 7. Will the proposed amendment disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Storm water Management Control Permit as per§217 of Village Code?Yes: No: Area: 8/12/2021 1 BUILDING DEPARTMENT VILLAGE OF RYE BROOK RE )I !-t 938 KING STREET RYE BROOK,NY 105 FEB - 1 2023 (914)939-0668 CA, Ed: BUILDING DEPARTMENT RESIDENTIAL LOT AREA COVERAGE Address: 5�fi PAJ Section: (121�). �© Block: 1 Lot: PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed, /J 1. AREA OF LOT �Sq. Ft. 6 L Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) Sq. Ft. Sq. Ft. CILJ b. Area of 151 Floor Divided By Area of Lot x 100 % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tool Shed, Playhouses) Sq. Ft. Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 _ % % 4. AREA OF DECK Sq. Ft. Sq. Ft. a. ove of Deck r of Deck ivided By Area of Lot x 100 % % t o est of my knowledge and belief, the above information is correct. Archite 's Signat re (3) s/12'2021 RtE BUILDING DEPARTMENT pb\ 'VILLAGE OF RYE BROOK D i FEB — 1 2023 938 KWG STREET RYE BROOK,NY 1057 (914) 939-0668 VILLAGE OF RY BUILDING DEPARTMENT IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: J�Qfijo& kn I ction:��)1 .dock: Lot:_ `'r7(r 7.�►ne: � !I-L IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts, swimming pools, patios, sidewalks, ramps, terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT YARD (sq.ft.) For Base Lot For Lot Area (%) Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 2 000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,00 to 40,000 8,960 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 R2-F 30 *"Base Lot Area"is the minimum end of the lot size range in the"Lot Area"column <to� Area of lot: s .ft. Existing Allowed Proposed ,�C� Total impervious covers e = S .ft. S . ft. ID�® S .ft. Front impervious 4 coverage = % ' 4a % © % I att t le f knowledge and belief,the above information is correct. Architect s ignature R/12/2021 BUILDING DEPARTMENT REUI VILLAGE OF RYE BROOK PLA FEB - 1 2023 938 KING STREET RYE; BROOK,NY 10573 D i ID. (914)939-0668 VIIEtA K BUILDING DEPARTMENT BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: ?)C6ection:j12C-> . �0 Block: Lot: 4/��" MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area -21,780) x 0.11478421 ]: a. Allowed 2© Sq. Feet b. Existing = Sq. Feet c. Proposed = Sq. Feet HEIGHTISETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using the formula; Height/Setback = X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTING PROPOSED REOVIRED FRONT: FRONT: FRONT: .44 0_35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R-25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 1720 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 R-15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-15A SIDE: SIDE: SIDE: 2.40 FRONT: {` �( FRONT:Q.(fl FRONT: .69 R-12 SIDE: SIDE: Q SIDE: 1.60 FRONT: FRONT: FRONT: .80 0-10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 R-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R- DE: SIDE: SIDE: 4.00 FRO T: FRONT: FRONT: 1.20 R- SID : SIDE: SIDE: 4.00 attest to t e best of owledge and belief, the above information is correct. Architect's ignature ) 8/12/2021 BUIL MENT VIL E OF Rv OOKrREVS938 KWG RY> BR > ,NY 1OCT - 6 2022DT D: wvt[iv. o r K BUILDING DEPARTMENT FOR OFFICE USE ONLY:Approval Date: A R -Z mit# /��.3 - 044 Application# �5��� r Approval Signature: : ARCHITECTURAL REVIEW BOARD: Disapproved: Date: !0 BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Application Fee: 7S- p Permit Fees: �, Q EXTERIOR BUILDING PERMIT APPLICATION Application dated: _�Q-6 is hereby made to the Building Inspector ofthe Village of Rye Brook,NY,for the issuance of Permit for die construction of buildings,structures,additions,alterations r for a change in use,as r detailed statement described below. 1. JobAddress: CiVL- _T_ 2. Parcel ID#: 8 41 - Zone: _ .3. Proposed Improvemen (Descr'b in detail): "' d - -F U _-- 4. Property Owner: .Address: Phone# Cell#g List All Othe Properties Owned in Ry Brook: — . Com Applicant: + V1 cf- V\ V1 Address: - ► Yh J l �� Phone# Cell # .(� -mail Architect: Address: X to Sep Phone# Cell# e-mail Engineer: V tA Address: tQ � {�' - - — � Phone# _Cell# L_ t��- mail A6,H t�U N General Contractor: Address: 'O _ A2 �r • / - Phone# I SO ZI 77Cell ii — i Q too (11 S. Occupancy; (l-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: Post-construction: 6. Area of lot: Square feet: H I t2 ) �j - Acres: 7. Dimensions from proposeq building or structure to lot lines: front yard: // -�� 0_0—rear yard: . right side yard: + left side yard:_��other: 8. If building is located on a corner lot,which street does it front on: N*/A 9. Area of proposed building in square feet: Basement: Ia fl: 2nd fl: 3rd fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added: Basement: 1 F`fl: 2"d fl: 31t fl: 12. Total Square Footage of the proposed renovation to the existing structure: 13. N.Y. State Construction Classification: N.Y. State`�Jse Classification: �/ 14. Number of stories: Overall Height: (0-* 6Q ` Median Height: 15. Basement to be full,or partial: -FUfinished pr unfinished: 16. What material is the exterior fmish: H4 f..i 17. Roof style;peaked,hip, a ard,s ed,etc: Roofing material: &IAM 18. What system of heating:�`' � � 19. If private sewage disposal is n, essary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing autom tc ire suppression system?(Fire Sprinkler,ANSL System, FM-200 System,Type I Hood,etc...) Yes: No: (if yes, applicant must submit a separate Automatic Fire Suppression System Permit application&1 sets gf'detailed engineer ed plans) 21. Will the proposed project disturb 400 sq. ft.or more of land,or create 400 sq.ft.or of impervious cov ge gy,�ri g a Stormwater Management Control Permit as per§217 of Village Code? Yes:7 No: Area: �(+ 22. Will the proposed pr e t require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: (ifyes,applicant must submit a Site Plan Application, &provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: (if yes,you must submit a Site Plan Application, &provide a detailed topographical survey) 24. Is the lot located within 100 ft. of a Wetland as per§245 of Village Code? Yes: No: (if yes, the area of wetland and the wetland buffer zone must he properly depicted on the survey&site plan) 25, Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9!28/07? Yes: No: _K (ifyes, the area and elevations of the flood plane must be properly depicted an the survet•&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: (if t•e.s,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate: TIER L• TIER II: TIER ill: (il i-es, a Home Occupation Permit Application is reyuu ed) 28, List all zoning variances granted or denied for the subject property: �(o© _ ► 29. What is the total estimated cost of construction: $ l '13q � Note:The estimated cost shall include all site improvements, labor, material,sca f folding,fixed equipment,prgfessiona ng any material and labor which may he donated gratis.If the final co t exceed, t e estim ied cost, an additional fee will he requir i ��� toe gf�lut 30. Estimated date of completion: PLAN (2) DATE OCT r 6 2022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 9112.12021 BUILDING DEPARTMENT RE' VILLAGE OF RYE BROOK 938 DING STREET RYE BROOK,NY 105QT' OCT -5 2022 (914)939-0668 -- f K 'BUILDING DEPARTMENT RESIDENTIAL LOT AREA COVERAGE Address: ticclion: Block: I Lot: PERMITTED CO RAGE RATIOS IN RESIDENTIAL DISTRICT Local Law 3-88 YOUR Z E AREA IN MAIN AC ESS. DECK ZONE DIS ICT SO. FEET BLDG. LDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 1401 3.5% 4% R-20 0,000 14 0 3.5% 4% R-15 ,000 16% 3.5% 4% R-15A 15, 00 12% 3.5% 4% R-12 12,5 17% 4%° 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,00 30% 5% 3.5% R-21F 5,00 % 5% 3.5% Existing: Proposed: 1. AREA OF LOT ( ./Sq. t. I �) �Sq. Ft. 2. AREA OF ROUSE a. Coverage of Main Building (Including Attached Garage or Accessory B ding) Sq. Ft. ��Sq. Ft. b. Area of 1 s'Floor Divided By Area of L x 100 % ✓ 3. AREA OF ACCESSORY B LDING (Includes Detached Garages,To)Shed, Playhouses) Sq. Ft. Sq. Ft. a. Coverage of Accesso 'Building Area of Accessory Buildiin�ivided By Area of Lot x 100 % % i 4. AREA DE K Sq. Ft. q. Ft. a. Co rage of k Are of Deck Div ed By Area of Lot x 100 % % I s o e /Of y knowledge and belief, the above infon•nation is correct. Architec 's Signatu (3) 9,12,2021 BUILDING DEPARTMENT REVI VILLAGE OF RYE BROOK IM OCT —5 2022 938 KING STREET RYE BROOK,NY 1 (914) 939-0668 PATIO. BUILDING DEPARTMENT IMPERVIOUS COVERAGE RATIOS RESIDENTIALDISTRICTS Address: PrLectiion:013-5�;hlo/ck: Lot: Zone: "! IMPERVIOUS SURFACES (Definition): 11 buildings, as defin'he , and all areas on the ground or elevated above the ground which are comprised of mate als through which nnot readily flaw, including, but not limited to asphalt, concrete, masonry, wood, gravel a clay, and whichof elements including, but not limited to, court yards, sports courts,swimming pools,patios, 'dewalks,rampss and driveways. TOTAL MAXIMUM PE ITTE MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFA District COVERAGE IN FRONT YARD(%) (sq.ft.) For Base Lot For Lot ea Area (sq.ft.)* Over ase R-35 15 Lot Aftea(%) R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 R-l5 35 6,001 to 12,000 2,900 Z 27 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 *"Base Lot Area"is the minimurp(end of the lot site LR2-F 30 range in the "Lot Area" column Area of lot: s .ft. Existing Allowed Propose Total impervious cover ge = S .ft. 0 151 S4o %. ft. S .ft. Front impervious cove a e = • � % e % la to th best o )kn wledge and belief,the above information is correct. Architect's Si ature ' ®REVIBUILDING DEPARTMEN QCT -5 2022VILLAGE OF RYE BROO �� _ K938 KING STREET RYE BROOK, NY (914)939-0668 BUILDING DEPARTMENT BULK EGULATIONS IN RESIDENTIAL DISTRICTS Address: Section: Block: Lot: MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor e7= 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = S . F t b. Existing = Q q. Feet c. Proposed = q. Feet HEIGHT/SETBACK RATIOS FOR RESI ENTIAL DISTR TS DEFINITION: A standard designed to regulate Ne height of a building *(elation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum'permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10% of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using the formula; Height 1 Setback = X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTING PROPOSED REOU/RED FRONT: FRONT: FRONT: .44 R-35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R-25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 I7-20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 R-15 SIDE: SIDE.- SIDE: 1.60 FRONT: FRONT: FRONT: .80 17--15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R-12 SIDE: i`�•/ c• SIDE: 1. 5� SIDE: 1.60 FRONT: FRONT: FRONT: .80 0-10 SIDE.- SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 R--7 SIDE: SIDE: SIDE: 3.00 RONT: FRONT: FRONT: 1.20 R5 SIDE: SIDE: SIDE: 4.00 F NT: FRONT: r FRONT: 1.20 F TI DE: SIDE: SIDE: 4.00 I ttest he best t y knowledge and belief, the above information is correct. Archite s ignatu l�� 8/12/2021 E C� 'IE ITF, BUILDING DEPARTMENT a i VILLAGE OF RYE BROOK SEA' - l 2022 LD 938 KINC SMET RYE BROOK,NY 10573 (914)93-0668 VILLAGE OF RYE BROOK www.r1:Arg21corg 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: , residing at, J , (Print name) (11ldress wherr 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; P::�8 , Rye Brook,NY. (Jo6 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. (Sign re o operty Own r(s)) UA�� ?0s (Print Name of Property Owner(s)) Sworn to before me this - day of , 20 7i (Notary Jesus Zapata Notary pubik;,State of New York (6) No.OlZA6208380 OuaGfod in Westchester County Cornmission Expires June 29,2025 8112/2021 This form must be properly completed &notarized by the Design Professional of record and the Property Owner. Failure to provide this completed yi permit application will delay the permitting process LL=" ** ********** *** *** ** SEP - 7 2022 Notice of Utilization of Truss Type, Pre-Engineered �o(W�LAGE OF RYE BROOK UILDiNG DEPARTMENT or Timber Frame Construction. (Title 19 Part 1264& 1265 NYC To: The Building Spector of the illage of Rye Brook. From: 10 F I Subject Propeny�t -Ie SBL: -+CJ f;oonne!k?AZ Please take notice that the subject; ❑ One or Two Family; ❑ Commercial, >�Qew Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑ Truss Type Construction(TT) e-Engineered Wood Construction(PW) BUILDING MUSE BE POSTED ❑ Timber Construction(TC) [W;TTHA PERMANEW CONSTRlXWN YPE IDENTIFICATION SIGN: in the following location(s); V FR • Floor Framing,including Girders& Beams(F) Plt*R TO THE ISSUANCE OF A C/O, ❑ RocLf Framing(R) AS REQUIRED OY W STATE LAW, y. �KlZor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Sworn to b e this *wbmet is day or' ,20 Z2- ,20gna a of Pr perry Owner ig Prof sional L.VPln Print Narp Property esign Pr fess'onal Notary Public Notary Publ%HARi !Votary Public,State of New York No.mmmi6WW Jesus Zaps a Qualified In westehaster County Notts S1l�te of New York Commission Expires January 29,20� No.01 ZA62MMminty (7) Qualified in West MdOr 2025 Commission Expires This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also 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 Y COUNTY OF WESTCHESTER ) as: being duly sworn, deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this Sworn to before me this day of , 20 Z day of , 20 Signatur f Pro 0 r Signature of Applicant Print ame of Property Owner Print Name of Applicant Notary Public Notary Public Zapata Notary Pt>W,State of New York No.01ZA 20M Qualified In Westdtester County commissien Expires dune 2%2025 (g) 8/12/2021 f i N = N pC f N N W N a a W N n1 5 C x a. w f f N a a cn N rT-+ o z 00 a oLn In > [x eel Z � O Z o W Q W ": j � A { x 00 N w o f � o cg � w � GA �' x p o a00 Ln w ..� P4 C ] w co W z w a acg c c a+ _ O W � z p ci w 0 z z z w W ' _ M U M o o ' ''awc ° n z � � x aw N w V1-104 CN cn O w A _ V p w z NZ0-4 w F ] O o ` off $ a =� � .. W O N W �, w E" o °z `� x f o U ° w O a 6 � !�, N o z w A 0 � , 0 � �W1E BUILDING DEPARTMENT EC � ID VILLAGE OF RYE BROOK JAN 3 1 2024 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 FAX(914)939-5801 BUILDING DEPARTMENT WIIIVAV.ryebrouk`or ELECTRICAL PERMIT APPLICATION Westchester County MasterElectricians License Required FOR OFFICE USE ONLY BP Approval Date: FEB 0 1 24 Permit Fee: $ Approval Signature: Other: 14 CD6-0 - Disapproved: (fees are non-refundable) Application dated, t 112/2,q 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 I he detailed statement described below. The applicant &: property owner, by signing this do„unnent agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. p 1.Address: IJ W T SBL: —A50 �� �-Zone:/C—��- 2.Property Owner: V r 1M✓S 100 1 " ✓ Address: Phone#: Cell#: 91?-&.rJ' - 408o email: /Kq✓k pflShE✓ Q�IQr - Coh-► 3.Master Electrician: ✓'AN Ca S'k- ldg"o Address: C 8 Q✓Oao vtcL y� I've-0w•y• /OfLQ L: �: �sZ P gin; :`l/Y�7�-'1349 �;ll !Iy-YQO•G7gz ,..ail �'vay jci4 e aol, co.+�. V. Company Name: r' edz f 4 4110 Cloc T,4 L Address: SP 0ey iCQ "PaLy ✓v cyomlo P.Y. lorz8 4.Proposed Electrical Work/Fixture Count: - G� l✓ ;uk ok htc.' ko'-pSe . To%s 4-1 It 400,k„r Selev ce STATE OF NEWYORK, COUNTY OF WESTCHESTER ) as: )Kr411 k (foOfAt(tN 0 ,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) J state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the (fm%"e,14 -I for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorncc.c(c.) 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 regulati ns. Sworn to before me this Sworn t fore me this day of 20 day of 20 Signature of Property Owner Signature of A plicant Fr�H C'a.�/ayd Print Name of Property Owner Prin ame of Applicant Notary Public Notary P lie GREGORY K RNERA Ne4ry Public-State of New York No.CIRWMI398 QuaNfied In Westchester County Conmdsslon Expires September 26,20 3/21 i 19 STATEWIDE • Service Willi hilegrity 1:1 Main Street,Fishkill, NY 12524 1 email:office@swisny.com SWIS JOB APPLICATION 84 1 914.219.1062 1 SWISNY.corn • • Office Use Elect.Permit# Date Bldg Permit# 71 Utility ID# P � � - � �I a� py; _-7 1 q1( Final Certificate# City/Village Zip Township,, 13r o o )� County Address Cross Street Section Block Lot Owner Name/Address(if different than above) Contact Number e ❑Basement ❑1st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside i-Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps ( Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Inc! c&t Fluorescent SERVICE Amperage Voltage t P 3P #Meters #Disconnect 0 Underground New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information 1 I L i E 3 12024 I VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SMS.This application is intended to cover the above listed items to be Inspected,if at airy time of Inspection additional items have been Installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with an y other Inspection comparry.The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name Date Signature Address City/state Zip Code License# Phone# DFE C `-, rff-:, State Wide Inspection Services 1080 Main Street NOV 2 2:202:4 DJFishkill, NY 12524 845 2 Phone 914-219-119-1062 Fax STATE WIDE INSPECTION SERVICES VILLAGE OF RYE BROOK Email: officeCa swisny.com -R,!.?ILDING DEPART MENT Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: F Castellano Electric Inc Lauren & Mark Posner 58 Broadway 32 Bonwit Road Harrison, NY 10528 Rye Brook, NY 10573 Located at: 32 Bonwit Road, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 24-022 13S.S0 1 84.2 Certificate Number:2024-2808 Building Permit Number: BP23-042 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 32 Bonwit Road, Rye Brook, NY 10573 The Basement, 1 Bedroom(s), Bathroom(s), Family Room, Laundry Room, Gym, Utility room,Storage area, First Floor: 2 Bathroom(s),Closet(s), Kitchen, Livingroom, Mudroom, Office, Butler's pantry Second Floor: 3 Bedroom(s), 3 Bathroom(s), Closet(s), Entire Floor, Master Bathroom, and Exterior: Patio were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 20'day of November 2024. Name Quantity Rating Circuit Type Exterior Veranda Luminaires 08 Electric heaters 04 GFCI Receptacles 03 Switches 02 Exterior Exterior Luminaires 04 Exterior Light Fixtures 04 GFCI 02 Garage Name Quantity Rating Circuit Type Luminaires 02 GFCI 03 Switches 03 Car Chargers 02 Second floor Laundry Luminaires 02 GFCI 02 Switch 01 Gas Washer 01 Dryer 01 Master Bedroom Luminaires 08 Receptacles 09 Switches 03 Ceiling Fan 01 Smoke Detector 01 Master closets-02 Recessed lights 04 Switch 02 Outlets 02 Master Bathroom Luminaires 05 GFCI 03 Switches 05 Exhaust Fans 02 Steam unit 01 Sconces 02 Bedroom#1 center Luminaires 05 Receptacles 06 Switches 03 Ceiling fan 01 Smoke Detectors 01 Bedroom#1 center bath Lighted mirror 01 Luminaires 02 GFCI 02 Switches 02 Exhaust fan 01 Page 12 Name Quantity Rating Circuit Type Bedroom#2 right Luminaires 04 Receptacles 06 Switches 02 Ceiling fan 01 Smoke Detector 01 Bedroom#2 right bath Luminaires 04 GFCI 02 Switches 02 Exhaust fan 01 Hallway Luminaires 05 Switches 04 Receptacles 02 C/O Smoke Detector 01 Storage area Luminaires 02 Receptacle 01 First floor Mudroom Luminaires 03 Receptacles 02 Switches 03 C/O Smoke Detector 01 Office Receptacles 06 Luminaires 04 Switches 01 Smoke Detectors 01 Office Bath GFCI 01 Exhaust Fan 01 Luminaires 02 Switches 02 Powder room Luminaires 01 GFCI O1 Page 3 Name Quantity Rating Circuit Type Exhaustfan 01 Switches 02 Foyer Luminaires 04 Receptacles 02 Switches 05 C/O Smoke 01 Living Room Luminaires 08 Receptacles 08 Ceiling fan 01 Switches 04 Dining room Recessed lights 08 Receptacles 08 Switches 04 Kitchen Luminaires 10 Undercabinet tape lights 01 Pendant Fixture 01 Switches 04 GFCI 07 Dishwasher 01 Microwave 01 Ref 01 Elec cooktop 01 Electric Oven 01 Hood 01 Instahot 01 Butler pantry GFCI 02 Switches 03 Undercabinet tape lights 01 Luminaires 02 Pendant Lights 02 Basement Gym Luminaires 06 Receptacles 05 Page 14 Name Quantity Rating Circuit Type Switch 02 Smoke Detector 01 Bedroom Luminaires 06 Receptacles 05 Switches 02 Smoke Detectors 01 Playroom in middle Luminaires 12 Receptacles 08 Switch 04 GFCI 01 Refrigerator 01 Ceiling fan 01 C/O Smoke Detector 01 Laundry Luminaires 02 GFCI 02 Switch 01 Gas Washer 01 Dryer 01 Playroom in rear Luminaires 12 Receptacles 08 Switch 02 Sump Pump 01 Storage area Luminaires 04 Receptacles 02 Switch 01 Sump Pump 01 Mechanical room GFCI Receptacles 04 Luminaires 02 Switch 01 Sump Pump 01 Geothermal AC/Heat systems 01 AFCI Breakers 32 Hot Water Heater 01 Page 5 Name Quantity Rating Circuit Type Attic Geothermal AC/Heat systems 01 Luminaires 01 GFCI O1 Service 01 400AM P Meter 01 Panel 01 Sub Panels 02 Disconnects 02 Grounding and bonding of service to current codes. Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. n s 00 c N � � Lq Ln a C w � r M ►-1 M ^ a v r ON � o Q •. z -14 Z 00 x 0,0 °� q o00 z t V w � H z z O o �..� O 00 aN i' \00 1�1 wl a z cn 5 N .7 w p Lz, Q o x 4 M ° •n PLO i, ^ O o4 x V Chi� G4 w ° W Q a w U p S V O a a � x =. r 0 BUIL MENT OCTID - 5 2023 VIL EF BYE OK 938 KIN F, ,NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 'T. c org PLUMBING ?PERMIT APPLICATION / Q FOR OFFICE USE ONLY BP : _ 3'C�7 c�-- PP#: —! 0 C� 202 Approval Date: OCT � Permit Fee: $ Q /os— toob Approval Signature: Other: )C) Disapproved: (fees are non-refundable) Application dated, /O--15- 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 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. 1.Address: 3,� 600wif P-0 SBL: - 2.Proposed Work: fU 1116 0 /-eW r/Q 3.Property Owner: Address: C)Y)l t r Phone#: Cell#: email: 4.Master Plumber: —3—6 P//? /9 r"Br IQp 0 Address: e 1011,41729 S< 114r l:Son Ali Lie.#: FO S Phone#: " 1 Cell#: �S"(�v 1�- PT.rk)M yl f �i' g email: m �' TT Company Name: X-JA j°Iwm 6 m Ct Address: 6'7 1-19//,onj S r INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other" Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 4 1st Floor 2nd Floor 3 3 31d Floor 4t'Floor 5s'Floor Exterior 5.*List Other Equipment/Provide Details: (Notarized Signatures Required Neat 2 Pages) -t- 3/3rL023 STATE OF NEW YORY,COUNTY OF STER ) as: L(A'Lk✓e VA f0 S rl v�- ,being duly sworn,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 Master Plumber for the legal owner and is duly authorized to make and file this application. 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 i Sworn to before me this - day of 20 23 day of {�Cy l ,20 z� i Sign f o rty Owner Si nature of Applicant VACALVeo Pbwev- J o�I�1 17'�4':�7�V)1'4170 Print Name of Property Owner PEtut Name of Applicant LL, V�2s'tk—,L — Notary Public aco Plottel N� o NotaryPublic, State of New York Notary ub c,State of New York No.01ME6160063 Reg. No. 01 PL6446438 Qualified In Westchester County Qualified in New York County .0mmission Expires January 29,20?, Cpmmission Expires 1/23/2027 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- V 2023 BUILD - MENT ROCT oox - 5 2023 938 KING $ NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216• STORM SEWERS AND SAMTARY 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 WES STER ) as: e&:S ITV , residing at, (Print name) I (Address where yda live) being duly sworn,deposes and states that(s)he is the applicant above named, and further states that(s)he is they legal owner of the property to which this Affidavit of Compliance pertains at; -31, bflok4( '6yV1A(- ' 1v� ��� , 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. — ( "'ax� (Si r7�operty r(s)) g L lX Ut,V/ V, (Print Name of Property Owner(s)) Sworn to before me this l _ day of 7 I w _ ,20__LL Jacob M. Plottel York Notary Public, State of New N b'c g. No. 01 PL6446438 Re ( o York County C)ualified in N, pires 1/23/2027 Commission Ex -3- 8/12/2021 a rn ■ N n 4-4 �n z 'w C `L,0-4 W = N Lr) s � � s o z >. a °O z o � a Wes z Ln z;,o V w 00 W 0 H c) 1-4 u z o z oo ON Z A a3 o W x MM G1 eq co N o ti a U yw 1-4 PLO �j W F w o z N W • O 0 0 � cn U O � a w V g � a � W N z w z A o � M A o w W 1 � �I m a am w xe e t RFUAVBUIL G DE MENT I - 7 2024 VIL E OF RYE OK 938 KIN ET RYE B ,NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT or PLUMBING PERMIT APPLICATION / lJ / FOR OFFICE USE ONLY BP#: p��` O PP#: �7 ' O(Q Approval Date: `�l Permit Fee: $ Approval Signature: Disapproved: (fees are non-refundable) DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR.THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 12%OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 Application dated, �7 c� 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 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. 1.Address: � SBL: 2.Proposed Work: �!�S T� Q �P i ,C�iF')4-�e (.t/;Q r ge rq 7T 3.Property Owner: G 4 V l e c7S E Address: (00 � '&t5+'1 W� fL Phone#: Cell#: email: 4.Master Plumber: �'► a Jt ,4— Address: 7 ��O/�gr�✓J Lic.#:Phone#: y(:)j- Jr Cell#: email: 101u l bi-el f Company Name: Address: INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 st Floor 2nd Floor 31 Floor 41 Floor 51 Floor Exterior / 5.*List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) -I- 3/3/2023 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Sc)N 1 lQ rA r L ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individu'al signing as the applicant) and further states that(s)he is the Master Plumber for the legal owner and is duly authorized to make and file this application. 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 I Sworn to before me this day of 20 Zl day of ,20 Z Sig tur fPropet Owner Signature of Applicant ice,vP vi Pus v �o Nr' 11*r w o Print Name of Property Owner Print Name of Applicant II°State of New York NotaLILLO Notary Public,State of New York NgF�� No.01ME6160063 No.01ME6160063 Qualified In Westchester County Qualified in Westchester Count Commission Expires January 29,202I Commission Expires January 29,20n 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- 10/30/2023 BUILD MENT VIL E OF RY OOK R MAY - 1 2024 938 KING ET RYE BR ,NY 10573 4 -0 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: 31, LAA'y POW e V , residing at, ; (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; Z� MIN fi kQ-- , 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. (Signat e � rop y Owner(s)) 1 .�VP�VP w (Print Name of Property Owner(s)) Sworn to before me this day of N*f\ oc , 20 � Alzt'�_. v\, LL (Notary ub ic) SHARI MELILLO Notary Public,State of New York No.01M E6160063 Qualified In Westchester County _3_ Commission Expires January 29,20Z-1 8/12/2021 _ rl N N 0� 1 \ \ W • CV rr� s v N W r Q "T W s LO a P. r5 = z o = O w Po 8 � can W _ MM 'J4 o � ti z �-1 o c!� w ~ w w wo � V = O N (n W O cn pp Cn � z z o o a z O z U z w z OC) z W z04 � O � H eq � Wo Q a o zz oZi ^^W.' w CA w O Z z 0 �1 z o U a a ;z- WI x N 0. z w Z A 0 � M q a z q oA �I o v '� w a a w 0 � RIJUL ECENE BUIL E MENT 2 3 2024 DD VIL E OF RYE OK VILLAGE OF RYE BROOK 938 KIN ET RYE B ,NY 10573 BUILDING DEPARTMENT akdo oV PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: 3 —0 21 c}--- PP#: - \-2 1 Approval Date: Permit Fee: $ Approval Signature: Disapproved: (fees are non-refundahie) ************************************************************************************************** DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR.THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 12%OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 Application dated, — 3 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/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. 1.Address: �Z Z v W17 SBL: 4- Zone: le-1 - 2.Proposed Work: C..(JA- r r YI?��✓' �D/1?G�'fi�� �c'y y1�Y! ✓r �,� �a*13 r 3.Property Owner: R� Poe �� Address:??— RoN w a Phone#: i 6� Cell �17 (�S��yQ� email: J�rod, `jt-7V &a1A/4t6/!'I 4.Master Plumber: v Q 1-4 Address: Lic.#:�Phone#: �' 2 Cell#: (� email: s�/�(?Ir Company Name: /�,� �'/✓r�.j,✓�1 ,/ f�/�r/,�T Address: 1�/ 161-1 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 I st Floor 2nd Floor 3`d Floor 41 Floor 5's Floor Exterior / 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) -1- 6/1/2024 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: �)N yl MIAI k ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the a� pplicant) and further states that(s)he is the Master Plumber for the legal owner and is duly authorized to make and file this application. 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 e this 23 Sworn to before me this \ day of ,20. day of ,V"�� ,20 9L�k k-- /ig—nature --% Signa rope Owner of Applicant tx(N av�w Z) Print Name of Property Owner Print Name of Applicant 6 AL4-01,111 V-\,Q—LL AU Lary Public Not'IXRt"MELILL0 UREN WEIXELDORFER Notary Public,State of New York NOTARY PUBLIC,STATE OF NEW YORK No.01ME6160063 Registration No.01WE6433163 Qualified in Westchester Coun Quallfied in ftstchester County Commission Expires January 29,2�� This applicationaRgt�,ipa ntirety 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- 6/l/2024 p EC� EME BUILD.JNG DEP MENT VIL E OF RY OOK JUL 2 3 2024 938 KING ET RYE BR ,NY 10573 VILLAGE OF RYE BROOK 9-0668 BUILDING DEPARTMENT w finkriv anv 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 IOF NEW YORK(,�COUNTY OF WESTCHESTER ) as: residing at, oGl'"Vl"Jad 6 (( Li VV1."bVk (Print name) (Address whet 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; d� tk�lk V,I , Rye Brook,NY. (.lob Addre�s) 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. -rc_ � (Sign eof operty O s) n R o (Print Name of Property Oxvner(s)) Sworn to before me this Z day of ,20 LKUREN WE iXELDORFER NOTARY PUBLIC.SMATE OF NEW YORK Registration Nk. ► 1 Y fE6433163 (N to Public) Qualified In Was;3lhester County Commisslon F p;-; : ; 16th,2 -3- 6/1/2024 ■ s l p O OC s Ln tn cc 0-4 a z w u C/) cvCA a ` a cn CA � J Sri In CR 00 Ln 00 00 W Z O o z Uz c!) V 1-4z � �) � LYE a � �„ �,� .� a V a � � � z a � � W = Q� z _ o ;;; w z w w ac U . W . o (:F 6-f fr+il W � A v Q CIA � w � z Q oa z A WE BUILDING —P' M V A I 8RENT�T DECE - 54 ILL GE OF RYE OK 938 KfNa, ET RYE B NY 10573 VILLAGE OF RYLE ;BROOK BUILDING DEPARTMENT nEdAny.gov PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP PP#: �'" / 9 Approval Date: DEC 0 5 2024 K71�>� Permit Fee: $ QM Approval Signature: Disapproved: (fees are non-refundable) DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR.THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 12%OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 Application dated, /0)-1: 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 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. 1.Address: y') &?r'L-') SBL: f a,Zone:'C- 2.Proposed Work: !2- A -.1 e- 0-/-71D r Qe 1-7-e r 1 3.Property Owner: M c-yk P, Address: 2.2 e�o j 1 w -727 Phone#: Cell#: email: VV\1205vie_r -6)Lj oeo_ 4.Master Plumber: 7MO f-1 p Address: 6 -7 /-i" 0 7 IA$7,0 s-r �Ll,,qrrLso.-. Lic.#:070A Phone#: Cell#: email:C1 1::� 41 114o In 14L�4 &,r: _ 0 , Company Name: Address: 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 1st Floor 2nd Floor 3,d Floor 4'Floor 5th Floor Exterior L 5.*List Other Equipment/Provide Details: Oa_cv-e� b\- \ (\ (-�---s o (Notarized Signatures Required Next 2 Pages) -1- 6/l/2024 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ,being duly sworn,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 Master Plumber for the legal owner and is duly authorized to make and file this application. 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. J h Sworn to before me this `� Sworn to before me this S day oej ;:: ,20 � day of e -vr,20� Signa t re operty Owner Srignature of Applicant MA r Pq srl L Print Name of Property Owner SHARI ME %tName of Applicant l _ Notary Public,Statee of of New York No.01ME6160063 Notary blic Qualified in Westchester County Notary Public Commission Expires Jsn I y 29,20 2,1 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- 6/1/2024 BUILD NG DEP MENT Q v v [ E, DDD, VIL �1G E OF RY OOK 938 KING STREET RYE BROOi ,NY 10573 DEC - 5 2024 o VILLAGE OF RYtz BROOK oN .,._.,- -.� .-rJT AFFIDAVIT OF COMPLIANCE VILLAGE CODE 4216 - 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: Aare Fochy- 2 onwl-{' (ZoQdQ 2 c- �t�ol< , residing at, 3 (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; 3Z �or► (� �� I2vao� , 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. - I/V ) �L (Signat re of Pr e y Owner(s)) (Print Name of Property O"ner(s)) Sworn to before me this J da c-e`� , 20� (Notary Public) SHARI MELILLO Notary Public,State of New York No.01ME6160063 Qualified in Westchester County e3� Commission Expires Jc.-tt• y 29,2p(L/ 6/1/2024 _ "I MM�( W 0 CC CV p G t4 eq w c d 0 Cv N 'U _ J (W� \ \ +qT z a °' J Mo cd y / W a O .M-i w Z W -W CD -am ~� W O y C y ee Vl rT ^ v . w � vON4a 0. E F+� GN M v '%waitr z cn 00 Op u a Q ZO MEN ►-� 0 V z n C O. v tc z z v den , o � � z CA p y -4 4 ;, oA� go � =gib e BUILD MENT FL p C 0 - VIL OF Ryi OOK APR 11 2023 938 KING ET RYE BR ,NY 10573 a 4 -0 VILLAGE OF R1'E BROOK BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: Aq3 __ Approval Date: 1 ?: MP#: OApplication Fee:$ 5 Approval Signature: Permit Fees:$ 'zDaS— PZ� Disapproved: Other: *x***x*******xx�x,��xxxrxxxx,�:�x�xxx*xx*x*xxxxxxxxx*x,�x�*,�zF*xr*xxx*xxxx*x**�xxx,��x*x,��*xx�r�xxxxx**xx*x�x*,�x Application dated: 03-27-2023 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. I. lob Address: 32 Bonwit Road, Rye Brook, NY 10573 2. Parcell.D.: 135.50-1-84.2 Zone: 3. Proposed Work(Describe system in detail including suppression agent): Install 2016 NFPA 13D Residentail Fire Sprinkler system in basement, 1st and 2nd floors of a new single family residence 4. Number&Types of Fire Sprinkler Heads: Qty 49, Type RASCO RFC49 & RASCO F1 RES49 5. N.Y State Construction Classification: N.Y.State Use Classification: 6. Estimated Value of Job:$ 15,000.00 (Value shall include all labor,materials,fixed equipment.professional fees,and materials and labor which may be donated gratis.) 7. Property Owner: Lauren Posner Address: Phone# Cell#917-658-4080 email: isaacslauren@gmail.eom 8. Architect/Engineer: NLG Engineering PC Address: 5062 Route 9W. New Windsor, NY 12533 Phone#845-562-7005 Cell# email: nick@nlgeng.eom 9. Sprinkler Contractor: Maasai Contracting LLC Address: 33 Mountain Brook Drive,Cold Spring, NY 10516 Phone# Cell#914-403-4267 email: maasaicontractingl@gmail.com 3/3/2023 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 YORK,COUNTY OF WESTCHESTER ) as: Kevin Rowe,President,Maasai Contracting LLC , being duly sworn,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 Sprinkler Contractor for the legal owner and is duly authorized to make and file this application. 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 regul(atii ns. Sw 3 5� t \ orn to before me this � Sworn to before me this day of 'V , 2023 day of 0 23 Signature Pro rty010'_, jSignat �t ,� V V V Print Nam f Property Owner Print Name o pplicant otary Public Notary Public ROBERT ANTENUCCI Franccs Sena NOTARY PUBLIC STATE OF NEW YORK NOTARY PLBLIC.STATE OF NEWYORK DUTCHESS COUNTY Registration\o.02SE6313883 LIC.#01 AN6355365 Qualified in Westchester County COMM. EXP. 03/06/ZdL-7 Commission Expires 10/27/20 2 3/3/2023 NN-restchesterD APR 12 2024 DD County VILLAGE OF RYE BROOK BUILDING DEPARTMENT George Latimer County Executive Sherlita Amler,M.D.,M.S. Commissioner of Health April 9, 2024 Roman Professional Engineering, PLLC 61 Mott Farm Road Tomkins Cove, NY 10986 Attn: Douglas Schmidt, PE RE: Log #: 14334-24-DCDA Application for Backflow Prevention Device 32 Bonwit Road Rye Brook (V) Dear Mr. Schmidt: The plans and specifications for the above project have been reviewed and approved by this office pursuant to the provisions of Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: https://health.westchestergov.com/images/stories/pdfs/crossconnection doh1013.pdf . NYSDOH- 1013 consists of two parts: (A)the initial test of the device(s) by a certified backflow prevention device tester, and (B) a certification by a Professional Engineer or Registered Architect, licensed and registered in the State of New York that installation is in accordance with the approved plans. The completed NYSDOH-1013 must be sent to our Department within 45 days of installation of the device(s). This form can be emailed to DOH- BFlow(a-Dwestchestergov.com . Res tfull , Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT:AS:md cc: Lauren and Mark Posner, owner Frank McGlynn, Manager, Veolia Water New York, Inc. Steven Fews, Building Inspector, Rye Brook (V) File 00 RECYCLE Department of Health 25 Moore Avenue Mount Kisco,New York 10549 Telephone: (914)813-5000 Fax: (914)813-4691 NEW YORK STATE DEPARTMENT OF HEALTH CERTIFICATE OF APPROVAL FOR BACKFLOW PREVENTION DEVICES This approval is issued under the provisions of 10 NYCRR, Part 5, Section 5-1.31, and Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester County. Log No. 14334-24-DCDA Facility: 32 Bonwit Road City, Village, Town: County: Rye Brook Westchester Owner's Mailing Address: Lauren and Mark Posner 32 Bonwit Road Rye Brook, NY 10573 Physical Location of Backflow Prevention Device(s): Basement level mechanical room Description of Device(s): Installation of one (1) 2'/2-inch Ames Deringer 30 lead free DCDA for fire service Water Supplier: Veolia Water New York, Inc. Name Designated Representative: Frank McGlynn, manager Mailing Address: 2525 Palmer Avenue, New Rochelle, NY Zip: 10801 Conditions of Approval: A. THAT the device(s) shall be installed within 90 days, and that within 45 days of installation the attached New York State Department of Health Form DOH-1013 shall be completed and returned to the water supplier and the Westchester County Department of Health. B. THAT a certified backflow prevention device tester test the above backflow prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s)is in accordance with the approved plans, Form NYSDOH- 1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed and registered in the State of New York. F. THAT the approved device(s) shall be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: )96; DATE: April 9, 2024 Delroy Taylor, P.E. Assistant Commissioner Bulletin 006 May 2022 ® Model RFC Series Residential Sprinklers Flat Concealed Pendent cULus Listed Features • cULus Listed as Residential Sprinklers • Push-On cover plate installation • Low water flow requirements Product Description 41 1P Model RFC Series residential sprinklers are flat cover plate, Model RFC30&RFC30LL Model RFC43&RFC43LL concealed pendent sprinklers intended for installation in accordance with NFPA 13, NFPA 13R,or NFPA 13D.The sprinklers are cULus Listed as Residential Sprinklers in accordance with UL 199. In addition, Model RFCLL Series sprinklers are cULus certified for Health Effects to NSF/ANSI/ CAN 600,cULus certified less than 0.25%Lead Content to NSF/ANSI 372 Annex G,and Australian WaterMark certified. Model RFC Series sprinklers are offered with either a 165'F Model RFC49&RFC49LL Model RFC58 (74`C)or 212'F(100'C)temperature rated fusible-link operating element.Sprinklers with a 165'F(74'C)temperature rating are ordinary temperature classification and are listed for use with a 135'F(57'C)temperature rated cover plate. Sprinklers with a 212'F(100'C)temperature rating are intermediate temperature classification and are listed for use with a 165'F(74'C)temperature rated cover plate. Model RFC Series sprinklers are installed with a Model G5 cover plate. Model G5 cover plates are installed by pushing the ^� cover plate into the cup and turning in the clockwise direction until it is tight against the ceiling. Model RFC30, RFC30LL, RFC43, RFC43LL. RFC49 and RFC49LL sprinklers allow 112" Model RFC76 Model G5 Cover Plate (13 mm)of cover plate adjustment. Model RFC58 and RFC76 sprinklers allow 3/4"(19 mm)of cover plate adjustment. Model G5 cover plates are available in a variety of finishes as listed in Table H. Sprinkler Model Nominal K-Factor Max.Coverage Area Listings& Sprinkler Identification gpm/psi s(1/min/bar ) ft x ft(m x m) Approvals Number(SIN) RFC30 3.0(43) 14 x 14(4.3 x 4.3) cULus RA0611 RFC30LL 3.0(43) 14 x 14(4.3 x 4.3) cULus, LL.WMCS RA3211 RFC43 4.3(62) 20 x 20(6.1 x 6.1) cULus RA0612 RFC43LL 4.3(62) 20 x 20(6.1 x 6.1) cULus. LL,WMCS RA3212 RFC49 4.9(71) 20 x 20(6.1 x 6.1) cULus RA0616 RFC49LL 4.9(71) 20 x 20(6.1 x 6.1) cULus, LL.WMCS RA3216 RFC58 5.8(84) 20 x 20(6.1 x 6.1) cULus RA0613 RFC76 7.6(109) 20 x 20(6.1 x 6.1) cULus RA0618 cULus: cULus listed for Safety to ANSI/UL199 LL: cULus certified for Health Effects to NSF/ANSI/CAN 600 cULus certified less than 0.25%Lead Content to NSF/ANSI 372 Annex G. WMCS:Australian WaterMark certified,certificate number 23347. www.reliablesprinkler.com ModelRFC3 1 & RFC30LL • • 1 1. 11 Technical Specifications Sensitivity Style:Flat Concealed Pendent Fast-response Threads: 1/2"NPT or ISO 7-1 RI/2 Nominal K-Factor:3.0(43 metric) Temperature Rating Max.Working Pressure:175 psi(12 bar) Ordinary: Min.Spacing:8 ft.(2.4 m) 165°F(74°C)sprinkler 135°F(57°C)cover plate Material Specifications Intermediate: Thermal Sensor:Nickel Alloy Solder Link 212'F(100°C)sprinkler Sprinkler Body:Brass Alloy 165°F(74*C)cover plate Levers:Bronze Alloy Yoke:Brass Alloy Cover Plate Sealing Assembly:Nickel Alloy with PTFE Model G5 Cover Plate Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC(without wrench-able cap) Deflector:Bronze Alloy Model W3(with wrench-able cap) Cup:Steel Listings and Approvals* Bottom View Cover Plate Finishes cULus Listed to UL 199 (See Table H) *Note:RFC30LL is also cULus certified for Health Effects to NSF/ANSI/CAN 600,cULus certified less than 0.25%Lead Content to NSF/ANSI 372 Annex G, and Australian WaterMark certified(certificate number 23347). Model RFC30&RFC30LL Sprinkler Components and Dimensions 2-5/16" Threads - - (58 mm) ---y Cup Dia. Body Cup Tower—~ — 3 & 7 2-5/8'(67 mm) -r; 1-3/4"(44 mm)+/-1/4"(6 mm} ti aF ' Hole in Ceiling Fusible Link Nominal face of fitting to ceiling T� g 3/16" Deflector(retracted) (5 mm ) Pin(extended) - -- ' - 1 Deflector(extended) 3-5/16" Model G5 Cover Plate - (84 mm) - Ceiling Dia. Model RFC30 and RFC30LL Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure"t Max.Coverage Area i11 Ordinary Temperature Intermediate TemperatureM ft. x ft. Flow Pressure Flow Pressure (m x m) gpm psi gpm psi (Umin) (bar) (1/min) (bar) 12x12 9 9.0 9 9.0 (3.6 x 3.6) (34) (0.62) (34) (0.62) 14x 14 10 11.0 (4.3 x 4.3) (38) (0.76) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table B above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. 3. Intermediate temperature listing applies to SIN RA0611 only:not applicable to low-lead version. Bulletin 006 Page 2 of 8 May 2022 REM www.reliablesprinkler.com Model RFC43& RFC43LL Residential Sprinklers RFC43: SINRA0612 RFC43LL: SINRA3212 Technical Specifications Sensitivity Style:Flat Concealed Pendent Fast-response Threads: 1/2"NPT or ISO 7-1R1/2 Temperature Rating Nominal K-Factor:4.3(62 metric) Max.Working Pressure:175 psi(12 bar) Ordinary: Min.Spacing:8 ft.(2.4 m) 165°F(74°C)sprinkler 135°F(57°C)cover plate Material Specifications Intermediate: Thermal Sensor:Nickel Alloy Solder Link 212°F(100°C)sprinkler Sprinkler Body:Brass Alloy 165°F(74°C)cover plate Levers:Bronze Alloy Cover Plate Yoke:Brass Alloy Model G5 Cover Plate Sealing Assembly:Nickel Alloy with PTFE Load Screw:Bronze Alloy Sprinkler Wrench Towers:Copper Alloy Pins:Stainless Steel Model FC(without wrench-able cap) Deflector:Bronze AlloyModel W3(with wrench-able cap) Bottom View Cup:Steel Listings and Approvals' Cover Plate Finishes cULus Listed to UL 199 (See Table H) 'Note:RFC43LL is also cULus certified for Health Effects to NSF/ANSI/CAN 600,cULus certified less than 0.25%Lead Content to NSF/ANSI 372 Annex G, and Australian WaterMark certified(certificate number 23347). Model RFC43&RFC43LL Sprinkler Components and Dimensions 2-5/16" (58 mm) --� Threads Cup Dia. Body—� Cup— 1 Tower i Ly ? q —2-5/8"(67 mm) i 1-3/4"(44 mm(+/-114"(6 mm) —T Hole in Ceiling Fusible Link ��-� Nominal face of fitting to ceiling �i - 3/16" Deflector(retracted) (5 mm) Pin(extended) Deflector(extended) 3-5/16" Model G5 Cover Plate — (84 mm)----- - Ceiling Dia. Model RFC43&RFC43LL Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure(') Max.Coverage Area Ordinary Temperature Intermediate Temperature «' ft.x ft. Flow Pressure Flow Pressure (m x m) 9pm psi gpm psi (1/min) (bar) (1/min) (bar) 15 x 15 12 7.8 12 7.8 (4.6 x 4.6) (45) (0.54) (45) (0.54) 16 x 16 13 9.1 13 9.1 (4.9 x 4.9) (49) (0.63) (49) (0.63) 18 x 18 18 17.5 (5.5 x 5.5) (68) (1.21) 20 x 20 21 23.8 (6.1 x 6.1) (79) (1.64) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of(1)the flow listed in Table C above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 Page 3 of 8 May 2022 REM www.reliablesprinkler.com Model16 ' & RFC49LL • • 16 RFC49LL: SINRA3216 Technical Specifications Sensitivity Style:Flat Concealed Pendent Fast-response Threads:1/2"NPT or ISO 7-1R1/2 Nominal K-Factor:4.9(71 metric) Temperature Rating Max.Working Pressure:175 psi(12 bar) Ordinary: Min.Spacing:8 ft.(2.4 m) 165°F(74"C)sprinkler 135°F(57°C)cover plate Material Specifications Intermediate: Thermal Sensor:Nickel Alloy Solder Link 212'F(100'C)sprinkler Sprinkler Body:Brass Alloy 165°F(74°C)cover plate Levers:Bronze Alloy Yoke:Brass Alloy Cover Plate Sealing Assembly:Nickel Alloy with PTFE Model G5 Cover Plate Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC(without wrench-able cap) Deflector:Bronze Alloy Model W3(with wrench-able cap) Bottom View Cup:Steel Listings and Approvals' Cover Plate Finishes cULus Listed to UL 199 (See Table H) `Note:RFC49LL is also cULus certified for Health Effects to NSF/ANSI/CAN 600,cULus certified less than 0.25%Lead Content to NSF/ANSI 372 Annex G, and Australian WaterMark certified(certificate number 23347). Model RFC49&RFC49LL Sprinkler Components and Dimensions 2-5/16" (58 mm) Threads Cup Dia. \ I Body Cup Tower ) ; I 2-5/8"(67 mm) Hole in Ceiling T 1-3/4"(44 mm)+/-1/4"(6 mm) f /m Fusible Link Nominal face of fitting to ceiling 3/16" Deflector(retracted) - I� (5 mm) Pin(extended) D. Deflector(extended) =-= rr3 3-5/16" Model G5 Cover Plate (84 mm) -- Ceiling Dia. Model RFC49&RFC49LL Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure M Max.Coverage Area"; Ordinary Temperature Intermediate Temperature ft. x ft. Flow Pressure Flow Pressure (m x m) gpm psi gpm psi (1/min) (bar) (Ilmin) (bar) 16 x 16 13 1.0 13 7.0 (4.9 x 4.9) (49.0) (0.48) (49.0) (0.48) 18 x 18 17 12.0 17 12.0 (5.5 x 5.5) (64.3) (0.83) (64.3) (0.83) 20 x 20 20 16.7 21 18.4 (6.1 x6.1) (75.7) (1.15) (79.5) (1.27) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table D above and(2)the flow required to achieve a mini- mum design density of 0.1 gpmisq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 Re' Page 4 of 8 May 2022 � www.reliablesprinkler.com Model • - RA0613 Technical Specifications Cover Plate Finishes Style:Flat Concealed Pendent (See Table H) Threads: 112"NPT or ISO 7-1R1/2 Nominal K-Factor:5.8(84 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) Fast-response Min.Spacing:8 ft.(2.4 m) Temperature Ratings Material Specifications Ordinary: Thermal Sensor:Nickel Alloy Solder Link 165°F(74°C)sprinkler Sprinkler Body:Brass Alloy 135°F(57°C)cover plate Levers:Bronze Alloy Intermediate: Yoke:Brass Alloy 212°F(100°C)sprinkler Sealing Assembly:Nickel Alloy with PTFE 165°F(74°C)cover plate Load Screw:Bronze Alloy Towers:Copper Alloy Cover Plate Pins:Stainless Steel Model G5 Cover Plate Deflector:Chrome Plated Bronze Alloy Cup:Steel Sprinkler Wrench Bottom View Model FC(without wrench-able cap) Model W3(with wrench-able cap) Listings and Approvals cULus Listed to UL 199 Model RFC58 Sprinkler Components and Dimensions 2-5/16" Threads (58 mm) - \i Cup Dia. Body Cup - -- Tower 2-5/8"(67 mm) Fusible Link -C_ 1-7/8"(48 mm)+/-3/8"(9 mm) I f Hole in Ceiling f fitting l f i Nomnaace of to ceiling y Deflector(retracted) �, � �-, 3/16" - i i 1 - ) Pin(extended) 1...-- t (5 m m Deflector(extended) >- 3-5/16" Model G5 Cover Plate - (84 mm) `Ceiling Dia. Model RFC58 Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure(') Max.Coverage Area iz, Flow Pressure ft.x ft. gpm psi (m x m) (1/min) (bar) 16 x 16 16 7.6 (4.9 x 4.9; (60.6) (0.53) 18 x 18 18 9.6 (5.5 x 5.5) (68.1) (0.66) 20 x 20 20 11.9 (6.1 x 6.1) (75.7) (0.82) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table E above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin Reliable Page 5 of 8 May 2022 www.reliablesprinkler.com Model •ential Sprinkler SIN RA0618 Technical Specifications Cover Plate Finishes Style:Flat Concealed Pendent (See Table H) Threads:3/4"NPT or ISO 7-1R3/4 Nominal K-Factor:7.6(109 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) Fast-response Min.Spacing:8 ft.(2.4 m) Temperature Ratings Material Specifications Ordinary: Thermal Sensor:Nickel Alloy Solder Link 165°F(74°C)sprinkler Sprinkler Body:Brass Alloy 135°F(57°C)cover plate Levers:Bronze Alloy Intermediate: Yoke:Brass Alloy 212°F(100°C)sprinkler Sealing Assembly:Nickel Alloy with PTFE 165°F(74°C)cover plate Load Screw:Bronze Alloy Towers:Copper Alloy Cover Plate Pins:Stainless Steel Model G5 Cover Plate Deflector:Bronze Alloy „y Cup:Steel Sprinkler Wrench Bottom View Model FC(without wrench-able cap) Model W3(with wrench-able cap) Listings and Approvals cULus Listed to UL 199 Model RFC76 Sprinkler Components and Dimensions 2-5116" Threads (58 mm) Cup Dia. Body —� y Cup—� 1 Tower 2-5/8"(67 mm) Fusible Link — ' �' I 1-7/8"(48 mm)+/-3/8"(9 mm) Hole in Ceiling Nominal face of fitting to ceiling ! I G Deflector(retracted) - I - 3/16" Pin(extended) _1 (5 mm) Deflector(extended) -- __.'_«- 3-5/16" Model G5 Cover Plate (84 mm)-- - Ceiling Dia. Model RFC76 Flat Concealed Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure( Max.Coverage Area P; Flow Pressure ft.x ft. gpm psi (m x m) (1/min) (bar) 16 x 16 21 7.6 (4.9 x 4.9) (79.5) (0.52) 18 x 18 24 9.9 (5.5 x 5.5) (90.8) (0.68) 20 x 20 34 20 (6.1 x 6.1) (128.7) (1.4) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table E above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 Page 6 of 8 May 2022 WOMEN, www.reliablesprinkler.com Cover Plate Finishesi', , Standard Finishes Special Application Finishes White Paint Off White Paint Black Paint Raw Brass Chrome Bright Brass Finished Bronze Custom Color Painfe) Satin Chrome Stainless Steel Clad", Custom Printed Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. 2. Custom color paint is semi-gloss,unless specified otherwise. 3 Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Allow on the back side.Cover plates are not listed or approved as corrosion resistant. Installation Dimensions Recommended Min.to Min.to Max. Sprinkler Cover Cover Plate Hole Diameter Cover Plate Max.Face Dropped Deflector Cover Plate Plate Diameter Adjustment of Fitting to Distance below Temperature Model Model inch(mm) in Ceiling inch(mm) inch(mm) Ceilings" Ceiling Rating inch(mm) inch(mm) RFC30, RFC30LL, 135°F(2' RFC43, G5 3-5/16 _ 1-1/2 to 2 1/2 to 1 (57°C) RFC43LL, (84) 3/ (38 to 51) (13 to 25) or 165°F31 RFC49, (74°C) RFC49LL RFC58, G5 3-5/16 2-5/8 3/4 1-1/2 to 2-114 1/4 to 1 13or 1655FoC) RFC76 (84) (67) (19) (38 to 57) (6 to 25) (74-C)13 Notes: 1. Face of fitting to ceiling dimensions are based on a nominal thread make up.Verify dimensions based on fitting and thread sealing method prior to installation.A 1/2"x 1/2"brass nipple extension(Reliable PiN 6999991900)is available where necessary for replacement of existing sprinklers. 2. For use with 165°F(74°C)temperature rated sprinklers where the maximum ceiling temperature does not exceed 100T(38°C). 3. For use with 212T(100`C)temperature rated sprinklers where the maximum ceiling temperature does not exceed 150°F(66°C). Installation Model RFC series sprinklers are intended to be installed in Note:When used with gasketed fittings,follow fitting accordance with NFPA 13, NFPA 13R,or NFPA 13D,as well as manufacturer's installation instructions regarding tightening to the requirements of applicable authorities having jurisdiction. achieve a leak-free connection. Model RFC series sprinklers must not be installed in ceilings with positive pressure in the space above. Model RFC series Do not exceed the maximum recommended torque. Exceeding sprinklers are shipped with a wrench-able protective cap that the maximum recommended torque may cause leakage or should remain on the sprinkler until the sprinkler system is placed impairment of the sprinkler. Use care when inserting or removing in service following construction. the wrench from the sprinkler to avoid damage to the sprinkler. Model RFC series sprinklers can be installed without removing Install the cover plate by hand by pushing the cover plate into the the wrench-able protective cap using the Model W3 wrench. cup and turning the cover in the clockwise direction until it is tight Alternatively, Model RFC series sprinklers can be installed using against the ceiling. the Model FC wrench by temporarily removing the protective cap during installation of the sprinkler.The use of any other wrench to installed Model RFC series sprinklers is not permitted and may damage the sprinkler. Fully insert the Model W3 wrench over the cap until it reaches the bottom of the cup,or the Model FC wrench over the sprinkler until the wrench engages the body. Do not wrench any other part of the sprinkler/cup assembly.The Model W3 and FC wrenches are designed to be turned with a standard 112"square drive.Tighten the sprinkler into the fitting after applying a PTFE based thread sealant to the sprinkler's threads.Recommended installation torque for iron pipe fittings is 8 to 18 ft-Ibs(11 to 24 N-m)for 1/2"thread sprinklers and 14 to 20 ft-Ibs(19 to 27 N-m)for 3/4"thread sprinklers. Bulletin 006 Page r.of 8 May 2022 e a e www.reliablesprinkler.com Installation Wrenches 010 1 Model FC Model W3 For use with Model RFC Series sprinklers For use with Model RFC Series sprinklers with without wrench-able cap installed wrench-able cap installed Service/SpareListings and Approvals cULus Listed for Safety to ANSI/UL199 Model W8 Additional Listings for RFC30LL, RFC43LL,and RFC49LL: High-strength plastic wrench cULus Certified for Health Effects to NSF/ANSI/CAN for limited(emergency) 600 use with Model RFC Series cULus Certified less than 0.25%Lead Content to NSF/ sprinklers without wrench-able ANSI 372 Annex G. cap installed. Meets NFPA requirements for sprinkler Australian WaterMark Certified,certificate number wrench on premises. 23347. Patents Model RFC30, RFC30LL, RFC43, RFC43LL, RFC49, RFC49LL, RFC58,and RFC76 sprinklers are covered by U.S. Patent No. 9,248,327 and U.S. Patent No. 7,275,603. Maintenance Model RFC30, RFC30LL, RFC43 and RFC43LL sprinklers are Model RFC series sprinklers should be inspected and the additionally covered by U.S. Patent No.8,776,903. sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water,ammonia or any other cleaning fluids. Remove dust by gentle vacuuming.Replace any Ordering Information sprinkler cover plate assembly which has been painted(other Specify the following when ordering. than factory applied)or damaged in any way.A stock of spare sprinklers should be maintained to allow quick replacement of Sprinkler damaged or operated sprinklers. Prior to installation,sprinklers Model(RFC30, RFC30LL, RFC43, RFC43LL, should be maintained in the original cartons and packaging until RFC49, RFC49LL, RFC58, RFC76) used to minimize the potential for damage to sprinklers that would Temperature Rating cause improper operation or non-operation. Cover Plate • Model G5 Guarantee • Temperature Rating • Finish(See Table H) For the Reliable Automatic Sprinkler Co., Inc.guarantee,terms, Sprinkler Wrench and conditions,visit www.reliablesprinkler.com. Model FC • Model W3 • Model W8(Limited use) N O r T O 0) O Z a Bulletin 006 Page 8 of 8 May 2022 Riellabldwww.reliablesprinkler.com Bulletin 135 April 2021 ® Model F1 Res Series Glass Bulb Residential Sprinklers cULus Listed Features Important Note: Model D wrench and Model GFR2 wrench are no longer compatible with this product. Model W2(non- Available in pendent and horizontal Sidewall orientations cULus Listed Residential Sprinklers recessed)and Model W4(recessed,concealed)are required. • • Decorative finishes available, including recessed escutcheons and conical concealed cover plates Product Description '- Model F1 Res Series sprinklers are residential sprinklers with a 3 mm glass bulb operating element.A variety of K-Factors as *-- '_ well as recessed and conical concealed options are available as detailed in this Bulletin. The F1 Res Series sprinklers are specially engineered for fast thermal response to meet the requirements of UL 1626.They are intended for installation in accordance with NFPA 13. 13R,and 13D. t Application The Model F1 Res Series sprinklers cULus Listed Residential sprinklers are intended for use in accordance with NFPA 13, NFPA 13R.or NFPA 13D.The Model F1 Res residential sprinklers are cULus Listed for use in residential occupancies and residential portions of any occupancy,where permitted by the design density shall be a minimum of 0.1 gpm/sf(4.1 mm/ NFPA 13, NFPA 13R,or NFPA 13D. For NFPA 13R and NFPA min), but in no case shall the flow and pressure be less than the 13D applications,the design flow and pressure shall not be minimum flow and pressure specified in the Listed Design Criteria less than the minimum flow and pressure specified in the Listed tables in this bulletin. Model F1 Res Series sprinklers are listed for Design Criteria tables in this Bulletin. For NFPA 13 applications. use in wet systems only. Residential Sprinkler Summary Sprinkler K-Factor Sprinkler ,,, Thread Size Max.Coverage Area ft Model Identification Orientation gp NPT or ISO7-1 Installation Options x ft Number(SIN) (Ipm/bar/bar2) (m x m) F1Res30 R3511 Pendent 3.0(43) 1/2 Pendent or Recessed 16 x16(4.9 x 4.9) F1 Res49 R3516 Pendent 4.9(71) 1/2 Pendent or Recessed 20 x 20(6.1 x 6.1) F1Res58 R3513 Pendent 5.8(84) 1/2 Pendent or Recessed 20 x 20(6.1 x 6.1) F1Res76 R7618 Pendent 7.6(109) 3/4 Pendent or Recessed 20 x 20(6.1 x 6.1) F1 Res30 CCP R3511 Pendent 3.0(43) 112 Conical Concealed 14 x 14(4.3 x 4.3) F1Res49 CCP R3516 Pendent 4.9(71) 112 Conical Concealed 20 x 20(6.1 x 6.1) F1Res58 CCP R3513 Pendent 5.8(84) 1/2 Conical Concealed 20 x 20(6.1 x 6.1) F1Res76 CCP R7618 Pendent 7.6(109) 3/4 Conical Concealed 20 x 20(6.1 x 6.1) F1Res44 HSW R3531 Horizontal Sidewall 4.4(63) 112 Recessed 16 x 20(4.9 x 6.1) F1 Res44 SWC R3531 Horizontal Sidewall 4.4(63) 1/2 Conical Concealed 16 x 20(4.9 x 6.1) F1 Res58 HSW R3533 Horizontal Sidewall 5.8(84) 1/2 Recessed 16 x 20(4.9 x 6.1) F1 Res 58 HSWX RA3533 Horizontal Sidewall 5.8(84) 112 Recessed 14 x 26(4.3 x 7.9) Note:Please note SIN difference between F1 Res58 HSW(R3533)and F1 Res58 HSWX(RA3533). www.reliablesprinkler.com Model1 Residential Pendent • ••- Escutcheon Technical Specifications Finishes Style:Pendent and Recessed Pendent Table N) Threads:1/2"NPT or IS07-1R1/2 Sensitivity Nominal K-Factor.°.^�43 metric) Fast-response Max.Working Pressure:175 psi(12 bar) Temperature Ratings 155-F(68`C) Material Specifications 175-F(79 C) Thermal Sensor:3 mm glass bulb Recessed Escutcheons Sprinkler Frame:Brass Alloy F2 Recessed Button:Copper Alloy FV Recessed" Sealing Assembly:Nickel Alloy with PTFE Sprinkler Wrenches Load Screw:Bronze Alloy Model W2 Deflector:Bronze Alloy Model W4(Recessed) 'Note: Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1 Res30 Residential Pendent Sprinkler Components and Installation Dimensions 2-1/4"(57mm) V(49 Face of fitting to finished ceiling 1/2'(13mm) Threads +/-1/4'(6mm) /Wrench Flat j; Sealing Assembly 2-1/4" Glass Bulb (57mm) 41 1-3/4'(44mm) ! Load Screw 1/4'(6mm) I Deflector I 1-1/4" yI III--- (32mm) 2-7/8"(72m ni DIA. Components Dimensions F2&FV Recessed Escutcheon Installation Model F1Res30 Residential Pendent Sprinkler Hydraulic Design Criteria - Minimum Flow and Residual Pressure in Wet Pipe Systems'" Maximum Coverage Area', Flow Pressure Deflector to ft.x ft.(m x m) gpm(1/min) psi(bar) Ceiling Distance 12 x 12(3.7 x 3.7) 8(30) 7.0(0.48) 14 x 14(4.3 x 4.3) 10(38) 11.0(0.76) 1 to 4 inches 15 x 15(4.6 x 4.6) 12(45) 16.0(1.1) (25 to 100 mm) 16 x 16 (4.9 x 4.9) 13(49) 18.8(1.3) Notes: For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 135 Page 2 of 15 April 2021 www.reliablesprinkler.c.com Model F1 Res49 Residential Sprinkler Models F1,F2,&FV Escutcheons SIN R3516 Technical Specifications Finishes Style:Pendent and Recessed Pendent (See Table N) Threads:1-F for or9(71 et is Sensitivity Nominal K-Factor:4.9;71 metric) Fast-response Max.Working Pressure:175 psi(12 bar) Temperature Ratings 155°F(68°C) Material Specifications 175`F(79°C) Thermal Sensor:3 mm glass-bulb Recessed Escutcheons Sprinkler Frame:Brass Alloy F1 Recessed Button:Copper Alloy F2 Recessed Sealing Assembly:Nickel Alloy with PTFE FV Recessed` Load Screw:Bronze Alloy Sprinkler Wrenches Deflector:Bronze Alloy Model W2 Model W4(Recessed) `Note:Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1 Res49 Residential Pendent Sprinkler Components and Installation Dimensions 2-1 4"(57mm) 2-1/4'(57mm) 4(49 Face of fittingV(49 Face of fitting to finishedto finished ceilingceiling 5/8'(16mm) 1/2'(13mm) 3i8'(9mm) ='-1/4'(6mm) i 1-5/8"(41mm) 1-3/4'(44mm)3/8"(9mm1/4°(6mm) t _ � 1-1/4" (3 mm) 2-7/b,(72m1,;Dir. L2-718'(72min)DIA. Dimensions F1 Recessed Escutcheon Installation F2&FV Recessed Escutcheon Installation Model F1 Res49 Residential Pendent Sprinkler Hydraulic Design Criteria - Minimum Flow and Residual Pressure in Wet Pipe Systems''' Maximum Coverage Arew" Flow Pressure Deflector to ft.x ft.(m x m) gpm(1/min) psi(bar) Ceiling Distance 12 x 12(3.7 x 3.7) 13(49) 7.0(0.48) 14 x 14(4.3 x 4.3) 13(49) 7.0(0.48) 16 x 16(4.9 x 4.9) 13(49) 7.0(0.48) 1 to 4 inches (25 to 100 mm) 18 x 18(5.5 x 5.5) 17(64) 12.0(0.83) 20 x 20(6.1 x 6.1) 20(76) 16.7(1.15) 12 x 12(3.7 x 3.7) 15(57) 9.4(0.65) 14x 14(4.3x4.3) 16(61) 10.7(0.74) 16 x 16(4.9 x 4.9) 17 164) 12.0(0.83) 4 to 8 inches (100 to 200 mm) 18 x 18(5.5 x 5.5) 19(72) 15.0(1.03) 20 x 20(6.1 x 6.1) 22(83) 20.2(1.39) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above.use the minimum required flow for the next larger max.coverage area listed. Bulletin 135 Page 3 of 15 April 2021 www.reliablesprinkler.c.com Model F1 Res58 Residential Pendent Sprinkler&F1,F2,&FV Recessed Escutcheons SIN R3513 : Technical Specifications Finishes Style:Pendent and Recessed Pendent (See Table N) Threads:1/2"NPT or ISO7-1 R1/2 Sensitivity Nominal K-Factor:5.8(84 metric) Fast-response Max.Working Pressure:175 psi(12 bar) Temperature Ratings 155°F(68`C) Material Specifications 175°F(79°C) Thermal Sensor:3 mm glass bulb Recessed Escutcheons Sprinkler Frame:Brass Alloy F1 Recessed Button:Copper Alloy F2 Recessed Sealing Assembly:Nickel Alloy with PTFE FV Recessed' Load Screw:Bronze Alloy Sprinkler Wrenches Deflector:Bronze Alloy Model W2 Model W4(Recessed) "Note: Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1 Res58 Residential Pendent Sprinkler Components and Installation Dimensions �. t 2-1/4'(57mm) 2-1/4'(57mm) DIA. Face of fitting *9D"l e of fitting 1-15/16" to finishedfinished (49mm)DIA. ceilingceiling 5/8'(16mm) '(13mm) 3/8'(9mmf /4'(6mm) 2-1/4"(57) (44mm)1-5/8'(41mm)+/- "(6mm) 3/8"(9mm) � 1 1/4' yl I I (32mm) — L-7;8'(72mm)DIA. —2-718 (72mm)DIA.-- Dimensions F1 Recessed Escutcheon Installation F2&FV Recessed Escutcheon Installation Model F1Res58 Residential Pendent Sprinkler Hydraulic Design Criteria ONAW - 9 Minimum Flow and Residual Pressure in Wet Pipe Systems" Maximum Coverage Area" Flow Pressure Deflector to ft.x ft.(m x m) gpm(1/min) psi(bar) Ceiling Distance 16 x 16(4.9 x 4.9) 16(61) 7.6(0.52) 18 x 18(5.5 x 5.5) 19(72) 10.8(0.75) 1 to 4 inches (25 to 100 mm) 20 x 20(6.1 x 6.1) 22(83) 14.4 Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 135 Page 4 of 15 April 2021 Reliable www.reliablesprinkler.com Model F1 Res76 Residential Pendent Sprinkler&F1,F2,&FV Escutcheons SIN R7618 Technical Specifications Finishes (See Table N) Style:Pendent and Recessed Pendent Sensitivity Threads:3/4"NPT toroI R3/4 Fast-response Nominal K-Factor:7. (109 6(109 metric) Temperature Ratings Max.Working Pressure:175 psi(12 bar) mpe (68C) 175°F(79`C) Material Specifications Recessed Escutcheons Thermal Sensor:3 mm glass bulb F1 Recessed Sprinkler Frame:Brass Alloy Recessed Button:Copper Alloy FF2 Recessed` Sealing Assembly:Nickel Alloy with PTFE Sprinkler Wrenches Load Screw:Bronze Alloy Model Deflector:Bronze Alloy Model W4(Recessed) *Note: Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1 Res76 Residential Pendent Sprinkler Components and Installation Dimensions 2-1/4"(57mm) 2-V4"(57mm) DIA. Face of fitting DIA. Face of fitting 1-15/16" to finished 1-15/16" to finished (49mi i)DIA. ceiling (49mm)DIA. ceiling 5/8"(16mm) 1i2"(13mm) +/ 3/8"(9mm) +/-1;4"(6mm) 2-1/4" (57) � � 1 5 1-3/4"(44mm) /8"(41mm)-/- 1/ (6mm) 3/8"(+mm) 1-5;8" (44mm) 2-7/8"(72mm)DIA.— 2-7'8"(72mm)DIA. Dimensions F1 Recessed Escutcheon Installation F2&FV Recessed Escutcheon Installation Model F1 Res76 Residential Pendent Sprinkler Hydraulic Design Criteria . . Minimum Flow and Residual Pressure in Wet Pipe Systems(') Maximum Coverage Area') Flow Pressure Deflector to ft.x ft.(m x m) gpm(1/min) psi(bar) Ceiling Distance 18 x 18(5.5 x 5.5) 21 (80) 7.6(0.52) 1 to 4 inches 20 x 20(6.1 x 6.1) 23(87) 9.2(0.63) (25 to 100 mm) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 135 Page 5 of 15 April 2021 fliffim www.reliablesprinkler.com Model1 CCP Conical • •Pendent&Model •Escutcheon Sprinkler Technical Specifications Finishes Style:Conical Concealed Pendent and (See Table N) Recessed Pendent Sensitivity - Threads: 112"NPT or ISO7-1 R1/2 Fast-response Nominal K-Factor:3.0(43 metric) Temperature Ratings 4' Max.Working Pressure:175 psi(12 bar) 155-F(68-C) Recessed Escutcheons/Cover Plates Material Specifications CCP Conical Concealed Plate 135'F(57°C Thermal Sensor:3 mm glass bulb FP Recessed' Sprinkler Frame:Brass Alloy Sprinkler Wrenches Button:Copper Alloy Model W4 Sealing Assembly:Nickel Alloy with PTFE Load Screw:Bronze Alloy Deflector:Bronze Alloy 'Note:Model FP escutcheons and CCP cover plates are not listed for use in positively pressurized ceiling plenums. Model F1 Res30 CCP and FP Recessed Pendent Sprinkler Installation Dimensions 2-5/8"(67mm) 2-5/8"(67mm) MM DIA. 2-5/16" (59mm)DIA. Face of fitting Face of fitting to finished to finished ceiling ceiling 1-1/4"(32mm) 1-1/4"(32mm) 1/4"(6mm) r- - +/_1/4"(6mm) 15/16" � 1"(25mm) (24mm) V_ +/-1/4"(6mm) 3-3/16"(78mm)DIA. I- 3-5/16'(84mm)D IA.- CCP Recessed Escutcheon Installation FP Recessed Escutcheon Installation Model F1 Res30 CCP Pendent& FP Recessed Pendent Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems' Maximum Coverage Area" Flow Pressure Deflector to Ceiling Distance ft.x ft.(m x m) gpm(Ilmin) psi(bar) 12 x 12(3.7 x 3.7) 8(30) 7.0(0.48) 112 to I inch 4 x 14(4.3 x 4.3) 11 (38) 13.4(0.92) (13 to 25 mm) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. 3. The sprinkler must be installed into a ceiling with the listed cover plate installed. Bulletin 135 Page 6 of 15 April 2021 R www.reliablesprinkler.com Model F1 Res49 CCP Conical Concealed Pendent Technical Specifications Finishes Style:Conical Concealed Pendent and (See Table N) Recessed Pendent Sensitivity Threads:1/2"NPT or ISO7-1 R1/2 Fast-response Nominal K-Factor:4.9(71 metric) Temperature Ratings Max.Working Pressure:175 psi(12 bar) 155°F(68°C) Recessed Escutcheons/Cover Plates Material Specifications CCP Conical Concealed Plate 135'F(57'C)' Thermal Sensor:3 mm glass bulb FP Recessed' Sprinkler Frame:Brass Alloy Sprinkler Wrenches Button:Copper Alloy Model W4 t: Sealing Assembly:Nickel Alloy with PTFE Load Screw:Bronze Alloy Deflector:Bronze Alloy *Note:Model FP escutcheons and CCP cover plates are not for use in positively pressurized ceiling plenums. Model F1Res49 CCP&FP Recessed Pendent Sprinkler Installation Dimensions 2-5/8"(67mm) 2-5/8"(67mm) DIA. DIA. 2-5/16" 2-5/16" (59mm)DIA. (59mm)DIA, Face of fitting Face of fitting ' to finished to finished ceiling ceiling _ 1-1/4"(32mm) 1-1/4"(32mm) +f-1/4" lip— i ;16mm) +/-1/4"(6mm) j ' 15/16" 1"(25mm) i (24mm) +i-1,'4"(6mm) 3-3/16"(78mm)DIA. 3-5/16"(84mm)DIA. CCP Recessed Escutcheon Installation FP Recessed Escutcheon Installation Model F1 Res49 CCP Pendent and FP Recessed Pendent Hydraulic Design Criteria - Minimum Flow and Residual Pressure in Wet Pipe Systems") Maximum Coverage Area(2� Flow Pressure ft.x ft.(m x m) gpm(I/min) psi(bar) Deflector to Ceiling Distance 14 x 14(4.3 x 4.3) 13(49) 7.0(0.48) 16 x 16(4.9 x 4.9) 14(53) 8.2(0.57) 1/2 to 1 inch 18 x 18(5.5 x 5.5) 18(68) 13.5(0.93) (13 to 25 mm) 20 x 20(6.1 x 6.1) 20(76) 16.7(1.15) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max,coverage area listed. 3. The sprinkler must be installed into a ceiling with the listed cover plate installed. Bulletin 135 Page 7 of 15 April 2021 Reliable www.reliablesprinkler.com ConcealedModel FlRes58CCP Conical - Technical Specifications Finishes Style:Conical Concealed Pendent and (See Table N) Recessed Pendent Sensitivity Threads: 1?"NPT or IS07-1R1/2 Fast-respons-1 Nominal K-Factor:5.8(84 metric) Temperature Ratings -_ Max.Working Pressure:175 psi(12 bar) 155"F(68°C) Recessed Escutcheons/Cover Plates Material Specifications CCP Conical Concealed Plate 135'F(57°C)' Thermal Sensor:3 r-im glass bulb FP Recessed' Sprinkler Frame:Brass Alloy Sprinkler Wrenches Button:Copper Alloy Model W4 Sealing Assembly:Nickel Alloy with PTFE Load Screw:Bronze Alloy Deflector:Bronze Alloy 'Note: Model FP escutcheons and CCP cover plates are not for use in positively pressurized ceiling plenums. Model F1 Res58 CCP and FP Recessed Pendent Sprinkler Installation Dimensions 2-5/8"(67mm) 2-5/8'(67mm) DIA. DIA. 2-5/16' 2-5/16' (59mm)DIA. (59mm)DIA. Face of fitting Face of fitting ' to finished to finished ceiling ceiling 1-1/4"(32mm) 1-1/4"(32mm) +/-1/4"(6mm) _ +;-1/4'(6mm) 15/16" 1 (25mm) (24mm) +-1/4'(6mm) 3-3/16"(78mm)Dlr;. 3-5l16"(84mm)DIA. CCP Recessed Escutcheon Installation FP Recessed Escutcheon Installation Model F1Res58 CCP Pendent&FP Recessed Pendent Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems') Maximum Coverage Area" Flow gpm Pressure psi Deflector to Ceiling ft.x ft.(m x m) (1/min) (bar) Distance 16 x 16(4.9 x 4.9) 16(61) 7.6(0.52) 18 x 18(5.5 x 5.5) 19(72) 10.8(0.75) 112 to 1 inch (13 to 25 mm) 20 x 20(6.1 x 6.1) 22(83) 14.4(1.0) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. 3. The sprinkler must be installed into a ceiling with the listed cover plate installed. Bulletin 135 Reliable Page 8 of 15 April 2021 www.reliablesprinkler.com Model F1 Res76 CCP Conical Concealed Pendent Technical Specifications Finishes Style:Conical Concealed Pendent and (See Table N) Recessed Pendent Sensitivity Threads:3/4"NPT or ISO7-1 R3/4 Fast-response Nominal K-Factor:7.6(109 metric) Temperature Ratings Max.Working Pressure:175 psi(12 bar) 155°F(68°C) Recessed Escutcheons/Cover Plates Material Specifications p CCP Conical Concealed Plate 135°F(57°C)` Thermal Sensor:3 mm glass bulb FP Recessed` Sprinkler Frame:Brass Alloy Sprinkler Wrenches Button:Copper Alloy Model W4 Sealing Assembly:Nickel Alloy with PTFE Load Screw:Bronze Alloy Deflector:Bronze Alloy *Note:Model FP escutcheons and CCP cover plates are not for use in positively pressurized ceiling plenums. Model F1 Res76 CCP and FP Recessed Pendent Sprinkler Installation Dimensions 2-5/8"(67mm) 2-5/8"(67mm) LDIA. DIA. " 2-5/16" DIA. (59mm)DIA.Face of sitting Face of fitting to finished to finished ceiling ceiling 1-1/4"(32mm) 1-1/4"(32mm) +/-114"(6mm) _/-1/4"(6mm) 15/16" 1"(25mm) (24mm) �-/-1/4"(6mm) 3-3/18"(78mm)DIA. - 3-5/16'(84mm)DIA. CCP Recessed Escutcheon Installation FP Recessed Escutcheon Installation Model F1 Res76 CCP Pendent&FP Recessed Pendent Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe SystemsM Maximum Coverage AreaM Flow Pressure ft.x ft.(m x m) gpm(I/min) psi(bar) Deflector to Ceiling Distance 16 x 16(4.9 x 4.9) 21 (80) 7.6(0.52) 18 x 18(5.5 x 5.5) 22(83) 8.4(0.58) 12 to 1 inch (13 to 25 mm) 20 x 20(6.1 x 6.1) 25(95) 10.8(0.75) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above.use the minimum required flow for the next larger max.coverage area listed. 3. The sprinkler must be installed into a ceiling with the listed cover plate installed. Bulletin 135 Page 9 of 15 April 2021 Hallabi www.reliablesprinkler.com Horizontal Technical Specifications Finishes Style:Sidewall and Recessed Sidewall (See Table N) Threads:l/2' NPTorISO7-1R1/2 Sensitivity Nominal K-Factor:4.4(63 metric) Fast-response Max.Working Pressure:175 psi(12 bar) Temperature Ratings 155°F(68°C) Material Specifications 175°F(79-C) ' Thermal Sensor:3 mm glass bulb Recessed Escutcheons Sprinkler Frame:Brass Alloy F2 Recessed Button:Copper Alloy FV Recessed Sealing Assembly:Nickel Alloy with PTFE Sprinkler Wrenches Load Screw:Bronze Alloy Model W2 Deflector:Bronze Alloy Model W4(Recessed) Model F1 Res44 Horizontal Sidewall Sprinkler Installation Dimensions Face of fitting to finished wall 1-5/8"(41mm) 3/8°(10mm) P/ I/-1/4"(6mm) -/-1/4"(6mm) i+ 2-7/16'(62mm)- Top of Deflector Down from I Imo_ __� Ceiling to be Either 4"to 6'(57mm) (49mm) + ' ' 4 ! (100 to 150 mm)or 6"to 12' !� ) DIA. DIA. (150 to 300 mm)Based on Hydraulic Calculations (8mm)f Dimensions F2&FV Recessed Escutcheon Installation Model F1Res44 Horizontal Sidewall Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems", Maximum Coverage Area'- Flow Pressure Deflector to ft.x ft.(m x m) gpm(1/min) psi(bar) Ceiling Distance 12 x 12(3.7 x 3.7) 12(45) 7.5(0.52) 14 x 14(4.3 x 4.3) 14(53) 10.2(0.70) 15 x 15(4.6 x 4.6) 15(57) 11.6(0.80) 16 x 16(4.9 x 4.9) 16(61) 13.3(0.92) 4 to 6 inches (100 to 150 mm) 16 x 18(4.9 x 5.5) 18(68) 16.8(1.16) 16 x 20(4.9 x 6.1) 23(87) 27.4(1.89) 18 x 18(5.5 x 5.5; 19(72) 18.7(1.29) 12 x 12(3.7 x 3.7; 14(53) 10.2(0.7) 14 x 14(4.3 x 4.3) 16(61) 13.2(0.91) 15 x 15(4.6 x 4.6i 16(61) 13.2(0.91) 6to12inches 16 x 16(4.9 x 4.9) 17(64) 15.0(1.03) (150 to 300 mm) 16 x 18(4.9 x 5.5) 20(76) 20.7(1.43) 16 x 20(4.9 x 6.1) 23(87) 27.4(1.89) Notes: For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 135 Page 10 of 15 April 2021 Rule www.reliablesprinkler.com Model FlRes44 SWC Conical Concealed Horizontal Sidewall Sprinkler SIN R3531 Technical Specifications Finishes Style:Conical Concealed Sidewall (See Table N) Threads:1/2"NPT or ISO 7-1 R1/2 Sensitivity Nominal K-Factor:4.4(63 metric) Fast-response Max.Working Pressure:175 psi(12 bar) Temperature Ratings 155°F(68°C) Material Specifications 175"F(79°C)'" Thermal Sensor:3 mm glass-bulb Cover Plates SWC Sprinkler Frame:Brass Alloy SWC Conical Concealed Plate'.) Button:Copper Alloy SWC-2(Slotted)Conical Concealed Plate, Sealing Assembly:Nickel Alloy with PTFE Sprinkler Wrenches Load Screw:Bronze Alloy Model W4 Deflector:Bronze Alloy SWC-2 Note: Not for installation where the maximum ceiling temperature exceeds 100°F due to cover plate temperature rating. 1j 135°F SWC Conical Concealed Plate for 155°F(68°C)sprinklers 1135°F SWC-2(Slotted)Conical Concealed Plate for 175°F(79°C)sprinklers Model F1 Res44 SWC Conical Concealed Horizontal Sidewall Sprinkler and Installation Dimensions 1"(25mm) 1"(25mm) _� Face of fitting t to finished wall 2-7/16'(62mm) Jim li t I 1 �� -_ I' Top of Deflector Down 2-518" 2-5/16' 3 5116" 67mm from Ceiling to be Either (DIA.i(58mm DIA.t - - -- 4"to 6"(700mm to (84mm) 150mm)or 6"to 12" DIA. f I j � IIIII ih (150mto3omm)5J16• (8mm) Based on Hydraulic Calculations ~(almm)~` Dimensions SWC&SWC-2 Concealed Cover Plate Installation Model F1 Res44 SWC Conical Concealed Horizontal Sidewall Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems"' Ordinary Temperature Rating Intermediate Temperature Rating Maximum Coverage Area(') 155°F(68°C) 175°F(79°C) Deflector to Ceiling ft.x ft.(m x m) Flow Pressure Flow Pressure Distance gpm(1/min) psi(bar) gpm(1/min) psi(bar) 12 x 12(3.7 x 3.7) 13(49) 8.7(0.60) 14(53) 10.2(0.7) 14 x 14(4.3 x 4.3) 14(53) 10.2(0.7) 14(53) 10.2(0.7) 15 x 15(4.6 x 4.6) 16(61) 13.2(0.91) -- -- 4 to 6 inches 16 x 16(4.9 x 4.9) 17(64) 15.0(1.03) -- (100 to 150 mm) 16 x 18(5.5 x 5.5) 19(72) 18.7(1.31) -- -- 16x20(4.9x6.1) 23(87) 27.4(1.89) -- -- 12 x 12(3.7 x 3.7) 14(53) 10.2(0.7) -- -- 14x14(4.3x4.3) 15(57) 11.7(0.81) -- -- 15 x 15(4.6 x 4.6) 17(64) 15.0(1.03) -- __ 6 to 12 inches (150 to 300 mm) 16 x 16(4.9 x 4.9) 18(68) 16.8(1.16) -- -- 16 x 18(4.9 x 5.5) 20(76) 20.7(1.43) -- -- Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 135 Page 11 of 15 April 2021 www.reliablesprinkler.com Model • r•ntal Sidewall Sprinkler •.e -•Escutcheon Technical Specifications Finishes Style:Sidewall and Recessed Sidewall (See Table N) Threads:112"NPT or ISO7-1 R1/2 Sensitivity Nominal K-Factor:5.8(84 metric) Fast-response Max.Working Pressure:175 psi(12 bar) Temperature Ratings 155`F(68-C) Material Specifications 175°F(79-C) Thermal Sensor:3 mm glass bulb Recessed Escutcheons Sprinkler Frame:Brass Alloy F2 Recessed Button:Copper Alloy FV Recessed Sealing Assembly:Nickel Alloy with PTFE Sprinkler Wrenches Load Screw:Bronze Alloy Model W2 Deflector:Bronze Alloy Model W4(Recessed) Model F1 Res58 Residential Horizontal Sidewall Sprinkler Installation Dimensions Face of fitting to finished wall 1-5/8"(41mm) 3/8"(10mm) -/ 1/4"(6mm) +/ 114"(6mm) -2-7/16"(62mm) I 1 j f k ! Top of Deflector Down from ��fi 2-1/4" 1-15/16" Ceiling to be Either 4"to 6" (57mm) (49mm) 4y 000 to 150 mm)or 6"to 12" DI A. DI A. II I' (U� (150 to 300 mm)Based on 5/16" Hydraulic Calculations (8mm)J 4__ Dimensions F2 8r FV Recessed Escutcheon Installation Model F1 Res58 Horizontal Sidewall Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems" Maximum Coverage Area") Flow Pressure Deflector to ft.x ft.(m x m) gpm(1/min) psi(bar) Ceiling Distance 12 x 12(3.7 x 3.7) 16(61) 7.6(0.52) 14 x 14(4.3 x 4.3) 18(68) 9.7(0.66) 15 x 15(4.6 x 4.6) 19(72) 10.7(0.74) 4 to 6 inches 16 x 16(4.9 x 4.9) 21 (80) 13.2(0.91) (100 to 150 mm) 16 x 18(4.9 x 5.51 25(95) 18.6(1.28) 16 x 20(4.9 x 6.1) 29(110) 25.0(1.72) 12 x 12(3.7 x 3.7) 22(83) 14.4(1.0) 14 x 14(4.3 x 4.3) 22(83) 14.4(1.0) 15 x 15(4.6 x 4.6) 24(91) 17.1 (1.18) 6 to 12 inches (150 to 300 mm) 16 x 16(4.9 x 4.9) 26(98) 20.1 (1.39) 16 x 18(4.9 x 5.5) 31 (117) 28.6(1.97) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. 3. Please note SIN difference between F1 Res58 HSW(R3533)and F1 Res58 HSWX(RA3533). Bulletin 135 Page 12 of 15 April 2021 Reliable' www.reliablesprinkler.com Model FlRes58 HSWX Horizontal Sidewall Sprinkler&Models F2&FV Recessed Escutcheon SIN RA3533 Finishes Technical Specifications (See Table N) Style:Sidewall and Recessed Sidewall Sensitivity Threads:112"NPT or IS07-1R1/2 Fast-response Nominal K-Factor:5.8 184 metric) Temperature Ratings Max.Working Pressure:175 psi(12 bar) 155°F(68-C) 175°F(79°C) Material Specifications Recessed Escutcheons Thermal Sensor:3 mm glass bulb F2 Recessed t Sprinkler Frame:Brass Alloy FV Recessed l r Button:Copper Alloy Sprinkler Wrenches Alf Sealing Assembly:Nickel Alloy with PTFE Model W2 Load Screw:Bronze Alloy Model W4(Recessed) Deflector:Bronze Alloy Model FiRes58 HSWX Residential Horizontal Sidewall Sprinkler Installation Dimensions Face of fitting to finished wall 1-7/8"(48mm) 3/8"(10mm) +/ 1/4"(6mm) +/-1/4"(6mm) 2-7/8"(73mm) fi- ,!I Illhi r 2-1/4" 1-15/16" Top of Deflector Down From Ceiling to be Either 4"to 6" (57mm) (49mm) f - (100 to 150 mm)or 6"to 72" �'r' { DIA. DIA. T - i (150 to 300 mm)Based on Hydraulic Calculations 5/16" (8mm)J j i i Dimensions F2&FV Recessed Escutcheon Instagation Model F1 Res58 HSWX Horizontal Sidewall Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems` Maximum Coverage Area" Flow Pressure Deflector to ft.x ft.(m x m) gpm(I/min) psi(bar) Ceiling Distance 18 x 20(5.5 x 6.1) 30(114) 26.8(1.85) 20 x 20(6.1 x 6.1) 30(114) 26.8(1.85) 16 x 22(4.9 x 6.7) 33(125) 32.4(2.23) 4 to 6 inches(100 to 150 mm) 16 x 24(4.9 x 7.3) 38(144) 42.9(2.96) 14 x 26(4.3 x 7.9) 42(160) 52.4(3.63) 18 x 20(5.5 x 6.1) 35(133) 36.4(2.51) 16 x 22(4.9 x 6.7) 38(144) 42.9(2.96) 6 to 12 inches 16 x 24(4.9 x 7.3) 42(160) 52.4(3.61) (150 to 300 mm) 14 x 26(4.3 x 7.9) 46(174) 62.9(4.34) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above.use the minimum required flow for the next larger max.coverage area listed. 3. Please note SIN difference between F1Res58 HSW(R3533)and F1Res58 HSWX(RA3533). Bulletin 135 Page 13 of 15 April 2021 Reliable www.reliablesprinkler.com Finishes F1. Standard Finishes Special Application Finishes F1,F2.FV,FP ), CCP,SWC(Conical) F1,F2.FV,FW", CCP,SWC Conical Sprinkler(l) Escutcheons Cover Plates" Sprinkler�'� Escutcheons Cover Plates Bronze Brass Bright Brass Bright Brass Bright Brass Chrome Plated Chrome Plated Chrome Plated Satin Chrome Satin Chrome Satin Chrome White White White Paint Black Black Black Paint Polyester Polyester Polyester'4 Polyester Custom Color Custom Color Polyester Polyester Custom Color Paint Electroless Nickel PTFE'2) — Notes: (1)Paint or any other coating applied over the factory finish will void all approvals and warranties. (2)cULus Listed Corrosion Resistant. (3)The Model FP escutcheon assembly consists of an unfinished galvanized cup with a finished escutcheon ring. Installation Models F1 Res sprinklers are to be installed as shown in this bulletin.Model F1, F2,FV,and FP recessed escutcheons are the only recessed escutcheons to be used with Model F1 Res sprinklers. Not all F1 Res sprinklers may be used with all recessed escutcheons offered. Confirm listing of escutcheon type for use with individual sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. Model W2 For installing Model F1 Res sprinklers,use only the Model W2 sprinkler Wrench;for installing Models F1 Res Recessed Pendent, Model W4 Sidewall,Conical Concealed Pendent(CCP),and Sidewall Concealed(SWC and SWC-2)sprinklers use only the Model W4 sprinkler wrench.Use of wrenches other than those specified Model W4 Wrench Installation Example may damage these sprinklers. Installation of F1 Res sprinklers in a wall or ceiling will require a hole diameter of 2-1/4"(57 mm)for F1 or F2 recessed escutcheons;or 2-5/8"(67 mm)for FP recessed escutcheons, CCP,SWC,and SWC-2 cover plates. Install F1 Res HSW sprinklers with a ceiling to deflector distance that complies with the hydraulic design criteria tables in this bulletin.The flow arrow on deflector must point away from near wall and"Top"marking must face the ceiling. A'leak tight"sprinkler joint can be obtained with the following torque: • 1/2"NPT and ISO7-1 R1/2:8-18 ft-Ibs(11 —24 N-m) • 3/4"NPT and ISO7-1 R3/4: 14-20 ft-Ibs(19—27 N-m) Do not tighten sprinklers over maximum recommended torque. The Model W4 wrench includes two sets of jaws.One set of jaws This may cause leakage or impairment of the sprinklers. is equivalent to a Model GFR2 wrench and the other set of jaws Do not install any glass bulb sprinklers where the bulb is cracked is equivalent to a Model W 1 wrench.Use the smallest of the two or there is a loss of liquid from the bulb. sets of jaws that will fit on the sprinkler's wrench flats.The Model W4 wrench is used in conjunction with the installer's nominal 1/2" Glass bulb sprinklers have orange bulb protectors to minimize square drive ratchet and nominal 5"(125mm)long extension(not bulb damage during shipping,handling and installation.Remove provided)as shown in Figure 13. this protection at the time the sprinkler system is placed in service.Removal of the protectors before this time may leave the bulb vulnerable to damage.RASCO wrenches are designed to install sprinklers when protectors are in place.Remove protectors by undoing the clasp by hand. Do not use tools to remove the protectors. Bulletin 135 Page 14 of 15 April 2021 www.reliablesprinklercom Maintenance Ordering Information Reliable Model F1 Res Sprinklers should be inspected and the Specify the following when ordering: sprinkler system maintained in accordance with NFPA 25, 13, 13D,and 13R,as well as the requirements of any Authorities Sprinkler Having Jurisdiction. Model(See Table A) • Temperature Rating Prior to installation,sprinklers should remain in the original Threads(NPT or IS07-1) cartons and packaging until used.This will minimize the potential Finish(See Table N) for damage to sprinklers that could cause improper operation or non-operation. Escutcheon or Cover Plate • Model Do not clean sprinklers with soap and water,ammonia liquid or Finish(See Table N) any other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler. Sprinkler Wrench • Model W2(Pendent and HSW) Replace any sprinkler which has been painted(other than factory W4(Recessed and Concealed) applied). Properly installed CCP, SWC,and SWC-2 cover plates will have an air gap that is required for proper operation,do not Note: Please note SIN difference between F1 Res58 HSW seal the gap or paint the cover plates. (R3533)and F1 Res58 HSWX(RA3533). Replace any sprinkler which has been damaged,where cracks are observed in the glass bulb,or when liquid has been lost from the glass bulb. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Listings &Approvals Listed by Underwriters Laboratories Inc.and UL Certified for Canada(cULus) Guarantee For Reliable Automatic Sprinkler Company guarantee,terms,and conditions,visit www.reliablesprinkler.com. Patents For patents applicable to products contained in this technical bulletin, please visit www.r-s.co LO M N O O m O m m Z Bulletin 135 a` April 2021 B4111 Page 15 of 15 www.reliablesprinkler.com HYDRAULIC CALCULATIONS FOR ,. PROPOSED SINGLE FAMILY HOME Ga 32 BONWIT ROAD RYE BROOK, NEW YORK 10573 '' `y�;'.'' • 'f .:A DATE: December 26, 2022 p, C59:2,2 ass\rap JOB NAME: Proposed Single Family Home - -- --• LOCATION: 32 Bonwit Road - Rye Brook, New York 10573 D (�EC � � JOB NUMBER: J-1993-22 v DRAWING NUMBER: 1 OF 1 SYSTEM NUMBER: 1 OF 1 CALCULATED BY: Jamie Koutsoftas CEILING HEIGHT: 10'-0" E 1 1 2023 -SYSTEM DESIGN DATA- -1 VILLAGE OF RYE BROOK CODE: N.F.P.A. #13D REVIEW AGENCY: Local Auth riIWILDING DEPARTMENT OCCUPANCY CLASSIFICATION: Residential Hazard CONSTRUCTION TYPE: Wood Frame SYSTEM TYPE: Wet Tree DENSITY: . 05 gpm/sq. ft. AREA OF APPLICATION: Second Floor - Office/Bedrm#4 NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers (16'xl6' ) FLOW AND PRESSURE Available @ Pump Discharge: 26. 1 gpm @ 44.23 psi FLOW AND PRESSURE Required @ Pump Discharge: 26. 1 GPM @ 39.72 PSI TYPE OF SPRINKLER CALCULATED: Make: Reliable Model: RFC49 SPRINKLER ORIFICE and THREAD SIZE: Orifice: 1/2" Size: 112" Thread SPRINKLER K-FACTOR: 4 .9 Tempreture Rating: 165 Degree -WATER SUPPLY TEST INFORMATION- Source: Water Storage Tank & Booster Pump Tank Size: 300 Gallons Pump: Rated 30 GPM @ 55 PSI Elevation: l' Location: Basement Mechanical Room NOTES: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/27/2022 C:\HASS CALCS\32 BONWIT RD(SYS 1) .SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME WATER SUPPLY ANALYSIS Static: 45.00 psi Resid: 44 .00 psi Flow: 30.0 gpm 60.0 LEGEND 50.0 1 Available pressure 99.23 psi @ 26.1 gpm G 1 A 40.0 2 '� Required pressure U 2 G 39.72 psi @ 26.1 gpm E P A. Source Supply Curve R 30.0 E B. System Demand Curve S S U R 20.0 E ( B P s 10.0 i 0.0 ---—----- —----------- ---------------- -14.7 20 30 90 50 60 70 80 90 100 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/27/2022 C:\HASS CALCS\32 BONWIT RD(SYS 1) .SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 45.0 99.0 30.0 99 .2 26.1 39.7 Available pressure is 4.5 psi (10%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26. 1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) S1 33.0 K= 4.90 7.1 13.1 S2 33.0 K= 4.90 7.0 13.0 Al 33.0 - - - - 8.0 - - - A2 33.0 - - - - 14 .5 - - - A3 22.0 - - - - 22.7 - - - A9 11.0 - - - - 30. 9 - - - A5 11.0 - - - - 31. 9 - - - A6 11.0 - - - - 32.4 - - - A7 11.0 - - - - 33. 0 - - - M1 6.0 - - - - 35.7 - - - SOURCE 1.0 SOURCE 39.7 26.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 _ DATE: 12/27/2022 C:\HASS CALCS\32 BONWIT RD(SYS 1) .SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME NFPAS PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 4 . 90 13. 1 Disch 13.00 150 0.9 Al 33.0 8.0 0.0 F1.000 2E:14.0 15.70 -0.0 S1 33.0 7. 1 13.1 1.101 R: 1.7 28.70 0.031 0.9 Pipe: 2 4 . 90 13.0 Disch 6.00 150 1.0 Al 33.0 8. 0 0.0 F1.000 2E:14.0 26.00 -0.0 S2 33.0 7. 0 13.0 1.101 2T:12.0 32.00 0.031 1.0 Pipe: 3 0.0 0.0 26.00 150 6.4 A2 33.0 14. 5 26.1 F1.000 2E:14 .0 32.00 -0.0 Al 33.0 8.0 26.1 1.101 3T:18.0 58.00 0. 111 6.4 Pipe: 4 0. 0 0.0 11.00 150 8.2 A3 22.0 22.7 26.1 Al F1.000 2E:14.0 20.00 4.8 A2 33.0 14. 5 26.1 1.101 T: 6.0 31.00 0.111 3.4 Pipe: 5 0.0 0.0 11.00 150 8.2 A4 11.0 30. 9 26.1 A2 F1.000 2E:14 .0 20.00 4 .8 A3 22.0 22.7 26.1 1.101 T: 6.0 31 .00 0. 111 3.4 Pipe: 6 0.0 0.0 32.00 150 1 .0 A5 11.0 31. 9 26.1 A3 F1.500 2T:16.8 24.90 -0.0 A4 11.0 30. 9 26.1 1.598 3R: 8.1 56.90 0.018 1.0 Pipe: 7 0.0 0.0 8.00 150 0.5 A6 11.0 32.4 26.1 A4 F1.500 E: 9.0 17.40 -0.0 A5 11.0 31. 9 26.1 1. 598 T: 8.4 25.40 0.018 0.5 Pipe: 8 0.0 0.0 18.00 150 0.7 A7 11.0 33.0 26.1 A5 F1.500 2E:18.0 18.00 -0.0 A6 11.0 32.4 26.1 1.598 36.00 0.018 0.7 Pipe: 9 0.0 0.0 T: 8.4 6.00 150 2.7 M1 6.0 35.7 26.1 A6 F1.500 C:14.0 23.40 2.2 A7 11.0 33.0 26.1 1.598 G: 1.0 29.40 0.018 0.5 Pipe: 10 Source 0.0 2E2TCG 6.00 150 4 .0 SOURCE 1.0 39.7 26.1 A7 L1.250 26.00 2.2 M1 6.0 35.7 26.1 1.265 32.00 0.057 1.8 NOTES (HASS) : (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64621632 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/27/2022 C:\HASS CALCS\32 BONWIT RD(SYS 1) .SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME (2) The system has been calculated to provide an average imbalance at each node of 0.014 gpm and a maximum imbalance at any node of 0.137 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 8.8 ft/sec at pipe 5. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 99.10 psi with a flow of 28.38 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 1. 101 1.40 7 .00 6.00 1.70 1.00 8.00 0.40 1.598 2. 10 9.00 8.40 2.70 1.00 14.00 1.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.265 3.00 6.00 1.00 2.00 0.50 7.00 0.00 6.00 DI � I �MC HYDRAULIC CALCULATIONS FOR t DEC 2 9 2022 PROPOSED SINGLLE FAMILY HOME �P �j�J1LLlq� d 32 BONWIT ROAD VILLAGE OF RYE BROOK YE BROOK, NEW YORK 10573 :•. ° rG BUILDING DEPARTMENT DATE: December 26, 2022 05921'l F�OFr 'Slot JOB NAME: Proposed Single Family Home LOCATION: 32 Bonwit Road - Rye Brook, New York 10573 JOB NUMBER: J-1993-22 DRAWING NUMBER: 1 OF 1 SYSTEM NUMBER: 1 OF 1 CALCULATED BY: Jamie Koutsoftas CEILING HEIGHT: 10'-0" -SYSTEM DESIGN DATA- CODE: N.F.P.A. #13D REVIEW AGENCY: Local Authority OCCUPANCY CLASSIFICATION: Residential Hazard CONSTRUCTION TYPE: Wood Frame SYSTEM TYPE: Wet Tree DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: Second Floor - Office/Bedrm#4 NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers (16'xl6' ) FLOW AND PRESSURE Available @ Pump Discharge: 26.1 gpm @ 44.23 psi FLOW AND PRESSURE Required @ Pump Discharge: 26.1 GPM @ 39.72 PSI TYPE OF SPRINKLER CALCULATED: Make: Reliable Model: RFC49 SPRINKLER ORIFICE and THREAD SIZE: Orifice: 1/2" Size: 1/2" Thread SPRINKLER K-FACTOR: 4 . 9 Tempreture Rating: 165 Degree -WATER SUPPLY TEST INFORMATION- Source: Water Storage Tank & Booster Pump Tank Size: 300 Gallons Pump: Rated 30 GPM @ 55 PSI Elevation: 1 ' Location: Basement Mechanical Room NOTES: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/27/2022 C:\HASS CALCS\32 BONWIT RD(SYS 1) .SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME WATER SUPPLY ANALYSIS Static: 45.00 psi Resid: 44.00 psi Flow: 30.0 gpm 60.0 LEGEND 50.0 1 Available pressure 44 .23 psi @ 26.1 gpm G 1 A 90.0 2 Required pressure U 2 G 39.72 psi @ 26.1 gpm E P R 30.0 A. Source Supply Curve E B. System Demand Curve S S U R 20.0 E ( B p s 10.0 i 0.0 — --— — —------- — ---- — — --------- -14.7 20 30 40 50 60 70 80 90 100 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/27/2022 C:\HASS CALCS\32 BONWIT RD(SYS 1) .SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 45.0 44 .0 30.0 44 .2 26.1 39.7 Available pressure is 4 .5 psi (10%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) S1 33.0 K= 4 . 90 7.1 13.1 S2 33.0 K= 4 . 90 7.0 13.0 Al 33.0 - - - - 8 .0 - - - A2 33.0 - - - - 14 .5 - - - A3 22 .0 - - - - 22 .7 - - - A4 11 .0 - - - - 30. 9 - - - A5 11.0 - - - - 31. 9 - - - A6 11.0 - - - - 32.4 - - - A7 11 .0 - - - - 33.0 - - - M1 6.0 - - - - 35.7 - - - SOURCE 1 .0 SOURCE 39.7 26. 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/27/2022 C:\HASS CALCS\32 BONWIT RD(SYS 1) .SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME NFPAS PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 4 . 90 13.1 Disch 13.00 150 0.9 Al 33.0 8. 0 0.0 F1 .000 2E: 14 .0 15.70 -0.0 S1 33.0 7. 1 13.1 1 .101 R: 1 .7 28.70 0.031 0.9 Pipe: 2 4 . 90 13.0 Disch 6.00 150 1.0 Al 33.0 8 .0 0.0 F1 .000 2E:14 .0 26.00 -0.0 S2 33.0 7.0 13.0 1 . 101 2T:12.0 32.00 0.031 1.0 Pipe: 3 0.0 0.0 26.00 150 6.4 A2 33.0 14 .5 26.1 F1 .000 2E: 14 .0 32.00 -0.0 Al 33.0 8 .0 26.1 1 .101 3T:18.0 58.00 0. 111 6.4 Pipe: 4 0.0 0.0 11 .00 150 8.2 A3 22 .0 22.7 26.1 Al F1 .000 2E: 14 .0 20.00 4 .8 A2 33.0 14 .5 26.1 1 . 101 T: 6.0 31.00 0.111 3.4 Pipe: 5 0. 0 0.0 11.00 150 8.2 A4 11.0 30. 9 26.1 A2 F1 .000 2E: 14 .0 20.00 4.8 A3 22.0 22.7 26.1 1 . 101 T: 6.0 31.00 0.111 3.4 Pipe: 6 0. 0 0.0 32.00 150 1.0 A5 11.0 31 . 9 26.1 A3 F1 .500 2T:16.8 24 . 90 -0.0 A4 11 .0 30. 9 26.1 1 .598 3R: 8.1 56. 90 0.018 1.0 Pipe: 7 0.0 0.0 8.00 150 0.5 A6 11 .0 32 .4 26.1 A4 F1 .500 E: 9.0 17.40 -0.0 A5 11 .0 31 . 9 26.1 1 . 598 T: 8.4 25.40 0.018 0.5 Pipe: 8 0.0 0.0 18.00 150 0.7 A7 11 .0 33.0 26.1 A5 F1 .500 2E:18.0 18.00 -0.0 A6 11 .0 32.4 26.1 1 .598 36.00 0.018 0.7 Pipe: 9 0.0 0.0 T: 8.4 6.00 150 2.7 M1 6.0 35.7 26.1 A6 F1.500 C:14 .0 23.40 2.2 A7 11.0 33. 0 26.1 1.598 G: 1.0 29.40 0.018 0.5 Pipe: 10 Source 0.0 2E2TCG 6.00 150 4 .0 SOURCE 1 .0 39.7 26.1 A7 L1.250 26.00 2.2 M1 6.0 35.7 26.1 1 .265 32.00 0.057 1.8 NOTES (HASS) : (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64621632 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/27/2022 C:\HASS CALCS\32 BONWIT RD(SYS 1) .SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME (2) The system has been calculated to provide an average imbalance at each node of 0.014 gpm and a maximum imbalance at any node of 0.137 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 8.8 ft/sec at pipe 5. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 44 .10 psi with a flow of 28.38 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 1 .101 1.40 7 .00 6.00 1 .70 1.00 8.00 0.40 1 .598 2.10 9.00 8.40 2 .70 1.00 14 .00 1 .00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.265 3.00 6.00 1.00 2 .00 0.50 7.00 0.00 6.00 SYSTEMS ACCEPT.kNCE 13-2 73 t Contractor's Material and Test Certificate for Abovegr -- PROCEDURE U � K�Ip oZQ za Upon completion of work,inspection and tests shall be made by the contractor's representative and itnessed'by t e their authorized agent.All defects shall be corrected and system left in service before contractor's personnel fi ally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for app wn jhorities,owners,and _ contractor. It is understood the owner's representative's signature in no way prejudices any claim ag ipS aMr(gr faulty material, eerN workmanship,or failure to comply with approving authority's requirements or local ordinances. Property name Single Family Residence Date 10-17-2024 Property address 32 Bonwit Road, Rye Brook, NY 10573 Accepted by approving authorities(names) Village of Rye Brook Building Department Address 938 King Street, Rye Brook, NY 10573 Plans XJ Yes ❑No Installation conforms to accepted plans Equipment used is approved yy Yes ❑No If no,explain deviations Has person in charge of fire equipment been instructed as XYes ❑No to location of control valves and care and maintenance of this new equipment? If no,explain Instructions Have copies of the following been left on the premises? [, Yes es ❑No 1. System components instructions es ❑No 2. Care and maintenance instructions es ❑No 3. NFPA 25 ❑No Location of system Supplies buildings Year of Orifice Temperature Make Model manufacture size Quantity rating RASCO RFC49 2024 7/16 68 165 Sprinklers RASCO F1 RES44 HSW 2024 3/8 1 155 i i i - i Pipe and Type of pipe NFPA 13D Black Steel Schedule 10&Schedule 40 fittings Type of fittings NFPA_MBlack Cast Irort-and Groove Ductile Iron Maximum time to operate Alarm Alarm device through test connection valve or - flow Type Make Model Minutes Seconds indicator WFS System Sensor T-Tap0 28 Dry valve Q.O.D. Make Model Serial no. Make Model Serial no. N/A _ Time to trip Time water Alarm through test Water Air Trip point reached operated Dry pipe connectiona.b pressure pressure air pressure test outleta,b properly operating test Minutes Seconds psi psi psi Minutes Seconds Yes No Without Q.O.D. With Q.O.D. If no,explain ©2015 National Fire Protection Association NFPA 13(p.1 of 3) a Measured from time inspector's test connection is opened. b NFPA 13 only requires the 60-second limitation in specific sections. FIGURE 25.1 Contractor's Material and Test Certificate for Aboveground Piping. 2016 Edition 13-274 INSTALLATION OF SPRINKLER SYSTEMS Operation ❑Pneumatic ❑Electric ❑Hydraulics N/A Piping supervised ❑Yes ❑No Detecting media supervised ❑Yes ❑No Does valve operate from the manual trip,remote,or both control stations? ❑Yes ❑No Deluge and Is there an accessible facility in each circuit for testing? If no,explain preaction ❑Yes ❑No valves Does each circuit operate Does each circuit operate Maximum time to Make Model supervision loss alarm? valve release? operate release Yes No Yes No Minutes Seconds Pressure- Location Make and Residual pressure reducing and floor model Setting Static pressure (flowing) Flow rate valve test Inlet(psi) Outlet(psi) Inlet(psi) Outlet(psi) Flow(gpm) Backflow device Indicate means used for forward flow test of backf low device: 1"Main Drain forward flow test When means to test device was opened,was system flow demand created? U Yes ❑No ❑N/A Hydrostatic: Hydrostatic tests shall be made at not less than 200 psi It3.8 bar)for 2 hours or 50 psi(3.4 bar) above static pressure in excess of 150 psi(10.3 bar)for 2 hours. Differential dry pipe valve clappers shall be left Test open during the test to prevent damage. All aboveground piping leakage shall be stopped. description Pn mati Establish 40 psi(2.7 bar)air pressure and measure drop,which shall not exceed 11ri psi(0.1 bar) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop,which shall not exceed 11/2 psi(0.1 bar)in 24 hours. F"e rostatically tested at 120 psi(—bar)for hours If no,state reason eumatically tested ❑ Yes U No Wet System Only perates properly 0 Yes ❑No as the sprinkler contractor that additives and corrosive chemicals,sodium silicate or derivatives cate,brine,or other corrosive chemicals were not used for testing systems or stopping leaks? Yes UN. Tests Drain Reading of gauge located near water Residual pressure with valve in test I supply test connection: 100 psi(—bar) connection open wide:10—psi(—bar) Underground mains and lead-in connections to system risers flushed before connection made to sprinkler piping Verified by copy of the Contractor's Material and Test ❑Yes No Other Explain Certificate for Underground Piping. Flushed by installer of underground sprinkler piping ❑Yes W No New 1-1/2"Service If powder-driven fasteners are used in concrete, If no,explain has representative sample testing been ❑Yes No satisfactorily completed? Blank testing Number used 0 Locations gaskets Number removed Welding piping ❑Yes No If es... Do you certify as the sprinkler contractor that welding procedures used complied with ❑Yes ❑No the minimum requirements of AWS B2.1,ASME Section IX Welding and Brazing Qualifications,or other applicable qualification standard as required by the AHJ? Do you certify that all welding was performed by welders or welding operators ❑Yes ❑No Welding qualified in accordance with the minimum requirements of AWS B2.1,ASME Section IX Welding and Brazing Qualifications,or other applicable qualification standard as required by the AHJ? Do you certify that the welding was conducted in compliance with a documented ❑Yes ❑No quality control procedure to ensure that(1)all discs are retrieved;(2)that openings in piping are smooth,that slag and other welding residue are removed;(3)the internal diameters of piping are not penetrated;(4)completed welds are free from cracks, incomplete fusion,surface porosity greater than 146 in.(1.6 mm)diameter,undercut deeper than the lesser of 25%of the wall thickness or'/32 in.(0.8 mm);and(5) completed circumferential butt weld reinforcement does not exceed 3/32 in.(2.4 mm)? ©2015 National Fire Protection Association NFPA 13(p.2 of 3) FIGURE 25.1 Continued 2016 Edition SYSTEMS ACCEPTANCE 13—`_'—5 Cutouts Do you certify that you have a control feature to ensure that Yes J No (discs) all cutouts(discs)are retrieved? Hydraulic Nameplate provided If no.explain data nameplate XYes j No Sprinkler contractor removed all caps and straps? XYes J No Date left in service with all control valves open 10-17-2024 Remarks Name of sprinkler contractor Maasai Contracting LLC Tests witnessed by Signatures The property owner or their authorized agent(signed) Title Date For sprinkler contractor(signed) Title Date Kevin Rowe, President, CWBSP 10-17-2024 Additional explanations and notes Member NFPA&NFSA cc-.2015 National Fire Protection Association NFPA 13(p.3 of 3) FIGUKE 25.1 Continued 2016 Edition a s M s v. M N 0 W ~ ma y 3 M 7 E r.l � y • FI N y a ww J y NJ p O O iC N u t H Y 00 z w ,� x `n O z O \ O o o 'to V1 Ca A — w Y z} � O � �w O i., m �+ � 3 � a � • p a W L jy 00 (n + y b >+ p Mco � �i LL CC q :J jj (.� w Ooc Lnr ~ M W M D4 G�7 4 .` o a V ,� � p z Oki (� 00 � v 0-4 j 17G �2SNv. v >, W W C � 1-� o55 >; u ,4 3 o eta `� W N R7 e a V� a z \ o o :. '� vW � C wo < as as U x $ c a b .0 " U c� •O� BHB ° ;, W c o � yQ O F w V $ w � '. V V c a w > Q. N z w 0 >0 M wCAH oo�< Vs o � .. a v a a a a z � � �� � r p 1;Iltt.t>'IN(: �)F',I'AIZ'T'MF:N'T' f VILLA 54F.OF RNT 1;ROOK 9.18 xl*,(:stl uvi 141.I11466k,Nv 1o57i Ej N - 6 2023 (914)9.10.448 t x(1)114)'1i9-SRot �Ntr I rurSk.nrs; VILLAGE OF RYE BROOK BUILDING DEPARTMENT �11'1'1,1('A�'IUN 1 OIt RNI IT TO O INS I-AI,I, ANI)/OI( RF MOVE VENT11,ATION ANI)/c)It Alit CONDI I IONINC EQtjli'V1F:NT I OR 011 Il'li USI:0\1 l : PI I(%I I 1 N: ���'_/3 Approval Date: •- Permit Pcc:S Approval Signature: Other: Disapproved: (feel are ron•refundihle) ♦A•!!!A!A!A!!AlAA!!!AAlAlA!!!•lAAA A!!A!!!!#!!A!!!!*!A!lAAA!lAA/AA!!*!!!!*•A AlAAA►#*!!Af!l AAA1f•!!!A►!!f REQUIREMENTS FOR RF.LEASE OF PERMur&CF.RTIFICATF.OF COMPLIANCE: I. Properly completed&Signed Application. 2. SitclStaging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance.(village of Ric linwl,must 1k listed as ccnifn:ate holder)&Workers Compensation Insurance on a NYS Board form(Form a C 105.2 or Form a 1126.31 or NY State µ'orkcrs Compcn%ltion N ancr, 4. Payment of Fees/Unit: RESIDENTIAL=Sl00.00/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. Plumbinc/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dated '2 is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or remo%21 ofthe 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. I. Address: 32 Bonwit Rd, Rye Brook, NY 10573, USA SBL: 135.50-1-84.2 Zone: 2. Property Owner: Lauren Posner Address: 32 Bonwit Rd,Rye Brook,NY 10573,USA Phone a: +1 (646)470-2227 Cella: email: markposner@hotmail.eom 3. Contractor: Dandelion Energy Address: 333 North Bedford Rd Suite M Mt team NY 10549 Phone a: 845 649 6073 Cell a: 845 649 6073 email: idevore@dandelionenergy.com 4. Applicant: John DeVore of Dandelion Energy Address: 333 North Bedford Rd Suite 220 Mt Kisco NY 10549 Phone a: 845 649 6073 Cell a: 845 649 6073 email: idevore@dandelionenergy.com 5. Scope of Work:New Installation( )•Replacement( )•Removal( )•Other( ): Geothermal 6. List Equipment: �#Lj__�, 7. Location of Equipment: 8. Method of InstallationrRemoval(h,t all cgoirxncnt ncnkd to Nrfornt joh): I 3121119 Scanned with CamScanner STATE OF NEW YORK.CO1)NTY OI'WFS I('I II:SI ER ) ns: John Devon being duly%%%orn,deposes rind states that he/she is the applicant above named, --- -- - (lxtrit name of�ndn i�h�al a�pmnR at the smtic>tml and further states that(s)he is the Ieltal tmiicr ollhe property to which this ripplicntion pertains,or that(s)he is the Ag" _ for the legal owner and is duly nuthorimd to make and file this application. t mdw'ate erXIVNI .,art 04.OPM.ett(Wne%.tic) That all statements contained herein are bue to the hest of hivtter knowledge and belief,and that any work performed,or use conducted at the at-ve captioncti property w ill he in confirtnsmce with the details as set forth and contained in this application and in am acc(xnpaming approved plans and specifications,ns well ns in accordance with the New York State Uniform Fire Prevention& Huilding Cade,the 0-41c ofthe Village of R c Hrook rind nil other applicable laws,ordinances and regulations. Sworn to before me this µC Sworn to before me this Sth gf2 _.20 L3 day of June 20 23 Fro erty"Owner Signature of Applicant Lauren Posner John DeVore of Dandelion Energy PrintN a of ropy _ carer Print Name of Applicant jlotan Public Randle P.Paterno Notary public Lesley TomllnsonOnline Notary (/ NOTARY PUBLIC,STATE OF NEW YORK Registration No.02PA6117023 Qualified in Westchester Count �oo'"I'lll'�'rru \\�\SPRY PV�i j/ LESLEY TOMLINSON Commission Expires 10112I20�� o ! Notary Public-State of Florida t(zz: Commission$t HH122011 This application must be properly completed in its entirety and must ' chi I `\\\�rizes'i156A3°3he lecal ovvner(s)of the subject property, and the applicant of record in v v not properly completed in its entirety and/or not properly signed shall be deemed null and void and kill be returned t0 the applicant. Notarized online using audio-video communication Florida Broward 2 ill Scanned with CamScanner < C� m o v v r o0 cn -� -uDmT��m o O o D m�.X==� N Om z o mm m < -� -I Z T m --I Z _ N � O — O o X--IZOxXZ r N z ��OrnrnDO 00 m D z1T1-I0Xz -I O - I 0zm _0m N ;o �_ n�� p C� m D D C o O D O Z Z ;o A ;o 0 z �� p D p w w C 00 � p�--Icrzp w � � r cn = m z cn �o „ -n � m m _ o r -t -� cn�z -00�- O .� �nz„zz z � m=G)-+--�0 w w z�=Cn.. cD N I+ tOG)mmD -n � Ov w D=� -I m z O m ... � 0 u � V -n D m O rn zz O -� O rn O I n NF,E-R DL a=J n n Ww N ' Ain w m ' it c / soft IM tl i o EAM U� IV z ASHP1 • O a NEVV ID � O z z m z z D p m {'. R,<<,,, �onrM T N •� r i r RAG " _ e ZLF D��n D'" '_. <m�mm _ 1 0 I �zz�� D-j Dzoz= A6 cpl or m o zm�A _tip O mmDm �,a. Or � } D O *- ---w gib+ —i m z O ' e Mi m -" z J +N t cn n - " O SY D n � r � m T Rly cf, —� m O o m z m 10 m cm o N K N r n� O m D M � , Z o £D m o L' ODD T z x > ' 16 uj LU � D 16 ( Q G� rn �= T z�_°� �� m m� D � z� n = o m � -� rn rn� D � rn r� z- � == m D D rn� D rn� D D m � rn � O p c n 0 z� o C�� n ---� < � c oo rn z o D rn� D r c � rn z 0 D m � c oo m z o -� m� rn� � o rn� = O � rn o O n 0 rn D n z= O oo 0 m o� m � -+ z 0 O ov O � m cn -� � rn r��� p �7 O c z o �= 0 � z iv � � O o � N z o o � o � N o N C m � O � rn r 0 O � m X cn 0 z N 0 N 0 00 0 z o01 D � I C-j m .. n D N o � � N W m � 0 m W Ul N m 00 ov O O cn Oz O Z m C >� 70ME �MZZ D r 0 O n moo M zvz0 2wDpo Z C D .. z z r- < n �m> ` O G)cmm �zz�* FMI `zmG)= m �o > m�N� C X om.n � W mom D m � A znNrn c C zo>< < � O <Or�n mmDm O D r O n z O �mnz Qz0r- D m ;am Ei p D Z m z G) x z -� m = mm 0 z z0 0 Cl) n m cn D n r- X m m 0 m z z C �� n � D r m v cn N N N m .. m I N Ln �o D � z N c� x D G� m .v .v �Dm��-Im m.�-�=_- ;a -n 0 m m C) ��zTm--�z z0XMZ OmmDO zzmo�zm nncnc/)0ccn =T1C�7r� cp0D0 � D i ;o O��cO�zO v cn=mz� ;o � 0O -zo -vr to r �c�z„zz m=G) e(Dz<=C.. CC) ?mmD ;u_M m D0m p zc� Cl) D -n Drn7 O zm oz � O m0 n r Co O O O ;u M O r � O m N I-� M m D z 0 w n r, -n -nD O z OD W � m m m m 0 c c c m m 00 z -- m m 0 m m m I 0o I o 0 1 0 1 � 1 D D D o � �; z_°° c rn z m z m z p m m O m --� rn��� p p p rn Cn p� < � D n o --� m m m m p 0 0 -< -� D S O m m D D- D -� = n -� x m D z .� m p m m --� z= m z r M c M O G) � n r z - D n D m00 m r ;a m m < O n ov -� = N N= H' (n C r �' p iv p` z 00 0o o m 0 M� z O O rn 0° rn -� n ��i -� z � c .p m n N N D G� N 2 c o o r O p p m O c -� z z � � � p rn o m 1 m ��♦ ♦ ♦� m Cf) m, '� 1 z D cn m 1 1 m m --� '� m --+� 0 0 'M"t MMA ;o 0 m CD m a� .1 0" L m I c Igo N 3 n 33 1 1 00 • ., yw L l77T,f-Enal JEW 0�1 • • • • O� 0 M3 N • ZdHSV • m n s 5��� b • < n X zz Z c m z � z � n o0 ry � C z_ � D Q o m �s 1 m D z Z --I z Q -� O m �-- o0 m � G z Cf, r D r � m v .. .. O 0 O�-.% - Fy � NFER o o 0 m n Q D 0 � m o rn .. N � W o mw w N 0o vo O Z oOCDz 0 z �MOCZzD 0 m -mr-n m D n .. zcncnz0 .. G) cD n Z z Oz � c D zD� O D - Emzmm � D DzpG)= v m � D �OmDn �7pvr w _m D m a , I o�N� D m � z < O <O� n m-nDm O D r O "o -im-nZ> O z O D D m jo m m z G) -<-<z v m = mrn �� Oo z zM o T C) cn 0 C) C) � D X m m -u n p cn m =� o D=�Doo�=C�=DU�z��Qm m o .. mmrn���0OOz--�-�mDz=- , _ z pwmnw mG� m zn� m-�m-�;u:cM=-�z cn �O � ccn�'mDO�O�m-D�mmz c-�0z��D ��Ozm 0 D� zC��ON�-zO -� r- r -� m -� z n -� -p Z -I Drz=DxQrnO°�mDcnT cn cn m zDmmG� ��mrOr�00 Z N oz �_�' Dzr �Dcnnm rn --� iv >omm-ir- zCn==On.�DO .. cn ���n�r p--�Dm0mm=�� `n n � =c-Dm� �DC���cnQz 10 = N D a n z= 0 = � m� X- z cn m N z0�n> mm0D=Om�--� �� v U pCDDz� �pCr—� �D x m��rnm oon-o�--Orr -z-co m 0r-D m * -�mm� zm00nz z=Ozr =rtn ��z�=p mm�G�oo mQ.. Drn0DC/)D� > 7 � m n r z- D N C r� pm0 0zD DI D>� z r- m � -ter= z O p w rn 0 m z z o G) G) p (n r D r r r� D p C� z m=° � D �� cn D l7 Cn Dv (T1 — p � D C �O p z rn z m z� m 0� m C n O z�� m X m rn cn n C X n rn N� D �Q C z � � � � � 2 - = - Cn m C z O � � N p -� � cn -� � � C m � _ m � � C � � -� r- O � Z ° � � m�� � - m � o o� r- p r D O Z p D -� -� 0� � o to D- � Z � oo C rn � G� n r m O� r z z rn� D D = rn n D = Z -� � O 0 r m z z O O� � Z G� A D O -� G� O Z r_ z m � m 0� � _ -� _ D � om- � � m � m n r Z m �Q - rn D � Q p � X w O z Q m�� �� z m n z 0 -� m o o�< C m� !� � O� -< m� z D � z O � � - Z7 O � cn D N D � � � oo � n o � m �J C� z GEC N O� � � m m � o C N o - O n D � m ° rn n D � rn� � � v -v z � � D C D cn � D = � m � -� � rn ,Q C� � n 0 � _ m -I m � Q r C o z D� � z O� 0 � o N � m p � n c Oz O z O m D � lo m Z cn -ry O � m - � o D n = rn D 00 � � c N z � � p � � � m m w X -0:b � o000DOQmDC�mDD�)- w N� z o r z -< o z m� o�_�� Q� O m D m z�� cn � - � Z - Z - Z Q N - rn -n O � 0 - O � � _ � o � n o O m iC7 r -i �v z� + o � N rn � m m .Np o� < N o � N Q z n m ° w� m� D �c c� D __ O m � rn D�� m D � Q N D z z � � o p 0 m ° � n rn cn � � � Cn O c N o � � C z O c rn D n rn � C) � � D = X D N n = --� C m D T v N � D T N D co � cn � � o � z cn D Z Z < D p D cn = IM O z O z m O C � D � Z G� z z Q N m 0 rn m� p° C � D D � � n m cn � = m D m m � cn cn � � z � D to < -� C r,-, Q � z z z - v C � N cn rn m rn N CO < n z° IN z ° > m z / � n Cf) N < -� 0 m m � N z m C - D Z No� m z z R'1 0 m � — � Z W D r r C, D m v .. .. Ste:: LEM 0 I� I I1 0 Ir IA II 11 it II l"t i ji p� s�► I I i 1 of - - - - - O �: :RAI �L)a c 3 II II NFER 10 41 jj m OLj rn � m p10 (D D z > i-.,� RECREATION RM - N O c� m cn m - o (D (D w :ITN ESS R. o m 00 00 0 0 Z Z m ' ! "'\/F I I �CDz x�zz onmr- mcn�Dz 0 T .►J z�on �ODp� ZZ-4CD zDZ�() G) < , DmCmm G) 0 Z: z m c) _ m 10 1u� r `O v NIE C':1 IAIM. CAL R.M. -y y- �+ .J�� Gf�V l - m�,�� c m `-� n y w z c/n) z cn INA Dm�A � D v 11 r'1"I - TlZ<� <o�„ c — m -n m °D �zz 0mm D z cn C m = O Z O D m m m0 zGzi m -< z INA INA a mm M `n o z zC) cn T D X rn m U) -D - m m O Z z o z m .. cn m �= t0 C (A)cn o r 0 p=m-0 rim �9 — =m �' N N N D r o -n zm� m� v cn m � m - m 0 0 m O G) r m� n � z m-�w-n o �' � G) �p �0M0=>� M- ip0 INN D N � z 0 rn C z�=Ma* c� U)rm=r x z n 0 n z 0 a I -jzn�r > m � r- � r z0 r- r -j0>M ��DmZ=O m0 _cz�0D_ 0 az>zm � m ��'irnv D I >o>> C rn D G) - z m p r r z D Mr0oo >0>Kmm 0' m �-ciDcDn r cry O zomo z < n X z z -� m 11400000 D z - n --� N < m ry O -� O � � N z C 00 K v m m z Z � z � � Q O m � � z � Z (n - I 1> C) r D r m Wm v I � cow -n Ir _ 1 Q I 1 1 1 � I � I � I � 1 1 1 J — — D O 1 i m m O m 1 10 it I -- ----- ----- ----___-a-_-.-- --- O S2AH m N m I ; NEW 00 pp O i T ----- 00 czzz p DoOoD O S Tf 1 nmcnn p z 5 n 0 1 r Z-cD O < m I--' �zmmc)= Om`°n r-� v m 1 I I I I •--- A 0 -�{ Ln iOAF m � oO ' mD�mo 1 1 1 1 1 z n. m m{0 , �m z m m;� cn o z n C r- ;o m U) o --- m O .. m z z zcn m .. m �O C ALIT N N m z N OLn D N z x � D U O rn 0 N Ln o N X a J O z O Y N z O ~ a U z a a Z i w Z V m 7 w w W G 4 zO 0 a J N Zp < Z 'G a �I N a 0W w ir J `°Y a h a � W O x m 2 H•y Vl K N Y K0 a WQa O ¢ 7 o U Z QUQ a p 9 N u Q 2 p W W = 7 m <� K O 3 pa N O O O = fn > > O m v LL z III II—III—III III—I —II z LL a —III III=III=I —I I= Im ° W 0 z z a w O � � a z0 co 1 a Z J o p *b3 u O 111 m moo i OP la. -�1..S H H m W aQi N \ \ \ \ a U?p W O w LO as U .✓ S' R O aN>? r d v —III—III—III—III—III III a a o N b`� *U o z I I I-1 I El I I—I I I—III=1 I I1 I —I 1 1—iTi—i i 4^Ti—i i i—iTi a i - N o aw� o• Ofaz c Fo-0 �Qo1 a a a: m N IVZ S F2W2 (D W w F vi T w U N ti m � 3 N N C a O Q m aN d� N U a= N Y) 0In a z m p U O W N20 Qp N H N F< Z Z W Z V) Zwr Ot7 O N a III U a p Cl) N O amz mrc N a' ; Q tic firf cp O p Ucr III t0 /// OI V a J a ' W 7 a U z c Q a CL p N a U S a 7) w CN? N w W N p K N a W J W m \VV\_11 w W}}> \ VI N N W F S O U < CAcn- N ~ a \ ((UU' \H Z z W Z a O 3 z F W OU OZ Ww QW~: aN U gWF W Z J O O w z a-a z UQ O pOW 2 O Y p z Z N n Z Ump ZU In O N w a p W W N w o U N Z �- O w L)~ O m N N O LO 0 0 Z a0 J H = ¢z U Vi S n J w 70 N W O Q d N � I w w W ~ S K 4> - O Y 7 <W Up aaaD 30 co m LO S p > U S Z U w ZZ a Z j O W F a a a_ O a N w I-.i I W N o a O J z 0 a � �m r a U U pm W tOO p = W m F O A) ' W O a z F N a Z N D O. O O zo z 5 _ i o o Ix w a a U a z z w J O m U p w a14 U W Q a m F 0 fN a z z O U p Z,0 0 a wp 0 Zmz O O O a p f O g\�, O� m mLn w z U U - w 0 d w z 02 a a Z < a a Z m r p = 0 H z « p aa ~ �a N a ZO O o W O O: z U U a W a a a Z O z m 0 OR Z O ¢ _ z m N a Li Z Wp 7 m a O K Z tO w N Z M 7 N N J W cr z = ~ Q Q O w 0 0 W J p W N O Z N g n O J Z Z J z ~ W m 2 aw Q Q 7 m 7 lJi Z Q N O. O N >u U 0 Z Ir O > U a_ 3a w z o 5t w z U w Wa SOw ?LL zd g # g w a o 2 &a ° a x u H � U m t 0 w X y W m � � f p o� Y Lij o a Q - � � o z u u R w d F g a 9 o000000000od D � f < e a O Z_ 0 0 0 € ai moo° Lli s e t- uw) ° < z a o lo N m m m m m ° $ z u r w O~�N W a g $ g m LO > zzoo z u oOm� N o w m aa N z Z z d a m_ �tiw N a IL3 3 YO z W N O O 0j W w ° m 0. QI *833y��y z Of a = o C o O =b o z m (Di�d 4� N ro m O N M D f M L\CEv'S m Q o ¢r z 0 z io Z x w o w Oui i J N f4 2 S Z a ap �F' 0-1 ry w im o o iZ 0 0 wz O N i aw o =� o S cD z r N Y 3 �o ~ Q2 W mW 7 W ~O TI: H O C tlw) U N m J 2 2 2 a O z z w w� i gz�mo ZQo w W O N x N Y(w U K a W a wO QWQ mf�U 2� w x w U W wz w� a F a Q K w wZ S io_ m K 01 <O a wzz w a ,�j0 j aw yUjO W Y z 7U '1N-f7�C Q U W N z a U w J m w W~N m j W x z y OOw w NLL V3 ON ��l vsoi�p wO Oa =o O I j Wrc KwoJg°NJ wF a a° zZ zZ uN i�Z(w(jjyN�z <g o a0 p� �� Wza d2N�w �a w3 uz NC=7 zQ irioa UJ�'Fw dw r NO LO ¢... wm0 03 <Nw x ciw o~ 0 d N x0 �o� NHg7 w a Y N� wmw 3c7�ao 2> C uj 2Z Qa�Ozwt�ilK �� w0 p z3 �zuw maw ny of w wp z~w gwnWw mm O N ¢ i a m N-z y p m>a 2 w z z wi wOp�OZ-ioi>8=N i Z O LLI =J�W�zazo woz wz a H H o U U w._ � a- z�z�ooa�LLmz N O O ow w¢ww.a w WSNmwo=aww d d aj B vo-ii>�OZ>4-W wZNw�'f Kx �xo¢ a?¢,voc<t3N LL? ox _ I aI J~waw�JJOa a: ww w3 Ia a w 3m a oN QQ a Nti...rLL a'N w Z Q N a < 2 z oz / 2 S O o /�� wx N o' °a W cc� 0 wZ Z ZO wUU W Q a z d >Q r Z y K 7 '^ 71.w� a 0 O a w w O Sa Z N a IfK W�N O / \� Z cr 0 > 4 ]] N N A A Q N z ~ ~ x z J w w 2 ^I a ¢ 10 Q0 w ~ L11 Z a¢ a o OS$ moNn NN =2' O K a C z y �Ll R N 2 �p F 111 >� w a W U w a r U VVV Z UQ M Q K Fa-o LL J a N Ix w �m wm afO< a > > U O n ci W dim �rc w¢ 0mz < r7l 2 d(n w0 wo awl w Y aLL uLL fir¢ W m am °zm F ~ ,� N N o o N N ZQ Q r� =a v OUU)J U 6o Qo xv ~a(y W W Z LL w z L)UZZ wM Z N N H N N v Oz U W A (h l eqh O z f8 4 a a m m � x } Q w Wo Z Z Y _ Z Y ¢< > > U o z U ppp O 0 2 Q Y^ ' Y] N N N N IY� Sof O > > O o 0 3 arm 0 I �o W OI m . f 1�1 MI W 4 f 1�A Oi 01 C Z m co D ri v 2 g"' w aW A M y O N a I I a U t0 a yyyy J W c� of W a a o w � � N X W Cp y� pp a�Q°p li p Z w W a Ld o P� 1 W O� ✓ °fd a� d N w 11�EaS o o. W wr N y pQ m xx z UV 9Z9 r71 Naryelm W N Z �y Q a 'o z 5 Z f F Wz ° w U U QU m °,� w w f O O u ��-° 0 O o w g < a N a a a O Nawx ^ m W ww=�Fp O u7 r a ¢ p a �- yO�w-.o x LL /(�J YUa.U(,�Q N / O N T N IN�1 �z �/ a, O pwww~ 3w-Op^z �J W 2H xw=K aN p Q 4 w Q OD W°Z C Z N 7 J< N O GwT aU'wp Z wl � a z �° a = Z m � gwcc m m m cc4 m Z a: O w U > 2c ` «\ �> O �q o = }a x o = 7j-1 j | _ )) S2 \\k _ k w § § } ) 'd 0 « »2�� 0Q§ ® § )§ Zo E E §k§{ m�e / , a.® 2 � Z �u ) b$ m ■ |E! E & §® § § )§) T x.x / § !r� § R U 2 HIV_m {§ § §K - k�5 !)_ ; ) - [\ k® �� \ z M9`2 _6 - \ §/ k �_ z % -D§((j / \ / - e§ =!°0-.§� / k 77ƒcr mA | --k) \ } a D f [)K§abt / § §:§�!- § (�(Zn Mk/ Cl) 0 .�. . . . . w § k �k - j! « ! r ■ ; ; ; _ ; ; ; ; ; ; � z ( ( (!3 } , � � � � , \ \ § #m ° K■ ■ s : r ■ � § � kQR ■ � ■ ; „ ) $ § z & ! ` k ` ( I § G G i ; RG ■ - - m � � ; l � § § m m \ $ � � `® ■ #■■ §# § #¥ � 3 � § . § § E ; ; ; Gg ■ ■ ; , 7 $ |P: O «! 7w § 2C | § § § G) |! !/| 0 2§ 2 0 §§ 2; 22222 § 222 % / i 9 �° `` } �� �� cm \ k ) 2 \ a z D w ) z / ( § ƒ �z ((§3Dw ) , ; � Cr) �� �z ) - L O§ E j / _ / ( 3 3 & ; / \\ } } ( ( \k % j 0 ` § 2 z - Z\ z _ § 2 r w ~e% \ \ \ Az A � o EL ® - - � ; _\ \Lw -' EMr-,f 01-1 [\ ) ; )}D IL §J ¥§ E o ± {/ 0 m < § E q $ §k§ \§ / }�) \ / CL $ CL ) § § 2 - ( - § k k\ / W:> �& §r Cr § En- E �! §\ }k`l - >-� XW ,\ \ � 5,� w C z2z /k0� § j ] §- )i/ }/ e ia- z }% kCINIz In % I[ 0d `_ | ems 'Ox@ � ] ) )za (f §( to (?k � § d - / !2§ Eƒ$�k� k § w El § a §2 ]/\\ § § (( ¢ }\\ W.0 0 0, 0- § -k3 � ((j§22 /\ 2 §OL \2w § f'W'WO \� _ 2_ _q �\� / O =r a. $ �� } \\ \ W w m 0 Q. �a, 00: /§} ) Q!« § § §� m2 (nm k Q �\ <'z z! l � fj (§)2 ) ® '/ . . . . . . . . . . I � § Q )& m ; © ■ ■ m ZA ww 5 �� . § § ƒ co J /¢EG2 � 2 � �\cr � )w )§k §)§ & <> )} )}/ 0 ■ ..t\k ) Z< 22§( ■ ¢\® � © ` ° F— C% E ƒ} ° \ � ��)\ $ "�a- � � § } \ §/ / � \ 0� k ? $ }}) \ § s J kci )� 2 < R \ ) ) \ ) § , n § i } - Vim ■ °\ a � 2mm - ■ � lek ; ) k 0 � £ ) 04 _- ` a§� - � - - \ §< 7 / / � e ir § / 4 ! %\ \ & § § - § § ) Q § ; ; 2 /¢ } ° § § ® : § § §E § 0 Do %§|( \ O_ ©'0,�b` §� ■ ■ ■ ■ ■ 2§dk ! | pW k 2kE a & k,Wxlwm § 9 $ 9 $ § \ � § «l:6� § � % �� � § D § / \^/�`/` m 0 ¥ DANDELION May 17 2022 RE:Compliance with applicable codes and regulations To whom it may concern: Dandelion requires that all design and installation methods and materials comply with all applicable codes and standards, including ANSI/CSA/IGSHPA C448 Series-16 (Design and installation of ground source hear pump systems for commercial and residential buildings), M2105 of the 2018 International Residential Code(Ground Source Heat Pump system Loop Piping), 2020 NYS Uniform Fire Prevention and Building Code and State Energy Code, and NYStretch-2020. We provide a set of internal Design & Installation Standards, Permit Drawings,and Master Service Agreements to enforce this requirement with third party contractors and internal installation crews alike. Therefore,to the best of my knowledge, belief and personal judgment, our permit drawings,design and installation requirements and scope of work comply with M2105 of the 2018 International Residential Code, 2020 NYS Uniform Fire Prevention and Building Code and State Energy Code, and NYStretch-2020. If you have any questions,feel free to contact me at rcarda@dandelionenergy.com. Sincerely, Ryan Carda, P.E Principal Engineer Dandelion Energy, Inc F NEI�r Y QyQ,N J. CgRO 9'f 9 100136 F 1N 05/17/2022 0 333 N.Bedford Rd,Ste 220 Mount Kisco,NY 10549 January 1st, 2022 DANDELION Re:Sediment control practices for permit application to install a ground loop as part of a geothermal heating and cooling system installation To whom it may concern: This letter summarizes Dandelion Energy's sediment control practices as part of our permit application for geothermal heating and cooling system installation. Dandelion implements industry accepted sediment control methods during drilling and trenching activities in general accordance with New York State Department of Conservation Standard Specifications for Erosion and Sediment Control. The sediment control method(s) implemented on each project vary depending on site-specific conditions, but include one or more of the following measures: • Mud Processor - Equipment used to manage and process drilling spoils by separating solid and fluid materials removed from the borehole. • Containers - Drilling spoils are typically discharged directly into containers such as heavy-duty woven polypropylene sacks, impermeable 3-ply plastic pools, geotextile filter bags or lined roll-off containers during drilling. • Stockpile Methods - In some instances, drilling spoils or excavated materials from trenching may be temporarily stockpiled and contained using silt fences and/or straw bale dikes to prevent runoff. Excavated material is typically returned to the trench on the same day. • Dust Control - Water is sprayed to wet drilling spoils or excavated materials for dust control as needed. These practices have been developed and are employed to ensure that the highest level of environmental protection is achieved as a normal part of system installation. Thanks in advance for your consideration. Sincerely, �E OF NEW Y Fo 100136 AROFESSIONP�' Ryan Carda, P.E Principal Engineer Dandelion Energy, Inc O335 Madison Ave,4th Floor New York,NY 10017 DANDELION August 19,2022 RE: Header Piping Installation Standards In terms of geothermal heat pump system design and performance,lateral header piping is not relied on for heat transfer capacity.The sole purpose of header piping is to carry the fluid from the ground loop to the heat pump and back.As such, Dandelion's header pipe installation requirements are as follows: • The ground loop header piping and manifold shall be located in an exterior trench that runs from the borehole location(s)to building entry point. • The target burial depth for the header piping and manifold is 2 ft below grade,but anywhere between 1-4 ft is acceptable. o The minimum allowable burial depth for insulated header piping shall be 12 inches below grade. o Whenever the header burial depth is less than 4 ft,freeze protection to 15'F is required. o To achieve a 15F freeze protection value,25%propylene glycol shall be used. • Propylene glycol is added to the system as part of the flushing and purging process during the heat pump installation phase of the project. Using the Kusudah-Achenbach equation published in IGSHPAs Residential and Light Commercial Design and Installation Manual to predict soil temperature as a function of soil type,location,time of year and burial depth,it can be shown that the soil temperature at a 1 ft burial depth will not fall below 25-30°F in this region.The requirement to freeze protect with 25%propylene glycol will provide a 10-15°F buffer between the minimum expected soil temperature and the freeze point of the circulating fluid. In order to protect the header piping from damage due to work by other trades, Dandelion requires the installation of warning tape and tracer wire in the trench.Additionally,each customer is given a scaled and dimensioned as-built drawing that shows the location of the borehole(s)and header trench on the property.These measures help to locate and identify the ground loop piping when necessary. As long as the system is installed in accordance with the requirements above,it will perform according to our design specifications and will not be at risk of damage due to freezing or damage. If you have any questions,feel free to contact me at rcardaC@dandelionenerev.com. Sincerely, Ryan Carda, P.E. Principal Engineer P,t�tQf NEW yo Dandelion Energy, Inc. ��Q�PN 1. C4,P,999� 8/22/22 't ? y'rFp 100136 A*0 ESSIWN O333 North Bedford Road Suite 220 Mount Kisco,NY 10549 Dandelion Multi-Split Geothermal heat pump Performance • Vapor-injected, inverter-driven compressors with efficiency values up to 4.1/28.6(COP/EER) • Soft-start operation reduces current draw and saves energy • Residential models are available in 3.18, 3.98, and 4.55 ton capacities Easy to use, easy to maintain Flexible installation • Remote control capabilities with Samsung's • Pair with any combination of high wall, console and air SmartThings app. Comes standard with handler style indoor units to meet the building's needs. every unit. • Digital controls provide a variety of field selectable • Removable cabinet panels and removable settings for each installation,and advanced safety control box providing easy access to internal controls to protect the equipment components. • Compact design fits into small mechanical rooms with • Advanced diagnostic features paired with limited space the SNET Pro2 software allow service • Simple wall-mounted remotes and/or central technicians to keep equipment running thermostat options that allow for individual zone efficiently control • 3-year workmanship warranty and 10-year • Optional field-installed internal auxiliary heating(air limited parts warranty handler installations only) Wi-Fi Enabled Controls 04.0"% _Qo Works with SmartThings is an app that conveniently allows you to a o SmartThings control and manage smart home appliances and IoT devices.When paired with Samsung's WiFi Adapter, SmartThings allows for remote control of your heat pump system from any mobile device.This functionality comes standard with all Dandelion installs. SmartThings App features: • Daily, weekly, and monthly energy consumption monitoring. o ! • Basic control and monitoring of power, o s D mode, set temperature, room temperature, fan speed, and supply air louver position p • r-• • 7-day scheduling for single or multiple units " _ e o • www.dandelionenergy.com Samsung DVM-S Dimensions, Weight, & Clearances DVM-S Water Heat Pump Link to product page MINIMUM CLEARANCES MODEL MODEL NUMBER DIMENSIONS WEIGHT FRONT BACK SIDES TOP a S' (W X H X D) (LB) (IN) (IN) (IN) (IN) SAMSUNG 3 ton AM038KXWDCH/AA 161 4 ton AM048KXWDCH/AA 29.5"X 31.5" 191 24in i 4 ir X 13" r 5 ton AM055KXWDCH/AA 191 Notes:The DVM-S heat pump needs to be installed on a raised platform to allow for connection of the condensate drain port to a condensate pump. f DVM-S High Wall Indoor Unit Link to product page DIMENSIONALDATA MODEL NUMBER W H D WEIGHT FRONT* SIDES BACK TOP BOTTOM (IN) (IN) (IN) (LB) (FT) (IN) (IN) (IN) (FT) AM005TNVDCH/AA 19.8G AM007TNVDCH/AA 32'/ AM009TNVDCH/AA AM012TNVDCH/AA U: 3 4 AM015TNVDCH/AA AM018TNVDCH/AAG 41'/z AM024TNVDCH/AA AM028TNVDCH/AA 3_I *Front clearance=min.distance to opposite wall **Bottom clearance=min.wall installation height www.dandelionenergy.com Samsung DVM-S Dimensions, Weight, & Clearances, cont'd. e�-� >rt4lNtlll� DVM-S Floor Standing Console Indoor Unit Link to product page _ DIMENSIONAL DATA CLEARANCES MODEL NUMBER W H D WEIGHT FRONT* SIDES BACK BOTTOM TOP (IN) (IN) (IN) (LB) (IN) (IN) (IN) (FT) (IN) AM006JNGDCH/AA Floor AM009JNGDCH/AA Floor 46 23 57.3 AM012JNGDCH/AA Floor 8'/, 40 4 7 AM018JNGDCH/AA Floor 57 23'/_ 69.4 AM024JNGDCH/AA Floor *Front clearance=min.distance to opposite wall **Bottom clearance=min.wall installation height DVM-S Multi Position Air Handler Link to product page DIMENSIONALIDATA MODEL NUMBER W H D WEIGHT FRONT SIDES BACK BOTTOM TOP (IN) (IN) (IN) (LB) (IN) (IN) (IN) (IN) (IN) AM012TNZDCHAA 105 AM018TNZDCHAA 17.50 43.00 21.00 109 AM024TNZDCHAA AM030TNZDCHAA 132 21.00 48.00 21.00 30.00 C 00 0 00 co 1.00 AM036TNZDCHAA 138 AM048TNZDCHAA 214 AM054TNZDCHAA 24.5 58.75 21.75 226 AM060TNZDCHAA Unit is shipped from the factory arranged to be installed in an upflow or right return(right to left airflow)position.These models are field convertible to a left return and downflow airflow positions. www.dandelionenergy.com Dandelion Heat Pump Packaged Unit Performance Ease of Maintenance • Two-stage Copelanda UltraTech® • Real-time performance monitoring and compressor with efficiency values up to advanced diagnostic capabilities with home wifi 4.5/20.9(COP/EER) connection.Comes standard with every unit. • Unique compressor isolation technology • Removable cabinet panels and removable and high-density foam cabinet insulation control box providing easy access to internal for ultra-quiet operation components. • EnergyStar certified and made in the USA • Aluminum microchannel air coil which eliminates • Qualifies for the federal tax credit and the potential for failure due to corrosion, V other state/local incentives enhancing reliability and efficiency • Corrosion-proof plastic drain pan and conden- sate overflow sensor to protect against potential overflows due to clogged condensate drains 1 • 3-year workmanship warranty and 10-year 1 Simple Installation limited parts warranty `i ;{ • Vertical air supply with multi-position, • Digital controls which provide a variety of field field-selectable left or right side return selectable settings for each installation,and • Universal connection sizes for ground loop, advanced safety controls to protect the desuperheater and condensate connections equipment • Variable speed,constant cfm ECM blower • Factory-installed soft start which reduces the designed to adapt to connected ductwork start-up power of the heat pump by 70%. and operate at a fraction of the cost of a • Optional field-installed internal auxiliary heating conventional blower motor Performance Ratings Heating Cooling MODEL LOAD SIZE CAPACITY(BTU/HR) COP CAPACITY(BTU/HR) EER BREAKER SIZE(AMPS) Full 19,000 4.3 27,100 19.9 YT-024 2 Ton 30 Part 15,200 4.8 21,400 28.2 Full 29,100 4.5 41,200 20.9 YT 036 3 Ton 40 Part 23,300 5.1 31,500 31.3 Full 39,900 4.3 53,300 20.2 YT 048 4 Ton 40 Part 32,000 4.9 42,600 29.6 Full 49,200 4.1 64,300 19.3 YT-060 5 Ton 50 Part 37,700 4.6 50,000 28.0 YT 072 Full 6 Ton 56,200 3.8 71,900 18.0 60 Part 45,800 4.4 58,500 24.8 Rated in accordance with AHRI/ISO standard 13256-1,which includes pump penalties www.dandelionenergy.com Dimensions 4.70 O -- - -16.0 7.25-� F .70! 16.0 �---- NP � O , I � 6.56 I I , _ O of 2 ro 2.5 teat of S.rviu/Inatelydon Atari et F..t and Air Cdl Sid.. TOP VIEW 16.0 TOP VIEW Showing Optional Filter Rack 1.00 ; 0 SOURCE HWG WATER WATER O our IN SOURCE HWG WATER WATER IN A OUT - CONFIGURED AS CONFIGURED AS ---, SIDE DISCHARGE BACK DISCHARGE ; Note:Side and Back Discharge configurations " ------ ---- are only available in 036 through 072 models. LEFT VIEW �! FRONT VIEW Unit Dimensional Data MODEL WITHOUT WITH RETURN SUPPLY OPTIONAL CONTROL BOX CONTROL BOX AIR FLANGE AIR FLANGE FILTER RACK Al *B C A2 D E F G H J K L M N P R 024 46.0 23.0 26.5 53.25 25.0 20.0 19.1 1.92 3.63 11.62 12.5 7.44 1.05 2.34 3.00 3.63 036-048 54.0 25.4 30.5 61.2 28.0 26.0 23.7 2.34 2.25 16.0 16.0 7.26 1.60 2.34 3.29 2.25 060-072 58.4 25.4 30.5 65.6 32.0 26.0 24.0 2.34 2.25 16.0 16.0 7.26 1.60 2.34 3.29 2.25 Notes: All measurements are in inches. Electrical connect.are 1"for high voltage, 112"for low voltage. `B(Unit Width)excludes field installed factory supplied flanges. r„w,e�v wt.carmnwn Performance Monitoring -- Heat pump comes standard with real-time monitoring to provide the installer 34_54 E•• and homeowner with remote insight into system performance.This includes `• s.ss .. real-time efficiency,energy usage,and status of the refrigerant,air,and ground loop circuits. 2.42 www.dandelionenergy.com Dandelion Heat Pump Split Unit Performance Ease of Maintenance • One-stage(BS models)and two-stage(BT • Aluminum microchannel air coil which • models)Copeland8 UltraTech'compressor eliminates the potential for failure due to with efficiency values up to 3.9/19.9 corrosion,enhancing reliability and efficiency (COP/EER) • Slide-out blower assembly,removable cabinet • Unique compressor isolation technology panels and removable control box providing and high-density foam cabinet insulation for easy access to internal components. ultra-quiet operation • Corrosion-proof plastic drain pan and • EnergyStar certified and made in the USA condensate overflow sensor to protect against i' • Qualifies for the federal tax credit and other potential overflows due to clogged conden- state/local incentives sate drains ' • 3-year workmanship warranty and 10-year limited parts warranty Map MI, Simple Installation • Multi-position,field selectable air handler • Variable speed,constant cfm ECM blower configurations for maximum installation designed to adapt to connected ductwork flexibility in the field.Supports upflow, and operate at a fraction of the cost of a downflow and horizontal air patterns conventional blower motor • Compact cabinet design allowing for easy • Digital controls which provide a variety of access for attic and/or crawlspace installations field selectable settings for each installation, • Universal connection sizes for ground loop, and advanced safety controls to protect the desuperheater and condensate connections equipment • Factory-installed soft start which reduces the • Optional field-installed internal auxiliary start-up power of the heat pump by 70%. heating Performance Ratings Heating Cooling MODEL LOAD SIZE CAPACITY(BTU/HR) COP CAPACITY(BTU/HR) EER Breaker Size(AMPS) BS-018 Full 1.5 Ton 14,600 3.6 20,400 18.9 20 Part BT-024 Full 2 Ton 18,200 3.4 24,900 17.3 25 Part 15,400 3.9 20,300 22.2 BT 036 3 Ton Full 28,700 3.8 35,200 17.1 30 Part 22,900 4.3 27,600 26 BT 048 Full 4 Ton 37,300 3.9 51,500 19.9 40 Part 30,900 4.4 40,500 28.8 BT 060 Full 5 Ton 45,900 3.7 62,300 17.6 50 Part 37,800 4.1 49,200 25.5 BT 072 Full 6 Ton 52,000 3.4 69,900 16.4 60 Amp Part 43,800 3.8 56,700 23.2 Rated in accordance with AHRI/ISO standard 13256-1,which includes pump penalties www.dandelionenergy.com Dimensions FRONT VIEW BACK VIEW • • • • • • • POWER SUPPLY VAPORUNE - ------------ --------- EXTERNAL UQUIDUNE PUMPSUPPLY HOT WATER --------- I T-STAT T'STAT IN CONNECTION CONNECTION - - HOT WATER - DESUPERHEATER OUT PUMP OWOFF SWITCH SOURCE EXTERNAL WATER OUT - PUMP SUPPLY POWER SUPPLY SOURCE — WATER IN TOPVIEW 0 Enertech Recommends a Minimum of 2 to 2 1/2 feet of Service Area Clearance For Installation and Maintenance. Unit Dimensional Data MODEL CABINET WATER LINE-SET ELECTRICAL SIZE OVERALL CONNECTIONS CONNECTIONS KNOCKOUTS A B C D E F G H J K L M N O P O 018-072 26.000 26.000 21.0011 3.000 8.000 11.125 13.6/5 16.315 18.875 13.875 15.625 17.625 4.625 6.625 10.625 15.875 Notes All desuperheater connections are 3/4 FPT. All electrical knockouts are sized 112"or 3/4"conduit. All measurements are in inches. All drawings are typical, individual models may vary. www.dandelionenergy.com Dandelion Energy GSHP Design Report Project: [22-105-1259, Posner] (Project ID:31077) Prepared: 15-May-2023 Prepared By: Marcus Moser "it L by Geo-Connections.Inc Dandelion Energy System Loads System Loads or Peak Loads are calculated based on a variety of details for an individual residence. Assumed occupancy levels, the number of appliances operating, the number of doors & windows and the tightness of the construction all contribute to the amount of energy required to maintain the thermostat set points given the historical extreme weather conditions in your area. The peak loads used in this report were provided as listed in the following table. 1 kBtu/hr= 1,000 Btu/hr Total Total Heating Load Cooling Load Zone (kBtu/hr) (kBtu/hr) Zone SHF System 1 (Basement, 1st Floor) 35.20 14.46 0.900 System 2 (2nd Floor) 22.97 13.28 0.900 Total 58.17 27.74 1 of 10 5185860225 4 Airport Blvd I Latham, New York 12110 Dandelion Energy Equipment Schedule Based on the provided loads, the recommended heat pump schedule for this system is as follows: High Cap. �owCap. 1 kBtu/hr= 1,000 Btu/hr Heat Cool ' Water 2 Air 3 Cap. Cap. Flow Flow Zone GSHP QTY (kBtu/hr) (kBtu/hr) (GPM) (CFM) Dandelion Energy- Enertech 40.50 48.20 12.0 1,790 System 1 (Basement, 1st Floo Multi-Position Vertical YT-048 1 34.20 40.06 Dandelion Energy- Enertech 28.70 35.20 9.0 1,440 System 2 (2nd Floor) Indoor Split BT-036 1 24.20 29.11 High Capacity Totals 69.20 83.40 21.0 Low Capacity Totals 1. 58.40 1. All capacities shown are total. 2. When applicable,hydronic equipment source and load water flows are assumed equal. 3. Air flow rates are reported on a per heat pump basis. For total air flow in a zone,multiply the reported air flow by quantity. 2of10 5185860225 4 Airport Blvd I Latham, New York 12110 Dandelion Energy System 1 (Basement, 1st Floor) Zone Details The peak loads for each individual zone are used to calculate the total amount of heating & cooling capacity required for a space based on the set points and the climate data for your area. Peak Heating Load 35,197 Btu/hr Peak Cooling Load 14,458 Btu/hr Heating Set Point 72 OF Cooling Set Point 72 OF Heating Offset 0 Btu/hr Space SHF 0.900 GSHP Selection The ground source heat pump below has been selected to maintain comfortable heat- ing & cooling for this zone. Manufacturer Dandelion Energy Model Enertech Multi-Position Vertical YT-048 Heat Pump Type Water to Air Capacity Dual Capacity # Heat Pumps 1 Installed Capacity Check The installed capacity check describes the efficiency and total heating/cooling capacity of the selected ground source heat pump system. This information is used to ensure proper sizing of equipment based on the load represented by this zone. Heating (High Capacity) Cooling (High Capacity) Heating Capacity 40,500 Btu/hr Total Cooling Capacity 48,200 Btu/hr % Sizing 115.1% Sensible Cooling Capacity 36,150 Btu/hr % Energy From Geo 99.9% Oversizing 177.8% Installed COP 3.89 Balance Point Temp. 7.0 OF Installed EER 14.39 Heating (Low Capacity) Cooling (Low Capacity) Heating Capacity 34,200 Btu/hr Total Cooling Capacity 40,062 Btu/hr % Sizing 97.2% Sensible Cooling Capacity 30,046 Btu/hr Installed COP 4.30 % Oversizing 130.9% Installed EER 20.56 3of10 5185860225 4 Airport Blvd I Latham, New York 12110 Dandelion Energy System 1 (Basement, 1st Floor) Zone Operating Summary The Zone Operating Summary describes equipment runtime and the total annual power consumption for the GSHP operating in this zone. Heating Cooling High Capacity Runtime 242 hrs High Capacity Runtime 0 hrs Low Capacity Runtime 1,892 hrs Low Capacity Runtime 385 hrs Supplemental Bin Hours 18 hrs Dual Fuel Bin Hours 0 hrs Heat Pump Energy Use 5,155 kWh Heat Pump Energy Use 808 kWh Pumping Energy Use 430 kWh Pumping Energy Use 77 kWh Supplemental Energy Use 20 kWh Dual Fuel Energy Use 0 kWh GSHP Operating Cost Breakdown for Zone Name Based on the annual power consumption of the system and the price per kilowatt hour in your area the estimated cost to maintain the set points for this zone are as follows: Heating Cooling HP Cost $1,237.39 HP Cost $194.14 Supplemental Cost $4.84 Pumping Cost $18.63 Dual Fuel Cost $0.00 Total Cost $212.78 Pumping Cost $103.31 Total Cost $1,345.54 M 79.4% HP Heating Cost 6.6% Pumping Cost-Heating 0.3% Supplemental Heating Cost M 12.5% HP Cooling Cost 1.2% Pumping Cost-Cooling 4of10 5185860225 4 Airport Blvd I Latham, New York 12110 Dandelion Energy Back-Up System Details Supplemental System Details Supplemental systems operate at the same time as the geothermal heat pump and provide additional heat when the space load is greater than the system capacity. Supplemental System Type Electric Resistance COP 1.0 Zone Load and Operating Profile 900 63 W 800 56 a 700 0 600 o ................ .............. 42--•a �a c500 _ _---- 3-982 16 - W o� �" 400 ---------- 28`'rr � v C 300 2 C3 a 3 200 14 100 7 0 n n o n of n n n g a 9 $ u n n $ o R m o� Temperature(°F) - Heating Load - Low Capacity Heating Operation High Capacity Heating Operation - Cooling Load - Low Capacity Cooling Operation High Capacity Cooling Operation Supplemental Heating I GSHP Heating I GSHP Cooling Heating Cooling Heating Start OAT 57.0 OF Cooling Start OAT 65.0 OF High Capacity Runtime 242 hr High Capacity Runtime 0 hr Low Capacity Runtime 1,892 hr Low Capacity Runtime 385 hr Supplemental Bin Hours 18 hr 5of10 5185860225 4 Airport Blvd I Latham, New York 12110 Dandelion Energy System 2 (2nd Floor) Zone Details The peak loads for each individual zone are used to calculate the total amount of heating & cooling capacity required for a space based on the set points and the climate data for your area. Peak Heating Load 22,972 Btu/hr Peak Cooling Load 13,281 Btu/hr Heating Set Point 72 OF Cooling Set Point 72 OF Heating Offset 0 Btu/hr Space SHF 0.900 GSHP Selection The ground source heat pump below has been selected to maintain comfortable heat- ing & cooling for this zone. Manufacturer Dandelion Energy Model Enertech Indoor Split BT-036 Heat Pump Type Water to Air Capacity Dual Capacity # Heat Pumps 1 Installed Capacity Check The installed capacity check describes the efficiency and total heating/cooling capacity of the selected ground source heat pump system. This information is used to ensure proper sizing of equipment based on the load represented by this zone. Heating (High Capacity) Cooling (High Capacity) Heating Capacity 28,700 Btu/hr Total Cooling Capacity 35,200 Btu/hr % Sizing 124.9% Sensible Cooling Capacity 26,400 Btu/hr % Energy From Geo 100.0% % Oversizing 120.9% Installed COP 3.82 Balance Point Temp. 4.4 OF Installed EER 14.85 Heating (Low Capacity) Cooling (Low Capacity) Heating Capacity 24,200 Btu/hr Total Cooling Capacity 29,112 Btu/hr % Sizing 105.3% Sensible Cooling Capacity 21,834 Btu/hr Installed COP 4.27 % Oversizing 82.7% Installed EER 23.06 6of10 5185860225 4 Airport Blvd I Latham, New York 12110 Dandelion Energy System 2 (2nd Floor) Zone Operating Summary The Zone Operating Summary describes equipment runtime and the total annual power consumption for the GSHP operating in this zone. Heating Cooling High Capacity Runtime 112 hrs High Capacity Runtime 0 hrs Low Capacity Runtime 1,920 hrs Low Capacity Runtime 483 hrs Supplemental Bin Hours 5 hrs Dual Fuel Bin Hours 0 hrs Heat Pump Energy Use 3,423 kWh Heat Pump Energy Use 666 kWh Pumping Energy Use 287 kWh Pumping Energy Use 68 kWh Supplemental Energy Use 3 kWh Dual Fuel Energy Use 0 kWh GSHP Operating Cost Breakdown for Zone Name Based on the annual power consumption of the system and the price per kilowatt hour in your area the estimated cost to maintain the set points for this zone are as follows: Heating Cooling HP Cost $821.74 HP Cost $159.88 Supplemental Cost $0.86 Pumping Cost $16.42 Dual Fuel Cost $0.00 Total Cost $176.30 Pumping Cost $69.04 Total Cost $891.64 76.9% HP Heating Cost 6.5% Pumping Cost-Heating M 0.1% Supplemental Heating Cost M 15.0% HP Cooling Cost 1.5% Pumping Cost-Cooling 7of10 5185860225 4 Airport Blvd I Latham, New York 12110 Dandelion Energy Back-Up System Details Supplemental System Details Supplemental systems operate at the same time as the geothermal heat pump and provide additional heat when the space load is greater than the system capacity. Supplemental System Type Electric Resistance COP 1.0 Zone Load and Operating Profile 900 54 W 800 48 c 700 42 ` r a600 ................ 36- o a _ So0 3 0— c .......... ............ p M Co t ----- W 400 241E� c - - - - - - - - - - - ?c Q 300 16 3 a 200 12 n � 100 6 0 6� L j 0 0 Temperature(°F) - Heating Load - Low Capacity Heating Operation High Capacity Heating Operation - Cooling Load - Low Capacity Cooling Operation High Capacity Cooling Operation Supplemental Heating I GSHP Heating I GSHP Cooling Heating Cooling Heating Start OAT 57.0 OF Cooling Start OAT 65.0 OF High Capacity Runtime 112 hr High Capacity Runtime 0 hr Low Capacity Runtime 1,920 hr Low Capacity Runtime 483 hr Supplemental Bin Hours 5 hr 8of10 5185860225 4 Airport Blvd I Latham, New York 12110 Dandelion Energy Vertical Bore 1 (15' c.c.) Earth Temperature Data Location Deep earth (below 20ft) temperature is a function of the average annual air tempera- ture in your region and remains relatively constant regardless of season. Deep Earth Temp ( TG) 55.0 OF Formation Details The thermal properties of your formation are based on the formation's composition and have a direct impact on the scale of your loopfield. Thermal Conductivity 1.60 Btu/hr ft OF GHEX Summary Heating is dominant. Grout is used inside of all bores in order to protect the deep earth environment from surface contaminants and to provide a more effective contact surface with GHEX piping that optimizes heat transfer between the fluid pumped through your GSHP and the earth. Grade Grout T.C. 1.20 Btu/hr ft OF 0 BadcfiO—-----�'---- - - �-----:.-��.T.^�..^.`-..�---- EWTMiN 30.0 OF Formation EWTMAx 90.0 OF 0 Granular Backfili ® Grout ==_-__-_-- Bore Diameter(DB) 5.00 in GHEX Pipe 1.25"DR 11.0 HDPE 4710 DR11 nrows(4 max.) -- 2 ••• _ - Bores in Series (N IS) 1 1 (J (� ___= LB Layout Rows (n rows) 1 - SB� S Bores per Row 2 2 �-� _-_ Number of Bores 2 Cn SB =_ Bore Spacing (SB) 15.0 ft DB I TOP VIEW DETAIL Design Depth (LB) 315 ft (GENERIC) (GENERIC) Header Pipe 2.00-DR 11.0 HDPE 4710 DR11 9of10 5185860225 4 Airport Blvd I Latham, New York 12110 Dandelion Energy Vertical Bore 2 (18' c.c.) Earth Temperature Data Location Deep earth (below 20ft) temperature is a function of the average annual air tempera- ture in your region and remains relatively constant regardless of season. Deep Earth Temp ( TG) 55.0 OF Formation Details The thermal properties of your formation are based on the formation's composition and have a direct impact on the scale of your loopfield. Thermal Conductivity 1.60 Btu/hr ft OF GHEX Summary Heating is dominant. Grout is used inside of all bores in order to protect the deep earth environment from surface contaminants and to provide a more effective contact surface with GHEX piping that optimizes heat transfer between the fluid pumped through your GSHP and the earth. Grade _ Grout T.C. 1.20 Btu/hr ft OF _-_-- __ _ _ _._ _ -- - EWT 30.0 OF MIN Backfill --- Formation EWT MAX90.0 OF 0 Granular Ball ® Grout Bore Diameter(DB) 5.00 in GHEX Pipe 1.25"DR 11.0 HDPE4710 DR11 nrows(4 max.) _- ��� _-__ - Bores in Series (NBIs) 1 LB Layout Rows (n r ) 1 '- ows �- SB—� S Bores per Row 2 2 —f Number of Bores 2 En SB _ _-__ _=_= Bore Spacing (SB) 18.0 ft CO 3...0 O�- __ --___ __ -- _= DB TOP VIEW DETAIL Design Depth (LB) 310 ft (GENERIC) (GENERIC) Header Pipe 2.00-DR 11.0 HDPE 4710 DR11 10 of 10 5185860225 4 Airport Blvd I Latham, New York 12110 -�- wrightsoft` Load Short Form Date: 202211'239 Entire House By. Marcus Moser Dandelion Energy 333 North Bedford Road,Sute 220,Mout Kisoo,NY 10549 Phone:833-GEO-4ALL Email:deslgn@dandelionenergycom Web.wvwudandelionenergy.00m Project Information For: Mark Posner 32 Bonwit Rd,Rye Brook,NY 10573 Design Information Htg Clg Infiltration Outside db(°F) 14 86 Method Blower door Inside db(°F) 72 72 Shielding/stories 3(partial)/2 Design TD(°F) 59 14 Pressure/ACH/AVF 50 Pa/3.0/2078 cfm Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Na Make n/a Trade n/a Trade n/a Model Na Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load MgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) (Unconditioned) 398 0 0 0 0 ASHP1 475 13896 3669 199 199 System 1 3337 33373 11058 1790 1710 System 2 1779 22972 10751 1440 1270 Entire House 5989 70241 25376 3429 3179 Other equip loads 1824 303 Equip.@ 0.91 RSM 23470 Latent cooling 5071 TOTALS 5989 1 72064 28541 1 3429 1 3179 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft- 2023-May-15 11:40 29 A - -�- •�. Right-Sute®thiversal202222.0.07RSU64482 Page AC1soft Calclaton[22-105-1259,Mark Posner].np Calc=MJB Frort Door faces:N 9 e Load Short Form Job: 22-1054259 wri htsoft Date: 202241-23 ASHP1 By: Marcus Moser Dandelion Energy 333 North Bedford Road,Sute 220,Mont Kisco,NY 10549 Phone:833-GEO-4ALL Email design@dandelionenergycom Web:ww wdandelionenergy.com Project • • For: Mark Posner 32 Bonwit Rd,Rye Brook,NY 10573 Design Information Htg Clg Infiltration Outside db(°F) 14 86 Method Blower door Inside db(°F) 72 72 Shielding/stones 3(partial)/2 Design TD(°F) 59 14 Pressure/AVF 50 Pa/1895 cfm Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heat ngoutput 0 Btuh Latentcooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 199 dim Actual airflow 199 ch Air flow factor 0.014 cf nBtuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 1 Garage 475 13896 3669 199 199 ASHP1 475 13896 3669 199 199 Other equip loads 0 0 Equip.@ 0.91 RSM 3354 Latent cooling 387 TOTALS 1 475 1 13896 1 3741 1 199 1 199 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft` 2023-May-1511:40:29 —.1-1 ,,...,—,<a. 1 Right-Sute®IJnwersal202222.0.07RSL164482 Page ..soft Calulation 122-105-1259,Mark Posner].rup Calc=MJ8 Front Door faces:N Load Short Form Job: 224054259 wrightsoft6 Date: 202241-23 System 1 By. Marcus Moser Dandelion Energy 333 North Bedford Road,Sute 220,Moult Kisco,NY 10549 Phone:833-GEO-4ALL Email:design@dandehonerwgycom Web:wmnvdandelionenergy.com Project • • For: Mark Posner 32 Bonwit Rd,Rye Brook,NY 10573 Design Information Htg Clg Infiltration Outside db(OF) 14 86 Method Blower door Inside db(OF) 72 72 Shielding/stories 3(partial)/2 Design TD(OF) 59 14 Pressure/AVF 50 Pa/1895 t fm Daily range - M Inside humidity(%) 30 50 Moisture difference(grAb) 27 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Enertech Make Enertech Trade Trade Model YT-048 Cond YT-048 AHRI ref Coil AHRI ref Efficiency 0 COP Efficiency 0 EER Heating input 0 kW Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 1790 cfm Actual airflow 1710 clm Air flow factor 0.054 dm/Btuh Air flow factor 0.155 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point=0 OF Backup: In ut=0 kW, Output=0 Btuh, 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) Mim) (cfm) 0 Bath 6 95 1432 204 77 32 0 Bedroom 6 232 844 545 45 84 0 Fitness Room 175 1583 255 85 39 0 Hall/Stair 145 2371 473 127 73 0 Rec.Room 556 3717 721 199 112 1 Bath 5 49 1529 527 82 81 1 Bedroom 4 153 1248 992 67 153 1 Butler 39 2 1 0 0 1 Family Room 349 3741 1791 201 277 1 Foyer/Stair 228 2878 851 154 132 1 Kitchen 372 2077 2045 111 316 1 Living/Dining 298 4275 2147 229 332 1 Mud Room 76 1145 440 61 68 1 Pantry 28 18 4 1 1 EWdiitahc values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. C wrightsoft` 2023-May-15 11:40:29 1, Right-Sute®Uriversal 2022 22.0.07 RSU64482 Page 3 ACCP. ...soft Calcuation[22-105-1259,Mark Posner].np Calc=MJ8 Front Door faces:N 1 PWDR 23 291 60 16 9 0Arts/Storage 520 6221 0 334 0 System 1 3337 33373 11058 1790 1710 Other equip loads 1824 303 Equip.@ 0.91 RSM 10383 Latent cooling 3098 TOTALS 3337 35197 13481 1790 1710 Bolc tta/ic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wrightsoft- 2023-May-1511:40:29 •• - Right-Sate®llriversal 2022 22.0.07 RK 64482 Page 4 soft CalcUabon[22-105-1259,Mark Posner].rup Calc=W8 Front Door faoes:N Load Short Form Job: 22-105-1259 Wrl htsoft" Date: 2022-11-23 System 2 By: Marcus Moser Dandelion Energy 333 North Bedford Road.Sute 220,Mom Kisco,NY 10549 Phone.833-GEO-4ALL Email:design@dandelionenergy.com Web:vAmdandelionenergy.cvm Project • • For: Mark Posner 32 Bonwit Rd,Rye Brook,NY 10573 Design Information Htg Clg Infiltration Outside db('F) 14 86 Method Blower door Inside db(°F) 72 72 Shielding/stones 3(partial)/2 Design TD('F) 59 14 Pressure/AVF 50 Pa/1895 cfm Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Enertech Make Enertech Trade Trade Model BT-036 Cond BT-036 AHRI ref Coil AHRI ref Efficiency 0 COP Efficiency 0 EER Heating input 0 kW Sensible cooling 0 Btuh Heating output 0 Btuh Latent cool i ng 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 1440 cfm Actual airflow 1270 cfm Air flow factor 0.063 cfrnBtuh Air flow factor 0.118 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point=0°F Backup: In ut=4 kW, Output=13550 Btuh, 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) 2 Balcony/Stair 257 2281 632 143 75 2 Bath 2 51 977 407 61 48 2 Bath 3 63 763 681 48 80 2 Bedroom 2 236 1660 998 104 118 2 Bedroom 3 211 2909 1502 182 177 2 Hall 24 265 59 17 7 2 Laundry 64 123 38 8 4 2 Master Bath 176 2646 1759 166 208 2 Master Bedroom 405 4499 1815 282 214 2Attic 291 6849 2860 429 338 Boldlrtalk values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. t wrightsoft- 2023-May-1511,40:29 �, •M••••.•••„•r•.•..«••••,. Right-Sine(Unversal 2022 22.0.07 RSU64482 Page 5 /44CK;K ...soft Calcuabon[22-105-1259,Mark Posner].np Calc=MJ8 Front Door faces:N System 2 1779 22972 10751 1440 1270 Other equip loads 0 0 Equip.@ 0.91 RSM 9826 Latent cooling 2530 TOTALS 1779 22972 12356 1440 1270 BolrYrtallc values have been manually overrkben Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoftm 2023-May-1511:40:29 Right-Sute®Uriversal202222.0.07Rs1164482 Page6 soft Calalabon[22-1051259,Mark Posner].np Calc=MJ8 Front Door faces:N Building Analysis Job: 22-1054259 wrightsolft® g y Date: 2022-11-23 Entire House By. Marcus Moser Dandelion Energy 333 North Bedford Road,Sute 220,Motrt Kisco,NY 10549 Phone:833-GEO-4ALL Email.design@dandelionenergycom Web:www.darideliorierergy.com Project • • For: Mark Posner 32 Bonwit Rd,Rye Brook,NY 10573 Design Conditions Location: Indoor: Heating Cooling Westchester County AP,NY,US Indoor temperature(°F) 72 72 Elevation: 379 ft Design TD(°F) 59 14 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 26.5 36.3 Dry bulb(°F) 14 86 Infiltration: Daily range(°F) - 17 ( M ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/2078 cfm o • Component Btuh/ftz Btuh /°of load Walls 3.3 21034 29.2 Ventilation Glazing 14.5 7196 10.0 Ducts Doors 30.8 7429 10.3 Walls Ceilings 1.8 4730 6.6 Floors 2.7 8197 11.4 Infiltration Infiltration 2.9 13837 19.2 Ducts 7818 10.8 Piping 0 0 Humidification 0 0 Glazing Ventilation 1824 2.5 Floors Adjustments 0 Doors Ceilings Total 72064 100.0 • • • Component Btuh/ftz Btuh %of load Walls 0.8 5191 20.2 Glazing 14.9 7358 28.7 Walls Internal Gains Doors 14.5 3486 13.6 Ceilings 0.7 1737 6.8 Ducts Floors 0.1 285 1.1 Infiltration 0.4 1697 6.6 Infiltration Ducts 3042 11.8 Ventilation 303 1.2 Other Internal gains 2580 10.0 Glazing Ceilings Blower 0 0 Adjustments 0 Doors Total 25679 100.0 Latent Cooling Load=5071 Btuh Overall U-value=0.116 Btuh/ft2--°F, Window/Floor Area=8.3% Data entries checked. wrightsoft- 2023-May-15 11:40:29 ^- °••^ - Right-Sute®lhiversal 2022 22.0.07 RSU64482 Pagel ACCk soft Calcuabon[22-105-1259,Mark Posner].np Calc=MJ8 FrortDoorfaces:N Building Analysis Job: 22-1054259 wrightsoft` gna Date: 2022-11-23 ASHP1 By- Marcus Moser Dandelion Energy 333 North Bedford Road,Sute 220,Mout Kisco,NY 10549 Phone:833-GEO-4ALL Email:design@dandelionenergycom Web:WwWdandelionenergy.com Project Information For: Mark Posner 32 Bonwit Rd,Rye Brook,NY 10573 Design Conditions Location: Indoor: Heating Cooling Westchester CounryAR NY,US Indoor temperature(°F) 72 72 Elevation: 37 ft Design TD(°F) 59 14 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 26.5 36.3 Dry bulb(°F) 14 86 Infiltration: Daily range(°F) - 17 ( M ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1895 cfm • Component BtuhtF Btuh %of load Walls 3.8 1823 13.1 Glazing 14.0 107 0.8 Walls Infiltration Doors 31.6 5307 38.2 Other Ceilings 1.9 181 1.3 Floors 9.5 4521 32.5 Infiltration 3.0 1956 14.1 Ducts 0 0 Piping 0 0 Floors Humidification 0 0 Doors Ventilation 0 0 Adjustments 0 Total 13896 100.0 Component Btuh/ft2 Btuh %of load Walls 1.1 506 13.8 Infiltration Glazing 34.9 267 7.3 Walls Ceilings Doors 14.8 2490 67.9 Ceilings 1.6 158 4.3 Glazing Floors 0 0 0 Infiltration 0.4 248 6.8 Ducts 0 0 Ventilation 0 0 Internal gains 0 0 Blower 0 0 Adjustments 0 Doors Total 3669 100.0 Latent Cooling Load=387 Btuh Overall U-value=0.166 Btuh/ftz-OF, Window/FloorArea=1.6% WARNING:window to floor area ratio=1.6%-less than 5%. wrightsoRa 2023-May-1511:40:29 '�' -� •+ Right-Sute®Universal 2022 22.0.07 RSLI64482 Page 2 soft Calcuation[22-105-1259,Mark Posner].r p Calc=MJ8 Frort Doorfaces:N Building Analysis Job: 22-1064259 wrightsoft® Date: 202241-23 System 1 By. Marcus Moser Dandelion Energy 333 North Bedford Road,Sute 220,Mont Kisco.NY 10549 Phone:833-GEO-4ALL Email design@dandelionenergycom Web:wvmdandelionenergy.00m Project • • For: Mark Posner 32 Bonwit Rd,Rye Brook,NY 10573 Design Conditions Location: Indoor: Heating Cooling Westchester County AP,NY,US Indoor temperature(°F) 72 72 Elevation: 379 ft Design TD(°F) 59 14 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 26.5 36.3 Dry bulb(°F) 14 86 Infiltration: Daily range(°F) - 17 ( M ) Method Blower door Wet bulb(°F) - 72 Shielding/stones 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1895 cfm • Component Btuh/ftz Btuh %of load Walls 3.5 12999 36.9 Ventilation Glazing 14.4 3403 9.7 Ducts Doors 29.1 2122 6.0 Ceilings 2.2 1618 4.6 Walls Floors 1.7 3676 10.4 Infiltration Infiltration 3.0 6320 18.0 Ducts 3236 9.2 Piping 0 0 Humidification 0 0 Ventilation 1824 5.2 Floors Adjustments 0 Glazing!oors Ceilings Total 35197 100.0 Component Btuh/ft2 Btuh %of load Walls 0.8 2886 25.4 Glazing 16.1 3806 33.5 Ventilation Doors 13.6 996 8.8 Walls ntemal Gains Ceilings 0.5 349 3.1 Ducts Floors 0.1 285 2.5 Infiltration 0.4 744 6.5 Infiltration Ducts 333 2.9 Ventilation 303 2.7 Floors Internal gains 1660 14.6 Ceilings Blower 0 0 Doors Adjustments 0 Glazing Total 1113601 100.0 Latent Cooling Load=3098 Btuh Overall U-value=0.066 Btuh/Itz--°F, Window/FloorArea=7.1 % Data entries checked. wrightsoft' 2023-May-1 5 11:4029 Right-Sute®lhrversal 2022 22.0.07 RSU64482 Page 3 soft Calcuation[22-105-1259,Mark Posnerl.rw Calc=MJ8 FrortDoorfaces:N Building Analysis Job: 224054259 wrightsoft® gna Date: 202241-23 System 2 By. Marcus Moser Dandelion Energy 333 North Bedford Road,Sute 220,Mount Kisco,NY 10549 Phone:833-GEO-4ALL Email:design@dandelionenergycom Web:mm.dandelionenergy.com Project • • For: Mark Posner 32 Bonwit Rd,Rye Brook,NY 10573 Design Conditions Location: Indoor: Heating Cooling Westchester County AP,NY,US Indoor temperature(°F) 72 72 Elevation: 379 ft Design TD(T) 59 14 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 26.5 36.3 Dry bulb(°F) 14 86 Infiltration: Daily range(°F) - 17 ( M ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1895 cfm Component Btuh/ftz Btuh %of load Walls 3.9 6212 27.0 Glazing 14.7 3686 16.0 Ducts Doors 0 0 0 Walls Ceilings 1.6 2931 12.8 Floors 0 0 0 Infiltration 3.0 5561 24.2 Ducts 4582 19.9 Piping 0 0 Infiltration Humidification 0 0 Glazing Ventilation 0 0 Adjustments 0 Ceilings Total 22972 100.0 Component BtuhtF Btuh %of load Walls 1.1 1799 16.7 Glazing 13.4 3375 31.4 Walls Internal Gains Doors 0 0 0 Ceilings 0.7 1231 11.4 Floors 0 0 0 Ducts Infiltration 0.4 705 6.6 Ducts 2722 25.3 Ventilation 0 0 Internal gains 920 8.6 Glazing Blower 0 0 Infiltration Adjustments 0 Ceilings Total 10751 100.0 Latent Cooling Load=2530 Btuh Overall U-value=0.214 BtuW-°F, Window/FloorArea=14.1 % Data entries checked. wrightsoft` 2023-May-1511:40:29 ^�•�-• •^•••^•- -., Right-Sute®universal 2022 22.0.07 RSU84482 Page 4 soft Calalabon[22-105-1259,Mark Posnerl.np Calc=MJ8 Front Door faces:N N Below Grade 0 Arts/Storage 0 Bedroom 6 0 Rec.Room 0 Ftness Room 0 Bath 6 0 HaIVStair 0 Storage 0 Mechanical Room Job#: 22-105-1259 Dandelion Energy Scale:1 :102 Performed by Marcus Moser for: Page 1 Mark Posner 333 North Bedford Road,Suite 220 RightSuite®Universal 2022 32 Bonwit Rd Mount Kisco,NY 10549 22.0.07 RSU64482 Rye Brook,NY 10573 Phone:833-GEO-4ALL 20234vay-15 11:40:42 www.dandelionenergy.ccm des gr@a dandefonenergy.com ...n[22-105-1259,Mark Posner].rup N First Floor 1 Bath 5 1 Family Room 1 Kitchen 1 Bedroom 4 1 Butler 1 Mud Room 1 Foyer/Stair 1 Pantry 1 LMng/[Xning 1 PWDR 1 Garage Job#: 22-105-1259 Dandelion Energy Scale:1 :102 Performed by Marcus Moser for: Page 2 Mark Posner 333 North Bedford Road,Suite 220 RightSuiteO Universal 2022 32 Bonwit Rd Mount Kisco,NY 10549 22.0.07 RSU64482 Rye Brook,NY 10573 Phone:833-GEO-4PLL 2023-May-15 11:40:42 www.dandelionenergy.can desOn@dardelorenergy.com n 122-105-1259,Mark Posned.rup rd Second Floor 2 Bath 2 2 Master Bath 2 Bedroom 2 2 Bedroom 3 2 Master Bedroom 2 Bath 3 2 Balcony/Stair 2 Laundry 2 Hall 2 Attic Job#: 22-105-1259 Dandelion Energy Scale:1 :102 Performed by Marcus Moser for: Page 3 Mark Posner 333 North Bedford Road,Suite 220 RightSuiteO Universal 2022 32 Bonwit Rd Mount Kisco. NY 10549 22.0.07 RSU64482 Rye Brook,NY 10573 Phone:833-GEO-4ALL 2023-May-15 11:40:43 www.dandelionenergy.ccm desgn@danJeliorenergy.com ...n[22-105-1259,Mark Posnerl.rup DANDELION RD I C T VE ocT z 2 zoza VILLAGE OF RYE BROOK BUILDING DEPARTMENT Date:10/22/2024 Permit#.MP 23-093 Section.135.50 Block. 1 Lot.84.2 State of New York: SS: County of Westchester: I,Ryan Carda,PE(NY License#: 100136),as design professional or who by reason of his experience is qualified to superintend the work for which a certificate of occupancy is sought,hereby certify that the closed loop geothermal heat pump system installed under the Village of Rye Brook building permit no. MP 23-093 has been constructed to comply with all New York State Building Code requirements,2020 ECCC-NYS;and has been calibrated,tested,and is functioning as designed to manufacturer specifications. I also certify that this installation was completed according to the plans and specifications submitted for building permit no.MP 23-093 Design Professional if NEw Y A 100136 10i22/2024 R�FEssioNP DANDELION Mark posner OCT 2 2 2024 Dandelion 06/06/2024 VILLAGE OF RYE BROOK BUILDING DEPARTMENT Project Information Project Name Mark posner Crew Lead Nick DiCarlo Project number Mark Posner[22-105-1259] Headering Date 06/06/2024 Headering Company Dandelion JHA Head of Safety and Risk: Mark 860-605-6390 Review fusing pipe Silano -Only properly trained personal fusing -Make sure all work is preformed is followed as stated in the tie-in Lookup hospital nearest me https://www.google.com/maps SOP /search/hospital+nearest+me -Welding gloves worn while fusing pipe JHA responsible person/crew Nick DiCarlo -No electrical cords laying in water -Good communication lead -New employees ensure they have a mentor First aid kit available on-site? Yes HAZARDS OR POTENTIAL ACCIDENTS: Improper lifting, back injury, struck by, caught between, burns, damaged tools, eye injury, miscommunication,electrical shock, Fire extinguisher available on- Yes defective tools site? Review housekeeping All crew members are using Yes -Make sure to clean as you go proper PPE per Dandelion -Ensure all walk ways are clear Safety Standards? -Make sure cords are marked in walkways to inform home owner of the trip hazard PPE Dandelion Safety https://dandelionenergy.atlassian. -Clean work place is a safer work area Standards Confluence link net/wiki/spaces/safety/pages HAZARDS OR POTENTIAL ACCIDENTS: /2067660807 Trip hazards, fire hazards, property damage, environmental hazard /PPE+Detailed+Policy+work+in+prog r--c Review any other hazards and safety standards not covered Inspect all tools,and ensure PPE is inspected and replaced as above needed. -Inspect all tools and electrical cords. Date that JHA was reviewed 06/06/2024 -Verify the correct tools are used for the job. and updated -Verify all PPE is the correct type and in good order(OSHA- approved hard hat, safety glasses, high-visibility vest, impact gloves, hearing protection,etc.) Hazards and safety standards Yes -Inspect first-aid kit and all fire extinguishers and replenish/replace were updated and reviewed as needed. each day on the job site? HAZARDS OR POTENTIAL ACCIDENTS: Crew lead _ Improper or incorrect tools, electrical shorts,defective tools, improper �. or incorrect PPE, burns, smashed hand, struck-by,eye injury, fire. Inspect heavy equipment/lading/unloading Nick DiCarlo Page 1 of 46 Report Created:10/22/2024 DANDELION Mark posner Dandelion 06/06/2024 Project Information Project Name Mark posner Crew Lead Nick DiCarlo Project number Mark Posner[22-105-1259] Headering Date 06/06/2024 Headering Company Dandelion JHA Head of Safety and Risk: Mark 860-605-6390 Review fusing pipe Silano -Only properly trained personal fusing -Make sure all work is preformed is followed as stated in the tie-in Lookup hospital nearest me https://www.google.conVmaps SOP /search/hospital+nearest+me -Welding gloves worn while fusing pipe JHA responsible person/crew Nick DiCarlo -No electrical cords laying in water lead -Good communication -New employees ensure they have a mentor First aid kit available on-site? Yes HAZARDS OR POTENTIAL ACCIDENTS: Improper lifting, back injury, struck by, caught between, burns, damaged tools, eye injury, miscommunication, electrical shock, Fire extinguisher available on- Yes defective tools site? Review housekeeping All crew members are using Yes -Make sure to clean as you go proper PPE per Dandelion -Ensure all walk ways are clear Safety Standards? -Make sure cords are marked in walkways to inform home owner of the trip hazard PPE Dandelion Safety https://dandelionenergy.atlassian. -Clean work place is a safer work area Standards Confluence link net/wiki/spaces/safety/pages HAZARDS OR POTENTIAL ACCIDENTS: /2067660807 Trip hazards, fire hazards, property damage, environmental hazard /PPE+Detai led+Policy+work+in+progress Inspect all tools,and ensure PPE is inspected and replaced as Review any other hazards and safety standards not coveredabove needed. -Inspect all tools and electrical cords. Date that JHA was reviewed 06/06/2024 -Verify the correct tools are used for the job. and updated -Verify all PPE is the correct type and in good order(OSHA- approved hard hat, safety glasses, high-visibility vest, impact gloves, hearing protection, etc.) Hazards and safety standards Yes -Inspect first-aid kit and all fire extinguishers and replenish/replace were updated and reviewed as needed. each day on the job site? HAZARDS OR POTENTIAL ACCIDENTS: Crew lead Improper or incorrect tools,electrical shorts, defective tools, improper or incorrect PPE, burns,smashed hand, struck-by, eye injury, fire. )"Az Inspect heavy equipment/lading/unloading Nick DiCarlo Page 1 of 46 Report Created:10/22/2024 -Ensure inspection sheet is filled out and Crew member 1 all defects are reported -Check all fluids -Check to ensure all safety equipment is working properly. -Ensure the proper tie downs and tie down points are being used. Justin Bocchino -Always use a Spotter. -Use good communication. Crew member 2 HAZARDS OR POTENTIAL ACCIDENTS: Hydraulic injection, hose failure, fuel leaks, struck by, tipped Crew member 3 equipment, property damage, improper tie-down, or icy areas Inspect the work area Were there any guests on site No -Walk the area during excavation? -Check dig safe ticket -Make sure area is marked Did any near misses occur? No -Double check for buried lines not marked with home owner -Use underground locator for any unlocated services -Inspect surrounding properties for the potential for remote Did any safety incidents No electrical circuits. occur? HAZARDS OR POTENTIAL ACCIDENTS: Underground tank, line strike, uncovered holes, slip and fall, unmarked electrical lines, unmarked gas lines, unmarked refringent lines. Review excavation operations -Use a spotter -Make sure hand signals or type of communication is clear and understood by the operator and all employees on site. -No electronic devices are to be used while running excavator -Only certified operators running excavator -Ensure all marked areas or located services are hand dug in a 5 foot radius -Keep all water out of trench if possible -Ensure cones, barricade tape, and other means to keep pedestrians out of the work area -If unable to finish work that day inform home owners of the danger area -NO DEEPER THAN 4 FEET in depth for the trench Review cutting casing/poly pipe -Make sure grinding disc being used is the correct type, size, RPM, and guard is installed -Use only OSHA approved goggles, face shield, and ear plugs, and keep area clear of non essential personal -Use proper lifting technique as well as body position -Use proper respirator when cutting poly pipe HAZARDS OR POTENTIAL ACCIDENTS: Improper lifting, back injury, struck by, caught between, eye injury,flying debris, electrical shock, improper body position, miscommunication Pre-Trenching Walk Through Existing cracks in foundation? No Customer signature acknowledging the pre- trenching walkthrough was Homeowner walkthrough of No completed trench path and impact to property Pre-trenching walk through notes(optional) No home owner no GC Page 2 of 46 Report Created:10/22/2024 Grouting Who completed the grouting? Drilling Header Pipe &Trench Distance from building to 70 Damage during trenching? No Loop 1 (ft) Water,sewer/septic or drain No Header pipe diameter(photo 2" line crossed during trenching? of printed pipe label required) Were there any issues during trenching? Minimum 2ft trench depth 4 (photo with tape measure req u i red) Rock excavation required No Building Penetration Building entry point Below Grade Interior stub-out is—12" Yes Exterior penetration seal - Link Seal Penetration location is the Yes before coverage with same as site survey plan? hydraulic cement(photo required) Building penetration notes(optional) Header pipe size specified on 2.0 inch the project plan Pressure Test(After Headering Complete) Was loop pressure test No Confirm no leaks observed No leaks detected completed by the drill crew? Pressure test notes(optional) Maintain 100 psi for 30 min Yes **PHOTO AT START OF 30MINS** Maintain 100 psi for 30 min Yes **PHOTO AT END OF 30MINS** Close Out Were there any design issues No Explanation of why customer did not provide signature(if on the project? applicable) No home owner or GC Damage during trenching? No Close out notes(optional) Page 3 of 46 Report Created:10/22/2024 Customer signature acknowledging the work is complete As-built drawing Page 4 of 46 Report Created:10/22/2024 Pre-Trenching Walk Through/Photos of trench path p _ ., • .. n 6. a 711 - 1 y #_ + - + NLer AF WF JE e e• al•• 1 yl a F r—mr, F � ■ � �� a•- - i3, 'P � �i ✓' ;" # A , •` P k a e rite' 1 Peekskill C1 Trenching Loc:41.0179,-73.6899 Page 5 of 46 Report Created:10/22/2024 gA+ �1 ��,,,r.'• r1 PPF f r l' r r •ti p 4 6 y r Y -' a y� M�♦• - 4 ` p, 1 r - ''. ✓ �/r:�,� r�� � �(•.� a,,. } + t %���4a�ll�1A •.YMr,�.k''^ � 1 -�. �ti. '1,. ,~'+`p.._ .+� yea "r•7f:� y..�.t {� � .n t ALP OF �•J �j II r-h g� ♦is+. } q C AI t e s so • 1 N •i 1 ' •f � 4 y �yi. y i V pry i, i r/jr •,'� 41 �' � - ��� «: 'ta ~ � ~ �� �` ate '\ i roil pull", x. - , ; - a r' t � -_ it c � + ' r / S� �.K '�V �• kU,i in "if 1�rY..hr'}4�4�. t t ;+ ' 'px - ki +! i� y+ v _ •�ea ,a. Pre-Trenching Walk Through/Photos of trench path ANOI _ tli - 1 oil400 �J r� ti i I s� Peekskill C1 Trenching Loc:41.276,-73.9357 Page 11 of 46 Report Created:10/22/2024 Header Pipe&Trench/Header pipe diameter(photo of printed pipe label required) a. low- 4 - 'f ti i - Peekskill C1 Trenching Loc:41.2758,-73.9364 Page 12 of 46 Report Created:10/22/2024 Header Pipe&Trench/Photos of full header pipe starting at the foundation and ending at each borehole(multiple photos) .:A.'All ` • Air' �. — a , L ' Icy, �: fix,. i M • • „r+ ' Y ■ ir dr + 9 ti k I k =L' • T a a 4i 5 4 i L z - Peekskill C1 Trenching Loc:41.0181,-73.6898 Page 13 of 46 Report Created:10/22/2024 ' 1 il� \ I ` 'H`k. A ' l M I•► Header Pipe&Trench/Photos of full header pipe starting at the foundation and ending at each borehole(multiple photos) ,. `A t q 3 -s f in e ti.f S+ r' . • 1 � �I'A r,N% n '� 1 6 t f t. Peekskill C1 Trenching Loc:41.018,-73.6898 Page 15 of 46 Report Created:10/22/2024 + '` f 1' ,•, � � ' i��� + �w ~�F .. f�' f T � .�� i1'r•�r � 'i kAF w Y f: a� • r+ �,�! Tay' r�♦ , � • .y � "* + Header Pipe&Trench/Photos of full header pipe starting at the foundation and ending at each borehole(multiple photos) "YY •rya M` a. is � *l Peekskill C1 Trenching Loc:41.0179,-73.6898 Page 17 of 46 Report Created:10/22/2024 a I � # IF �i r At +�i r sk At N r 1 • t y `W jaw 04 i• � At mkk •-.•� s. rMr. f , If • 1 Header Pipe&Trench/Close up photos of pipe fusion joints 'a fl r i _ s 1 J it r r r ill t � •-:iC F r ` �y lam/t SOL R�1 � VIP 10 'J �r r 1 �T ` F 4 ri t AN ' Id Peekskill C1 Trenching Loc:41.0179,-73.6899 Page 20 of 46 Report Created:10/22/2024 Header Pipe&Trench/Close up photos of pipe fusion joints 'tr4 , F I. <, Ai Y A. ,t t"14 r 44 OF a ,t;-.i��'i� �Yr�s ■' yam„ s Peekskill C1 Trenching Loc:41.018,-73.6899 Page 21 of 46 Report Created:10/22/2024 ` + .A , • W Ir .Aft + •; 4' r p,. 6k Al • a a' R ` x � i lk Afar - + ♦ y. a '�►1 OEM Air AIL 7 - • - s fl�i"�T� --,' _ � �j _ +rid • Ir . / •r ■� Ll `VIP �" -r ' AVII lip Imp r r � � . 1 :,. a ,» ia Gomm • r• fix,`• }a � ,i �� �= ,J •+ �- � l'' P Wig. `.` _ Ir +� � •,a'�; � ��. � Y ':; '�it '', 'w + . .,�� wn1 .r �. -4 �� fvr F. A+• .°�0�!;_a,� � .` .A � � .' r i - '� � - •fit l 14 r :,. a ,» ia Gomm • r• fix,`• }a � ,i �� �= ,J •+ �- � l'' P Wig. `.` _ Ir +� � •,a'�; � ��. � Y ':; '�it '', 'w + . .,�� wn1 .r �. -4 �� fvr F. A+• .°�0�!;_a,� � .` .A � � .' r i - '� � - •fit l 14 r Header Pipe&Trench/Minimum 2ft trench depth(photo with tape measure required) Ln 'r Ol 0,1A qq f y Ak lac ` /�t � � � `'�_" • . { •� ^ F� �` } 'ail � � '� l �. Ln Ilk\r f%k rr Or 14 Page of Report Created:10/22/2024 Header Pipe&Trench/Minimum 2ft trench depth(photo with tape measure required) Ar Ln iL �:. - ✓ �..r~.,f_ ter' �s _ r Y } �+ "• e� S � -� 13 N Peekskill C1 Trenching Page 27 of 46 Report Created:10/22/2024 Header Pipe&Trench/Photo of warning/tracer tape installed in trench a 'I. 1 �► s Peekskill C1 Trenching Loc:41.0179,-73.6899 Page 28 of 46 Report Created!10/22/2024 Building Penetration/Exterior penetration seal-before coverage with hydraulic cement(photo required) 1 ' All Y r r 1 6 . ram, 4 f 1r A 1► i r' i LL Peekskill C1 Trenching Loc:41.0181,-73.6898 Page 29 of 46 Report Created:10/22/2024 - :Fi'��. • � M. - `� ' y of _ - q.�^'•'Rid` ■ ,,g '• ri- Z, y ..F s a/`, • 4 aa� _ .• a Q;.�. t i� .,�� is {' . .ice "� ,� _ �•;a`; • - _ ?ra_��• - jut U,7 IF •mot '� a �z... � S; + ! �`_ fi ,l i Building Penetration/Exterior penetration seal-before coverage with hydraulic cement(photo required) w C4 LO �- - • . /+ F Ch -77 z Al ,'� ,` a�►,�� �1 ,y f, r 11��`'�k F " j fir 9' V- IF ` •i,^� ~jam �� »��rf � \ ���..t�'; f - � 'rF .� �� ,, �` t t 011 �0 'f .1 S S`a l /•_J z .�:�,`�Y dy 4. / Peekskill C1 Trenching Loc:41.0179,-73.6898 Page 31 of 46 Report Created:10/22/2024 Building Penetration/Exterior penetration seal-before coverage with hydraulic cement(photo required) Ste. Ln r - J% C, l {{ t N I Ln 'F { I%LLn V t � s`• i /��' r .r. pia_ S t �� � �: •,� ` r` a ( r ,� � , • ,r� Peekskill C1 Trenching Loc:41.0179,-73.6899 Page 32 of 46 Report Created:10/22/2024 4 -�'t ! •y � tie � � {=�� ;r. .�� • +.` (` `, a �:;",4�s��. r`r. 7 � �r,.. �. tr� • 1 ':try�& i�' • P - �� ti- t t -•5t -f a��: ,'�' �I y- I�t,w,dew >�e. i -40 'if ap ,e e Building Penetration/Wide angle photos of finished interior penetration with hydraulic cement(photo required) p t , •s qO Peekskill C1 Trenching Loc:41.0182,-73.6899 Page 34 of 46 Report Created:10/22/2024 Building Penetration/Interior stub-out is—12" Ow- 1 r F it l Peekskill C1 Trenching Loc:41.0182,-73.6899 Page 35 of 46 Report Created:10/22/2024 Pressure Test(After Headering Complete)/Maintain 100 psi for 30 min**PHOTO AT START OF 30MINS** 11:29 .vI LTE < Today Edit 8:43 AM =0: LIVE iy �r��k•" -_�„� We A Q ._.. �. Peekskill C1 Trenching Page 36 of 46 Report Created:10/22/2024 Pressure Test(After Headering Complete)/Maintain 100 psi for 30 min**PHOTO AT END OF 30MINS** 11 :29 .si LTE Today Edit ... 11:1"1 AM Ca]' LIVE v - Peekskill C1 Trenching Page 37 of 46 Report Created:10/22/2024 Close Out/Backfill to rough grade and site cleanup(photos of entire excavation site required) i X' i r•.. a ,6 'gyp+ 4 Py,. "rah. ..���`�� :.__ ,;,n� ° • � x� c• , s' y i� r i� F �n S, Peekskill C1 Trenching Loc:41.0181,-73.6899 Page 38 of 46 Report Created:10/22/2024 J � ! r j■y�"}iS�� vo 1 # Y d d_.r�yt�•. �g E Close Out/Backfill to rough grade and site cleanup(photos of entire excavation site required) rf .y _ t V�n 3 Peekskill C1 Trenching Loc:41.0181,-73.6898 Page 40 of 46 Report Created:10/22/2024 } j ��r -.:? z°'`� i►� ia. �, . - - ,,.,V -fit-- - ro iT • ij. .•A \LMR tl + l $ -R J�� a F • 1 Close Out/Backfill to rough grade and site cleanup(photos of entire excavation site required) rs �+r - � �' Ufa s �`}��z *=" � ;:'' �� .t. - ti .. S•. 'C r,�v R h T lVs.kK ., l " Peekskill C1 Trenching Loc:41.0179,-73.6899 Page 42 of 46 Report Created:10/22/2024 Close Out/Backfill to rough grade and site cleanup(photos of entire excavation site required) ail� i � 4 t - c :a - Peekskill C1 Trenching Loc:41.0179,-73.6899 Page 43 of 46 Report Created:10/22/2024 4. ) sty 21 17 •!.w, Yeµ:. 1, .iT. ��_ � �..•"`x t'�{�� .. ��Y Via,.!. '" ,:::�,_i�.�� �q.,,... '• ,aa., ":-iC ... ... .' .a-�Y _ r a P • 1 b ab + � � J:: }+a '.:- e �vie'.• "'ii�CCF � 1 Ak t� Palo 400 01 '•�� I'.I��TR11 s_ _ a e 4 =T' lr4d AR t � t As-built drawing i#built drawing photo(explanation as_&% % ID3 © �. z { M 2 / 0 o jf / k 2 } 0 k z 2. (D . � .. } I SO 0 c • (A } � m � [ � � � § 6 . $7¥ _ a o § §k § 2 ( - | ]#: , ! . ! 7 ! - f } ( \ § | _ _ a 2. ;� § � \ } \ }�\ Peekskill gTrenching -73.9359 Page 46 4 46 Report Created:,oz o 1w N f b N NNNq N � C C3.� ■ /� N \ •�• "O 7 a w QI M ~ ■ 00 can a �g o � : o z Ow 0 .$ � hvc ul ono W � cr� cc F- L O H F° 3 o O . u q �- �I Wbi o O z W 010 0 F" w o � O w � O•� C� x o � A 0p0 0 Cn W o � $o •' �O ' C W et M tug a m M q w A F 00 w 0 `o'a 0 C) V 0 w w 1-4 0 ° �2t � 9 � 4� ■ H O Z z UZ � v a Z W � � � ►Ui M a � � o � °qau O z ^ H x .� OG > QrJ � ; � W a00en ww z , u u O � N `n aev ° vva O w z u \ Cf'' a N a W Fr N N o , 00 z L o o .p FNY 7r, ea a. v w a 1►,i/y .a ' gl - w O 1.4 ooa�a� � ..., Z O FS `opS 1 E"y G .� ° � � 'S o .a x � � ,tw BUILDING DEPARTMENTR VILLAGE OF RYE BROOK FEB - 8 2024 938 KING$4REET RYE BROOK,NY 10573 (914)939-0668 F X(914)939-5801 VILLAGE OF RYE BROOK �It,, tf wobk.or BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ON PERMIT #: jo�1-/- l3 Approval Date: Pen-nit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. 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 t Fonn»Cl 05.2 or Fonn 4 tt26.3%or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL=$I00.00/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. /', 4 , XIJIP4I. A' �/ / - Address:92 SPNGVil , AQO /'/ `�`�S 3J,SQ"1 SY, aZon9�� 2. Property Owner: l� //" *117 Address: wr � Phone#: ���"b �- 7�O Q ,C,eII It: T /email: ISW CS 4ttiw' i) "M 3. Contractor: /u�.p /(G L ��+�/J C((�[, aL e Address:�O i/ Phone#: '/7�3�L 06;/ Cell#: email: n�A�/( L/� LEA'(v/ 4. Applicant: YW >1746 � Address:k iel.; ��!/?/Ai' v ,�1 dA1 Phone#: D ��3�©��6 Cell#: emai1: ��% �%O1bx ya ®,N-M 5. Scope of Work:New Installation K-Replacement( )•Remov 1( )•Other( ): 6. List Equipment: 19 7. Location of Equipment: d `e 8. Method of Installation/Removal(list all equipment needed to perform job): 1 3121/19 STATE OF NEW YORK,COUNTY OF WESTC1 ESTER ) as: ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention& Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this 6� day of f ,- V 1(Ci W ,20 2-4 day of �-C�/ru A�5� ,20 Signatures roperty O er Signature of Applicant 1. ave 0 -PG)SVrV- -"- pf J7 Print N§mV of Property Owner Print Name of Applicant )to Public Notary Public Stoo c t� t4&k) .yak ,�' �� i -ems y�� County of W Ex?treS S�llo(2421�p eeem */A 27 2a2� 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. tAUREN WEIXELDORFER NOTARY PUBLIC,STATE OF NEW YORK NATALIE GENODMAN Registration No.011iNCt;4­3J63 NOTARY PUBLIC-STATE OF NEW YORK Qualified in Westchester : )Unty No. O1GE6233807 Commission Expires 141ay'�'';,20& AuatItled in Rockland County My Commission Expires December 27. 20 � 3/21/19 Load Short Form Job: 22-105-1259 - - wrightsoft Date: 2022-11-23 System 1 By. Marcus Moser Dandelion Energy 333 North Bedford Road,Sute 220,MOL"Kisco.NY 10649 Phcru H33-GEO-4ALL Envill dnsiyr ldaixlr;lior e,eryy,com Web.wvnvdarcirdionenergy.rom • InforrrIation For: Mark Posner 32 Bonwit Rd,Rye Brook,NY 10573 1 gn Information Htg Clg Infiltration Outside db(°F) 14 86 Method Blower door Inside db(°F) 72 72 Shielding/stones 3(partial)/2 Design TD(°F) 59 14 Pressure/AVF 50 Pa/1895 cfm Daily range - M Inside humidity(%) 30 50 Moisture difference(grAb) 27 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Enertech Make Enertech Trade Trade Model YT-048 Cond YT-048 AHRI ref Coil AHRI ref Efficiency 0 COP Efficiency 0 EER Heating input 0 kW Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual airflow 1790 cfm Actual airflow 1710 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.155 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point=0°F Backup: In ut=0 kW, Ou ut=0 Btuh,100 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 0 Bath 6 95 1432 204 77 32 0 Bedroom 6 232 844 545 45 84 0 Fitness Room 175 1583 255 85 39 0 Hall/Stair 145 2371 473 127 73 0 Rec.Room 556 3717 721 199 112 1 Bath 5 49 1529 527 82 81 1 Bedroom 4 153 1248 992 67 153 1 Butler 39 2 1 0 0 1 Family Room 349 3741 1791 201 277 1 Foyer/Stair 228 2878 851 154 132 1 Kitchen 372 2077 2045 111 316 1 Living/Dining 298 4275 2147 229 332 1 Mud Room 76 1145 440 61 68 1 Pantry 28 18 4 1 1 BolcKtalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2023-May-1511:40:52 �� Right-Sute®Unversal 2022 22.0.07 RSLI64482 Page 1 ...soft Calcdatlon[22-105-1259,Mark Posnert.rLp Calc=MJ8 Front Door faces.N 1 PWDR 23 291 60 16 9 0 Arts/Storage 520 6221 0 334 0 System 1 3337 33373 11058 1790 1710 Other equip loads 1824 303 Equip.@ 0.91 RSM 10383 Latent cooling 3098 TOTALS 3337 35197 13481 1790 1710 BoWrtalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. W rightsoft'• 2023-May-1 5 11:40:52 ,"� =M :•- Right-Sute®Unversal202222.0.07RSU64482 Page 2 ACCA .soft Calalation)22-105-1259,Mark Posner).np Calc=MJ8 Frord Door faces:N Job: 22-105-1259 -t - wrightsoft Load Short Form Date: 2022-11-23 System 2 By. Marcus Moser Dandelion Energy 333 North Bedford Road,Sule 220.Mou4 Kisco.NY 10549 Plnre 833-GEO-4ALL Enwil des,gngdandehorenergycom Web-wwwdarxielioneriergy.com 111011111 Project • • For: Mark Posner 32 Bonwit Rd,Rye Brook,NY 10573 Design Information Htg Clg Infiltration Outside db(°F) 14 86 Method Blower door 3(partial)/2 Inside db(°F) 72 72 Shielding/stones Design TD(°F) 59 14 Pressure/AVF 50 Pa/1895 ch71 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Enertech Make Enertech Trade Trade Model BT-036 Cond BT-036 AHRI ref Coil AHRI ref Efficiency 0 COP Efficiency 0 EER Heating input 0 kW Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1440 cfm Actual air flow 1270 cfrn Air flow factor 0.063 cfmBtuh Air flow factor 0.118 cfmBtuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point=0°F Backup: In ut=4 kW, Output=13550 Btuh, 100 AFUE ROOM NAME Area Htg load CBIg to d ( )� � �� (ft) (Btuh) 2 Balcony/Stair 257 2281 632 143 75 48 2 Bath 2 51 977 407 61 2 Bath 3 63 763 681 48 80 2 Bedroom 2 236 1660 998 104 118 2 Bedroom 3 211 2909 1502 182 177 2 Hall 24 265 59 17 7 2 Laundry 64 123 38 8 4 2 Master Bath 176 2646 1759 166 208 2 Master Bedroom 405 4499 1815 282 214 2Attic 291 6849 2860 429 338 Boldrifalk values have been manually ovenidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2023-May-15 11 A0:52 - Wrightsoft' Page3 ��. .:..• ... -... Right-SuteUUrrversa12022 22.0.07 RSU64482 A'C� ..soft Calalation[22-105-1259,MarkPosrerl.rup CaIc=MJB Froid Door faces:N System 2 1779 22972 10751 1440 1270 Other equip loads 0 0 Equip.@ 0.91 RSM 9826 Latent cooling 2530 TOTALS 1779 22972 12356 1440 1270 Bddrrtalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2023-May-1511:40:52 Right-SWOD Uriversal 2022 22.0.07 RSU64482 Page 4 �� 9 .softCalala6on[22-105-1259,MarkPos�erJ.np CaIc=MJB Front Doorfaces. N Duct System Summary Job: 22-105-1259 Wf 19rItSCl Date: 2022-11-23 System 1 By. Marcus Moser Dandelion Energy 333NorthBedford Road,Sute220,klotNKis,r.NY105J9Plx�ne 833-GEu--1ALL Eni,ul [1rbupXwda,0e www.danoelionenergy.com rojec,t In •emelition For: Mark Posner 32 Bonwit Rd,Rye Brook,NY 10573 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.40 in H2O 0.40 in H2O Supply/return available pressure 0.200/0.200 in H2O 0.200/0.200 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual airflow 1790 cfm 1710 cfm Total effective length(TEL) 0 ft Suphly BrandWDetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk 0 Arts/Storage h 0 334 0 0 0 Ox 0 ShMt 0 0 0 Baths h 204 77 32 0 0 Ox 0 ShMt 0 0 0 Bedroom 6 C 545 45 84 0 0 Ox 0 ShMt 0 0 0 Fitness Room h 255 85 39 0 0 Ox 0 ShMt 0 0 0 Hall/Stair h 473 127 73 0 0 Ox 0 ShMt 0 0 0 Rec.Room h 721 199 112 0 0 Ox 0 ShMt 0 0 1 Baths h 527 82 81 0 0 Ox 0 ShMt 0 0 1 Bedroom4 C 992 67 153 0 0 Ox 0 ShMt 0 0 1 Butler C 1 0 0 0 0 Ox 0 ShMt 0 0 1 Family Room C 1791 201 277 0 0 Ox 0 ShMt 0 0 1 Foyer/Stair h 851 154 132 0 0 Ox 0 ShMt 0 0 1 Kitchen C 2045 111 316 0 0 Ox 0 ShMt 0 0 1 Livlrg/Diring C 2147 229 332 0 0 Ox 0 ShMt 0 0 1 Mud Room C 440 61 68 0 0 Ox 0 ShMt 0 0 1 PWDR h 60 16 9 0 0 Ox 0 ShMt 0 0 1 Party h 4 1 1 U 0 Ox 0 ShMt 0 0 Boldritalic values have been manually overridden wrightsoft' 2023-May-15 11:40:52 „�,,, .....::.......::............. Rigti-Sute@ Urrversal 2022 22.0.07 RSL164482 Page 1 -� ...soft calcuatlon[22-105-1259.Mark Posnerl.rrp Calc=MJ8 From Door faces. N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb7 Ox 0 334 0 0 0 0 0 Ox 0 ShMt rb12 Ox 0 403 216 0 0 0 0 Ox 0 ShMt rb11 Ox 0 85 39 0 0 0 0 Ox 0 ShMt rb10 Ox 0 45 84 0 0 0 0 Ox 0 ShMt rb1 Ox 0 541 925 0 0 0 0 Ox 0 ShMt rb8 Ox 0 232 210 0 0 0 0 Ox 0 ShMt rb9 Ox 0 149 235 0 0 0 0 Ox 0 ShMt Wrightscoft` 2023-May-1 5 11:40:52 ,^+ --,,_..-...-. Rigll-Sute®Urrversal 2022 22.0.07 RSU64482 Page 2 ...soft CalcUadon[22-105-1259,Mark Posner].np Calc=MJ8 FrontDoorraces N Duct System Summary Job: 22-105-1259 Wrlghtsoft Date: 2022-11-23 System 2 By. Marcus Moser Dandelion Energy 333 North Bedford Road.Suite 220,Mount Kisco,NY 10549 Plrone 833-GE04ALL Email des grYg>darclePo vrt rgy.cnm Web:wwwdandeliorenergy.com Project Information For: Marie Posner 32 Bonwtt Rd,Rye Brook,NY 10573 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.40 in H2O 0.40 in H2O Supply/return available pressure 0.200 10.200 in H2O 0.200 10.200 in H2O Lowest fri cti on rate 0 in/100ft 0 in/100ft Actual airflow 1440 cfm 1270 Cfm Total effective length(TEL) 0 ft SupplyNtail Table Design Htg CA Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) FR (in) (in) Mall Ln(ft) Ln(ft) Trunk 2 Attic h 2860 429 338 0 0 Ox 0 ShMt 0 0 2 Baloorty/stair h 632 143 75 0 0 Ox 0 ShMt 0 0 2 Bath h 407 61 48 0 0 Ox 0 ShMt 0 0 2 Bath C 681 48 80 0 0 Ox 0 ShMt 0 0 2 Bedroom 2 C 998 104 118 0 0 Ox 0 ShMt 0 0 2 Bedroom 3 h 1502 182 177 0 0 Ox 0 ShMt 0 0 2 Hall h 59 17 7 0 0 Ox 0 ShMt 0 0 2 Laundry h 38 8 4 0 0 Ox 0 ShMt 0 0 2 Master Bath C 1759 166 208 0 0 Ox 0 ShMt 0 0 2 Master Bedroom h 1815 282 214 0 0 Ox 0 ShMt 0 0 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matt Trunk rb2 Ox 0 992 848 0 0 0 0 Ox 0 ShMt rb3 Ox 0 448 422 0 0 0 0 Ox 0 ShMt Bold'italic values have been manually overridden %+ Wrightsoft.. 2023-May-1511:40:52 Right-Sute®Universal 2022 22.0.07 RSL164482 Page 3 +� ...soft Calculation f22-105-1259,Mark Posrerl.r p Calc=MA Front Door faces: N N Below Grade 0 Arts/Storage z z 0 Bedroom 6 0 Rec.Room 0 Fitness Room 0 Bath 6 0 HaIBStair ® 0 Storage 0 Mechanical Room Job#: 22-105-1259 Dandelion Energy Scale:1 :102 Performed by Marcus Moser for: Page 1 Mark Posner 333 North Bedford Road,Suite 220 Right-Suite®Universal 2022 32 Bonwit Rd Mount Ksco,NY 10549 22.0.07 RSU64482 Rye Brook,NY 10573 Phone:833-GEO-4ALL 2023-May-15 11:41:00 wwwdandelionenergy.ccm des On@dandeionenergy.com n[22-105-1259,Mark Posner].rup N First Floor 1 Bath 5 1 Family Room z 1 Kitchen 1 Bedroom 4 z 1 Butler 1 Mud Room 1 Foyer/Stair 1 Pantry 1 Living/Dining 0 Ell] z z T 1 PWDR 1 Garage Job#: 22-105-1259 Dandelion Energy Scale:1 :102 Performed by Marcus Moser for. Page 2 Mark Posner 333 North Bedford Road,Suite 220 RightSuite®Universal 2022 32 Bonwit Rd Mount Kisco,NY 10549 22.0.07 RSU64482 Rye Brook,NY 10573 Phone:833-GEO-4ALL 2023-May-15 11:41:00 www.dandelionenergy.corn design@dardelionenag(.com n[22-105-1259,Mark Posner].rup N Second Floor ® 2 Bath 2 2 Master Bath 2 Bedroom 2 2 Bedroom 3 ® Z (. 2 Master Bedroom 2 Bath 3 2 BalconyJStair 2 Laundry 02 Halt 2 Attic z Job#: 22-105-1259 Dandelion Energy Scale:1 :102 Performed by Marcus Moser for: Page 3 Mark Posner 333 North Bedford Road,Suite 220 Right-Suite®Universal 2022 32 Bonwit Rd Mount Kisco,NY 10549 22.0.07 RSU64482 Rye Brook,NY 10573 Phone:833-GEO-4ALL 2023-May-15 11:41:01 www.dandelionenergy.corn desgr@dandefonenergi.com ...n[22-105-1259,MarkPosner].rup NEW YORK ALL-PURPOSE ACKNOWLEDGMENT REAL PROPERTY LAW§309-a State of New York ss. County of MWdt_/'e-1 On the day of -- in the year — before me, Day th Year the undersigned personally appeared " Name of Signer (and )personally known to me or Name of Additional Signer, if Any proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s) ed, executed the instrument. Signot of Notary Public o ary c—State of New York Place Seal Belo OR Complete Lines Below Name of Notary CYNTHIA PALETTA Name of County in Which Originally Qualified Notary Public-State of New York NO. 01PA6282215 Qualified in Westchester County - ---- -- My Commission Expires May 20. 2025 Commission Expiration Date — Name of County in Which Certificate of Official Character Filed(if required) -----._..__.._....._._.—__.........____._._.._.._...._...----..__._.._.._.._..__.--.__-.. OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Docu��mevvn''t�� I J Title or Type of Document: V11114V 4 OQ Document Date:_. .. l� .i..........� _ — Number of Pages: -----— Signer(s)Other Than Named Above:.-_.,.-_..----_______........_.__._. 02020 National Notary Association M1304-15 (11/20) 6 K&M Plumbing & Heating LLC 67 Holland Street Harrison,NY 10528 Phone 914-494-1568 D License #908 MAY 13 2024 VILLAGE OF RYE BROOK BUILDING DEPARTMENT May 8,2024 Village of Rye Brook 938 King Street Rye Brook NY 10573 Re: 32 Bonwit Rd Rye Brook NY 10573 Piped in mega press gas for water heater, dryer and bbq according to all manufacturer specs and take responsibility for all gas piping. John Martorano K&M Plumbing&Heating LLC f •�1 Y'Y �i Y • a!t ✓, 'I -.. � .� •`ems Y Ems` r, mow,'♦'` ,- -ts� \fir "• •��'C l Building Permit Check List&Zoning Analysis oeAddress: 3,Z 22 ov-%W SBL-• SO Zone:'- 1"Z- Use: '1 o Const.Type:-:Z]'!j Other. �-►-s V/ 0 T=o a Submittal Date: "Z Revisions Submittal Dates: t 0 Z Z ( O U Z 2- Applicant: —7� q-:- '1 NatureofWork: (JnaE �Av-1�L�, 1-lp.t-�� W Fr.� .2,5•,�..�: -t Reviews•ZBA: S E P - g 1011 pB. BOT• Other: (� OK ( ) FEES:Filing. Z ST_BP: f S S �.4 O: Flood Plane: Legalization: ( ) (� APP: Dated ✓ Notarized SBL: ✓ Truss I.D.�Cross Connection: ✓ H.O.A.: (✓S ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ) ( ) ENVIRO:Long Shore Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. SURVEY:Dated- �Z�i MO Current: ✓" Archival: Sealed: Unacceptable: ( ) (..YPLANS:DateEWOrkers d: ✓ Sealed Copies: Electronic: ✓ Other (� ( License: Comp:Je Liabili Comp.Waiver. Other. ( ( CODE 753#: 3— - �- O Dated. Lj—a3 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.: Battery:_Other. (� ( ),,PLUMBING::Plans: Permit: -N -Gas:=�—LP Gas: N/A/_ Other. ( (A FIRE SUPPRESSION:Plans: ✓ ermit:_ N/�: Other. vkA.r-� H V.A.C.: Plans: Permit: /1: ( ) ( ) FUEL TANK:Plans: Permit: Fuel T) Other: (� O 2020 NY State ECCC: N/A: Other._ (• ( ) Final Survey Final T-oo: RA/PE Sign- _As-Built Plans: Other. O O BP DENIAL LETTER: C/O DENIAL LETTL, -Ither. O O Other. (AARB mtg.date: �-l Z-Z- approval_ 'notes:_ /1�__ C��?nyEn ( q�71iMg.date t D l 2.approval•_ —notes:— _ PAR P 9 gnq� ( )PB mtg. date: approval• _ _notes: _ afw• REOLMED F.XISIING PROPOSED NOTES Am. L Z, S IT,6 - Circle: l o o y l o Fro= : G S I D If,Z Fr= Front S - dz Sines: l S ti� — ls''��q 41 Main Cov: 1 '� o — � O Accs.Cov: — Ft.H Sb: (I`t — �{ Sd.H Sb: l G 0 GFA: 317 Tot.ir=g: G s t T z Z szz c�k,- < a Imp: S' pk- P lun • Z" Z- ck Height/Stories: -L 4- notes:J—) CT� r'l o N1� N N L(_ 42 - �� �� Residential Building Permit Fee Work Sheet Permit#: Date Issued SBL: Zone: Address: 2, 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 $300.00 x $I5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement= sq.ft.x$65.00 = $ 10 (oA)(p Q- x$I5.00/$I,000.00= $ I U D -L sq. ft.x$300.00= $ x$I5.00/$I'000.00= $ P Fl. = Z �25� sq. ft x $300.00= $ f!317 5�—x$I5.00/$I,000.00= $ fit S: (� Z �� 2nd Fl = sq.ft.x$300.00 = $ gcii S. OJT . x$I5.00/$I,000.00= $ 3`d Fl._ 7 JET§A&x$300.00= $ x$I5.00/$I,000.00 = $ 4a'Fl.= sq... $300.00= $ x$I5.00/$I,000.00= $ Total Sq.Ft.= 5-4A sq.ft. Total Cost= $ ( Z-S9 13 D Total B.P.Fee= $ 1 SCt Total Amount Paid= $ Total Amount Due= $ ,sC!( 4 Date: S E P - 9 2022 Signed: BUILD - MENZE VIL �1 OF RY OOK - 6 2022 938 KING FMR E BRVIMAGETTFR71H BR 4 :9 9-06 �` OOK � � LDING DEPARTMENT r-ocl���. ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record ,and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: ` Date Parcel ID#: rJ.rj�- - _Zone:-I?)^_12, ' Z Proposed Improvement(D ibe in d tail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT The following items must be submitted to the Building Department by the applicant-no exceptions. Property Owner: {� (,l d� �- 5�1�✓� I. ( Completed Application L. ( & Two(2)sets of sealed plans. (one full size {maximum Address: `L &nvo( allowable plan size=36"x 42"} and one I 1"x 17") Phone# ����1 �� a 3. �Two wo(2)copies of the property survey. 4. ( (2) copies of the proposed site plan. AClicant appearing efore the Board: 5. (✓jOne electronic/disc copy of the complete "application materials. 6. (v5 Filing Fee. Address: 7. ( )Any supporting documentation. Phone# �m 8. ( )HOA approval letter. (if applicable) 9. ( )Photographs. Architect/ ` r`1 10.( ) Samples of finishes/color chart. (a sample board or Phone# model may be presented the night of the meeting) - By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions& Procedures, and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this L,�— Sworn to before me this day of 20 day of 1kJ 9 J) 20 y Sig tur rope rty weer Signature of Applicant ,�✓> o S �� Print Name of Property Owner Print Name of Applicant Notary Public Notary Public III Jesus Zapata Notary Public, State of New York No,01 ZA6208380 Qualified in Westchester County Commission Expires June 29, 2025 8/12/2021 BRnv� Village of Rye Brook ML MR .�, Agends FB X SE Architectural Review Board Meeting AC SF Q V�-,�t`�y..� Wednesday,February 15,2023 at 7:30 PM Village Hall,938 King Street JM 1. ITEMS. 1.1. ARB23-007 (Consent Agenda) Joseph Laronga&Susan Eylward 126 North Ridge Street Rooftop solar array. 1.2. ARB23-008 (Consent Agenda) Gerardo Paico Eusebio&Libia Declet 493 Ellendale Avenue Rooftop solar array. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.3. ARB23-009 (Amendment to Prior Approval) Mark Posner&Lauren Posner 32 Bonwit Road Changes to house and garage depths,modify a window and door. Approvals: Motion J CA Second Abstention Aye; Nay;�� Adjournment; Notes 1.4. ARB23-010 DRJ West LLC 32 Lincoln Avenue Expand existing parking court. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 1 of 2 r � 0 • Architectural Review Board February 15,2023 1.5. ARB23-011 Stuart Gelbard&Adrian Gelbard 51 Winding Wood Road Rear one-story addition and new deck. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.6. ARB23-012 Lal Jhangimal&Prisha Parvani 4 Bobbie Lane 2nd story addition and new front portico. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.7. ARB23-013 David Richardson&Alexandra de Vaux Richardson 44 Rock Ridge Drive Rear patio,driveway,walkways and fence. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.8. ARB23-014(Amendment to Prior Approval) 2 Elm Hill LLC 2 Elm Hill Drive-Lot#3 Exterior staircase to basement with guardrail and handrail;additional windows and doors. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: March 15, 2023 Page 2 of 2 BRnv� Village of Rye Brook ML MR OttAgend FB SE 4� Architectural Review Board Meeting AC SF <<� Wednesday,October 19,2022 at 7:30 PM� M� Village Hall,938 King Street J 1. ITEMS: 1.1. #5772 (Consent Agenda) Bruce Rubenstein&Sandra Rubenstein 140 Country Ridge Drive 4'-0"high partial fence. 1.2. #5773 (Consent Agenda) Daniel Wurtzel&Helene Wurtzel 43 Meadowlark Road Rooftop solar array. 1.3. #5774 (Consent Agenda) Michael Ross&Heidi Li 151 North Ridge Street Rooftop solar array. 1.4. #5775 (Consent Agenda) Richard Greenberg&Elizabeth Greenberg 1 Milestone Road Replace decking&railings on existing rear deck. 1.5. #5776 (Consent Agenda) Fernando Rosales&Leslie Rosales 68 Tamarack Road Replace wood tie wall w/masonry and add flagstone to existing steps. 1.6. #5672 (Consent Agenda) G&G Homebuilders Corp 10 Arlington Place Change front and rear doors. (Amendment to Prior Approval) 1.7. #5784(Consent Agenda) Fabricio Denadae&Luciana Chieus do Amaral 110 Brush Hollow Close Legalize conversion of attic to living space-install skylights. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 1 of 4 1 • ' Architectural Review Board October 19,2022 1.16. #5783 Valdet Nikci&Eneida Hoxha 229 Country Ridge Drive Refurbish and expand rear pool coping and patio. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.17. #5766 Mark Posner&Lauren Posner 32 Bonwit Road New one family home w/ finished basement and attached two-car garage. (Amendment to Prior Approval) Approvals: Motion 1� 1'' Second + — Abstention Aye; _ Nay; Adjournment; Notes 1.18. #5785 Paul Snisky&Kelly Snisky 41 Meadowlark Road Rear deck,rear patio,exterior gas line,outdoor kitchen and exterior lighting. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: November 16,2022 Page 4 of 4 Steven Fews From: Lauren Posner <isaacslauren@gmail.com> Sent: Wednesday, May 29, 2024 4:45 PM To: Steven Fews Cc: Luna Landscape Corp; Mark Posner;John DiLuna Subject: Re: 32 Bonwit Rd. Hi. Six month extension for the permit please. Lauren from Luna dropped off the completed permit for the WALL today, so hopefully it has hit your desk. John is working on scheduling finishing the tree stump for next week, and he can chime in if he has additional info. Please give us further information about the requirement to add fencing to the back of the property. Thanks. On Wed, May 29, 2024 at 4:37 PM Steven Fews<SteveFews@rvebrook.org>wrote: Hi,the maximum extension I can give is 6 months. Will it take that long to wrap everything up? How much time are you requesting? How much time to wrap up the wall?Cut the stump and install he fence across the back of the property? Thank You. Steven E. Fews Building Inspector& Fire Inspector Office (914)939-0668 From: Lauren Posner<isaacslauren@gmail.com> Sent:Wednesday, May 29, 2024 4:32 PM To:Steven Fews<Steve Fews @ryebrook.org> Cc: Luna Landscape Corp<office@lunalandscapecorp.com>; Mark Posner<markposner@gmail.com> Subject: Fwd: 32 Bonwit Rd. Hi Steve, 1 Please see my email below from 5/21/24 regarding my request to extend our building permit. We have had a lot of incliment weather which caused delays-and,thus, are asking for an extension. How long is the extension good for? Do you need me to bring in a written notarized request? As soon as I hear back from you, I will gladly stop by the building office. Thank you very much, Lauren On Tue, May 21, 2024 at 3:16 PM Lauren Posner<isaacslauren@gmail.com>wrote: Hi Steve, I hope all is well. I received a call from Laura Peterson today. She let me know that I needed to email you to ask for an extension of our building permit. We have had a lot of weather delays this year! Is the extension period one year? Please let me know the next steps, or if you need anything further from me or my contractor,John DiLuna. Also-Laura brought up the permit for the retaining wall. I believe that project is done. If you need further clarification, please talk to John to close that out. Thanks and have a great day. Lauren 2 ---------- Forwarded message--------- From: Luna Landscape Corp<office@lunalandscapecorp.com> Date:Wed, May 29, 2024 at 4:22 PM Subject: Fwd: 32 Bonwit Rd. To: Lauren Posner<isaacslauren@gmail.com> ---------- Forwarded message--------- From:Steven Fews<SteveFews@rvebrook.org> Date: Wed, May 29, 2024 at 4:21 PM Subject: RE: 32 Bonwit Rd. To: Luna landscape Corp<office@lunalandscapecorp.com> CC: Laura Petersen<LPetersen@ryebrook.org> Good Afternoon, have the homeowner send a request with an explanation of why the extension is needed... Be sure to have the letter in before the actual permit expires to avoid the$500 for each permit. Thank You. Steven E. Fews Building Inspector& Fire Inspector Office (914)939-0668 From: Luna Landscape Corp<office@Iunalandscapecorp.com> Sent:Wednesday, May 29, 2024 3:43 PM To:Steven Fews<SteveFews@ rye brook.org> Subject: 32 Bonwit Rd. Hi Steve, I just stopped by the Building Department in regards to 32 Bonwit Rd. and was told to send you a quick email about 3 extending their Building Permit. We are hoping to extend the permit by 6 months. Please let me know what you need from us. Thank you, Lauren Lauren 28 Jefferson Street West Harrison, NY 10604 office@lunalandscapecorp.com 4 Steven Fews From: Lauren Posner <isaacslauren@gmail.com> Sent: Monday,July 24, 2023 10:52 PM To: Steven Fews Cc: Justin Minieri;Andy Cheung;John DiLuna; Luna Landscape Corp; Mark Posner, Laura Petersen;Tara Orlando; Michal Nowak Subject: Re: PLEASE READ: 32 Bonwit Thank you for your response,Steven. John DiLuna will be calling your office in the morning to discuss the schedule for all of this and book the necessary inspections. Best, Lauren On Mon,Jul 24, 2023 at 5:19 PM Steven Fews<SteveFews@ryebrook.ore>wrote: Good Afternoon Mrs. Posner, my weekend was enjoyable, thanks for asking. Yes, I do remember having a phone conversation with you about the importance of the wall project getting done asap. I will remind you that this wall in disrepair was originally cited and condemned by previous Building Inspector, Michael Izzo last year in May 2022.There is also some email correspondence in the record putting you on notice of this open violation since that date. I hope you can appreciate how patient we have been with you and Mr. Posner in the face of public complaints and justifiable concerns.We have given you ample time to get our drawings in, approvals done and contractor(s) lined up. We also made sure that the permit to do he wall project was issued first, so it could be commenced in the light of the open violation. Now the very thing that we hoped to avoid has happened. The new house project has taken the lead,and the wall project has been put on a backburner so to speak. I do understand that there were some tree encroachment issues,yet the wall repair is time sensitive and must be made a priority. As stated to you and your contractor by phone, I will not let the house go up with construction and the scheduling of inspections without getting the wall done. 1 Having said that, I have decided to make this one exception. Due to the open excavation for the footing pour, your contractor can call to get on the schedule for the footing inspection. However, after that; I must strongly advise you to get the wall work done before continuing the construction on the house or looking to book any further instructions. Thank You. Steven E. Fews Building Inspector& Fire Inspector Office (914) 939-0668 From: Lauren Posner<isaacslauren@gmail.com> Sent: Monday,July 24, 2023 1:05 PM To: Steven Fews<SteveFews@ryebrook.org> Cc:Justin Minieri<trace Pape r@aol.com>; Andy Cheung<Acheung@acengi nee ringpllc.com>; John DiLuna <Lunalandcorp@gmail.com>; Luna Landscape Corp<office@lunalandscapecorp.com>; Mark Posner <markposner@gmail.com> Subject: PLEASE READ: 32 Bonwit Hi Steve, I hope you had a nice weekend. I am following up on a phone conversation you and I had about 10 days ago where we spoke about my project at 32 Bonwit. You and I discussed and agreed on my plan to construct the retaining wall at the back of the property within the next few weeks/ mid-August after the footings were in and foundation was poured. I am wondering what has changed on your end since we spoke? I heard from my contractor today and he said you are not allowing us to have our foundation footing inspection because we have not started on the wall. My team understands time is of the essence here - we are willing to work with the town to get everything done as quickly as possible- especially within reason and logic. My contractor wants to get the foundation in the ground for the safety of our and the neighboring properties so that dirt does not cave in on what has been dug- and there is a danger of that if the footings are not done now-especially considering the amount of rain and the potential for more rain. Because the weather is finally good this week, we would greatly appreciate the opportunity to work on the foundation while it's not raining! I'd like to remind you that we had been delayed last month because the town police stopped permitted work on my project. We were taking down a tree that needed to be removed in order to build the wall. The way in which the issue was resolved was by my agreeing to plant new trees on my neighbor's property (something I was willing to do to keep the peace, be a good neighbor and respect the wishes of the town). We are willing to go so far as to offer a guarantee that the wall will start by a certain date if you allow the footing 2 inspection and the pouring of the foundation this week. We are team players and think that building department should be also -we all want the same thing -to do this as quickly and safely as possible. Please confirm you received this email and looking forward to discussing this further. -Lauren Posner 917-658-4080 3 d s - Michal Nowak From: Michal Nowak Sent: Wednesday, March 1, 2023 11:05 AM To: 'Andy Cheung' Cc: sketchpaper@optimum.net' Subject: RE: 32 Bonwit Rd. - revised plans Hi Andy and Justin, I consulted with the Planner and Attorney and we are all in agreement that the project will have to go to planning as designed due to the regrading and steep slopes work. Please speak with your clients and let me know what way you want to proceed. Code sections referenced are sections 209-b-9, 209-1-c, 209-1-c-4 and 209-113(5)[3]. Your looking at 3 months+/_as march has no Planning Meeting, April for first meeting, Public Hearing in May and hopefully approval. If they want to proceed with the house without the rear yard grading,the dirt will have to be hauled away and we need revised plans to show the drainage and grading which I can turn around in a day or so and give it back to Building Dept. for processing. Please let me know Afkf d J. .Nowc& Superintendent of Public Works And Engineering ISA Arborist Village of Rye Brook 938 King Street Rye Brook,NY 10573 P: 914-939-0753 x 2965 F: 914-939-5801 " ubac,wokfis — k,Preax#f"of tfti, mai'le" From:Andy Cheung<acheung@acengineeringpllc.com> Sent:Wednesday, March 1, 2023 10:52 AM To: Michal Nowak<MNowak@ryebrook.org> Subject: RE: 32 Bonwit Rd. - revised plans Michal, Thanks. Could you please let me know if planning board approval is required for re-grading? If so, I will contact the owners to see if they are willing to wait another 3 months. If not, I will have to revise our plans to remove the re- grading and have all the excavated material trucked off-site. Thanks again for you help. Andy Cheung, P.E. AC Engineering, PLLC i (914) 260-4239 acengi nee ringpllc.com From: Michal Nowak Sent:Tuesday, February 28, 2023 5:10 PM To: Tandy Cheung Subject: RE: 32 Bonwit Rd. - revised plans Thank you Will review tomorrow and let you know where we stand. Mike From: Andy Cheung<acheung@ ace ngineeringpllc.com> Sent:Thursday, February 23, 2023 9:32 AM To: Michal Nowak<MNowak@ryebrook.org> Subject: 32 Bonwit Rd. - revised plans Good Morning Mr. Nowak, As per our discussion yesterday, we have made some modifications and provided additional clarification to the stormwater system in the plans. We have included a grass-lined swale to its own separate infiltration system along the 4:1 slope. We also verified the sanitary sewer elevations and provided invert elevations and checked the slopes of our proposed sanitary sewer line. Please let us know with any additional questions. If none, please let us know the number of hard copies you will need as well as other required forms. Thank you. Andy Cheung, P.E. AC Engineering, PLLC (914) 260-4239 acengineeringpllc.com 2 Laura Petersen From: Laura Petersen Sent: Wednesday, March 22, 2023 2:57 PM To: isaacslauren@gmail.com; Mark Posner Cc: tracepaper@aol.com; acheung@acengineeringpllc.com Subject: Building Permit Application - 32 Bonwit Road Attachments: Fire Suppression Instructions 8.2021.pdf, Fire Suppression Application 3.2023.pdf Good afternoon, The building permit application has been approved by the Acting Building Inspector. Before I can issue the building permit the following items must be submitted to our office; V/1. General contractor's contact name & phone number. V. Copy of general contractor's valid Westchester County Home Improvement License. 3. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) ✓4. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) ✓5. Fire sprinkler application & fee ($75.00 application fee and permit fee $15.00 per / $1,000.00 or a minimum of$100.00) 6. Fire sprinkler contractor's liability insurance (the Village Of Rye Brook must be the / certificate holder) 7. Fire sprinkler contractor's workers compensation on a NY State Board form (C105-2 or 26.3) Y. Building permit fee $18, 90.00 (due once permit is issued and ready for pick-up) VA. Contractor must call UDig NY and get a ticket number. Please also send the estimated cost of construction for the retaining wall permit application. Thank you Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Igetersen@rvebrook.orq 1 APR F,'10 h A nt N'A 103, W. 2 4y • -Z�7-: Ug j6M :177- A6 AO -550 LIM 791 *_% 4�*..�:� 21. 4 r. rr W�v .Z. rr 'P14 KN lelec ,44'2,1li AC�® DATE(MM/DD/YYYY) C" CERTIFICATE OF LIABILITY INSURANCE 03(MMIDD23 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 CONTACT NAME: Aimee Nuara Quinton Insurance PHONE (800)454-1970 Fvc N,: (585)388-9531 2700 Elmwood Ave EMAIL ice ADDRESS: service@quintoninsurance.com INSURERS AFFORDING COVERAGE NAIC/t Rochester NY 14618 INSURERA: ERIE INSURANCE CO 26263 INSURED INSURER B: ERIE INS CO OF NY 16233 Luna Landscape Corp INSURER C: SHELTERPOINT 81434 28 JEFFERSON ST INSURER D: INSURER E: WEST HARRISON NY 10604-2045 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 SUER POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDD MMIDD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE DAMAGE TO RENTED X OCCUR PREMISES Ea occurrence $ 1,000,000 X Primary&Non-Contributory MED EXP(Any one person) s 5,000 A X Contractual Liability Q61-0091595 04/16/2023 04/16/2024 PERSONAL a ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,000 POLICY�X JE� LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILMY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ A OWNED AUTOS ONLY Ix SCHEDULED Q04-6540064 04/16/2023 04/16/2024 BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTYDAMAGE $ AUTOS ONLY AUTOS ONLY Per accident X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 5,000,000 A ExCESSLW6 CLAIMS-MADE 028-6670049 04/16/2023 04/16/2024 AGGREGATE $ 5,000,000 LIED X I RETENTION$ 10000 $ WORKERS COMPENSATION X/ PER OTH AND EMPLOYERS'LIABILITY Y f N /� STATUTE ER B OFFICER/MEMBERANY PROPRIETOR EXCLUDD?PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $ 1,000,000 (Mandatory In NH) 088-6600380 04/16/2023 04/16/2024 If yes,describe under E.L.DISEASE-EA EMPLOYE $ 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 SHORT TERM DISABILITY C PAID FAMILY LEAVE DBL52358 09/20/2022 09/20/2023 STATUTORY LIMITS DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street AUTHORIZED REPRESENTATIVE � Rye Brook,NY 10573 �� ras wc�vr roa I.c.o a.nlc. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD IN W Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a. Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured Luna Landscape Corp (914)906-2310 28 JEFFERSON ST WEST HARRISON, NY 10604-2045 1c. NYS Unemployment Insurance Employer Registration Number of Insured 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) Number 58-2492219 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ERIE INS CO OF NY Village of Rye Brook 938 King Street 3b. Policy Number of Entity Listed in Box"I a' Rye Brook, NY 10573 Q88-6600380 3c. Policy effective period UMA/9119z to rur1Fr,)frog 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"1 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 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: Gordon Quinton (Print name cf autharized representative or licensed agent of insurance carrier) Approved by. A5�� 7i. � r�:�w. 03/22/2023 (S gnaturel (Date) Title: President Telephone Number of authorized representative or licensed agent of insurance carrier: (585)244-9004 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 �—*Ili MAASA-1 OP ID: RB . 111. 03I24/2023 0 CERTIFICATE OF LIABILITY INSURANCE DATE( 412 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 877-242-9600 NAMEACT Central Insurance Agency Central Insurance Agency,Inc. PHONE 877-242-9600 FAX )877-243-8995 PO BOX 1047 (A/C,No,Ezt): (A/C,No): Smithtown,NY 11787 ADORES :Certl ICateS CIa1nSUreS corn Central Insurance Agency INSURERS AFFORDING COVERAGE NAIC# INSURER A:Peleus Insurance Company 34118 INSUREp INSURER B: Maasal Contracting, LLC Kevin Rowe INSURERC: 33 Mountain Brook Drive Cold Spring, NY 10516 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 ILTR NSR TYPE OF INSURANCE DDL UBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS A COMMERCIAL GENERAL LIABILITY iMMIDDffYYYI EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR X GLVO002135 01/01/2023 01/01/2024 DAMAGE TO re $ 100,000 X Errors&Omission 5,000 MED EXP(Any oneperson) S PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: 2,000,000 POLICY❑X JR&- LOC GENERAL AGGREGATE $ 2,000,006 PRODUCTS-COMP/OP AGG S OTHER AUTOMOBILE LIABILITY EOMaBIINEE nDISINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIR D NON WNED PROPERTY DAMAGE AUT S ONLY AUTO ONLY Per accident $ UMBRELLA LIAB H OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE $ DIED RETENTIONS WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N T ATLITE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICEtory in H)EXCLUDED? ❑ N/A (Mandatory in and E.L.DISEASE-EA EMPLOYE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS:VEHICLES (ACORD 101.Additional Remarks Schedule.may be attached if more space is required( Village of Ryebrook is included as an additional insured under the general liability with respect to the liability created by the negligent acts, errors and omissions of the named Insured herein as required by written contract. CERTIFICATE HOLDER CANCELLATION VILLRYE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Ryebrook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 938 Kings Street Ryebrook, NY 10573 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) c 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE h A A A A A 274257834 i MAASAI CONTRACTING LLC , ,t 33 MOUNTAIN BROOK DRIVE Y COLD SPRING NY 10516 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER MAASAI CONTRACTING LLC VILLAGE OF RYE BROOK 33 MOUNTAIN BROOK DRIVE 938 KING STREET COLD SPRING NY 10516 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2157 815-8 78397 08/12/2022 TO 08/12/2023 3/26/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2157 815-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK. EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/MIWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND TT �/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 2989388 U-26.3 -�..sJg; '.�'Y+�sA tk,{s� '�:i,�i"'". Li,�A ° �A 3L',}�.A�`•'�. ,fey b 4 t ��i j`1 (! t�' t� i� 3°5l 42f2� t$;♦d�i�ft'}r ' �° o:.S; f � s#� !l; z's y '.�1 i$ _.•� _,ii1 f1� s �} 4#� a; IPM. y v .4 04 > 0 y N GJ 4tLU :^ tom- � � t;.; o /!'.r. " I �,�• O > LU <tLU Now z qJ, J AE,F A 44 40 r' .� . :J v yxR ITN � •, � ..�',. 6. '*r+r. _'.•'i'..da� � r _, r 3�. �.`F a ssy;'se "'^�.'. t { ,� E 4;4 i 1 Aff vlo 4 A . �Z `iSY""� •. . f '"3'� V 5-�ylxaF.a n �M'tl+ 5 "y�ri�y - Y6 t �. A`OKC7� CERTIFICATE OF LIABILITY INSURANCE DATE 02/02/2024 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 policy0es) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the teens 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 CONTACT FEDERATED MUTUAL INSURANCE COMPANY NAME: CLIENT CONTACT CENTER HOME OFFICE:P.O.BOX 328 A No,Eat):US-333-4949 1 F.C,Nol:507-446A664 OWATONNA MN 55060 ADORE Ss:CLIENTCONTACTCENTER FEDINS.COM INSURERS AFFORDING COVERAGE NAIC/ INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 391-310-0 INSURER B:FEDERATED RESERVE INSURANCE COMPANY 16024 YUKOS MECHANICAL INC INSURER C: 16C HERITAGE DR NEW CITY,NY 10956-5301 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:152 REVISION NUMBER:6 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 POLICY NUMBER fi FF PO CY X OMITS X COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE $1,000,000 CLAIMSHIIADE OCCUR AM a.AGE TO ELATED PREMISES $100 fX)0 MEo EXP(Any one person) $10,000 A N N 6068032 04/04/2023 04/04/2024 PERSONAL S ADV INJURY —3�000 000 DENT.AGGREGATE�LIMIT APPLIES PER: GENERAL AGGREGATE000 f k X POUCY 1�� ❑LOC PRODUCTS S COMPIOP AGO $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S1,000,000 Ea_dsn JANY AUTO BODILY INJURY IPer Person) AOWNED AUTOS CNILY SCHEDULED N N 6068032 04/D4/2023 04/04/2024 BODILY INJURY(PN A.,diefO HIRED AUTOS ONLY NON-OWNEDOS ONLY oOi PERTY!DAMAGE— __ X UMBRELLA UAB X OCCUR EACH OCCURRENCE $9,000,000 A EXCESSLIAB CLAIMS-MADE N N 6068035 04/04/2023 04/04/2024 AGGREGATE $9.000,000 DE7 I X IRETENTION S10.000 WORKERS COMPENSATION AND EMPLOYERS'LIABILITY I X PER STATUTE I DTHER ANY PROPRIETORIPARTNER/EXECUTIVE E.L EACH ACCIDENT $1,000,000 B OFFICERIMEMBER EXCLUDED? N/A N 6068036 04/04/2023 04/04/2024 (Mandatory In NH) E.L DISEASE EA EMPLOYEE $1,000,0()0 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE POLICY LIMIT $1.000,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached it more space,s required) CERTIFICATE HOLDER CANCELLATION 391-310-0 VILLAGE OF RYE BROOK NY BUILDING DEPARTMENT t52 6 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 938 KING ST BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN RYE BROOK,NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE / d © 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(201Bf03) The ACORD name and logo are registered marts of ACORD "l1w Workers' 1........, sTATE Compensation CERTIFICATE OF ; BoardNYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured YUKOS MECHANICAL INC 391-310-0 845-300-6653 16 C HERITAGE DRIVE NEW CITY NY 10956.5327 1c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Onfy required if coverage is speclrical!v J;mited to Id.Federal Employer Identification Number of Insured or Social Security certain locarions in New YorF.State,i.e.,a Wrap-Up Policy) Number 46-3896435 2.Name and Aodress of Entity Requesting Proof of Coverage 3a.Name of Insurance Garner (Entity Being Listed as the Certificate Hoiden) Federated Reserve Insurance Company Village of Rye Brook NY Building Department #152 938 King St 13b.Policy Number of Entity Listed in Box"la" Rye Woo'.,NY 10573-1226 6068036 3c.Policy effective period 04iO4i2023 to 04/0 412 0 24 3d.The Proprietor,Partners or Executive Officers are ❑X included.(Only check oor it ail pa(merslofficers included! ❑ all excluded or certain partnerslofficers 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 eliminate the insured from the coverage indicated on this Certificate.(These notioes 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 agertt,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 after 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 t 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: Colleen Hogan (Prnl name.of aulh(xvad representative or licensed arlan:of irrcuranm raffkw) Approved by: re&e y, zrlee� 02/02/2024 (Signatur (!Tate) Title:Authorized Representative Telephone Number of authorized representative or licensed aqent of insurance carrier: 888.333.4949 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NQT authorized to issue it. C-105.2(9-17) www.wcb.ny gov . e A '�_ � A �_u i � •?z' Fry ._.BI�s�.. ^ '",yF- ,,, A i�Z��(��. iYAr= \ / qg \�iPi -! SIf11/ii f�11;111ji 1 / 1//11151- il ,11/11 -111�/�1� ♦♦ ' v ♦♦ [ Yaj �(t0)► ;;�-tir'S` fl 11.:-a:t s=?; 1 ffi=1.11H11_3fi��.•.I,If/llllil1;i:r _f111111,1} ;=;:.III;/I/;Ilyi�-,� :It,1i1111; -"fils3i :.,.. j ¢z.: 1 11_ sa It 1 SI .•c:' ,11111:. 41C- 411 Cd �? O fix; U L (� •E; �_ :`��' / } W W �G.jI z Q p �a section LL y , �~., : o W Lu m Z v G etc, m o .E M c7 z <co)> . a •3 .r tom•. 73 Co Cc 04 0 co AW commm -r•-'-°,_ IIIII II1i -ice �a-.- IIIIIIIffI': `, 11 1 11 .<a-- 1 _ ate. E 3 g}b4IIIj1111I11�+7p =3LY341ifIII�Ij1 _4��. IIIIIf11IS Ilf/f, •r�-�--- <c O .�, g '. `.,13 ♦• ,E� a�^ai4T :};\�.��u„�Y3i'ARf:..l�/jlj��'r., s 4 IIIIIIII��I` I;��11111f�1�- -. g' ,11/1�, 2► p;�+A� �. v� r z � � O� ""�S'•'SF`��Y( ��'Cf7 '�jyFY u: f �4•��,i � ::y,15•? M1� �iF� ��l c�,:�1♦ }�f h �^i fr`.- j DANDENE-01 CZHANG A��RO CERTIFICATE OF LIABILITY INSURANCE DAT9 8/2 DYYYY) 18/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(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 NOMTACT York International Agency,LLC PHONE FAx 500 Mamaroneck Avenue (A/C,No,Ext):(914)376-2200 (A/C,No):(914)376 2891 Suite 220 E-MA'L .certificate@yorkinti.com Harrison, NY 10528 INSURERS AFFORDING COVERAGE NAIC# INSURER A:Hamilton Insurance Designated Activity Company INSURED INSURER B: Dandelion Energy,Inc. INSURER C: 333 N Bedford Rd,Suite 220 INSURERD: Mount Kisco, NY 10549 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 VVITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER M/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE a OCCUR ENVPKGH1803226 9/8/2022 9/8/2023 DAMAGE TO RSES(EaENTED occurrenrel $ 50,000 MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY PE°T LOG PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS WN BODILY INJURY Per accident $ ALTOS ONLY AUTO ONLY Moo acEciRdent AMAGE $ $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STA R ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,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) 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 ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE ,I P , � ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD YORK STATE COMPeglSa�.NI Board CERTIFICATE OF ..;_. Y--a NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured ADP TotalSource CO XXIII,Inc. 8334364255 5800 Windward Parkway Alpharetta,GA 30005 1c.NYS Unemployment Insurance Employer Dandelion Energy Inc Registration Number of Insured 45-17531 7 333 N BEDFORD RD Mt Kisco,NY 105490000 toll.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) 821328341 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New Hampshire Insurance Co. Village of Rye Brook 3b.Policy Number of Entity Listed in Box"1 a" 938 King Street WC 053438474 NY Rye Brook,NY 10573 All worksite employees working for Dandelion Energy Inc paid under ADP TOTALSOURCE,INC's payroll,are covered under the above stated policy. 3c. Policy effective period 07/01/2022 to 07/01/2023 3d.The Proprietor,Partners or Executive Officers are Included.(Onlycheck box if all partners/officers included) all excluded or certain partnerstofficers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above fit box"la"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 1F 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 boa"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: Michael Price (Print name of aut d representative or licensed agent of insurance carrier) Approved by: l c n�"�� a 20-JuN-2022 (Signature) (Date) Title: CEO North America Telephone Number of authorized representative or licensed agent of insurance carrier: 866-2374079 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) Certificate Number: www.wcb.ny.gov Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, September 24, 2024 6:40 AM To: Steven Fews Subject: Message from UDig NY ****EMERGENCY**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 09/24/2024 06:39 To: VIL RYE BROOK PRIMARY Transmitted: 09/24/2024 06:39 00001 Ticket: 09244-000-045-00 Type: Emergency Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: BONWIT RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: BOTH SIDES OF THE ROAD TO THE FRONT OF THE HOUSE NearSt: Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: REPLACE WATER SERVICE Estimated Work Complete Date: 09/24/2024 Depth of excavation: Site dimensions: Start Date and Time: 09/24/2024 06:39 Must Start By: 09/24/2024 ------------------------------------------------------------------------------ Contact Name: DIMITRI QUINN Company: SUEZ WATER, WESTCHESTER Addrl: 2525 PALMER AVE Addr2 City: NEW ROCHELLE State: NY Zip: 10801 Phone: 914-383-6285 Fax: Email:jason.figueroa@suez-na.com Field Contact: DIMITRY QUINN Alt Phone: 914-383-6285 Email: dimitry.quinn@veolia.com Working for: ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. EMERGENCY, CREW IS ON WAY TO SITE NOW, THIS IS A THREAT TO LIFE/PROPERTY/VITAL UTILITY. Lookup Type: PARCEL ------------------------------------------------------------------------------ 1 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday,April 24, 2023 2:02 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 04/24/2023 13:59 To: VIL RYE BROOK PRIMARY Transmitted: 04/24/2023 14:01 00003 Ticket: 04243-002-549-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: BONWIT RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: WORKING 25 FT FROM EDGE OF ROAD TO CENTER OF PROPERTY NearSt: CARLTON LN Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: NEW HOME CONSTRUCTION, FOUNDATION WORK Estimated Work Complete Date: 07/01/2023 Depth of excavation: 7 FEET Site dimensions: Length 50 FEET Width 45 FEET Start Date and Time: 04/27/2023 07:00 Must Start By: 05/11/2023 ------------------------------------------------------------------------------ Contact Name: JOHN DILUNA Company: LUNA LANDSCAPE Addrl: 28 JEFFERSON ST Addr2: City: WEST HARRISON State: NY Zip: 10604 Phone: 914-428-3317 Fax: Email: lunalandcorp@gmail.com Field Contact: JOHN DILUNA Alt Phone: 914-428-3317 Email: lunalandcorp@gmail.com Working for: MARK AND LAURA POSNER ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 1 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, March 27, 2023 2:43 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 03/27/2023 14:42 To: VIL RYE BROOK PRIMARY Transmitted: 03/27/2023 14:42 00007 Ticket: 03273-002-019-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: BONWIT RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: WORKING 25FT FROM THE EDGE OF THE ROAD CENTER OF PROPERTY NearSt: CARLTON LN Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: NEW HOME CONSTRUCTION, FOUNDATION WORK Estimated Work Complete Date: 06/03/2023 Depth of excavation: 7 FEET Site dimensions: Length 50 FEET Width 45 FEET Start Date and Time: 04/03/2023 07:00 Must Start By: 04/17/2023 ------------------------------------------------------------------------------ Contact Name: JOHN DILUNA Company: LUNA LANDSCAPE Addrl: 28 JEFFERSON ST Addr2: City: WEST HARRISON State: NY Zip: 10604 Phone: 914-428-3317 Fax: Email: lunalandcorp@gmail.com Field Contact: JOHN DILUNA Alt Phone: 914-428-3317 Email: lunalandcorp@gmail.com Working for: MARK AND LAURA POSNER ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR i Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, September 5, 2024 4:36 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 09/05/2024 16:35 To: VIL RYE BROOK PRIMARY Transmitted: 09/05/2024 16:35 00002 Ticket: 09054-002-301-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: BONWIT RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: BOTH SIDES OF THE ROAD TO THE FRONT OF THE HOUSE NearSt: CARLTON LN & CARLTON LN Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: U Work Type: NEW WATER SERVICE Estimated Work Complete Date: 09/10/2024 Depth of excavation: Site dimensions: Start Date and Time: 09/10/2024 07:00 Must Start By: 09/24/2024 ------------------------------------------------------------------------------ Contact Name: KATHERINE CAMARGO Company: SUEZ WATER, WESTCHESTER Addrl: 2525 PALMER AVE Addr2: City: NEW ROCHELLE State: NY Zip: 10801 Phone: 914-637-5302 Fax: Email: katherine.camargol@veolia.com Field Contact: DIMITRI QUINN Alt Phone: 914-383-6285 Email:jason.figueroa@suez-na.com Working for: ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/WSCHSTR CONED SUEZ WTR WESTCHESTER 1 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday,June 3, 2024 12:39 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 06/03/2024 12:39 To: VIL RYE BROOK PRIMARY Transmitted: 06/03/2024 12:39 00049 Ticket: 06034-001-751-00 Type: Regular Previous Ticket: 05204-002-571-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: BONWIT RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: REAR OF PROPERTY NearSt: CARLTON LN Means of Excavation: DRILL RIG, EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: U Work Type: WELL DRILLING, TRENCHING Estimated Work Complete Date: 06/06/2024 Depth of excavation: 450 FEET Site dimensions: Length 60 FEET Width 60 FEET Start Date and Time: 06/06/2024 07:00 Must Start By: 06/21/2024 ------------------------------------------------------------------------------ Contact Name: KRISTEN GAWINSKI Company: DANDELION ENERGY, PEEKSKILL Addrl: 1 CORPORATE DR Addr2: City: PEEKSKILL State: NY Zip: 10566 Phone: 833-436-4255 x2 Fax: Email: scheduling@dandelionenergy.com Field Contact: DANDELION ENERGY Alt Phone: 833-436-4255 Email: scheduling@dandelionenergy.com Working for: DANDELION ENERGY ------------------------------------------------------------------------------ Comments: NEW CONSTRUCTION - DRILLING 2 GEOTHERMAL BOREHOLES IN REAR OF PROPERTY AND TRENCHING INTO THE FOUNDATION ON LEFT SIDE OF PROPERTY WHEN FACING HOME FROM BONWIT ROAD Lookup Type: MANUAL ------------------------------------------------------------------------------ 1 Members: ALTICE USA BELL-VALHALLA/WSCHSTR CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, May 20, 2024 3:43 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 05/20/2024 15:42 To: VIL RYE BROOK PRIMARY Transmitted: 05/20/2024 15:42 00042 Ticket: 05204-002-571-00 Type: Regular Previous Ticket: 10243-000-671-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: BONWIT RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: REAR OF PROPERTY NearSt: CARLTON LN Means of Excavation: DRILL RIG, EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: U Work Type: WELL DRILLING, TRENCHING Estimated Work Complete Date: 05/23/2024 Depth of excavation: 450 FEET Site dimensions: Length 60 FEET Width 60 FEET Start Date and Time: 05/23/2024 07:00 Must Start By: 06/07/2024 ------------------------------------------------------------------------------ Contact Name: KRISTEN GAWINSKI Company: DANDELION ENERGY, PEEKSKILL Addrl: 1 CORPORATE DR Addr2: City: PEEKSKILL State: NY Zip: 10566 Phone: 833-436-4255 x2 Fax: Email: scheduling@dandelionenergy.com Field Contact: DANDELION ENERGY Alt Phone: 833-436-4255 Email: scheduling@dandelionenergy.com Working for: DANDELION ENERGY ------------------------------------------------------------------------------ Comments: NEW CONSTRUCTION - DRILLING 2 GEOTHERMAL BOREHOLES IN REAR OF PROPERTY AND TRENCHING INTO THE FOUNDATION ON LEFT SIDE OF PROPERTY WHEN FACING HOME FROM BONWIT ROAD Lookup Type: MANUAL ------------------------------------------------------------------------------ 1 Members: ALTICE USA BELL-VALHALLA / WSCHSTR = CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR z Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday, April 24, 2024 8:37 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 04/24/2024 08:37 To: VIL RYE BROOK PRIMARY Transmitted: 04/24/2024 08:37 00003 Ticket: 04244-000-574-00 Type: Regular Previous Ticket: 04164-001-623-01 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: BONWIT RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: ENTIRE PROPERTY. BOTH SIDES OF THE STREET INFRONT OF HOUSE #32. NearSt: Means of Excavation: BACKHOE, ROAD SAW, HAND TOOLS Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: GAS SERVICE INSTALL Estimated Work Complete Date: 04/29/2024 Depth of excavation: Site dimensions: Start Date and Time: 04/29/2024 07:00 Must Start By: 05/13/2024 ------------------------------------------------------------------------------ Contact Name: PAT BUETI Company: GIANFIA CORP Addrl: 179 BRADY AVE Addr2: City: HAWTHORNE State: NY Zip: 10532 Phone: 914-358-4601 Fax: Email: pbueti@gianfiacorp.com Field Contact: PAT BUETI Alt Phone: 914-391-7378 Email: pbueti@gianfiacorp.com Working for: CONSOLIDATED EDISON COMPANY OF NEW YORK ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED SUEZ WTR WESTCHESTER 1 VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Friday,April 19, 2024 7:02 AM To: Steven Fews Subject: Message from UDig NY ****LATE**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 04/19/2024 07:01 To: VIL RYE BROOK PRIMARY Transmitted: 04/19/2024 07:01 00001 Ticket: 04164-001-623-01 Type: Late Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr= From: 32 To: Name: BONWIT RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: ENTIRE PROPERTY. BOTH SIDES OF THE STREET INFRONT OF HOUSE #32. NearSt: Means of Excavation: BACKHOE, ROAD SAW, HAND TOOLS Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: GAS SERVICE INSTALL Estimated Work Complete Date: 04/19/2024 Depth of excavation: Site dimensions: Start Date and Time: 04/19/2024 07:00 Must Start By: 05/03/2024 ------------------------------------------------------------------------------ Contact Name: PAT BUETI Company: GIANFIA CORP Addrl: 179 BRADY AVE Addr2: City: HAWTHORNE State: NY Zip: 10532 Phone: 914-358-4601 Fax: Email: pbueti@gianfiacorp.com Field Contact: PAT BUETI Alt Phone: 914-391-7378 Email: pbueti@gianfiacorp.com Working for: CONSOLIDATED EDISON COMPANY OF NEW YORK ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER 1 VIL RYE BROOK WESTCHESTER CTY SWR z Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday, March 13, 2024 1:47 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 03/13/2024 13:47 To: VIL RYE BROOK PRIMARY Transmitted: 03/13/2024 13:47 00002 Ticket: 03134-001-252-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: BONWIT RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK ANY UTILITY ON PROPERTY NO MATTER EXCAVATION AREA PLEASE NearSt: MOHEGAN LN Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: EXCAVATION FOR DRYWELLS Estimated Work Complete Date: 03/25/2024 Depth of excavation: 5 FEET Site dimensions: Length 25 FEET Width 6 FEET Start Date and Time: 03/18/2024 07:00 Must Start By: 04/01/2024 ------------------------------------------------------------------------------ Contact Name: JOHN DILUNA Company: LUNA LANDSCAPE Addrl: 28 JEFFERSON ST Addr2: City: WEST HARRISON State: NY Zip: 10604 Phone: 914-428-3317 Fax: Email: lunalandcorp@gmail.com Field Contact: JOHN DILUNA Alt Phone: 914-428-3317 Email: lunalandcorp@gmail.com Working for: LAUREN AND MARK POSNER ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 1 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, March 5, 2024 2:52 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 03/05/2024 14:48 To: VIL RYE BROOK PRIMARY Transmitted: 03/05/2024 14:52 00002 Ticket: 03054-001-379-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: BONWIT RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK OUT THE FRONT PROPERTY NearSt: Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: EXCAVATION FOR DRYWELLS Estimated Work Complete Date: 03/08/2024 Depth of excavation: 5 FEET Site dimensions: Length 25 FEET Width 6 FEET Start Date and Time: 03/08/2024 07:00 Must Start By: 03/22/2024 ------------------------------------------------------------------------------ Contact Name: JOHN DILUNA Company: LUNA LANDSCAPE Addrl: 28 JEFFERSON ST Addr2: City: WEST HARRISON State: NY Zip: 10604 Phone: 914-428-3317 Fax: Email: lunalandcorp@gmail.com Field Contact: JOHN DILUNA Alt Phone: 914-428-3317 Email: lunalandcorp@gmail.com Working for: LAUREN AND MARK POSNER ------------------------------------------------------------------------------ Comments: PLEASE MARK OUT THE FRONT PROPERTY Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA /WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 1 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, October 24, 2023 9:58 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 10/24/2023 09:58 To: VIL RYE BROOK PRIMARY Transmitted: 10/24/2023 09:58 00002 Ticket: 10243-000-671-00 Type: Regular Previous Ticket: 10113-001-445-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: BONWIT RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: REAR OF PROPERTY NearSt: CARLTON LN Means of Excavation: DRILL RIG, EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: U Work Type: WELL DRILLING, TRENCHING Estimated Work Complete Date: 10/27/2023 Depth of excavation: 450 FEET Site dimensions: Length 60 FEET Width 60 FEET Start Date and Time: 10/27/2023 07:00 Must Start By: 11/13/2023 ------------------------------------------------------------------------------ Contact Name: KRISTEN GAWINSKI Company: DANDELION ENERGY, PEEKSKILL Addrl: 1 CORPORATE DR Addr2: City: PEEKSKILL State: NY Zip: 10566 Phone: 833-436-4255 x2 Fax: Email: scheduling@dandelionenergy.com Field Contact: DANDELION ENERGY Alt Phone: 833-436-4255 Email: scheduling@dandelionenergy.com Working for: DANDELION ENERGY ------------------------------------------------------------------------------ Comments: NEW CONSTRUCTION - DRILLING 2 GEOTHERMAL BOREHOLES IN REAR OF PROPERTY AND TRENCHING INTO THE FOUNDATION ON LEFT SIDE OF PROPERTY WHEN FACING HOME FROM BONWIT ROAD Lookup Type: MANUAL ------------------------------------------------------------------------------ 1 I Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday, October 11, 2023 12:37 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 10/11/2023 12:36 To: VIL RYE BROOK PRIMARY Transmitted: 10/11/2023 12:37 00006 Ticket: 10113-001-445-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State- NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: BONWIT RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: REAR OF PROPERTY NearSt: CARLTON LN Means of Excavation: DRILL RIG, EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: U Work Type: WELL DRILLING, TRENCHING Estimated Work Complete Date: 10/16/2023 Depth of excavation: 450 FEET Site dimensions: Length 60 FEET Width 60 FEET Start Date and Time: 10/16/2023 07:00 Must Start By: 10/30/2023 ------------------------------------------------------------------------------ Contact Name: KRISTEN GAWINSKI Company: DANDELION ENERGY, PEEKSKILL Addr1: 1 CORPORATE DR Addr2: City: PEEKSKILL State: NY Zip: 10566 Phone: 833-436-4255 x2 Fax: Email: scheduling@dandelionenergy.com Field Contact: DANDELION ENERGY Alt Phone: 833-436-4255 Email: scheduling@dandelionenergy.com Working for: DANDELION ENERGY ------------------------------------------------------------------------------ Comments: NEW CONSTRUCTION - DRILLING 2 GEOTHERMAL BOREHOLES IN REAR OF PROPERTY AND TRENCHING INTO THE FOUNDATION ON LEFT SIDE OF PROPERTY WHEN FACING HOME FROM BONWIT ROAD Lookup Type: MANUAL ------------------------------------------------------------------------------ 1 Its RE Z E� y Its 0 b4 0.; 't3 O Ci av�a a� Lu Z N co N �O LU 0 N a o, a a a a h x W O Z 0 O U m� w .� - 44, M MR H C PA CQ 1 ron W N "_I iWi�yy •N Iq�a - _� cS M h Gch^� 'O�Qm + II I� .a No h m_ 3 it Q hQ2C G� a _ C) rx = o12, op Q As halt Curb m p--- , Edge of Asphalt Asphalt Curb of 24" RCP phal� `—'.,.. _- n' 02 B ONWIT ROAD 5�--_S-_5 S --S S J Si[+_____��S-'S-'S S-7Z S 63.7Ci Dro Curb 763. c h a 1 63.3 .. Ett; Edge ofA$phalt .o h 6 e. a 11 11� ,3. m . t Asphpjt�� " '_, 4 Curb pGZ=o o O 0 0 a N N NN N NON � N N "2' o� ull Q) u C boo vi U3 Yi61) 6 � r ,L LEZ Ux > W z N4 N M N U` F O J a VILLAGE OF RYE BROOK—TOWN OF RYE SEC Tax �4; 103.00' 1N3W1 ON1411n9 N 82'33'30" W L�aMS13M:i : O 0 L 4E& h � 83S co 00 co F—Lot L-29� s1.o' Tax F—Lot L4.2J Tax Co F Lot 16.V ( Lott L R4.1 14.0' 'r 1 77 L= —1 3.3' / a° ai ai N 0 in 6.0' 16.1. of 6.3' ri 17.5' n ,� M s.o' �, ( Lot \ 25.7' a; 76 I Lot 1 4.0'r+ Poured Y �5.0' 78/ o `° aj Concrete N I` M Foundation 5.D-0 I 4.0' ( House / 32 ) h 0 (In course of construction) 8 5 26.3'--� (6 Top of Foundation Els-1f13.20 38.7' �\ W tJ� 16.1' N 10 �1 17.3' `n O z 1.s' to 3 �26.3' N O0 S O 0 4 M (D CV D .00 f� rn 581.75 i� Q" (Foreshortened) R=250.00' Bonwit FOUNDATION SURVEY AT 32 BONWIT ROAD, TYE BROOK _ l August 22, 2°2� _ THE MUNSON COMPANY 9 NORTH GOODWIN AVENUE N. Y.s License 50054-2 THESE PREMISES BEING LOT 77 AS SHOWN ON E LM S FO R D, N.Y. A MAP ENTITLED "SUBDIVISION MAP OF SECTION THREE, PINE RIDGE," FILED JUNE 26, 1958 AS 10523 COUNTY CLERK MAP No. 11525 Scale 1 „=30' "Unauthorized alterations or additions to a survey map Is a violation UNDERGROUND PIPES, WIRES, STRUCTURES, of section 7209, sub—divislon 2, of the New York State Education Low." "Only copies of the original survey marked with the land surveyor's ETC., IF ANY ARE NOT SHOWN Inked or embossed seal shall be considered a true and valid copy." See J-4567.dwg J-4577 VILLAGE OF RYE BROOK—TOWN OF RYE SECTION 135.50 N 82'33'30" W TeX 1 14� 103.00' BLOCK 1 1 ❑ o—o C, Concrete Block Wall Railroad Tie ❑ V I n Yl S-2.9' Fence N-4.4' �t S-2.9' LOT 84.2 00 u w-7.9' N-s.1'I C6 E-0.5' 00 I Tax Tax o FLot IT 0_t ] I L84.2J L_29__j I T Lot 1 > L-1-J ,77 � Cultec Tax I 2' ITot ] — - L 8 4. T oRoofed Flagstone _ =o v Patio > U� 1 Window Lot 1 N n Well 9.33' n v ,a q / C# vi 25.58, Lot 1 3x o Plastic W-1.5' ` 78 o# n N Cop 3 2 Story Frame Flog, # House Porch 26.3' Row of N 32 --i Arborvitae E Sill m Door 8.50' 38.75' Ele"163.60 --{8 W G Sewer _ Flag, Porch In � Flag.F-AU 16'1' Go Cleanout "i 22,27' w Step -J W Meter Garage Floor G=162.72 S m Elev=163,00 181.19 CD __ Drain CV Trough Drains Inlet 0 0 � w u o Z o o mo i_c�� sar.75- � Util Q ity Electric Water �`'J - Pole Meter Valve m D ehorfened) nc . o EC 1 t ra Blacktop Curb Stone Curb dC� _LAGE OF RYE BROOK B O n W l t 90 !It_DING DEPARTMENT - --- SURVEYED AS IN POSSESSION August 22, 2023 THE MUNSON COMPANY �-✓ Brought To Dole Nov. 7, 2024 9 NORTH GOODWIN AVENUE N.Y. . License 5005,,(-2 THESE PREMISES BEING LOT 77 AS SHOWN ON ELMSFORD, N.Y. A MAP ENTITLED "SUBDIVISION MAP OF SECTION THREE, PINE RIDGE," FILED JUNE 26, 1958 AS 10523 COUNTY CLERK MAP No. 11525 Scale 1 "=30' "Unauthorized alterations or additions to a survey map Is a violation UNDERGROUND PIPES, WIRES, STRUCTURES, of section 7209, sub-division 2, of the New York State Education Low." ETC., IF ANY ARE NOT SHOWN "Only copies of the original survey marked with the land surveyor's Inked or embossed seal shall be considered a true and valid copy.* See J-4567.dwg J-4577 0 Ld t17 t.a..i {f 'cn ui mt� U >: i r <� <cn <w uj � <M owwC w<0 Ci% Of LLi<td pw _ C) CD _j LLJ ) <M <ry_ t�-mLIJ vi tom» w v2 C� < c gC h- - cnca U-J> — LLJ c - LL— V) w CK w `�1 I. Ld 0 w m uj c.a == ry �� V) w o C F-- LL) Q —r n n CD C'L LLJU- 0 C7 F - LLJ V) F- Lai -_.1 �C J Lt1 r ► p i� O F c i� Mom'='® w �' -i < n- Lij n Zr CL C a -17 �71� ME< V)F--LL,iLa..t 0C)I--<< w LIJ U O F- '� Q° U J Q CD cr- �^ � 0 w n V) LLJ 3::LLJ � Q C] 8 UJ [7U f 1 Q u- w (n ;z uj i"`J C:r _ J E J z� Q LLJ CJ= gym w Q CL W its m ESQ Z w (Al Q = M -LE.i {n w w - J M _J � '� � 0 3GQR�Q°'i LLJ L' 0 Z CCawl= (! QQ 2:P=QV) �C)moa0CL w V)0Q )' M- CK C>J F CT �(kQrw Q. i\f _a�CfaCa <p uj 6 <w X �Lt! R: � J uj )�F w x+ U- -crsJ.a.J cwi> aw crap w ¢Z Ld w rs ate ¢ F ,� Q w cv X� a w ¢c5 ¢ JLI JJC) < vLIJ LLJ rrimF J^ Fa Lj IA J 00 T- — ry L ck✓ CL w n, V) C LU CD V) {C 2r C.L.. V) m > V)CL > F� V) ��W N CD - W W C/-? CD CD Imo.. LLJ o L LLJ Ld Ld� CD LLJ m n-- m 0 0� 4-/ � � {���^��J ' LIJ Lj-j W : . El- rr- Mi MELL1 D- C�LLJ LL- Q (D CCD CCD V) z�z o Q (Wj � i2 � L L i <[ n CL C) Z Ll < 0 Ld C) iy LLJ M < ¢ awl Of i— ry CJ � Lx- LLJ vi a Vi n _J N C-4 N r. C) ry wO ry <� a n W < V) Ls t CO Co tJ� O i i I i I i F r 1 c 1 < w w �C w ry (!) y d © LIJ . _..i - >- C3LIJ to _ CJ n, V) � a LL- ��- Q V) o W w F- a F- N z E---1 V)� LLJ` � � LLJ �. Q C3 F- U- L J L L m� to V) F- L% � L LJ Co 0 CC3 t JJ F- V) L LJ F�.. = cn N LLJ X � a� 00 n M CJC3 r L- twp 0 LLJ. � LLJ 0 cn o- LL_ 1, C)- r") C) w LJi w - crLLJ CD On�w c� w m ME CL C LL in LJJ r- t``J t DO N N C) 0 Li LLJ 0:!:1,-� �- F- c c LO - _71 <„ . �n d '-t C-) LLJ � L j Ca t -- 0 0 w LLJ LLL- , Q I CL. U.J n LLJ Lq CL U b to _ 0 Ile LLJ w � LLI w toLIJ ¢ uj F-�- tz t mw mo � 10 LLJ Q Q C LLJ LLJ0 K V) Oi a., -4 0 ham- Gl � (J# LO d CL M a o ? Vi a w Q Q J s > V) cam! L` co ca p - LI CN w MED V) a �- z m oz LLJ w Q� V) LLJ Z w 0 Q � � m J 00 V-` CL 0 JJ� 0 CA Q 0 V) LLJ a i.3 y o Lk" ° fi is w to _ y F- w c -" L LLJ t-- -iCD J Q Z--CC)Ca <W 01LLL-mZDw �Lst w ujoa- ow r -ca L".jR QL�< w� <- w uj � . gi cr- oF� "C- v C> CS, to wcn Q <� Q rra tnw Me Of LLJ ca <oz xb w>Q wtn caZ�wcnr�2woomw 2-1V) X cn cr-o K Ow'OLti(DQa- o4 � i !C) �_, c� - w w c ' 0 �CDw al _ ' o 0 Ld F- Ltl « �x�V}i'FC�J 0 Ldt''�0¢J'1 ((�Q + Lti0>--CwnG�a� Mtn Q cn c,; 0 w QQ 0 p (LJ Ld AL,- En<_,L> <0,, uj Of U- w ca � h- LLA J uj ` C—) LJ � �C�-taw Cis wZ-ncnQ p � W < =) M--CiCa�wcnww KC> `cL -j Ca E- m cn Lr <L O Q c� V7 71 v ta^ ❑❑CIS �❑ wc'r� J � 0 w C!) C!? . 0 0 C) Lm V) [ 0 CI 0 F1 0 W _ �- w CJCL i J �> n Ca C.) QC "wC CL 0 LL:i V) V) C C C) C3 CL V) V) LLJ F- -0 t�td V) 2!: ry Ld CC CL ry LIJ U) 1 L.J w L.Li > Ld 0 LU ca cn to CL � � ' LLJ a (7) F w �' LLJ � LrJ C) � EL LLJ Q EnLLJ LLJ ui ( ry V) - w Cr-LLJ it U< LLJ W � CL L.A i m - £� w (nw- wW VJ N Lf 00F]00 0 El L.L.1 LIJ 0 C) C) LL L' 0-() 00 d L� w LL_i -X LAJ 00 Z _ ry Lj Ld F cr- ry (D Q . V) Q LLJ z F- n- (f) < V) X C <n [ `' `' P=V)r LLJ LLJ css FIE 2 � V)I I! f t 1 C7) �CD Gj 7:1 ,- Q r Y fJ) f La t LLJ V) 0 j (D Q n Z tJ) p V) CD Ld LLJ rn !Y C 7 i^" 10- tan' w 'x X Lj CL CQ W o CL t„ 00 LAJ Ld a. �CL (s(J} p woc) cca >,v7tn J l(S 0 Gam! cn Q:: CL 0 uj VV) E ant e '<c i I 0- LLJ I � Aft CL F [J _-- _ __ �� _ _ 4ftl cv ----__---------- _ _ _j � Q'- '---`-�' w N N CV N �a it i L aF(.D Fes- U)- td tit � Ok- c III c14 0 Ion m E o �I II L Jal a o � Q n ES C)r`vcwaV) con w tnmLEJ� i1� C Ca acjwc� ul �mm o cia. T LLJa GL w rvwiQ�:Uzj`_ v w C) C LJJ c�Q°ca0 W x CL < ¢� m Kuawmr`n,,..-, Le i. r v, '_in 4.�LLJ °- v i z �'- t'L C-) tf8 MOM EM MIXCD65 0 Q c, L �oujZ:F-a- - p co C> W a � I- ca> c.yI�Jra c, ma c- u4 M cL J-'- � �-cn > V) o °wmc � art LJ(wwn .Jcc d�tncaw Q t70 CD Lc) 'mom Icm,<z� crr z L,i as `y M ctX0-Ci'aw w p<aEw J � Q O z ® LL O LU Y N N W o J LL i N Q M z a z • ® ® <u Z' 0 Ln Ln U z Z -Z w < �f J Q Z -J ut N J LJ J O ®' z L O z � d z Q ® 61.8 Q Ll.! z P w z LL,F U j J z V) ®t a U O t- d Q -j W LJ.t ® S V) ls.l � ® _ J � t7 0 < z U N �o U. f— Q z °Z Q JdJ za�z 0Fw > z ` ® z z�o0o Q ~ ® Q J LL� o=j< Z < ® 2 0 odWz® W vn t- OC z w o aLuDLn O=LI) 1= �Ln®� Z NLU J<z z °=�Ow z=F- Z®;ua W � VAN m �.t m (Z�fy CC �o � z W Q ea Lu to M a w a av tax' 0 ca .. �a w o z uj ml v ev d � � v co ® `D ® ca w v °' LU 0- Q cr- "- W Q z 0 0- U LU I w w H Q W wdSl:Ol — £ZOZ '£L aoW 6unay0 .(cuy :19s0 133HS 3llil :Ino/o3 6mp•6ulpoa6 ou suold — 90-8X\6ulpoa0 ON — ZO—CO—£ZOZ\}iwsuo-li-2\S6ulmoa0 }uaaan0\}Imuo@ Z£\30J,08-30H\woo'olld6uuaaui6uaoo — anla0aU0\:Q :91i3 I 7 <4 if O L I I I I I I I File: D:\OneDrive - acengineeringpllc.com\ACE-BOYCE\32 Bonwit\Current Drawings\XB-04 - Retaining Wall Plans - Standard\XB-04 - Retaining Wall Plons.dwg layout: SHEET I User: Andy Cheung Jan 06, 2023 - 2:43pm m rn ' a D Z COrm-ZcrD rn MAOOCM�IDN /\ a \ Z / = e W -� � Nl v Z D I= D D Z D /��/ \�/\ N m � a��� /\// i X? X Oi d4 is OvW rr �C^� n r / /� 00 Z Zak\\/// f,D1 �x t D ro ay \\ Oa Z -n %D..�.�� rD D Zx Oz a >z x vn O z MD � Dp ZZ D 0W mD D Z rr ED v Co M M 0 ocno 0000 c mr zF nk A O A tt m 000 F ---- Z M (- - -- Z Z o vvv vvvv� o , ? --- D J r -4 O O � _ - z D rq ' 0 D rn 0 D r rD m A 0 Z- m 0 OX ZgbO z m m z m m O T C q30zXzcOc) Omrn�OOZZ V�NQD�;DN��n O O z z z D !0�rn"<Omm ,_< ^', I*LAZvr((A r2D>xm='nD r. � 00:";-< Zfl .� MOO�Iz 0 O m mmm-1mC0r- -0 in z n�OD0 * -00 ci �-i` r�z� n rnN =-4mD-�O�m O O m rm 0 rnv D m 2 Z m r < Z r` � O � mOK;v M� < O Ij rn Z rn n Oil O O < rn C: C) Z � �+ C :rC LA O Z m 00 1416 14,6 m O "a cn oM M n < MZm M z Uj u � Co z zu'0OM � �ooOcZ�,m —a � C) Z Dn;vM ;)ao n Z -0Ow m r) 00 M A N M >5M $ o XAZv Z c�oz -09 A L 0 1 0 cn n D r rl z � M M (A 0 Y I;g v O b O w C 4r-M I � V C �Cp 0~x 0 0 ' �0 0 ��a0 3U m ZQ V) v v A < M o X0 m V Residence N 70 203 E 5 l �. s;'°ckade ice o / (('�""• "" � `+ 1s BU!(..p_NG SSA r \ Q UNE o OD . �M Co Co , �� A� Zo x Oa m r,5 Ilk >i,M Om -*-z ZP0 X D-IA6-j=-rn0 Z D�rnOCDMrr-rnSE32ri r-nz-norr-r-.M U7 Z'M� "`E!LmSOrn-D Z ZIA m O �QNn C:M>Moomzctr.OmAr m�00o�v�Clz0N D;rN-Ov~r'-Z �StfQm 39 om z ��'�ZE-nmin ZzzmmC M� mvn�r��� � �m OV0 ;off oN oWD=ooDz�Da�v. moo�I�z0m-IZz-*1 �2 =CODc Dr'n -+Ow0wmM0 �, r �� D1AmDoCZ S A4 C) r- O to -1 (>^ W O] r r D� r r�ny"1ZNZIonOZNN r 8 A a (A�v��o�0 rn F0cm. m�cnrrl cn Z S2m zm�O-oIm zr*IrbOmx�c�Car noon Om WODAM+Im0>rr,>z> �rr-F0 rmrn rrDN�x oxa-m _ cnC, m'+I�* mbz TIr ormr" m mbm �m �ir-D zm I i¢ wZ MI ObmrrW*IOrnmmctnmm N**m M-%iN A r�Cv z� or7* azz�Xr'c��nA�o�o"�-D-i{z 0� �o�F-orzo C r M 0-M �fnornm>- 0 O -1Z D-nooM2A �i0 vinm�i\FzZ�Z7(��m�D� -t� mmv i�Z0min'lzd�I=fMomZZ Pmmp �SC31 A-W -ZO zDtn oz- m -+ m C)_ .,D �> ZdD=+fm�I,Cvq)?0M,�v f+^���.� vC 0Wf W N AZ r=�zmCbn --1 rDbcn np�Z Z OOv�tS/nlrm-+ -{ �O00 r "O r�'1 r�>-n-nCD Q�D O Dn0 Mw 0 DOin Z���C ZS 000 bOZOvrnz 1Tf N�rn m�rnh v�5 pp-z� Z* 0o Z O N rx:--4 To z o9 -.IDv� Dv -<.1 O< Opp ��O -f ZOm D Dr O Zm0 2A -n$ il b0 C oDO �Mz m DCN F)Ca M MO- m �ornAEz0 NO rn X r4 DCC: O DADrCm00 D SCx Zb ZCmom X� tZj ND Z pv ZmT� 0 mN� 7:90on C I-rnDzz NN ��Oz m r�n� N1 000 o Zr-- r�md -t �rbnZ_,�z m dOy r fb*13 A � O_Dr� O roZ rCJCyZ rn ( DD I Nr n\oN Z 00 m0 TW1� Qgzmm-im ON2 rn-4 -0 D �vrAO rM'C '00 _OD r- O>mAOC�>zw O mmD 0-44 m YNo��z r0 =r rnC bmO-+ m p VIM uoi cn "D-<Z r z O o�mo > -4-n jA 1LI n zNFDO,m c� to D,r0 f*1 mW M >- Om D Nom tga� v O8mmr-i* 28 ,mF*I rrC,, Z-1mM�r0 O �Z= COzr- M wovso� r-a O bmODDMm m rr-�tn pcc F MZrArr'I0 �Z -1C MMMM0mm >r 'M (OND �z r'D. r- mcn �m Orvn-r�� mZ -D�c��. O ��tzzv rov b 0 O�pm 0v M0 � � roCoM> v-iNDm0O O0 D O 0ObZ QCO mO �m Dm rS*7 � N2Z Ob O ZMr-D Zx Z rnm CAION b W rn> Ato -1 N rl-0m o D >^ smo-'i o rnz�-1N r=cn -x Cry$ 1°7) � my (A 0 D W''ImWD ppcn z m =� n mZ mZ D m0 O c�v_ZW 7b= D m D *,lo�z'� Z= O cwn= � bm 0 �ZZOfN*1 Crr- w Dwm vN A �� C NM o m=�Ap 'M p m 0 O -r Z Z mQrn nvm �� = O r✓%i NO ��r--*n•ll�� Dpzr'• MIX 00 -n ��+ Y rM+l-n d bN 'D yZ Z Z�DmZ *O M Dz z r;*or 0 CO � N rr-O M0ZO �X -iZ it ma r� v� D �m m 0 M AZ v r0 �m m Z1 O b�> Zv r- = Z N N O OrnN o m� �m M r' m rn A n - -+ rnCo Z W 1 0 o-v o G coin X r rn 0.1 \ rn rn-<." N Crs. a) q U 8.48 O <O m D rn-4�= O f v� v-•r < < n m D U z 1 G n A M 00 (A(070 I Di n ' Y .. W rn v b 3d4H Cj O rn rn ' < Nr� ' -rn $X'� v <' i Cu D u S o� I1 N 0 a N v o b tj zN �� !- rI� C Tlzrn 'D m �Z - ti N N ( _z�-4M !I) o ro 0 o Z 0 - -_- m� ' 000$� ry M.OrO*1 YC„j _ o �C 0 CA Enc, WARM x rn rn D Co m r O � r .�...". wool V oo �I rn w wy N o z co °o rn cn W ra 0 zoo- -0OoOoA�t-ZOmrr--06zzrni�o O-MMOrz- zz4V MrR0rr'4MMx cnz� �KD OZ -0r"-•.IZOr mvvlm0-�tn0 �_n7C tr*nI V1�-71 0 CC < � �mo0v�iv�iD lcn Ooov_O�'�mc�cnn'��rrz*��r�*IrnWO Q � cn��DOOZCC:;�jMMo-nC) z n-tni 000 C5�C7$ Nr OoMzCrGWzmcn z z�c)QOF0-4 Z D,OKMMOXM D -1m-1 -<C� cn•<D� M0 C 00-1 OC) D_mrn-r�o = m Z x oo<omm OMoa,C d o�O r-5 9M M 0 c?Z0�D�ms-zo ZmmzDo cn z� ZrA> MOMgrl*wFM z �D7 O -IbmzO ovzt-lC v rrr- vI�tAC00CNz> �ZOz= Z r m nuliv?=�czirmNv���moz ZNDg-i Amy Z O V1 z �C 1 N Dcztyx r OOC v Nm O O v rmil c�0 o 03 r- m��jQFCm�oD �zO�'° cn rnrn o O cA z IA v, z n z z W q < mOvv f v � �W o z m m =y Zmr0OPmrtm* rrnoo�m v?zv rzilZm m Z oo0�1AC v M. z r zero n�N z�b F�oao FMZ 0 kom rAlwomo- N con v m DCA �9DOm0`n m-ARZ Zr MrO a- O O ZD T 'Irn m0 n DCA ,Ij-C-rzznp Z T�i m v o--1Nom-C-1I0 -D mDZMC� ADZ C C-nO m� Ob58 Z Z Z O Zn 0=�irnG) rMry �pDD� morn N rMo MOx rn0or O cA o rZKT Mr-0''rgi ��vo� DbK trn� m000.m� Z o =O D Mz� OmZODN o 0ZT(-i! M�� D -n Z001�' rnmNb D m i Nmp � NmMV) CD yrC- ��C r-- cno6 rnO�Q C r0 -Z-1 Z Z for D�D�OD ZmO� y,OM m '•,1oD\ �OxI�N 0 K CI Z C DZ �CrO- r'�r x OR oNC ir�rn >`D 0 o� - Z m C- T ZZrn O < vb C) mz N 0 m z(', �ZC x C � m 9ROM z� O 0 z~-1r� O mmm :E D X O 0 m Co OD' zm 2 DZON rA* rr O �� =rnm0 F cA '' m I m� � p o-1 =1 zv� O mr0 M -vFA -D o2 m �*�1 M�z C=� �07 rO.Irn N 'D D MW 0mT Z OO D F N r ONZ tn�ZD z AND m� m W �' z v -� z v =oF DO5 z r*�1 _ZO Z m rn Z Z ZZ= DZ O -•imv m �Nb �D --i z rn yr O z °rDAm —00 OO-n (A z rOm O O n ZyyyZ O oo m0= OZrr-- t•M N mZIZ O Om� v OZ 0= r� Z r O r- z p D OO Op -5 OOcD7 D'0Z - NO D m m 0 Mr O OCR Di m 0 zmm O z i LA m v z v m m-oCa -I a mOO macD > �' -' v -n+ ' rn m D m ni M DNi N 0 -' z 1 Orn - _ Ni g o �-1O D -IDm 0 rr < ZM C) 1- 1 2 Or 000 Z - m m 0OD m mf O n m v nC)-0 V'mm i� nr rn f -i c m ,ym O rn�r v DZ MC Z rii b O m -iO c, �2 N 'I = m �O o rn 2 r�* p Z a O 0 \ D CM� Z Z D Z r b v 0 M M v O� g z to �,M0 D cz-i v o m0= ro•1 0O �= v M O w ��m O v r C v i00D z z Ln c m $ c, z 0 �s p-- -1 r b m 0 Z z O z 0 z rn 70 O Z r3fi O a O z D Z my rri v ?� zl z m z m � 0 0 o z D � N 35.0 -- Row — --.� -1K of pines �\ N •A N 1 98.83 �r �to _ 0 0 _v Z -0 '� a 1 o 0 r o o rn v z 5x Q-n Qao rn ook(w ;z rn �'0 : r' tarp a i lot atiapr 0 030 M I r M z 1 U M M M M M rri rn M M rri 1 I 1 1 1 X LC X X X X X X X X O W 0 fZ* D 0 m 0 v M z r 0 0 O -I m ff Z C rn rn K x G z Z O m Z -A-1 m O m C S Z 0 A 0 (A < Z Z M c r b v W cr J r > O w w r LLJ D Z = j z0 U U W z Z ¢ O 0 LLI w o a a U w u.t z z 3 3� x r O 0 o Iw- d O W o 5® o Ir Z Z V) w LL � m V) V) tl Z z Z Z Z Z Z Z Z Z W W W W W W W W W W 1 1 1 i I i 1 1 F- J = J W J syJQ Q > y dZ ; I d 1 iEw o z v> tcr_ O O O Li U C) (.D §i W r W J �r J JCL® Zi.ir w> Q rUJ = W Z JO O ��� FOI - JO w UW UW W W DU- r OL'-g 50W m0 O zg Zg Z O U.` Q. r 0' Z Z U QZ S �W w z 1=W z I=-`-� LL' WZ� wpm d4 0._ Wa JJ � � � Wd J J QO d >I ZJW LLJ LLJ w ._F- p U U O w zJ —M Qr .z )- Z �V OW OOZ QW -J :O� -C-4 r� w V) En Q D, W W 0 0 g Q n �� r V I- O V) z Z - z Q wzz�1 w CjF-d rOW 05 V) � Z O ZO �� Z zW0 ZOV WZV' 0 O r to 0 w 0M Qrq 00 Z UJ Wi = ZLn w ®vim �W� ate' Q w F- Uj 0 F-LZ� I Q UCL J Z 00 r dtn M:2w in ~ W W CJj w0- mCUj � WO= JWO Jd Z Z Z z Q W �q CIf0 0 > Qwr QV)a -'Q < o O LLI z� Z w0 v Dtn O 3a� ztt= zZ L0 U O _ 0 WWJ X �W o wWg U)oto toQ w e° p — O V) ZW d LLmW WO3r>- 1_0 O I- w to z �W U Q m zz w Z WW = Qw iE 00 w Ow L=m �—O wz O Z �Z w L-V) w ��� W�'®wg oQ d Z V N En J W N^W J QWZ w0W:M QX C — U co cr �Q�W0wFwV p ZLn - O wfz-N rZ z>-ul I W d ! YJ> U- W - EC) z O Zg I �w0 QW-j (_) a.w = Z \ N V N ! ro w rz$W OW �ZU <Q -w QZ - •- =O w ! Z WWo v00� WZzw 3Q U 0 ZM U 0Z� F-� wXCL ZWtE OV w® �Z (90 r w = OZ Jw Ord :Fc =r WQ ZZ OO V1 Jq r �0.w LSO V)Ng gmV)g �V) 0 �0En 0 F-5 tV r7 4 If7 eD r o6 6 X w X W U Ix w U / z 0 U W r7 Q Z r7 O ��/h� 3 W y+ r� WC C) J(n LLI Z 00 O Qg L�PL;1f!f; "1-Zt=wQ O�/ f V Z W06 CL Vm � - OrW Z. 0 OirV) eQ �. Qww WZ �e0 �F V)Z> Xt 1 f 4r u0,t00Z ww QMAMA WLLJ Qfj o / N t- z 5 w QOa �> tT ' [I'- LU LLI >oir LLJ 0 Of log, <: Wr n w fx y ... U err (, O d I a� 0 z z M _ o C� � I :D 0p N 0 , Q0 . e ,�qo . Izo W 0 W ;4M � d = `(Dn n � i,.. dM Q>> O URZ?LLI II i �s a > o d 0 I n O O CL O N I w tx tL O M 30 35,9 j Q W M Q z � V) Ln LO Q r�s .- m M 0 II II _ v tt Q m r-, tdiM?? N l Ln O cNo < w z- = CO eLO t) V U fy- z LLJ M1¢m ^� £` ®�z W a LLI �cy Wof Z_Z , r_ =0Z ` tL CLUw QO VW, ' Ul+- Q w V r� W Uj J \0- \ Z II Q� g5; ® O Lt1 r w 0 V) No U J J MZ oMo -U) r °'m Z W< > z Ors O ®- QQ L� z w �a LLJ 00r w J Q W r Z O U W S q �"�,. O > W U Z O V Y O Z V) w F F- U) W- z w O W w d ?r W tY� 0CWjww W OJ J 00 W OW Q 1=- O r d Li �' Obi ZmQJ�yzL�,� z z t1 V)M F= W LL 0 MW ®Z®Qw J� V) -1a.0 z z� W WOWWOOZ C�fg Z Q ZWW� u Or W < t ¢O OW Fxz 0 Q w_ O �Uw ® �o � V)o Wo gZQg 0 _ WO J_= JwzZ Q z w r U w O U W ZQO,Q O U J' QW mz ^r O O� Q ZZ O ZiiJ U 1wU w Z V) O QO Wvm Q O V) ^F-- p eO H O J J O Q wtoU-Ww r u-Wz .iV) Q �' orLLto t1 t- WI dUWOm erJ)OW0 wU- Z xz dg WZ 00 V) O~ Z=W=J W d0-WV) OW W �= ror Z w aO J r� � 0®r a' )-X ZawH O J Xw a.LLI< W V)w0p00 �' ® and >00� r Q OO Oz �r Jz•-�- �3>- w Wo `�'�►-0 d ¢L�i m WOwCL O F-U-zV)m 0 Z Zw=> ® 0 J V)W -10-:2M ~Xg dom w QmpwM=E =r Wm = JW�W WLt Q Q~�Z tnp J W�fl Qw WQ W r0 WL 7 OJ O� OD00 r -i z Z§ r O Wtr � J J OZ F-tw`two0 w Wx Woo Q W0E-F--m.-.Q m Mm Li � V) to Z tr � F_ 0 < g 0� O m W O d J \Z F- M W 1�- JmF-OZ Q OZ�W O�rL zQ JLLOJ=%W OI= F�- V;V) 0 x w Ix Pow gw g QtiOWV)wO a w F`0 n.}WLL:2 w zCL O-J z0�r J J Z ., Mm < m a O V)F- < Q W O V)Z<<w<a J V)- O Z g 0 n O Q 0 J W U N0(.7r gO 1- Y R000ZW LL W rU 00 OW 0R MFr- Q m F-LLJ =�O Z wrflgL_ Wa. UW Zo CV�L (nV 'SC[)QOq w zUOm ZWr L>Z�¢gOO� W gw J Qppo: w Z LL W n ® W i- J . ®Z O W L� Ryy O (? O O (n V) tWn W 0_ Z N �N ZWQOJ = tno�z 00_g U HDW..WQ�rz z QV) z x X>g F- =Z � x0= Q 0oM>.q®Q O �<t LWL. cr-ON O3:W O W ma W UrJW JQw 0 OW W d > O C)U WZI �I z �d-i <CL3: oN Z O® 0Zw>- 0< 1=WQt'- �i0 z J F-(nto U WWp0 �z W�!-t/)� wOWW w Vj ��t Z V)UW W �IX o WI- J 0 C c WQ LrL�jgwJWo NOV)� =I-tU 'r OzmO°W`tw U �� �Z\\\� �z WOJM nU WWr <0< QF-gOUV) w M oQOtnp W 1=-LL'QO WOQ UU(nW U W J O LLLLQgJ z UO Jr0NOe uIM EiOJtxOpaz W�noz L0- r a==Ww=Qzr �� tntnr)rre m�0®VUM: LLI Z<twW O`-'Ot�tZdW~WXrV)Ow dQ t_laWrWLYd�=J ©LLOJ g=LLIU) 1�Fa"0�moWrFd� WW Iw W(�-l1WJJl0QL�tZrQ 0E-wLL QwdFQ-wW1W-WJ0�t'JtJ-nw Ci� t1Z.-t0]-JWw Z 0=�0 Zr�_j I _WU X<OOWO �MO W O . rr= gd wwO_V- r-o wwF-- r0 r =OWJ5mm dm V)Qm W 5:0 W W QDmgLLwMW-0>tnV)W Z� d� I ! (ng J) J g z MMW J O UQga- WLO�LL O OPT WZ�TOO=O�J WNWW1il CWjJJ_J2QZV)J0wLJIx-QW C-) mMZMMWV) , UN�zd Z<<F--Wd(Wj<V)LL�w jOm wZ V)vLt)t JQ=UDwUO"W= WQOwZ LL== Z MWV)OW mOrJ w Q w`W.O C�.�.�� U-MWOM r V) fn Z_O-f- U)wF=... V) Q JJ MX:OF-Mlil�Md Qw J-oM0W�-lw__wV)V)mrOC-))wU-Z) ~t=n ':w �F tL�Z•)ztLWWV)LW <nF-ILa~ ��3WgLQgF-WQ0==<- V)OJ 0Nr vOLLW��WwJL' UOwOwLLJ �LWZzx LZ�HF-MUjwt` Zz¢, �Z i`1� wb�P I ZOOJZQ J�0 wZQWV)C=j�m�»t��wzWwM®NZD ZZC9Zg N I tW+ �rLLwZtirainLWtO=0wz�000¢WJUzo'L1CjZw0�wQw0 JvN�f O= > m V)z z3fLtno5:U-33LL-PL�..?3tn W-gw LLzu-� rcW-tgw<nwF- Z Ow��Q>r-i7twx -LQW=00iEw0 -Lr W Z N Ww0-1w Q (nz�rrWUr-im ww': N W.-N r7 4WF-Z*iwOZQOrg .- N r'"i r i 4 d Lfi0 eta tfi t[1 C® to 00 Oi O N r N N oL S p� X z O > g Z 0 V) q a rt X It Z 0 Y U W tiJ Lai w 0 W O d V) CCD r O g O F- O O �o FAw 0zF- O } O (fy0 o U J of Lu U o L, 3= om VV)n Q o w_of O U WW En w U J Ur 0W f-Z= w 0WZ Ww 0 Z W Z 5o w x a z d Z woo — gw W �� OZ v, r ZO z Z 0000 w �Q W Ur Q m �X CL z zo UB O W U0= N a:D o ZW � X= w X 0 t= �WU w ®�r ® !=w g (Wuj a z a U Q� w U Q � r�z Q 3 Xw U O O� V) U Z p 0 W W U® Z Z M rW <t\ 000 Z coz g0- O Q > Z U- W O w W W = OW Z OU 00 L�1® IlWZ VD U"_C7 �'0 W0b� 0PW o ?� <t- V)J W fltitW Or 0r0 w 8OW� Ow <am U 0< m to L`Z Ww JU W trRO qZ ZO 0 L`J F- IW- z }' O O V) = 1=- Z > J m F (yt 0 a� o Q VriC) �® r 0 t=®Z w �' tt-x) , Q wz W UDU U a _ JQ mU O W OZQ mQ ZOLL 0 m0-r 0Z MZU LLJ a. O WM 0 Q O�U-O-�, -i w-1 0 =-z �Q Z0-Qa ® CD d WU LLw O� g =OtY W -IF- -x -iz < �O Z MILL.W- -tOd CL Z w0 }= Ww0 frww d =V)LQ�t ui W ZU .g00 0 JZ qtn LLwU wx0 ZQ V)ZZ r dW�yjV¢)gW C)rr r w Q5 qz WZO OW oO V) LLJ z OQ�isl W 230-` LL =Ca h r wm WO LO'JJ J z0 z rW Q aM:3 N `� 0 mZ g MW jxQwZ WQ< s= =o�Q �' J ZW I� azo m z tnQg Z zr LL. J a-LLJ LL t"Of F-F-WO O� Wl-- J 000 � � gWw Q II.- V) 0V w`KtWi) O Jzztw- OIL. Oz fl Z QO-O M �- pOQ= z POW 0N(wj LiJ W JwJ 0 zV�i �QutO JW> > �U a.q QZz 0r- �w W_= 0 0<t'V)zW =aQ 000 ®� � WLL< V) V) �0gU�WLWLt1 (n to UQZW V)0, wZw O®® g 060 LLIOxw�x w V)gJ O Z�wl=- JV OWU OgZ gO UgtY ZW®EOM- W-Q S tnWz� _® qd0- JJgd Zz zoo OUD_wJ=M tnw0 00-m 0w ow g <zw g 3 gw6 xzN:s Lu10-0z L6 tr. h WQw® 0L<, ZOh U Lg0 d X OZg 000Z Mr- 0 gJQ XNOZX< QW ZOw tYQJ OV) ®o WOWXWOMW OWw WoozEwon O W --tV)M q Orw -'w W>qa� MN W nCgr >W- r ZZr mf- ®-0�00 roW� r�®=0 OZz ®.O QwZ t°'zWz�Q�U Zg0 ZwCL ®00 C� Zq W W gO z J� d0 ®0=U- rN�NwV) =OZJ0 Qg0 Y-JJ ®wU aOW3:<OzX UOW m�0W09Z VDWWQt� WOW wFQ- V)V)Z yjwtnV)WZQV) Z�m noo g -MM mQ Q-Ox to O w MM0 Nor LU W�V)t� Jtl ti ��WJ U W JZ WZ- rrX=ttnz0 gOz _oo �Qw OWRM J ohm Q Q0 L'Jr q rwMz a O >roWV)tn ZWF=>JY _j v) 0 JZV)�OJoi wJ<gQ U) V) WOCOjOZO �Q0Jdz Q QOZ �' W J mVo-)O�Q(�zwm,QW Q�QO 0 W t1W=)<— WV)v):c ow-J z ZZYtn=<awoOrwwwMMn-j Qmtl) OWZ��Q3.V)zoZ�t'-tQ per= O wW3aJ00CjH�W000d OZp IW- VZ)aa�(1)C) OZJ w�V) Z F=-ZUWZOUVV)t-V'C-) 0 00C) O �Zz ?iWC3UQJ dry cnWz�otrzQwtn QOQ OJ d Z wLitZYOw0ZOZgwWO(F-- W O OWZZ1=Wwwwa �N�a WW� Q xnW0JwaJJWZ0-j zCD Z Z-)C ma-iZOQ6J>OdOOt-J�ow W O 0irJwZJJO0�Q00oz ® ww�QdOUWQOUxOW-)dgUh- w tn50M<w<<QU(,)O z Uw o m U g U w to O V) W O r N r7 lf) eo h a0 O p 0 N tM 4 Ln (p Ih 00 a;W � N N to C) 0 0 f J W J m_. Watt a vIft o U Ld e _ W� CL 0- U) _ ' Q � w�� O ca Q) x O w cnO 8S� m,, 8S1 0o� O CL f LL� S�S1 z I. a_ x 9S! ❑❑ O U LL x� m m Ld CL Nl0llt18 X IVY O o WWn F-z `h t(j 0 W N U - rt 0 WO e X �I N W U J Z J_ w U_ V LL M m U O Q �U. m U zz o< >� H-g 33 >C) U U O 0 0 m w Q \� X Cr LA- Q O W O Z c0 Q _J z X ®M W tg0 �0 0-0 t 6 P/\ .90 z LLJ 0 w V) 0 m 0 d r — -11 -J Z--- 9 W U UJ LLQ p -► U- i r� LL O CW) W o Z W w 0 , U-) p V) Z Z t3 z �� LLJ rn m oQe � O N cc m I 00 • LLJ i 0 i • Co • • • Co . • CO Lq • f • I� M N O O w Q Q ¢ N N v N y w ca a9 ® a Z SeoLL �Wa w v a ® Q z O cc V) LU Q O w C, 04 w®mow �wr= r, U r :z z N-Y JzJV) LLU J ^ Q J Z ''� O = O Zw3-�1 } Zw LL- QQO,iQj z >; Zw wwnm® Q z ui wm m �®w W Z �- v w 10 > to W O g�� Wcr J Y z i u..t Q < O J Z NwoQ0�C) 00 O CL J cn ZLr)0 ® ~ W J CCL UJ o N � LL Q G O ®� p>- LL O 7 U d w=} w OvwiLAW� =uj zN t'LJ U 0 >• L,L t3 i <� M z Z Z o o < <0" n !- a J LL Z w Z Z ZZOOF-Mw0 Z W Q ®Z Z O W Z w W Z<OUZ��=en QaW�UJ z01-cr�S Swn.OwaQCg 0 Z - _Z O 3 NN0K) n n w n (0 t0 1` 00 d-Itnd- 0000 n -- noo to It h *�tI* coo to to n d' O w w w w Q d Q Q woo d Q d 0 Q gLLI �0000 Otf)O O =NMtO t!)Nd h W g r LLJ Z W U. .-� z 'ems t,1� i,,"` V) L<L��Q w o rQ rwxC�3mF- Y C Z U=Z Jam-. V) LW J w M Q m WW d i W Q O vQ Z O -) U) W N t� W in Q LLJ 0JQV)0-CraOQ>� w 0 V)QO W�W 0 — Z Q~�ZO�""�Q �� 1 WL. mzJUgCe3>V'g J Q� O O O Z W 00V) Z U) 0wgm WC1,_5M w U O LL z W wdLZ - 2ZOZ '£L jDW 6una40 Xpuy uas0 L 133HS :}noki 6mp-6uEpw6 au suotd - 90-;3X\6urpo-10 ON - ZO-20-2ZOZ\}iwsuo-il-a\sbutmDJa }u9aan0\j!muoq Z£\30,108-30'd\woo-ol;d6waaaui6uaoo - anu0auO\:O :ati3 „ l 110 «Z/! 11 E 0 d a a d ,o a Z z 9 L7 O O Z z W 'o p; ° _•,, m a F-J m o Q Z a ° z 0 Z co 0 w W . W v o• V wp.• p°8.•' a w a ' w s w CO a C) ® 0 d ro m m m �O w m Z Z O Y S o t0 f- a W W m W w J� J m Q ¢ � :• O � V U a r A _i o w in io •� �° •° w � W W 7 w 0 0 V 1 z O. v0 0 Q z C 3 z o y a w M. LU = W J xLL E CO LU x¢¢O = W z U O Z0Z gOtEw zxw a Zj- Y C L Z W Y U U �OZnZo0 m U Q? m an x Z W J W IL V O J M� ad N T (D Ln LC3 tf) tf) Lf) Lf) 0 L() Lf) 0 d' �t d- t It -t d' o Q V Q O Q I• r W 2 w U J CL NW Li. J u Z Z Y W Z v_I W z Z o Z j LU w - co m O (N • • 1 ui ■ •: • • • • LU ■• • ■- LU • a uj LU C 0 C y o LL U N N O I� O M 7 M N N AII LU > Z C9 Z i...s�..,� $ H"L", 8 r f f d vL, (7 'Q 0) ID m co O Lo LL N 4) M N it P-: V CS c0 N N`�- G 1 i y O o0 - l� •,°y t Q a W W M N a0 n P. 1-: M fi S LL a C4 - m r nl TT O O U C (D L0 Lf) Lo U) to Lo Lo U) Lo d 't 't 't 't dt .4-t'" " .2 +C a M M (o M n Co Co 00 r r r r r r r r r r r O Cd 0 (� w " N M LN[) M � LV. 'N N M Cl) 7 (o h- N V M M O A LL w 4 m N N AI U vim. a Cca a O O O 3 W w ° 0 o rn m ¢ w tYCL Z V m M m O N 16 'A ' f` N L(j M N Uj C A w m Z F CL LL ~ N Vim' um7 W CO f!} a0. .�0 : _ °"' M C r N co �- ffij W O ® W h U ® I-- L w U C7 .0 o x W fi U a zcxnW � O JW � ¢�~ LLj z WZ 3� 3 O UJ Q in Fmk Z o 0 0 0 0 r Owo �Z ® 0O _ U' Z o U^ m m m Co ro o 0 0 0 ¢�ao �UZ W0 N O LL. - J - CIO) ci U 1 R ; ❑d g F U Y O¢ _ Z- iLJC�n F- \ - fY W W C e 0 0 o 0 o � N z It, l €� � �� I � �ti � � jU �' x d OJ � Li. - -j W --L O OQ � 1 W p .� U �� O x ' Ir w4 Qam� Q cow 3o O < -� N w oQ Uo �Z=a ® ®ZS p a p 0 C9 p 100 wo ON n LU LIJ (.) emDC O Vf C) O�c z OK ZW V) o � O ZO _ V) 0 = Z (n OL N N N N N O OOOOO U Uoo0Cl. LLII!6 CL tm U ae at+ = ia O~ o n O p� O1 z i3r CL� x W r� 0- v o -5 c o 0 zU Ox w11 J� a) 0) rn a) 0) cw Cw woz (? x� �WZW t� Y a 2 o �_ goo zF Cu y r P- m m d y oow m J= z Z ai van J m 0 v o ¢ wgJz W w W O U 0 b m.� _F m Cv UJ mJ W (D CO M O m V 00 W z0 N M ® (l3 U J Co to <t N O C w x >v 'o w F_- m NE W m W w N E U ¢) E z �(rU❑ 0 L`L _ U � .. _ m 0 �- d O a x00z rn d g t� U o tr � 0 w m c O J n rO\ U U Y-i Z Q��WW W m N o o a Q a a a N v N > LLI CO CO ca cd 0 0 L,u O Z Y Qz o C7 V = 0 w = a ® U Q Z O LU U, Q w (c Cl) �, o z Wvi v_ a o 0 0 0 o s d C °g ,s a 0 0 0 o O O r .o m o 0 0 0 £ o -�°� � (qa 'c o 0 o a o E Q W U a0i -:, m G0) E X X X X 2 '�' 9 O 0 � a0i E X X X X •= w r t cu (D : 0 1- fi 0:3 0 S S « _ t7 I- rn D 7 0 D 0 M �O UCA 5 z w J •``. Q CA o Z -7ca a � ..CID CL: Ci M V r/ r 0 z C.? � Q ♦15� a M L Lfl O W 0 o W.. V/ W C — L` U r r a o llr/ �... �..: i7 e{�•. U N Ci s Z f [O 0 0 0 0 0 - t� • 'e C (: 3 m v a m mo ro co co V Z >^ s 0 U Q) C a S w is 0 0 0 0 0 x 7 z 4 v Q cm M w w LU t 0Q) t6 rn - M U (D W 0 LL . N m L o !e V S r C QUA oIm x >- C Y rn C(D �+ o w `m CD000o W 0000o (Z R 'o, o be Q Z a0 Liz Y Q) :.. O eY 0) p O m >''O U �N 0 RCo Co 0- !- O O O CO ONO 0 Cv CR m 0 c M Ln N + O = LL N LL r O WtOOO i0 r V) Ccc)o o a) o C) - W 1 O x c « Ct`v �M N r N Q C ICON N W- W� to to Vi M co N s-• : •C 0 . .« O U) c- M Cn It N d• m N m : W N u (n ° -0 ii O 0 O N rn rn rn rn rn O 5 I ! I Y z h = LU Q �: 0 �r S O U Cts d x O o o O o .- W L LI dw W J LU h- Z co ccU m 0 rn J m ao of 0 0 N w w O S � S O_ Oa w a`) D� N Li- 0 JINN }o~ZI••.F'�_h" CD Cs) Q � (n M- O CK O -i W (a N Q) CL rU. O x O U) LL Z LU F- W •J Q) U l+ 3 CD al 0- Q w n n o(V Z:) U- h- CL Li -. ;6m o Of�OY C -o 2Y 0 ® caC O)DDm 0zZO 0 LL (� U� �m� t3U O� U. oQ 0 N w!M Q®C~)®}> O U @ as o L Z fC J C� Q V) Nv a: 4nm a� _ a) N -o w ONLnZ�QxU, -D ,� m F- O wLU V, N OWN QL E v rn rn rn rn rn ® N >�=U®`'' t1_O C3 U L.<. w; O Q) tD 0 m e x W O Q =1 Z Z o CIDO_ Y 0) 0N w CU v- CIS i� \ `7 U I.LU LOfl LmD C r J w O O O O O (n CL N N Q Q Q O' (n n U 0 0 V CL d c c a(D �> U W N C`i 6 -00 OO. O J W LL J Z F- L +_ a) m as ,r o.. -� +� O.. II m O O ~ Q -1 O m - Lid Z Z as : tS .Q eJ Q « Ca tII D C - v Z Z O F- O< w _® vim) (os a io v c s °�' v 2D ♦, m O- 00DZ�Z �F- = i6 d ►' != L •L c) C w c-0-2-0-0y 0 _ E @ I•... n Z W (°°) OO U a) 3OO df Q m w w O o y CU (S) C15 N 14 CO C6 v N 0 ZHOOZ_ OCwW N ,0 L a_ tQ m y m +' U N* m io w m V m o CD CD (D Q F- N o y- = .m � "' n ° m c _ v = (n -- m (n a0i w = err a) o cr Ln wU � w p (7 LSI.e �._ o O w y a ,. C7 y N = L rn r°' L6 Q= U : N _ .,r ++ (C = N : A O .. C a w H ?, _ C L4 - O y E- M et Z (� W - Z ® -� W N = U ,.• _ m o 0 o M Q a �, w v� _ = to �wa�Lu <w-i f$ - i ^CA .,.r L -0 16 i .� ++ a `K 9 O C J a a N C l[S m 'L3 CD m U is i = - m C a d _ Q °� °� 10 - o c (A a 2 F LS E a m L m ;a m _ La 4) �+ -a N U — — L� a) :° (``o s o c 4 I w ; _ E n °o E w O •,.0-•, w 2 C � E N� � w 2 C E y am~ c v 0 d Cn O >, w E V� 0 C c c C @ c c NL c s o tE o o a> n E a U to = 'C; (0 O O = O its ®O g y z z z > ®a `m @' ss '_ t3L E Cn io m m - o o '' R M o 0 0 0 0 y U L L r 1S : i 't .. a5 �• d c v _m « a E a a C` O) ' N O C m c O o c I i O COi N N y 3 �„ +•' C 2 N N N 7 L=. m > > r E o w C C S C y X y� �� x C(s U == LL. O O V Z 1Ni rY O m() U LL LL LL w a LL tY o a, m L� H >> o rn >>> ` U R o 0 o m m m .. dy O U a w U 4 0 w -v c� fn C7 U ,_ 0 C` C) Y Y Y Y Y Y Y Y 77 O O O O O O O O U o 0 0 o m0 _ D y (0 Z � c 0 CD m i0n LO > x is O^ o 0 0 0 oE O co = 0 0 o m U" o O o 0 0 3 w c=3 ` y a y a o g 2 c7oo® c0000 ai v «. w. U w U) co O o m o a .y.+ E C U O LA , 2 (n O U O (� � C6 >, co m . -. O 2 .m o N w N CD (D -4 4<t m O O E E E t O C > 1p (q m ro m coM •N �• :.. M Ln O O C U. S m W o N aO E C) L(Q 3 0 •0 E R ` ) Lo rL d. U m m rL t CV (V o Y + X .� .a iQ N >+ O CO Ell _ _ C • Lit O® M �= N co r En O d C m p O® O O O o o o 0 m L� Lo Cv c� Y M O C) CD Y r (D L6 N O U O O O Lea (a' o > r.L1.00OO OOOo U eN--Choi {. f`7ti °n n N Q > n N O O O Ca m m m > o; o o Cn M ,n M Ln w c 4) 3 7 >. •a V 0 N - N o - o W N n W a n u u u n R a y 3 w m :° v m m to rn (n v5 .� `p; Q In N LL LL LL LL LL LL lfd 6(n o j Im N wc a o o m m 3 ti (� NE �L E -----� N t , 0 � 'm 'm .� •a o o v 'i;= € tip G o 0 o s z z + Lo N> o c c m E o f o m i R) _ 4) O 3 ! Lw1i ' W U w L.LI O (wn LO W a) •L' (V O } q i i a Alldi °' O m Ca w S 0 vo c 6 'C .. C N 3 oi Z - - - co m .3 0 0 °c r F O N O; y .4 _ jj (a CK w Q) v Ci y o> c Cn 3 3 n cl p sG 0 v 9 O 1C dy Q9 - N ? H a 0) U m o' '3 E r c ? F- o �' c} 0 CCL i3 CL cf) .Y d0 O 4- - O c a w o c L ` O = m m: m 3 c `o m e O1 w. E E '_ G '- O V >+ U V R U).O = w CA L .- - C a o C '- N c Y m m o. is �.. SiS.:.. y d :. _O « w N N o c -:'Oo ` c c a) .� C t 3 C 0 .Os < 0 0 0 : o - Cca... 3 Ca �o -o a m p o m . U Q.. L .0 .� 's.. �. o O y..° c « smi U > m j m = 0 - > �' Cwi m 's `m 0 o c t m° 52 Y c n a m m .+ 0_ ,O 'CS �+ (� Q o .+ o a) w o 0 - 2 d a X X X X X w o > - w w w o w w o v = C c 0 = US m 0 ++ 3 C U) N a X LL J >i Lu O Cn m Li C F 0 0 � > > > � w 0 �n m o U U Ui a `m o IL- E L U. u w �0 U)� _ o O i Q) QT ,, G 4) .., O a '' _� m L LL .o (D w 0 0 _� o� o m c ui w aa)i _ ron w c y o o a ®� .n ) o o �' ()s 2 0 O U) (n LO. rn rn N m Lo O Lo ci .�+ ® (• ° v Y' L iz Lo a L (o —° F+ d C C U C (C3 Q) O - 0 d L G CL C O w 0. t6 U - C O •_ ++ M — �w m =— t_ E ->" cav > = ® (n ►.� o� R U (n: _ vo>' EEC _ C3 (D L L a R ` n `w O �' N Y3 to 'C r0.. a0+ tV - �? +r C O O .s Ocm O d a 7 N w L .�. O) O E o c C`i a' _o C c M a) CM r LO O LO Lo Q O O> R o +. O O •- = i a) Ci3 U O (is c t E a a U (D= V r= r+ c C- m m t w ii is O C w C = CNS _® 3 3 N N C :_ Lts w m > E C :n C%> L .- c x w x ._ >~ s •- m E _ t >- �a o ® E m m E L m = CU & O C o Cn Qy cc « m i O R L Q O h 3 ff c O 0° U _ z `o m• H d U Q) R Qy E E i 0 d U L s Z V �. > .. O C�. +�+ 0 O f LL a Q (n fl Q a > O w > O Ls - Cn t,- M o 0 E /0 • L c o L � .. Lm IS lY m J Li tOA ti d _t ti li ti LL Li Li ti Co C) W _I N C-4 L a) «, (C Q) m 0 M- a Cp ..... Q) :f+ w C CO • - �i 0 M c - - = fr L_ > O O o O O O es - _ ' c to w •¢U my o LL m e WU- Z ill U U FI--U E O 0WLLL Ix 0 - - EZOZ '£L =-w 6una40 xpuV :jas0 (S�IVi30 IIVM) - Z 133HS :}no�o� 6Mp 6wpou6 ou suo�d - 90-8X\6u!po10 oN - ZO-£0-£ZOZ\}!Wsuoal-a\s6u!Mo.aO }ua.un0\}!Muoe Z£\30J.00-30V\Luoo•opdbuuaau!6uaoD - anu0au0\:0 :apj I 0 z w CD w Ld0 z -1 F- W > (D F- O z Z z > D Li m D O 0 Q U J U v w cc N m Ld d Z J d Z Q a oo al W LJ w W Z -J 3 3 w w of Z Z O W Z Z Z Z Z Z Z Z Z Z N D N _(n x x W w x W x W x w x w x W xx w x W x W N 1 d' 00 Z Q cn 1 W U r` JO Ln 0. 1 w 0 0 a � Z 1 z 1 m Z I 1= ®® © Lu zmw m otS CO 0 cn -iuj Ir' IZ >- Z J U � w II F— z �> US / 0 / C � F- L) I-ui r, Qz a0o � �O 3 0U ® CO M LLI Lli V r� a v 0 Z" (Rcr zt 0) rn o� / vwi aW a.ww z `O IL/ v MD �n / it z Ld 0�to ¢ww V)zzz (`v C W�— 0 w O omilm® fig. F 'i dWrY g�� D / CL V) Q : u ® -' tit C7MUM --� CIS o/ S 0 lf' Gift* J I� L y 'r r a � < )uj° • a 6 ui ✓ ` i Is a Ijw :; OppO,o I a0.'WQ !' 0-CI d- Z u) Fy . O Z 1, to 0 Lc O • g MQo _j t_ vim'' CO wC; ��w�Li pw Z Q a O O a. X LLJ 0Zr'7 W p:�Lj p a:amcMo�� N o> WI- o U it II �z OQW I �� 0:N W O f pO wmcn w Fa!} L J(D j 0O L' N �a i) S OLn OC' ° > cvi cwa '- m. + w ,� aW �r / N 3o HOPE e� m � � N Iv cli u0) 00 00 O _ / a11 N -+-N j 3N �Obg 3S O,011 8 UFIE?? ' O Y I LIJ `y 1 , cfl sff J�r� 0 4 ; y ,� � ec���I Z (O r Lr) C7 g� gg � i� 4 ._ } > > 1 iC ZZ , � � �0 �t� O r \ wui O� Z (I Ld ra. 3 W UJ F- Sy N 0 Q LZLJ p 2� > m W W 0 W ui W O U Z w LL ® J 0 O r'7 '. Z O W (n W W / < > C.� m V) O C V) DW Z J L`I o Z N, W Z z v wLLJ U M F- w J q Ld Uj 0 (n W cl ~ w aow (Wnaa mV)d NCL® O a CL IY W n. J W 0 O P !\ OLU v/ J Q Z \ /�ze%i/s.O >Qa F� O UQ W U)z W Ln >'< W J Q U ca Ck Y N < w <CI-Z < O Lu't L)) w w z ens C3 w a DwUqQC z U > O F= � Z-xc. x rndwa w (D z W v Of w F- �d CL 0`r LU h QO LL0m Y U 2zY 0z Lij 4 Z ro zja2 F -2 wawa WVD aE z :3 a2� �D� I w mzz <O< 2 Zuj L` U ~ W U W 0 m ui (D M xs >z ¢z ZW ( o 0 aim °m 1 I c � v I . ti •• . ui 0. 9�1 wj o. D: a w \ EL EL \ 3NIl A-Ld3 O?Jd w O / 0 E CL O Z >- 0' W L.L moo M U LF U �aUr 0� d Z t~R U. S�,'. Ci o fin. w 0 U XtlNI.6 p U NlNsl ,h' Hid3Ct v� `v wm z a0 Q 0 F- 0 L >- Qui 2 0 '- F- F- 0 uj �, a z o ILL CD0�r = -r z - >o oLL = �Q a`n'Y� " U_uoOD "-Z Lu b Cl c7 < �00�:¢Li U awanaw ui0) (n (Y W W L] U5 LLI 35 z O � rr z ° o 0 ¢ LW � Co W w � U0'�, z U 0 0 /JJ} CL w cc F uj i O LLJ U w U'U 0 M 0 w cr : IL U a. Qry 0 rFw-Z 0 ¢m p 0 UJ LL =a wry w rdr) LL W CJ z W 0 Si) � tt z. U uUJ 11 O � U 0 LL ) U w, U) (ncr T 0-1 0 a .r, a U O Ln M N a d a d a N v N i= r w CO m m cn 0 > �: z ui ui V) a ® U a a z O a V) 0 LLJ Q 0 w or >- N z - w J OC < L6i J F- LL M Z �LL ®~z~~� o w N LIJ ® ¢ � U LL G Iw I- F- a w O�(Dp75; :�e W J ¢ Q J z z z o Vf J (n ¢ cel -i�LL�_ZoC �Z ZZOOI-0-wO w U' O O Z = Z :E F- Z- ww w V ZI--z-Z=w Z6OVZSW?(n 3:mwwCzotw �Sw0- LL, 0¢wg vi L;j .J Q wdj4:ol - £ZOZ `£I lDri 6unay0 (Puy :jas8 (Mild 9NIOM) - £ i33HS gno&oj 6mp-6u,pD-t6 ou suDld - 90-8X\6u!P-0 ON - ZO-£0-£ZOZ\}iwsuD-ii-a\sbuiMDjO }uajjn0\}IMuoa Z£\30.,08-30y\woo•olldbuuaaul6uaoo - anu0au0\:O :21!J 110 ' 7� u.vV 7'UL — i.4V(, 2L �..�� ., ....--�..r "r-v .___�� IJJ ��V vuu/ v ��nJ •.._ _.r -- .....v., � � � .. � ... .. � ...,.. �,.. � .. _ V \'V I.J • v 6 t 110 IU U- W o =v w w W .er w W O mmcaj V) II ZUw N m O V} O z a CL az 0- 0 QO LJ is UV) U 0 r�= 0O .� x CL / cn z M OCL C) a = N U Z3 i J so ®p JF d p d p0 UN " w cv�Ww z® V) z UZ `prw0OQto C.D co LLJOz�OOOO CLw CL CLJ/4- Y. o >.Ly�.. CL maim ®LS 0 / p s£ _► J uj f Q d., ::tW 3dolSCL o '6Z ' :: = w o LU. , Dm O Omz 0 I =OOWoM y0>� _ OW � � _ a -CD F O� F� jL ` co N LU Z- 0�uj �j ¢ M® UJIZco 0t��`°LLI ¢W W m IO- U O F LU Z Z � 1 Q G r� ���6 l a Lid x tL) L�2 3r N W W W xwZ� -3 F N;�jO Z UZj � W Z m O W O t¢J W 0 m W U 00 am O ¢ ix m _ 3 w 0 m U C9 z P (n X w W 0 IY5 C6 Co ^ ® cr o <�ZT Mr7�0 w¢jww x00r)tr r� ZWO W J _J 20 V� g0 N WW Mp �m OL0 .Jtw .0 s PO (1) F N Qm } O LL- 0 0.J ZOZZ j O Z pw m 0 (V U W CL Ld w m�'- Uw m g 0�E o a 0 0 Q) m CL o�� of Lo a } V = Lo J O � Lo a X ui LLJ O co CL F n W Z CmJ 4J (n Y0- 3p0® U I N ¢ Cn ® U YP= z Z¢ w J U Las V) >WQ z J U �w O� Z 00 (? W a>-j ooa Z) 0 o w a z �rQw W> 0 J� �wZ Mcur,- 0 U mLLJ 0LLJ Z U m¢ �W W w¢O¢O' a-=W m , O O a- Jpa F ZUMw= ~ S Z0Oa O ZO J0 md jll U)W 0 I 4z 0 m O \z xUT COOW m �= MD xoa <OCEFL o cn ¢U oQ crm (ono m O co P-� O 1 O N CO Z I N� Q JOLj } = (if O 0q-jwo 0 m 0::) z _ o OI.LUOX U Z 0w Q<FLLI 0: a U o F Z J J w o O O Z 0-Z��Z XW 0 N to aHc) I Z F 0Z V)ZU¢LL-r CL UO U fl t/7 zz m W am 0 z� W I c� N m a Da oQ a_ m W m OU F U m = U U s tt7 N U Ofn = V)d 0 00 NO LoZ > a_F X Z U 3 W O O \m w U 't 00 V) craV) NzV)e0 00 Lo K) ow ¢ m U) Looz_ M 0�9: OW t0 p 9 0 W V)0 in Z 0 o O tD O W w J U to m 0 =O U = O F W z J z FE CL N W d d W W O W z Cc oQ J J � J UW of m Z z om 0 W U m F z J ~ tC) ¢ W a ) to Lo p 1 W J CV II a_ �- a LU U 0ZOW W F ¢ J W :2 LILI LdZZ v pZm O F ¢=O Z Z En ,,, z o ul L L 0 0 uj CL a m � V � 0 0 NCkt r 0 x J w �y Lo UJI V N w C=) �cs F W xw -j o N LL _ o 0 x u7 0 N O M r, W3 tC) d' mv� U(� Q<-LjW U ��Cn�JUJ F ¢r LU WWW ¢ � U�.rU-~-1> U C3 J rnt�i D�U� Q Cl LU �J J 1.J W ®LL—U 00 a} O O m 0 0 0F� 010� a. owa- LI-F- d z a O O O m m ® O O X LJ O "9 S! z f` 0,a- x 9S! m ---�_ o g£ 15 O rt' O W U "' In — O 0 �'000 CA `p Z Z V O ¢ g¢ w Z J N ® ®� Z U Z 11 Fw\W \WP Z Up Z LJ W LL, J ® 4 Ow*- LL f) U- W z d. m �NJFJ- I J¢ aLL- �0 o}=o w VI=UV) LLJ FVira x¢F-F m Od L F U W LLI Wm (0 o F-- tFi J W 0 0 0 Z Q L j 3pmZ CO f" J co W-WJ z¢ m Zi2W� Z ¢ J OF z U N W IM 00 Z) oma W Iv m z //\\ Q m _ h ¢ U O F W U m 2 U 0 'N J _J m 0 -.. _qki 9t'L � a W � a= Ja UJI �m m N J m z om z 00 W m to 0 1 Ln d O o Z a Z V wo � m ca zoo, iu i . CO • - Lq uj co .. cn�. • LU r-q LLJ LO �ll � o U U a Q �n Q�N rye Q U m N 0 o ui Q Q ¢ ¢ Q N 0 N w co Co co p 0 O Z 'S Q Y > Z O Q c9 wLn c p w U � Q O a IZ v Vf 3 w Q LU tt >- N Z Li Q m w LU F Z �L~ZIw--~moo LLjNQ® cW�u L�QZwow-_in NAIL I- Lw o ^ O Q :2 Y 0 o - CL LL 0 (J Q w w Q - Ocnt�wV?=�N Q QwVO�N. ai N J z z O ZD N ul < < {�—'J LL�Zm f—z LLJ zz®OF-a 0 60 O w w z W U -z-w2Z=w zvOUz:a=en w U N w 4 a 6 w 0 QCr- a \ \ CO) CV J II W \/\ ? W W -I W ¢ 00 Ow m 0 z ¢ aW m= U W ¢m U Z¢ N U Li 0 0 It O Z Z N wd84:01 - £ZOZ 'g [ uopj buna40 Apuy uas0 (N'dld 30b'NIH80) - S 133HS :}noloI 6Mp-6ulpoJ6 ou sudld - 90-8X\6wpoIO ON - ZO-20-EZOZ\I!LUsuoul-a\s6u!Moi0 }ua1m0\}!Muoe Z£\30),08-30d\woo•opd6uuaau!6uaoo - anu0aUo\:O :al!d f 7II 110 "Z • t6 " O CO o z z U I- a Z L.) z w m O M d Or N ! 00�q� QL i U-1 en ULU ®Crr V N~z0 Q uj � m Z oc000 Q u.im0 LQ V) c� m m 0 m W `--I Q �z y 0 W o V CY)� b r C.6 N II N cu `m N Q. o 0 4� N so a) pi" LOI Irk a r 1 { o rn y co ril co C�V co co I chi U O 2 rn Ca ..- C _ N 1 N O .. W cu o ICN ``�• WviAe7 LO cn cu { N Mcu > <,`_ >+ Q d i . N = > C7 o - U i L A !- 'OCO } 1 00 OLO o G.,.n. N O 1 0 M 1 �, o O N - rn O � cu C 00 p cc `o O Q" O w N Lc)+ a co 7 cu 0.0 v y ti. `cli o ro L) Q \ N C; \00 CO -It N M W CO 7 \(�' -N 00 O V N .- W Co V N O O L_ O ct O M M m cl 6 N N N N O �-- .- � .•� � 0 0 0 0 p y■, Co C.) 0 0000 0000 0000 0co00 L C(D - (P) Mold LLJ LU CL -rin M r z. CY) N04 _ 0 0 0 0 Lq N N O (O N O C3 101 N O a coI N a 70 .` II Nn. p v- Nd N NO > U 04 c > U 4� N S 0 420 C`4 C o N 42 N ° N 0 LN C6 mOLO (Y ci 0 11 0 d II O> L I ; �^� O v JO c J �, 1 a a n x C) N N� O�'S �� v N > J m 0�0 ca O N t rn L J O �r L L I c L �% c r X.r o N O l() N O N J-_ Cl)C°C C L 00 O J m is o W CA uj d J n IILo 1., O cl � Q II r O t`- O c4 L M Z3 h- O c1 d „�Q LO m - N /� ti U C r-- Cl) - co � r 11 co X 41 C V C co O Q � .- 11 00 X C N_ �+ O �� t: N U ►� ¢ O R Q) x _ U o m {•. U C ti ¢ O (U *k = X- d O I+ () .� -- -- - f co J y= N O 2.0 N= O m� 0 - I N w 4= 4- r a, . (I) C Q) ° = llt° V (0 J L +�{% �� ti o J C O (�0 (6 i O ;� Zi O = cu q� CD '0 CST (6 f0 Rf C\IO O LL w w O Ln r N N C { i 1 CID C A II 00 00 00 C O O V- w C M LO 1 N o Ri II dN�N V r 11 0 =4- OMO + U)) W LL 0 4- i N O rrr r II - O L W LL CC) :- 000 O N o = xm II L LOOO O 0) O C6 XM L. L 7 - M /A —! n O QOOO O Ov 00 to It , X C O > S C O O O ® O4- O X C Q) 4) to+ O --I I ( N O Qi Q) (g r O x 7> Ui 0) O (B O O II Cc CU M O X N O00 E (g M (n •� { "� - ------ 1 c�°v > O O `-' O M O 00 > O i �y N ��O N +0--I�il`C? o O C c`0 Q -r v OIC O cn�0 O co Jo© � � (O _ LO uj - O 4-- ,,,� V Cr C) L ia cc It �' Q) (Si o I1 ' _ _. 1 N IL c cu s•- 1- L --- .c o o r L O (u - tl -0 c� �. o I I C - 4- L C ^ L %� L. 2 o C �' " o I I i t i t O I t O� U in 0 0 11 Q !J O II 11 11 O 03 11 O N O O N II O (n L ---- N (U m N cu 4= U) Q) Q) N O O F M •- N C O i �m Cn N N N O O O L N >M.... O c ca a No Zi m O 0) LN N M M�.N� _ -p N K O = z > _ ia. Vj CC O O O O /�•� Cl,) Co .N .r ct> o = O - o s Q 00 O O t6 M Q O > U W A Q N G E E O O m 4- (( iC �Jm N y-+ Q - N v d L Q x 4- I.f. O fa to yrY t 2-5-6 ��� b n 4_�N > vW> O c ----- mm O �cio o (a >_ a� N ., L w 'a , G7 O O N f0 >- N N i= >` U O 1 _ U O O O o -a tom- v} J t( > t •- [. U o60 O 1, 1 v;. �J¢ > �> o L -�- �_ o CL �>>> oII� a) 1 (6 COQ)UL m �> O C `> >> O 11 U) (ts O N 4) O L � N ._ �- �+ r O m — L M r (6 +- r '- O N t6 RS O `- O M Q) N N C U o y -- - ---- -- --{- 6 L C. p N CU ti O M C� �> O 0 L � '� U O � 'k LLI c oc� "It O o� >o '' a) m cmL d ----- O �� II¢L� �� (ntCoUwOCri° Now N C L L L II m V Lo U) F O 0 w o w -0 Q) O •� M .}� i ___ a� 0 �■ .� C M O r V J I -f r� O r r :Q L (� r"• ® O !- {e7 O ('0 `t (.) '0�• O N Q r., �- - v O Q o U ••� 4- 4. 4- cu O t �"� z r � O 1`- Q O 4- 4- 4- (Q • _. _ ___ __ - -___ -- C) Oi O O 4? V p O rr ��C) C C (D 03 OS O O MU �,� O - co N OrNN ��O C C c6 d LC� O cu cc U ® FU 4- U Q z m Orr- rM- r Q) ® O N i 0 co d -- - -- ----I . c t� C) r r r O 0 O O r U in CN Q��@� EL �' oo �° o 0 0 -� a) o coo --- o M O �UU�U i=� �U? v? 0 0 C5 3 � v o0 co F= ai o 0 0 3 > o ®i CO (o _ (o E Q N N _0 L0 Ci co N �; �-z- `r- rn N Co� Rf 4cn- 4u- 4tn "0 O ¢ N N � a) -- � O co � Z = W Q N O (� 4tA 41A 4tl) r R3 0) r it O i I O O O (n r 0 U U Crj `� II If > X O C { - =r-i -r - m C (`) O tf) Li) C N N 0) ¢ C6 Cc x LU J UJ z �. +_ C _ ?� L'' � z WN 0000 ��� C,; CO O ¢ O ?rU WN I ( I 1LO LJN 0000�00 OO N Q) OU wevpOQ®�� 1 O Q) O C_J LC� ill O O ; - ' v (� O N = -0 > Z 0) C) CMO ir-0 > !1 t3 UO 1 O i r C C 6 (O L. LL C ZNQ cr w> O 1 r C C N N O L IL I r, y,. Q 00 N t() In O C y+ O LI- o w t— J Q L Lc) (O N m — t(9 LO O C cu v O Q trzO 1 >+ O O Lc) Ca r+ O CV LL J CL w O It If II U) - r N r r L O� L O -C \ O Itait 1 N 002 z w O o IY 'r3- Oro o �O Q) a > o ®O O Q Lu Q a) N ® " O 4) = O Q In q u� m w r• to ro In In V) V In M In N In .- to o L � Q ¢ 7 � O � ►j� � � � � � f' P V c > ®1 � o cc L L O co A CO 7 M N O L W i- L L ¢ ?� O O` W ' N L- a U o 0 0 0 0 0 0 0 0 (� U L C w W O O i W U Q I (� L W i- N L W c6 0 0 0 0 0 0 0 0 0 0 O N a ¢L.U�' (0 O 3 'S O m yam. Y O �i 4? Q N i U `.- 11 O Q- O Q- O 0 `r. V Y O 6)'-° O r N (%) U 0 II O_ v9 Z w WO v•a O Or U O cc O cm � � � U) � � yF O � a (W) Mow �d2 ��Oo �40.LO a 0 > � � ) �F > W(w)C�V) a) a = 5 con Xali® dU > tea= Q<zJZZz o N¢�QQQ0�n -'L`i�•r••pcz=~'z ..Zz®OI-awo 00:)ZwwcD2v zVOvz=��cn Q ®w Z Lu ® J W two-Cwa< ww M CO CM ti L j O O to 0) it NCY a ��a 4( N 4(- N N `; L_ L p o -CO p - - co LO CO_ 3 co M O N- I -- 04 M - �` ?YID-iw-�. I-1�-- I mini N t'r 'Q O O 1 M N O ___ /^� ,` v C tl o i 1 I I Cl) O ! co + - Q) 3 Q __�— Cl)04 03 O O C2 O O O U o - 1 U > co o 4.7 m 11 O Q Cj Q. � O M O � >_ - -- m ` I N CN 46 co co -F z CD O II = 1 N o �+ II U C t I N o U) S N _0 O m r C 1 I 1 N v U) V 'a (0 O R ! I! I ' N a,+ O c CQ L Cl p ! l E ¢ O ¢ o E a ¢ s U t) p o o m m $ { U N O O O N 70 > C yO t =4c��o O`O > p = L .� 00 CO O W "O U) C cu E .0V --� M O (� O O Ccm N l II O m Q) r L o (%� o — - -- -- - 0) r O - LO Ul)(j Q) p �I o rn a v O I o M O O O iIi 4"- O c11 N m -C 11 O O °' N CCO C) w- ( rn C U) L c N CO c O m cn M o (C Z O CN o N� U O CN o cV� Urn WN C �+ WCV CL T Q O N -Ito O O l 00 c °' Q O O U) N "- LO Lc� 1 f M O ii O ® II ♦Ups i Lt? to l N 0 .Q IU Lt7 j N N ¢ It') O) 4n O to ti Ih f0 to In 7 �n M to N LC! e- tti O i co co Q '� N ¢ N v CO (fl N M CO (O v N N W <O v N e- ao CO v N O (� 0 0 0 n: O O O �? O U) O n! O H O V — '7 O CM M M M d N N N N 7 7 �- 7 6 0 0 0 0 4� R5 `— 0 0 0 0 0 0 0 0 0 0 O = — 0 0000 00 00 0000 0000 0 C O = O O p O C-L _ O O O C N a t0 O C a (s3�) Mold O N (o OCL (�) Mall JCL= � �H tYa= �F m N � O Q Q Q Q Q N V N w m � Ow � O Z Q � w � � W U d 0 � Z O U N W w a W m wdZg:06 - £ZOZ '£l joW 6una44 ,Cpuy nasn (Ob40214AH) - 9 133HS :}no/o-1 6mp•6u!pDj6 ou scold - 94-8X\6u!p-0 ON - Z4-£0-£ZOZ\I!wsuoil-a\s6u!moa0 }uajjn0\;!MuoB Z£\30,108-30b'\woo•opd6uua9u!6uaoo - anu09u0\.,] ;21!A C5�a5WOF— L 1 LLI °��0W o� ^Z o 0- zzzocO<�m 00�=°"w—OU0 o i �U<ujW>- � NQ� z :LOON Q 0 L!1 0 t`� Ln i � O N O M! O t Ln %t l0 IZ d N Ln ri Ln N O M —j W LL z I= �— �- <C - o �' — W z z z O I— a- w o 3 Ori O O N MLA d M 00 I� 4 AO z Vr o=) W( V O W O H zLU U~ U _ S = Ln Ln O O Ln �,, Ln O O O Q���(.7U��� Ve 1� 1� N M M M N 1p � M N ri ri N N CF M N M Q ® W z® J LLJ <( W � ® W 0 Q W l0 Ln r�-i r�i da N LA rh 6 00 ri LA ri e! a W N b H W +1 °o O 3 a i 0) '� o m o Q Z O i ?. m) O O V N ml CL = O O G � m 0 •O m m x I:L _ $ 0 _ L J to p ® CIS to � th•� N to 4A f0 C L O C m 0) ,� f 3 O� Q N .O L al E O _ f6 m Ln L O v 3 bi0 m= v i6 t6 m O (D Ln m U- v E o _ -a v cr- c W V Q1 £6 Ln E m o u a _ T = C m ``� V ^ L a) 5 4� m-LOU t O O E CO � Z-� C- Q W [6 O U V O w F @ COm m tin 00 N yO O o to (J - v m E to v- Ln Gw O_y • X M N� Qi 'CZV C c = Q v- m 0)M O. m O V N 0 N 0 O (cc0 41 tw co @ rC� G c G � Q = W Y Lo Q = <( Q U- V C7 3; ?- a op Ln CO ('J o. U —, O F— O a _ CL <( _ _3 Y V N w to to w an w f6 dp eo 4A to w M m Ln m op s b4 to Ln Ln r r�-I r�-i�i er-i ��-1 M N r- i M r-I e, r-I ri r, r-1 M rM-1 NIt er-i rN-i N eM-i X-1 Ol � 51' WdyS:oL — £ZOZ '£L joW 6una40 1puV :aas0 (NV -Id 3dVOS(INVI) — L 133HS :Ino?°] 6Mp6uIpoa6 ou suDId — 90-8X\6uiP-0 ON — ZO—£0—£ZOZ\}!wsuoJl—a\sbuiMoaO }uajan0\I!muog Z£\30,kO8-30V\Woo'opd6waaauibueoo — 9nu0aup\,;0 ;aI!A FLOOR PLANS SHEET INDEX FIRST FLOOR ELEV.: 163.50' AVERAGE NATURAL GRADE: 161.25' NO. DRAWING NO. DRAWING 0 SPACE CEILING ELEVATION CEILING HT.ABOVE GRADE CODE A01 TITLE SHEET Al2 FRAMING LAYOUT(FLOOR) -) osne Cv A I62.so' 2.2s' <s.00' A02 SITE PLAN A13 FRAMING LAYOUT(CEILING) z py rA03 HEIGHT/SETBACK RATIO PLAN A14 FRAMING LAYOUT(ROOF) LE _._.a. ._...�r.,,_.�. A04 FOUNDATION PLAN A15 ELEVATION 0 A05 FOUNDATION DETAILS A16 ELEVATION �w - - A06 FOUNDATION DETAILS A17 ELEVATION v R,L-. luiA A07 BASEMENT FLOOR PLAN A18 ELEVATION oil ,� r• 2023 =aaaaa A08 FIRST FLOOR PLAN A19 WINDOW&DOOR SCHEDULE PERK MAR 1 _ _ , .�T° Pei A09 SECOND FLOOR PLAN A20-A24 DETAILS V S B L## DK6 "' A10 ATTIC FLOOR PLAN PO1 PLUMBING RISER DIAGRAM ®A -� =EPARTMENT All FRAMING LAYOUT(FLOOR) E01-E04 ELECTRICAL FIXTURE LAYOUT w 2 9 9AII BASEMENT FLOOR: N.A.S.F. STATEMENT OF COMPLIANCE _ _ TME ARCHITECT,JUSLTN F.MiNIERL A.IA(N.YS.LIC.NO.18332)HAS PREPARED THE CONSTRUCTION DOCUMENTS,WRITTEN&FIGURATIVELY IN B 1 1'1 e n n n n n COMPLIANCE WITH THE LATEST APPLICABLE SECTIONS OF LOCAL AND STATE BUILDING CODES,2020 RESIDENTIAL CODE OF NEW PORK STATE. V L.LJ 1 Vil age f Rye B� ok,NY 11i' " '1ri' MAI- -!1-4�i REQUIRED SYMBOL TRUSS IDENTIFICATION SIGN V •THE SION SHALL BE iN CONFORMANCE WITH NYCRR SECTION 1265 FOR ONE&TWO FAMILY DWELLINGS F R 0 THE SION SHALL BE SECURELY AFFIXED TO THE EXTERIOR ELECTRIC METER OR AN ALTERNATE LOCATION APPROVED BY CODE, WHENEVER IT IS NOT POSSIBLE TO DO SO.REVIEW LOCATION WiTH THE BUILDING OFFICIAL PRIOR TO INSTALLATION. GENERAL NOTES 1.O.C.SHALL REVIEW PLAN AND SPECIFICATIONS PRIOR TO START OF WORK ARCHITECT SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCY. 2.DO NOT SCALE DRAWINGS,USE WRITTEN DIMENSION.LARGE SCALE DETAILS AND DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. -- 3.O.C.SHALL INCLUDE ALL LABOR,MATERIAL,AND EQUIPMENT FOR ALL SHOWN OR SPECIFIED,INCLUDING TEMPORARY FACILITIES AND/OR SUPPORTING STRUCTURES. *� -- 4. O.C.SHALL BE RESPONSIBLE TO SECURE ALL PERMITS FOR CONSTRUCTION. � cl 5. O.C.SHALL OBTAIN THE CERTIFICATE OF OCCUPANCY UPON COMPLETION OF WORK AND SUBMIT TO OWNER 6.OTC.SNHALLCCHECK EXISTING CONDITIONS PRIOR TO START OF WORK G.C.SHALL BE RESPONSIBLE TO VERIFY THE LOCATION OF ALL ViSIBLE O FIRST FLOOR: 2,25 1 S.F. 7.ALL LABOR,MATERIALS,AND CONSTRUCTION SHALL COMPLY AND CONFORM WITH ALL RULES,REGULATIONS,CODES AND ORDINANCES OF ALL ^W/ LA N FEDERAL,STATE AND AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK B.THE O.C.SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL,RUBBISH,IMPLEMENTS AND SURPLUS MATERIALS. �r.! _ THE O.C.SHALL LEAVE THE BUILDING BROOM CLEAN. v r^ 9.G.C.SHALL PROVIDE UNDERSIAB PIPING FOR FUTURE RADON MITIGATION MAKE AND PROVISIONS FOR FUTURE VENTING. G.C.SHALL BE RESPONSIBLE FOR ALL RADON TESTING. 10.THE H.VAC.SYSTEM SHALL BE DESIGNED BY A QUALIFIED,CERTIFIED H.VAC.CONTRACTOR AND/OR MECHANICAL ENGINEER RETAINED BY THE G.C. 0 O ALL APPROVALS SHALL BE OBTAINED BY THE O.C.HVAC CONTRACTORSHALL PROVIDE COMPLETE MANtTEL J&MANUEL S CAICA I ATION. 04 - ----- 11.ALL ELECTRICAL WORK SHALL BE DONE iN STRICT ACCORDANCE WITH LOCAL&NATIONAL FIRE UNDERWRITER CODES&LOCAL UTILITY CO. IL A MINIMUM OF 90 PERCENT OF LAMPS iN PERMANENTLY INSTALLED LIGHTING FIXTURES ARE HIGH EFFICACY LAMPS PER 404.1 OF 2020 RC NYS. 0 N 13.ALL CHDA NNBYS,FLUES AND OAS VENTS SHALL COMPLY WTTH THE REQUIREMENT'S OF CHAPTERS WAND 18 OF THE NYS RESIDENTIAL CODE. ^n -- 15.O.C.SHALL INSTALLA COMPLETE SMOKE AND CARBON MONOXIDE ALARM SYSTEM THROUGHOUT HOUSE.PROVIDE A SMOKE ALARM UNIT iN EACH 04 BEDROOM AND SMOWCARBON AIARMCS)ON EACH FLOOR INCLUDING BASEMENT iN COMPLIANCE WITH N.Y.S.RESIDENTIAL CODE,SECTION R 317.1.1. SMOKE AND CARBON MONOXIDE ALARMS SHALL BE HARD WIRED WITH BATTERY BACK-UP.ALL ALARMS SHALL ACTUATE SIMULTANEOUSLY BUT DMI NCT VE ALARM SIGNAL SHALL BE USED TO DIFFERENTIATE EACH TYPE OF ALARM.ALARMS SHALL BE CODE APPROVED AND U.L LISTED. b 16.G.C.SHALL HAVE PROFESSIONAL APPLIED CHEMiCALTERMICIDE TREATMENT TO SOIL FOR PROTECT10N AGAINST SUBTERRANEAN TERMITES p Y s AS PER R318.2 OF THE 2020 RCNYS.O.C.SHALL PROVIDE ALL REQUIRED DOCUMENTATION Ti0 LOCAL MUNICIPALITY. a ea 17.O.C.SHALL BE RESPONSIBLE TO RETAIN THE SERVICES OF A CERTIFIED•HERS•RATER THE'HERS'RATER SHALL PROVIDE A COPY OF PROJECTED -- COMPLIANCE REPORT PER 2020 RCNYS AND PERFORM THE DOOR BLOWER TEST AND PROVIDE REQUIRED CERTIFICATION. mm C GENERAL CONTRACTOR SHALL PROVIDE A COMPLETE FIRE SPRINKLER SYSTEM FOR THE EXPANDED AND MODIFIED LIVING SPACE AS PER CODE AND ^W7 ENGINEERS PLAN.THE SYSTEM SHALL COMPLY WITH NFPA.13.THE G.C.AND/OR OWNER SHALL BE RESPONSIBLE TO RETAIN AN ENGINEER TO DESIGN THE w W M SPRINKLER SYSTEM.THE ENGINEER SHALL SUBMIT ALL REQUIRED PLAN,DRAWINGS,SPECIFICATION,ETC,AS REQUIRED BY THE BUREAU OF BUILDINGS. SECOND FLOOR: 1,568 S.F. MANUAL J DESIGN CRITERIA ::� � a ELEVATION IATTTUDE WINTER SU)IMM ALTIiLIDE INDOOR DESIGN HEATING COOLING WIND WIND OD DAILY WINTER SUM IM 9 z� •��a HEATING COOL NG CORRECT. DESIGN TEMP. TEMP. TEMP. VELOCITY VEIOCTiY WET RANGE HUMIDITY HUMIDITY y FACiOR TEN' COOLING DIFF DiFF HEATING OOOIINO BM z en O 4W 41 12 87 70 75 68 20 M 30 DESIGN LOADS MATERIAL STRE GTHS `n SOIL BEARING: 4000 PSF CONCRETE 4000 PSI a FLOOR: 60 PSF(40 L•20 D) DIMENSIONAL LUMBER: 9 I ATTIC:(Ce AND GREATER HEADROOM) 45 PSF(30 L•15 D) ENGINEERED LUMBER- ATTIC:(LESS THAN 4'.6•HEADROOM) 30 PSF(20 L•10 D) •GLULAM 2400 PSI i i i i U ROOF(SNOW LOAD) 60 PSF(45 L•15 D) •LAMINATED VENEER LUMBER 26M PSI PORCH&DECK 70 PSF(60 L•10 D) •PARALLEL SiRAND LUMBER 2900 PSI GUARDRAILS&HANDRAILS: 200 PLF STRUCTURAL STEEL• 36 - 2020 ECCCNYS ATTIC FLOOR: BUNLDINO TYPE: ONE&TWO FAMILY DWELLING DESIGN TEMPERATURE 0 DEGREES F./ DEGREES F. 0 S.F. DESIGN DEOREE DAYS: 5000.60W CODE DESIGN METHOi?OiAYtER 4; :RIPTiW BUILDING (S ONS 402.1 TABLE 4kn 1.2 INSULATION AND FEN (IN RUEOLTI ENTS BY COMPONE)NT GROSS FLOOR AREA SCHEDULE GLAZED WOOD MASS BASEMENT SeCLIMATEFENn?NSKYJOHTh j ESTRA FENESTRATION CEILING FRAMEWALL WALLFLOOR WALLRrV � ZONE U•FACT'OR U•FACTOR SI{GC, RVALUE RVALUE I�VALUE R•VALVE R-VALUE &D ZONE: R-12 FAR: FORMULA LOT: 20,214 sF 4 0.31 0.55 0.40 49 20a13.5 8/13 19 10/13 MAXIMUM PERMITTED FLOOR AREA. 3,820 SF �R'VA1 UFS S O M E INSULATION. ION.THE l9�SHOC ARE ALUE O 1�LS.WHEN INSULATION iS NOT IN THE CAVITY LUE S IS DrSiGN THICKNESS OFTHE INSULATION,THE iNSCAILFD RrVALUE OF THE INSULATION SHAH N(7T BE THAN THE R.VAUJE SP£c_'t b.THE FENESIRATiON U.FACTOR COLUMN EXCLUDES SKYLIGHTS THE SHOC COLUMN APPLIES ALL GLAZED FENESTRATION � DA FLOOR AREA RATIO CALCULATIONS AS CLIRRENTLY DEFINED IN EXCEPTION:1K Dom NOT a EXCLUDED FROM GLAZED FENESTRATION SHOC REQUIREM iN CLIMATES ZONES I THR H SHOC 9/ /22 THE VILLAGE OF RYE BROOK ZONING CODEON CAVTIT dtEV[SION ___ • All•IM SE%19.s 1HALL B TILED TO MET WITH���iNNSUTA�ON ONOi OF THE THE EMp�WA L OR ' EXISTING PROPOSED �RT R�O O o HE H ME'IW13ASEMENT WALL MEANS RrI0 C xW JUOUS INSULATION ON INTERIOR OR FXTERIO H OR b3/O1/23 /22 BASEMENT FLOOR N.A. N.A. 22 d.R.5 SHALL BE ADDED TO THE REQUIRED SLABS HR 1��$UD R HEATED SLABS INSULATION D SHAH BETHE D OF 1/3/23 WHICHEVER IS LESS IN ZONES 1 THROUGH e.THERE iS NO SHOC REQUIREMENT'S IN THE MARINE ZONE. - FIRST FLOOR N.A. 2,251 sP L THE FiRST VALUE iS CAVITY INSUiATiON,THE SECOND VALUE iS CONTINUOUS,SO.1345•MEANS Rd3 G INSULATION INSULATION. " I I t THE SECOND RVAI�JE APPLIES WHEN MORE THAN HALF THE INSUTATi(>ri is ON THE INTERIOR OF THE MASS SECOND FLOOR N.A. 1 568 sF 18332 - � 1,JUSTIN F.MINIM,ALA QN YS.llG N0.18332)CERTIFY TO THE BEST OF MY KNOWLEDGE AND B T T'N a 'i - - _ - (` ATTIC FLOOR N.A. SPECIFICATIONS CONFORM WITH SECTION R105.2 OF THE 2020 ECccNNYs. O SF TOTAL N.A. 3,819 sF CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE oRIGINALARCHmCT!S GROUND SEISMIC WINTER ICE BARRIER FIOOD AM MAN SEAL IN RED INK SNOW WIND DESIGN DESIGN SUBJECT TO DAMAGE FROM DESIGN UNDERLAYMFINT HAZARDS FREFEDiD ANNUAL DWG No. CODE: 3,820 SF > 31819 SF LOAD CAT. TEMP. REQUIRED INDEX TEMP 3 2BonwitSPEED Toro SPECIAL WTNM WEATHERING FROST LINE TERMITE A01 Road Brook NY GRAPHIC REGION BORNE DEPTH�� WINDS DEBRIS SECTION:135.50 BLOCK: 1 LOT:30 20 PSF ZONE B 0•.10•F YES YES 1000ORLESS 512F TITLE SHEET (DONE X) 1�20 NONE YES YES SEVERE 4r TODHEAVYE Posner 24M26 SCALE: 1" = Zo' SITE PLAN SCALE: 1" = 20' GENERAL NOTESru 0 1. Site plan is based on survey by TC MERRITTS,Land Surveyors,P.C. 394 Bedford Road,Pleasantville,NY.,January 20,2023. 2. The Architect shall assume no responsibility for the accuracy of the 4) original survey.Refer to original survey for additional information. z 3. The General Contractor shall strictly adhere to all rules and regulations laving jurisdiction. ru 4. The General Contractor shall review plans and specifications prior 00 to start of work.Architect shall be immediately notified by the G.C. 114 of any discrepancies. PQ 5. The General Contractor shall be responsible to secure all required Q permits for construction. 6. The General Contractor shall obtain a certificate of compliance or W occupancy upon completion of work and submit to the Owner. 7. The General Contractor shall install all sedimentation and erosion U control measures as required by local code prior to construction. All controls shall be maintained throughout the construction process and inspected periodically. 103.00' N 82'33'30'%W to N N i y i 35'RYD � © ———————————— IZ REMOVE EXISTING GAZEBO Q i dD I I I I I I I I � ' I NI I I I LINE OF ALLOWABLE II) Ld I I I BUILDING ENVELOPE O I I -- PROPOSED I I FLAGSTONE PATIO ' :• PROPOSED �4x PROPOSED O O -STORY VERANDA I ``��. ( WINDOW WELL a ............................. PROPOSED O PROPOSED------_ �- I :I �` I BASEMENT STAIR a N WINDOW WELLS PROPOSED PAD 000 I ---PROPOSED c w BAY WINDOW I-STORY PORCH I I6.00' - 00 --- - -— I 2b.24 pwD x ram''. PROPOSED I I-STORY PORCH ( w � ---� PROPOSED 56" - I W. PROPOSED b W. ao a FLAGSTONE WALKWAY I L - w 35'FYD I PROPOSED z o� PM6 ASPHALT DRIVEWAY ' I NV CURBSTONE X ti S REMOVE I © Ors EXISTING DRIVEWAY;,3 '—' Oa ao __ 06 '7 ZONING D"T AW ZONE:R 12 (ONE-FAMILY RESIDENCE) -PROPOSED CURB GUT SECTION: 135.50 BLOCK: 1 LOT• _0 BONWIT ROAD BULK REGULATION CODE MUSTIN PROPOSED LOT AREA MIN. 12,500 S.F. 20.32 . " O, S.P. LOT WIDTH MIN. 65' 2?' N/C LOT COVERAGE YO BUILDING MAX. 17% (3.371 .) NA 1 15.2%(3.OX7 S.F.) •ACCESSORY MAX. 4% (79 .F.) NA A • DECK MAX. 4% (7 3 S.F.) N.A. IMPERVIOUS MAX. 6.611 S.F 212 S.F. n\ • FRONT YARD MAX. 40% ( 883 S.F.) 0.24% 43 9/06/22 C�p i STEEP SLOPE AREAS AS SHOWN YARD SETBACKS 141 _ ON SURVEY DATED 1/20/2025 FRONT(1) MIN. 351 NA 36.oa o/O1X /03/22 FRONT(2) MIN. 35' N N 11/30/22 SIDE MIN. 15, N 1 Cr - 0 31/23 SIDE(TOTAL) MIN. 40' N 1-74' ; I REAR I MIN. 35' NA I V1-(W _'ZKO BUILDING HEIGHT ROOF MIDPOINT MAX. 30" NA STORIES MAX. 2 STORIES NA STORIES FLOOR AREA GROSS MAX. 3,820 S.F. tin-NEW wic c�iitEcis ADDITION G No. EXISTING STRUCTURE TO REMAIN ® PROPOSED ONE STORY ADDITION PROPOSED TWO STORY ADDITION (E) EXISTING YARD SETBACK 'Z AREA OF STEEP SLOPES(> 100V- 141 SF A02 KEY ® EXISTING STRUCTURE TO BE REMOVED PROPOSED IMPERVIOUS SURFACE PROPOSED SECOND STORY ADDITION (P) PROPOSED YARD SETBACK '' 141 x.7 5 = 106 SF, LOT: 20,3 20- 106- 20,214 SF SITE PLAN REFER TO ENGINEERS SITE PLAN FOR INFORMATION ON GRADE ELEVATIONS,DRAINAGE,UTILITIES CONNECTION,EROSION CONTROLS,ETC.. • DO NOT SCALE PRINTS Posner 240026 0 HEIGHT SETBACK P,..-AT10 z .r. 0 0 1w 1 4� I V I I 1 I 4� I W LW g _ H5R- H5f?-3 _ tu tu t _ � W Q F.F.E. 163.50'I i QI I I 0 0 I �+ N ao I o N, — moo L _ vi d v, • 163.'10' Z o� AVERAGE GRADE a ci I Y a I m in01 I I 0. a0 ri W O , ----- I a A I FIIED Ioe M 3/01/21 1 k'O3/22 10/22 i 1/23 T 163 50' HSR-2 ❑ El = t Q HSR-I FIRST F�LFmwal • ;i.f .�.:;. -,. 161.61'_ 163.10 _ HSR-3 ' ' 161.40' AVERAGE�`'�`DE 16150' - - - FRONT ELEVATION SIDE ELEVATION 83 s WK UWG No. A03- ZONE: R,-12 FRONT - 0.69 TIO : 1 .60TI0 . HEI T GH SETBACK / Posner 240026 GENERAL NOTES 1.GENERAL CONTRACTOR SHALL BE RESPONSIBLE'TO CHECK&VERIFYAt L Q FOUNDATION ----------------- PLACING CO COREiE.NOTI Y ARCHITECT IMMEDIATELY OFF ANY TO ONS ARE ACCURATE&CLOSE PRIOR r DISCREPANCIIiS. 18"x 6"x Ib°D. --- 1 2 E�FOOT� W MUST BEAR ON SOLID,UNDISTURBED-VIROMr SOIL 3 _ ' �.T. r... E. 4° ALL POCKET /r I r___-._-_ SUMP PIT* 3.DESIGN OF ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION v W/5"x 12°x 3/4"STEEL / I " , OFACI SPECIFICATIONS AND PRODUCED IN APPROVED M1XLTn3 PLANT BEARING PLATE IN ACCORDANCE WITH ASTM REQUIREMEN75.00NCREEE STRENGTHS a , W , I .•• +04 FOR VARIOUS USES SHALL BE AS SPECIFIED IN THE FOLLOW WO J--'-` -- ----/---- L I BREA I ,: , SCHEDULE(MINIMUM COMPRESSIVE STRENGTH,f'c AT 28 DAYS) , -, 1 •FOO I�NGS,FOUNDATIONS 6L INTERIOR FLOOR SLABS.................400o I'31 I I .. � I 42 x 12 •GARAGE AND EXTERIOR FLOOR STABS............................_................'8N PSI • «« 4.STEEL BEAMS SHALL CONFORM TO ASTM SPECIFICATIONS A36 FOR Q * BG I r --- -- �� --- --- 1 *� I , I 20 b GAUGE GALVANIZED STRUCTURALSTEEL(Fv-36 KSO. }„I 1 +00 -16 I COMPOSITE STEEL DECK 5.STEEL COLUMNS SHALL BE STANDARD STEEL PIPE AND CONFORM TO M I ( ASTM SPECIFICATIONS A53 GRADE B FOR STRUCTURAL STEEL My-35 KSI ►+1 6.CMU SHALL BE LOAD BEARING CONCRETE BLACK[AID LEVEL&PLUMB 5'x 12"x 9/4"STEEL-- -- I BG W A FULL BED OF CEMfiTJI'MORTAR ALL JOINTS SHALL BE FILLED AND Q� I i 1 BEARING PLATE PROPERLY TOOLED.HORIZONTAL JOINT$SHALL BE REINFORCED WITH I -)�_8• 1�_8• "1'_8° DLTR-0 WALL WIRE AT I&IN ON CENTER CEMENT GROUTSOL.ID OGRES BASEMENT FLOOR , I I WITH STEEL REBAR SHALL BE CEMENT GROUT SOLID. I 7.BAR REINFORCING STEEL FOR CONCRETE SHALL BE GRADE 60 •4'COW TE 1 FILL I K DEFORMED BARS EXCEPT FOR TIES.WHICH MAY BE PLAIN, •4'CONCRETE(4000 PSI)SLAB I Ip 1 STEEL DECK** 1 I OS ' SHALL CONFORM TO ASTM SPECIFICATIONS.REINFORCEMENT YV6x6 W2.1 x W2.1 NO^F CONTINUOUS i I •10-MIL.POLYETHYLENE VB. I I S SPAN � STEEL BAR4(REBAR)SHALL BE NO OTHERWISE. UNLESS NOTED OTHERWfi. I I In REFER TO WALL SECTIONS 6<DETAILS FOR REBAR PLACEMENT. I 4 .4•(MINJ GRAVEL BASE I �, �, VERANDA FLOOR Ir I 8.PROVIDE WALL AND/OR FOOTING)SLEEVES AS REQUIRED FOR UTILITIES ___ REFER TO DETAILS FOR CONCRETE 9. PROVIDE 5^119.DIAMEI;ERx 18-IN.GALVANIZED ANCHOR}BOLT AT 48W ry I I O6 I ( 1 SPEGIFIGATIONS O.C.(MA)O TO SECURE MUD SILL PLATES TO TOP OF FOUNDATION WALL 1 _ N J) I = I 10.FILLED AREAS TO BE MECHANICALLY COMPACTED. 11.PROVIDE FOOTING DRAINS TO DRYWEUS OR STORM SEWER. I I K x( x( 1 I 12.PROVIDE PRESSURE TREATED CM 2x SUSFRAME AT WINDOW AND DOOR FOUNDATION OPENINGS. 13.FLATWORK SCHEDULE WHERE APPLICABLE. 42 x 12 O - T.BD. -18•x 6'x 161,D.-� 7 I IN FIELD . Sr_pn � ,� I ( 4 •BASEMENT FLOOR STAB........................................................4UN• .THICK WALL POCKET W/ I 5°x 12"x 3/4"KET STE I BG •INTERIOR FLOOR SLAB...........................................................+IN THICK ' ° 1 BEARING PLATE 1 , .' •CRAWL FLAORSIAB......_............. LW THICK 4 I6'-10" 2" 6�'`4� •t)ARAGfi FLOOR SLAB..............................................................SW.THICK 1 r- -----, •EXTERIOR FLOOR SLAB SW.THICK r^ `� -1-- - BG A 30 x 12 • VJ I I- _- _ -ah_ ______ _ o AG I�1 ''�:' - 112' 14.ALL SLABS EXCEPT AT CRAWL SPACE SHALL BE REINFORCED WITH • 6 x 6 W2.1 x W2.1 W.W F.PITCH GARAGE AND EXTERIOR STABS FOR `' '• �• 42 x 12 ' I TEFL LADDER - E I ---- DRAINAGE'S.PROVIDE A COMPACTED GRAVEL BASE(+I N.MIN.) _O I ` J -- -- O5 - - ' I ---I ,; I BENEATH ALL CONCRETE FLOOR SLABS. _._I i 4• r• •r +� I 15 .PROVIDE 10-MIL.FLOOR SLABS INCLUD GVAPOR BARRIER UNDER ALL INTERIOR I ( 1 I 4°x 4°x 3/8°I I A, -- N 1--- r E. COMPACTED FI 16.All STEEL GIRDER COLUMN PLATES.ETC...SHALL BE SHOP PRIMED WIT I I- - -1 _ • _I_ I (1)COAT OF RUST PROHIBITOR 6a A SECOND GOAT APPLIED IN THE FIELD. I r-- +0O , I HD6 STEEL ( � E I WINDOW r T (----I I 17.PROVIDE COPPERTERMTTE SHIELD AT TOP OF FOUNDATION WADS AG 1 , 42 x 12 L I I AN6LE 1 13O x I2 g , 1 HELL I ( , +00 I- O ENCLMD40 THE CRAWL SPACE IF SHOWN AS PER WALL SECTION AIND ot� 1 +12 -----J L---- - -J -____ :'� I MAINTAIN SEPARATION FROM P.T MUI�ILL WITH E Ps SILL SEALER. 4- I 1 1 O --- -1--- WIO)d STEEL REINFORCED P I , aa- , L _ .�:, J �,.o --- -� _ ,_ CONCRETE ST R COLD WEATHER I I I 51LL M.O.A 36"AFF L�t�- TEEL GI- ----- -- n --- --- - I /I I [ ) cd 18•x 8°x 12'D.---� r, • +00 � brr 4r_Qn " � 1 I : I Q THE MDR PLACING AND CURING OF STRUCTURAL OONCRE E,SHALL O I t WALL POCKET �" 6 I `•; AG E' COMPLY WITH SPECIFICATIONS OUTLINED IN THE ACE 306K(LATEST M.O. EDITION).GUIDE TO COLD WEATHER CONCRETV4G.THE GENERAL --- -�' W/5"x 12"x 3/4"STEEL 1 +12 +00 I I .• I p CONTRACTOR AND SUBAOONTRACTORS SHALL GUARANTEE ` I BEARING PLATE 2 x P.T. BFRAME 18"x b"x 12"D.- ( I I x ADHERANCE TO ALL APPLICABLE SECTIONS. I --2 x P.T.SUBFRAME I __-- a rr WALL POCKET I•% �' Q F -5 x 12 x 3/4 STEEL W/5"x 12•x 3/4.STEE ',`. STEEL LADDER- I I 1 BEARING PLATE SILL M.O. 36"AFF BEARING PLATE X I I q LEGEND V) ;kl _ I 1 � �+ I I 30 x 12 I I n F- 0 pp I .�Z ;� 0 2 x P.T.SUBFRAME 1 2 x P.T.SUBFRAME I I t ,I • I In Z n EXISTING FOUNDATION WALL(VERIFY IN FIELD) 04 M 0 BASEMENT FLOOR ;� 1 •. 1 Q o 4 ______ F+� a - 1' •• `fl M N •COMPACTED FILL - n -1 r yp� � POURED CONCRETE FOUNDATION WALL )•+ N LINE OF 2 /�f 7� � •ry I n � r.��f-:.�r•i�i: AG -- OS O 1 •4'CONCRETE(4000 PSI)SLAB SLAB INSULATION ►;' W/REINFORCED POURED CONCRETE FOOTING a 1^ I c� W/6x6 A2.1 x VC.1 VOW ,----- i SILL M.O.G 36"AFF x •10-MIL.POLYETHYLENE V.B. Q •W(MINJ GRAVEL BASE I --_j CMU FOUNDATION WALL N �� 4 I G O 1 n " I x 12- r"- E W/REINFORCED POURED CONCRETE FOOTING o J 4 ______ f• 8f' I I s I �t E 48 M A 18 x 8 x 12 D.-�� I ( O ------ - - O O5 WALL POCKET \ ( 4�$• FOUNDATION WALL SHELF u• 2 L__J W/5 x 12 x 3/4 STEEL \ , L---- - "' FOR MASONRY VENEER BEARING' I 1 r- - r BEARING PLATE 1 24 x 12 I I \ I `` -- _- (SET STIR 6•MIN BILLOW FT MHM oxwnq WIO x 30 STEEL GIRDER I I WIO x SLa GIRD I �; I -_ SIM_ W oG Fy t I -- I I I We x 10 STEEL I OD I I `�D I r 1 O Q `` BG FOUNDATION STEM WALL(SEE DETAIL) , 4'-O• I \\ --44� L_-- KJ BEAM L_ _J , L- -J 36 x 12 i +00 I rcJ. W EQUAL EQUAL EQUAL - , - s PORCH FLOOR BEAM WALL POCKET GOMPACIW FILL x S'x 3/4'STEEL BI:ARIIJG PLATE 1 ----18°x8"x12°D. • F ga O O s 5 1 a E{ ** Ib HIM. VV bx6 A2.1 x H2.1 Y�AP. Q POURED CONCRETE CYLINDRICAL PIER °Oo 1 1 B I I B I OS -i 4 C40WRETg(400o PSI)SLAB Z e- 30 YVV 5L x 12"x 3/4'STEEL L J L- J r-- --- ------� L -I L-- •6•(MIN)GRAVEL BASE O EXIST>r10 STEEL COLUMN VERIFY IN FIELD) c .� I +12 BEARING PLATE r- - m , ••' '• •�CONTROL FABRIC X • f a 1 Q CANTILEVER EAM 1 .• ° 1 r--1 •4'O.D.STANDARD STEEL PIPE COLUMN aGa,�.,' a Q I I 4"CIA.PVC,PERFORATED FOOTING I � n -j - --fi-- - -----�o -4------ •( BASE PLATE:8'x 8'x 3/4'STEEL PLATE I I DRAIN(TYPICAL)BOTH O INTERIOR 4 1 ( I. ( I I I 1 I TOP PLATE:HY x 5 1/2'x 3/4'STEEL PLATE ~' EXTERIOR SIDE OF FOOTING L_ _J I 1 i *� H I I L-_J •UNLESS NOTED OTHERWI ON PIONS. SUMP PIT* 4r_6" 4r_grr I r--1 O I I ««VERIFY FINK ELEV.TO DETERMINE 24 x 12 FOOTING SIZE(W x D CHES) ( 30 x 12 +12 ( I NUMBER OF S (IN.IfREASE AS REQUIRED) I �• F I I +00 30 x 12 +12 TOP OF WALL ELEVATT (INC ) D '6 -I +12 o I I I TOP OF WALL BELOW GRADE or, - I 1 ..�� I L - - +oo • 1 +12 CiD I L-------- ----- -- -------------------a----_'fl dD _ _� (6•MIN.) °•.,: .., y ,';,s• .+ «.. I 1� p AG TOP OF WALL ABOVE GRADE I L ------ -------- --------- I GARAGE FLOOR (8•iv111v.) T PORCH FLOOR I 1 36 x I2 1 ' 3o x 12 •s•CONCRETE(400o Ps1)SLAB I I FOOTING D E *� W/6x6 W2.1 x W2.1 W.W F. I I FOOTING REINFO ENT S BE NO. BAR E •COMPACTED FILL •10-MIL.POLYETHYLENE V.B. 1 1 Q •4'GONGRETE(4000 PSI)SLAB . • N Ob 9'O.C.EACH Y(MAT REIN RCEM ) 05 )W„4 REBAR o 10"O.C.,BOTH MAYS LL _1 b (MIND GRAVEL BASE•b"(MINJ6RAVELBA5E _____________ _----J I o5 I ps Q SIZE •Y'EW GONIROL FABRIC I I I I 14 4. ' 1 I 1 OX E}QSTINO TTN0(VERIFY FIELD EU A _-__--__---L---_-_ ---_- I 1 1 , 24 x 12 I I O 24'x 2oV 1r D.CONCRETE Q�'i -( p e in 24 x 12 I BG I 'r-24 x 12 i 1 �^ 06/22 Og W x 30• 1 r D.CONCRETE ' . Q «NOTE:G.G.SHALL DETERMINE EXACT LOCATION OF C 05 I +12 I I O 36•x 36'ku'D.CONCRETE O /01/23 l0/3/22 ir SUMP PITS PRIOR TO PLACING CONCRETE SLAB O I w ji I I I i I Q 4r x 4r x •D.CONC G �D3�23 I 1 BG +12 1 1 I 1 DATUM V M O '48'x 48•x 15• CON. ��` 1 L-------- ----------------� 1 I Now O 24'x W x 12•D. CRETE • -- ----------------------- -- SUB-FLOOR GO 30'x(L)x lr D.CONC O• '-10" 18'-4' '-10` 15 3/4" HO 36•x(W x 15'D.CONCRETE •�,` O` M.O. 38'-8" 221-O' J. +� oltl CFu'IEc1s • JO 4r x W x 15'D.CONCRETE FOOTING• s RED INK ' T.O.W. DWG No. 4W x(L)x 15'D.CONCRETE FOOTING• ••' •.• 'NOTE:THE LENGTH W OF FOOTINO SHALL BE THE SUM OF THE A04 •. D1SI-ANCE BETWEEN COLUMNS&THE FOC`_n NG WIDTH. OUNDATION PL SCALE:1/4"-1'-0" � �• •ALL METAL CONNECTORS,ANCHORS AND FASTENERS NONCORROSIVE PROPERTIES SHALL BE CERTIFIED FOR USE WITH ACQ PRESSURE TREATED LUMBER *REFER TO SITE PLAN DO NOT SCALE PRINTS Posner 240026 •STEEL FABRICATOR AND G.C.SHALL REFER TO THE FRAMING PLANS FOR THE LOCATION OF STEEL WEB STIFFENERS STANDARDS 0 COUNTERSINK BOLT 5ie•x I6•L.sALVANIz>� VARY _ ANCHOR" •4a•OrG.(MAX.) TAlM. Rpt TO DW TAIL 4 VERTICAL I --(Z NO.4 REDAR•TOP t 111��� 04 VI9[TwAL RfD1dt•24"O.G. DOTTOM MH(TYPICAL) v REBAR®24"O.G. =ji -POVNPATION►MALL z II FLOOR JOIST 1 I VERANDA SLAB VERANDA SLAB rt_oo+c SLAB _04 HORIZONTAL FtM%AR•24.Oc 1/ ril STONE VENEER FINISH eRADE 0 FLOOR J015T 40 I I I1 (2)�4 CONT. L-LINE OF t REBAR I IL • ,..1 I BEVEL SNU+<Ice-r +00 I I STEEL DECKING +00 s}STEEL DEGKIN • vARY--------------- v I _ _ 2 x 6 PLATE I( • B• I -I (4)NO.4 ReeAte (BOLTED TO STEEL FLANGE) (5)0 4 GON I1 �• I • >� • II II p *b REB uAR I I I I I I (S STOOP SLAB I II I STEEL 61RDER I •VIRDIN•SOIL '� (MEFER TO PLAN FOR SIZE) B b 601 I 8ll JI I PAC!Or GLCANED I 1 3/8"THK WEB STIFFENER 04 VERTICAL IL Q LEDGE ROCK (W ROM NO.b DOMLS, (REFER TO FRAMING PLAN FOR REBAR®24'O.G. ( I Z J -� •40•oG.wreN woGK ENCOURrEpEp LOCATION) M4 VERTICAL I (� w 8" VARY /MIL K IMNIMUM Di7TH I o I I I \ [KAWT DRILLED HOLES nelole REBAR®24 O.G. I I m � I I I I S4 HORIZONTAL 2„I• 1-: IL F'TO INSTALLATION O Do B reLs OLT FLANGE TO BEARING PLATE REBAR®24"O.G. I 1 I (2)#4 GONT. KI M4 wIL'n HY200•EFOxY (ALTERNATE: CONTINUOUS WELD) II 1 REBAR • I I II 14" 4„ I STONE SHELF •Nare:l. 20„ I I I( - -STONE ELF SET BELOW 1. ExTvw POOTIN&"tTHER AS REOMRED TO DeAR 0"SOLID t#WI9nWMW•VI"IN•SOIL I I I I $704 STANDARD STEEL PIPE COLUMN I I I I SET BELJbYi- #4 VERTICAL I • FINISH GRADE 2.S•rPPW FOOTINSS SHALL DEAR ON"VIROIN•5011-9 NUT"a OPM NO OReAnX THAN 119 (SEE PLANS FOR SIZE) II4 HORIZONTAL • FINISH GRADE REBAR®24"O.G. II I I REBAR•24"O.G. I( " S.R W To►` .L xGTtONs roR ADDITIONAL DETAIu Ir 18" II II II s:4 HORIZONTAL II FOUNDATION SCHEMATIC II I I REBAR®24"O.G. II STEEL GIRDER DETAILIL L K 01114 S FOUNDATION WALL S AS A36 S OP PRIM WCI'H RUST WHIBiPOR cd FOOTING 41 SOIL BEARING:5540 PSF "VIR61 "SOIL COUNTERSINK BOLT COUNTERSINK BOLT - - ALIGN 49 Q 0 0 0 I1 11 W/STEM WALL 0 M (2)#4 GONT. I r PORCH SLAB (2)#4 CONT. 1 W REBAR REBAR I I ULIU FLOOR JOIST O N I 1 II 11 • •4 CONT.-I F+1 Ql I II (2)R4 GONT. I I1 r 11 REBAR = II 11 REBAR 11 II 18„1 I 4" �- _ SOIL TYPE:SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL,CLAYEY GRAVEL ll I I I I I SOIL BEARI N&CAPACITY 2,000 PSF comic 1 I J. I I i t - IIII •4 VERTICAL INo s I I 11 +00 II I I FLOOR J015T II II REBAR®24"O 11 11 L, I I c-Ji I IIII I II�I�I FOOTING DESIGN 1 _ I � I Wn I I • 04 VERTICAL 1 +00 I I I +OD_ I I�-J I I REBAR®24"O.G. 11 I I � x • 1 1I (5)04 CON wl I • (5)R4 GON . I1• II 04 VERTICAL #4 HORIZONTAL REBAR REBAR®24"O.G. I I 12„ REBAR®24 O.G. I I REBAR "I I I 11 I �#4 VERTICAL 8" 8" 6" bd BEND �tf� bd BEND fit; 2REBAR®24 O.G. II DIAMETER tr DIAMETER Z oe I I 11 S4 VERTICAL I R4 VERTICAL I 2 I/2 IN.BUT NOT LE55 a #4 HORIZONTAL II REBAR®24"O.G. REBAR 0 24"O.G THAN 4d EXTENSION NO I H X NO REBAR® 24"O.G 11 11 II 14„ II 14„ q0 HOOK 8d HOOK s II 11 •4 HORIZONTAL R4 HORIZONTAL REBAR®24 O.G. REBAR 0 24 o.c. FOUNDATION REINFORCEMENT HOOKS m GF E 3(D) 3" - COUNTERSINK BOLT MIN. cl 056 SLOPE •4 VERTICAL -10"x 5 1/2"x 5/4"STEEL TOP PLATE m rC111 -F, REBAR®24"O.G. TOP OF FOUNDATION WALL YV/(4)c!/ib"VIA.DRILLED BOLT HOLES " 3• FLOOR JOIST RCH SLAB PORCH SLAB ALIGN 3 ,� -1 STEEL BEAM(SEE PLANS FOR SIZE) - I I1 I TOP FLAN VIA.BOLT HOLES 0 24"O.G. -WELD TOP PLATE TO PIPE COLUMN - - - ttl ' _ II 11 I 0 STEEL TUBE COLUMN 8" A 5"x 12"x 3/4"STEEL BEARING PLATE (SEE PLANS FOR SIZE) II Q Z I YV/(2)cf/I6"VIA.DRILLED BOLT HOLES / NO.4 REBAR +00 I I � \ 8" `}" � J i WELD STEEL FLANGE TO BEARING PLATE TOP OF CONCRETE SLAB 0%TO 10% I I (1 (2)#4 GONT. IL a ( % - _ C (5)#4 GO*N . I1 u�• • REBAR • W 6"x 5"x 3/4"STEEL BEARING PLATE 60� �i G F• REBAR IIII II 11 T YV/(4)ai/I6"VIA.VRILLED BOLT HOLES 8• AX. J � O6/22 IIII I I BRICK SHELF 11 L TOP OF BEAM POCKET �t WELD BEARING PLATE TO PIPE COLUMN MIN (T)REFER TO OUNDATIO G NESS L-1­11(91­191TOP OF CONCRETE FOOTING IO S: 1tIII 8�� b" 4" II SET BELOW IIRENGTHNON-SHRINKCEMENT 11 10 �4 VERTICALGROUT LEVELING BED Jj REBAR®24"D.G. I • FINISH cSRADE STEP FOOTING�IAGRAA0 O1/23 11/ /22 •4 VERTICAL O'1/3�1/22 A REBAR®24"O.G. " " C I (2) 1/2"VIA.EXPANSION ANCHOR BOLTS i l i i Igll 11 U HIGH STRENGTH NON-SHRINK CEMENT 1/2"BLUEsPrON O 10 12 GROUT LEVELING BED /4"THICK T'IOR`TAR ETT( 6 BED #4 HORIZONTAL I I •4 HORIZONTAL VARY (I I I REBAR®24"O.G. REBAR®24"O.G. 11 u (4)1/2"VIA.EXPANSION ANCHOR BOLTS 4 THICK,541VO PSI UT PITCH SLAB G CRETE [/ AWAY FROM HOUSE YV/ x 6 W2.' x 1^l$zl LDER BEARING DETAIL PIPE COLUMN DETAIL83,LL BE ASTM A36 AND SHOP PRIMED WII H RUST W HIB[I,OR A S EEL SHALL BE ASTM A36 AND SHOP PRIMED WCI�I RUST INHIBiPOR - - - - - - - �- -- '9T p K,I 0RUJIM i ARCHMCTS 4"(MI N J c0 ACTED e5 L 6ED S><ilt>N RID NK "TYPAR"L APE F IG DWG No. - - COMPACTED EARTH A05 .FOUNDATION WALL DETAILS SCALE:NONE FD N.DETAILS MUDSILL PLATES SHALL BE SECURED TO FOUNDATION WITH 5/8"DIA.x 18"L.GALVANIZED ANCHOR J-BOLT W/WASHERS 0 48"O.C•-MAXIMUM SPACING EXTERIOR"PATIO"SLAB Posner 240026 STANDARDS .� vARY T.O.rI. 5/6•x Ie•L.eALVANI23D D X. R _ ANC.FIOR DOLT•4e'O.G.(MAY, EPER T E O DTAIL I (Z NO.4 R M6&Jt•TOP• 04 VERTICAL ReDA1R•24'O G. DOT-rom MIN.(TYPICAL) W IF.. POVNDATION r1" z WALL MOUNTED WROUGHT-IRON �/ HANDRAIL �LooR SLAB 04 HORIZONTAL REDAR•24•oG I4 2• 0 3! I� FINISH SRADe O m • I{••1 Ca:VCL SHE KEY STEEL TUBE COLUMN (SEE PLANS FOR SIZE) I I v (4)NO.4 R133AR �>1 II" 9/4"STEEL BEARING PLATE I LJ. I W/(2) 13/16"DIA.DRILLED BOLT HOLES Q ;e WELD BEARING PLATE TO PIPE COLUMN "NOIN•eo1L TOP OF FDTN WALL *Ace OF u-EA P • 12"x 1 1/2"BLUESTONE TREAD (2)ROM NO.b Vo S ��ROCK W/1/2"MORTAR SETTING BED �e 15�v�eN ROGIc ruTHIN MINIMUM DEPTH I I IN"T DRILLED MOLES,PRIOR I I I I --#4 RE-BAR®EA.TREAD I I I I TO INgMIAL AMY200'F>°o LS HIGH STRENGTH NON-SHRINK CEMENT GROUT LEVELING,BED % � I U (2)5/4"VIA.EXPANSION ANCHOR BOLTS , � II II s LI UU uU \ n X 1. EXTEND POOTINS rUIRTHER AS WrMAREV TO DeAFq ON SOLID UNDISnAMED'VIRdIN'SOIL r TUBE COLUMN DETAIL 2 STEPPED FOO"N"SNALL BEAR ON'VIRSIN•'SOILS,WITH x0��SReATER THAN IjS D S.1�TO rwLL'SZ•GTIOND rOW ADDITIONAL TAIL, u� STEEL SHALL BE ASTM A36 AND SHOP PRIMED Wfi�l RUST WHIBiPOR n, \ •HSS 4:4: i PLATE FOUNDATION SCHEMATIC • •HSS 4:6:w x 1t PLATE COMPACTED POROUS F I L ro IL #4 RE-BAR® loll O.(:,. -- \\• \ 8 FOUNDATION WALL #4 RE-BAR® loll O.G. \\ V POURED CONCRETE STAIR \ M.,a 5,000 PSI) cd EXTERIOR STAIR DETAIL FOOTING P4 F EXTEND LADDER RAIL 'TJ •3 U6HT-IRON RAILING TO TOP OF GUARDRAIL _ _ - SOIL BEARING 5340 PSF "VIRbI "SOIL .__. (ANCHORED INTO CONCRETE V EMBEDDED 5LEEVE5) m 36"H.METAL GUARDRAIL* `�� 00 (ANCHORED INTO CONCRETE QI W I I/2"BLUESTONE COPING W/ METAL GUARDRAIL EMBEDDED SLEEVES) 0 I/2"MORTAR SETTING BED W/SELF-LATCHING GATE ;-d N ® TOP OF LADDER EXIT 04 CEMENT STUCCO FINISH SOIL TYPE:SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL,CLAYEY&RAVEL N j 1 3 3/4"MAX.SPACING - SOIL BEARING CAPACITY T 2,000 PSF c o a� FINISHED GRADE A5 PER CODE I I/2 BLUESTONE COPING (SLOPE AWAY) �9 Z I i i I W/1/2"MORTAR SETTING BED FOOTING DESIGN .N `� —STUCCO FIN 15H '^ II II II 12"POURED CONCRETE FOUNDATION WALL W/(2)#4 BARS®TOP 4 BOTTOM (� �0, � �� I II II IL_JI II j1 I L__J 2 I Z_ -FINISH 6RADE d Z d aD p'3 �g I n I i i I F (SLOPE AWAY) 116 • _ 6d BEND tt� 64 BEND x ' WATERPROOFING IEMENT STUCCO FINISH DIAMETER DIAMETER 2 IL_ 1 � STEEL LADDER Fol ti giii e 2 1/2 IN.BUT NOT LE55 5"CONCRETE LANDING (ANCHOR TO CONCRETE WALL) II THAN 4d EXTENSION X (Fc= 5000 PSI) BASEMENT FLOOR I( 90 HOOK 18d HOOK 04 VERTICAL REBAR®24"O.G. W/CHCox WI.4xWl.4 W.W.F. -- --- II FOUNDATION REINFORCEMENT HO KS PITCH TO FLOOR DRAIN 11 T TMT �-, O� FILTER FABRIC - II l�l� I 2 x P.T.SUB-SILL l l m #4 HORIZONTAL REBAR®24'O.G. I( � � � � LANDING _ 30 3" �— BASEMENT EGRESS WINDOW MIN. GRAVEL BAGKFILL p _ SEE FOUNDATION PLAN II I I — (?)GOATS ASPHALT DAMPPROOFIN6 05>,SLOPE (EXTEND TO TOP OF FOUNDATION) ttl / COPPER SILL PAN '- 3• I I -- POURED GONGRETE WINDOW WELL WALLS 3"elL 5/4 50MAL APRON II - (( (SEE FOUNDATION PLAN FOR THICKNE55) 4"VIA.PVC,PERFORATED • 6"COMPACTED GRAVE SI L M.O.BASE p — m = _ — I I DRAIN PIPE II `- ,_ BEVEL SHEAR KEY n CEMENT 5TUCG0 FINISH II v t L* 'MA>\ IN. II II• • �U N(REFER R 3�� j \�I #4 RE-BAR® loll O.G. I( I - DRAIN OUTLET � __ � I� • II I� � - � TO( S — / R 4 Z - u: I I -- 3/4'GLEAN FREE DRAINAGE GRAVEL - 60• 0 I I I I I I AND EXTEND DOWN To Foam&DRAIN F. • • • I I• • `I � m Q I I I I I I g" �' �`� 9/06/22 MIN. (T) FOUNDA I R THIGKNE #4 RE-BAR• 5"O.G. STEP FODIAG 03/01/3 10/03/22 • i I I I I I I _' 11/30/22 I I I I I I 91/31/23 - — --- 11/2"BL NE N PERFORATED 4'PVC DRAIN PIPE 3/4"THI RT SETTIN§13UP I "TUFF-N-DRI" HRAPPED YV/SILT FILTER FABRIC L 3-O ATERPROOFIN SYSTEM PITCH SLAB 4„THICK, I W G AWAY FROM HOUSE w e,x S STAIRWELL WALL DETAIL TYPICAL"EGRESS"WINDOW WELL DETAIL W/6 x 6 .1 W.W.F. B &NOTE: 332•LADDER DIMENSIONS&CONSTRUCTION SHALL COMPLY WITH STATE BUILDING CODE. 4..(MI GOMPAG RED 1314K S "TYPAR" NDSG F rc- �` DWG No. ALL DETAILS FOUNDATION WCOMPACTED EARTH A06 FDTN.DETAILS MUDSILL PLATES SHALL BE SECURED TO FOUNDATION WITH 5/8"DIA.x 18"L.GALVANIZED ANCHOR J-BOLT W/WASHERS 0 48"O.C.-MAXIMUM SPACING EXTERIOR"PATIO"SLAB Posner 240026 GENERAL NOTES 1. SEE PLANS PREPARED BY DESIGNER FOR KITCHEN CABINET, Q PLUMBING FIXTURES AND APPLIANCE LAYOUT.O.C.SHALL PROVIDE CABINET SOFFIT AS REQUIRED. 2. SEE WINDOW AND DOOR SCHEDULE FOR TYPES. 3. PROVIDE 16 OZ.COPPER SILL PAN FLASHING AT ALL EXTERIOR DOOR ROUGH OPENINGS AND AT WINDOWS Q� SUMPFACE OF FOUNDATION WALL IMMEDIATELY ABOVE A ROOF(REVIEW WITH ARCHITECT). z 4. PROVIDE FIREBLOCKING AT ALL SOFFITS AND TUBS. (PLUIS-IN TYPE) �"AIR SPACE 5. CLOTHES DRYER'S EXHAUST VENT TERMINATION SHALL BE GREATER THAN 3 FT FROM ALL BUILDING OPENING AS PER r•� - SECTION M 1502.3.1(2020 RCNYS) Q 2 x 4 STUD WALL•16"O.G. 6. NEW INSULATION SHALL BE CLOSED CELL SPRAY FOAM. 0 PROVIDE IGNITION BARRIER COATING TO EXPOSED H R-21 CLOSED CELL SPRAY FOAM WITHIN ATTICS AND CRAWL SPACES. I I SPRAY FOAM INSULATION INSTALLER SHALL PROVIDE ALL DOCUMENTION AND CERTIFICATES AS REQUIRED BY THE BUILDING OFFICIAL v STORAGE 5/8"TYPE-X MOLD RE515TANT GYPSUM BOARD 7. INSULATE ALL INTERIOR WALLS THROUGHOUT AS WELL AS BOTH FIRST 6c SECOND FLOORS W/"ROXUL"BATTS ZIM FOR SOUND DEADENING. K•1 NON-WOOD BA5EBOARD 8. PROVIDE 5/8"TYPE-X GYPSUM BOARD THROUGHOUT I I f10 WALLS AND CEILING. I I ( DOUBLE 2 x 4 PRESSURE TREATED SOLE PLATE 9. DRYWALL THROUGHOUT BASEMENT EXCEPT FOR CEILINGS SHALL BE• I I I FRESISTANT TYPE 10.FLOORINGINN N TILED ROOMS UNLESS NOTED OTHERWISE I ( HOLD GYPSUM BOARD 1/2"OFF FLOOR SHALL BE 5"w.PLANK WHITE OAK THROUGHOUT HOUSE. A II IISTAIR SHALL BE SOLID WOOD 11.OAK TREADS AND POPLAR RISE S iI'E S.STAIR RAUJNG STYLE 6YP GLAD BEAMS CONCRETE FLOOR SLAB SHALL BE SELECTED BY OWNER O.C.SHALL SUBMIT I I I I SAMPLES FOR OWNER'S APPROVAL STAIR FABRICATOR SHALL SUBMIT SHOP DRAWINGS COMPLETE WITH I I I I CONsTRUcT1ON DETAILS. I I I 12.TILE WORK SHALL BE AS PER TCA SPECS(LATEST EDITION). I I I I 13.INTERIOR DOORS SHALL BE SOLID COMPOSITE W/SMOOTH I I I f TYPICAL PARTITION DETAIL FINISH DOOR STYLE SHALL BE SELECTED BY OWNER. AR CRAFTS SfII'LJDIO DOOR STYLE SHALL SECOND SELECTED BY OWNER A SCALE:1"-1'-O" BBASSEEMENT FLOOR 84"h.96"h ' �� 14•REFER TO INTERIOR DESIGNER FOR INTERIOR MOULDINGS •R-4d IN3ilL.O GEILIN6 (( TYPE&SPECS. •R-21 I IASUL.O STUD WALL I I 15.OWNER SHALL SELECT ALL CABINETRY&FIXTURES I I I I NOTE: INGREA5E AIR SPACE AS REQUIRED TO AGCOMODATE AND CONGEAL UTILITY LINES 16.OWNER SHALL SELECT DOOR HARDWARE. I I I I 17.PRIME AND PAINT DRYWALL(3 COATS;1 PRIME SL FINISH) I I I I STAIN AND POLYURETHANE ALL OAK WOOD I I I I (FURNITURE QUALITY FINISH).REVIEW TYPES AND COLORS I I I I FOR TO OTH WNERS PRIORNER REVIEW AND APPROVAL SAMPLES W HVAC ., ,s •h 'r: —-"—— •' 1.CONTRACTOR SHAH REVIEW HEATING AND AIR { ' ,• r; 4:•: ———— •♦ CONDITIONING REQUIREMENTS WITH OWNER SUBMIT + •{ •••. PROPOSED SYSTEM WITH SPECIFICATIONS FOR OWNER'S ' WINDOW ———— REVIEW AND APPROVAL WII9DOW - WELL SHELVES ———— 1 1/2"x 12° 2•PROVIDE A COMPLETE HYDRONIC RADIANT FLOOR HEATING 0 BLUEWELL — _ 1� SYSTEM THROUGHOUT THE PRIMARY BATH ROOM. ,,��// • _..�...... 'TONE � 3.MAKE-UP AIR SYSTEM SHALL BE PROVIDED FOR RANGE EXHAUSTW s , STORAG — — ti HOOD GREATER THAN 400 CFM AS PER SECTION M 1505 4. HVAC CONT0 RACTOR SHALL PROVIDE COMPLETE ••.• ,^ •r..}.,. .'�,:4.,•.••4':}.r�;.;�, 1• -: MANUAL.J&MANUAL.S CALCULATIONS. W s BED RM#6 WALL Mm 5.HVAC CONTRACTOR SHALL PROVIDE A COMPLETE V J • SOFFIT E6RE55 32 X METAL HANDRAIL WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AS PER TION M1505-4. 0 O in 6.HVAC CONTRACTOR SHALL FILE FOR A SEPARATE HVAC 04 PQ 52 PERMIT.HVAC CONTRACTOR SHALL SUBMIT A DETAILED EQ. 8'_4" EQ. DUCT PLAN COMPLETE W/MECHANICAL EQUIPMENT 0 N A UP MANUFACTURERS SPECIFICATIONS. ^ 28 28 CL. CL. ——— Y - STAIR & RAILING _ RECREATION RM ;:_ 00•V-10"+/-CL6 HT. SHALL COMPLY WITH SECTION R311 OF THE 2020 RCNYS }• ;p +. STAIR LOCATION MAIN BACK BASEMENT °p ; :j ul WiNDO WELL W PROVIDE 5/6'TYPE-X— DESIGN BY OTHER WIDTH 44 N A. 40 x r•, �j w W W sn e * 6YP.BD THDE UNR SIDE •R�� 9• 9' g x * FITNESS RM OF STAIR PER CODE7 49 8 g WALL MT'D -- • W 4 HALL I'-f RISER 7.W+/- 7.6'+/• aq y'� g i _____ GYP.GLAD STEELBEAM SNACK BAR HEADROOM 80'< —————— `-------- -- ----- HANDRAIL GRIP TYPE � �o $B� IIIa 36 6" 3'-4" I I I 4 B.1.c. BALUSTER SPACING LESS THAN 4'O.C. X i; ►� •a Q I I I I n m FILL �` HANDRAIL HEIGHT 36'(SECTION R311.T.8) "- -4 '0 ' GUARDRAIL HEIGHT ►--► ,. T 4l(SECTION R312.1) 4- Ib° 6• MECHANICAL RM SOLID OAK STAIR LEGEN •UNFINISHED •PROVIDE 5/8"TYPE"X"GYP.BD.O CEILINb AND STUv WALLS A5 PER GORE EXISTitJG WALL(VERIFY ELD) •PROVIDE FRESH AIR INTAKE DUCT TO STORAGE RM NEW WOOD STUD WALL 2 16'O.C. EXTERIOR rMTH OUTLET AS PER CODE J 0 •R-21 INSUL.•STUD WALL 36 '' POURED CONCRETE WALL 56 R-35 IWntk.o GEILIN6 S.G.FD. A 9iR�'PUMP (45-MIN.RATED) (PLW-iN TYPE) - CMU WALL(CEMENT GRO OLID) STONE �TTJ7�77TT1 BRI VENEER r" �E D A N L EXCAVATED '0 /y C�p FILL 32 DOOR SIZE IN WINDOW •� ,J 9/06/22 R ISI S: 03 1/2 10/03/22 EGRESS 11/30/22 F• QA 01/31/23 EADER SI H-I a.. BASEMENT FLOOR PLAN L LSIZE• 18V SCALE:1/4'-1'A' PROPOSED L NOTE:HEADERS AT ALL INTERIOR DOOR&TRIMMED OPENINGS SHALL BE GSP COPPER PAN oR GINALARCHMCIS (3)2 x 10 0 2 x 6 WALLS AND(2)2 x 10 C 2 x 4 WALLS UNLESS NOTED OTHERWISE `-' sM M RM MK �--�H FROST FREE H BIB DWG No. E A07 REFER TO WINDOW&DOOR SCHE SHEET FOR SCHEDULES AND SPECIFICATIONS FLOOR PLAN DO NOT S CALE PRINTS Posner 240026 -e. GENERAL NOTES .� 25'-8' q'-0" 8'-6' 1. SEE PLANS PREPARED BY DESIGNER FOR KITCHEN CABINET, 0 JI J. PLUMBING FIXTURES AND APPLIANCE LAYOUT.G.C.SHALL FtEFER TO KtTC N PROVIDE CABINET SOFFIT AS REQUIRED. PLAN BY OTHiE 3'-6" 2. SEE WINDOW AND DOOR SCHEDULE FOR TYPES. FOR EXACT 3. PROVIDE 16 OZ.COPPER SILL PAN FLASHING AT ALL -- -- LOCATION EXTERIOR DOOR ROUGH OPENINGS AND AT WINDOWS Q� IMMEDIATELY ABOVE A ROOF(REVIEW WITH ARCHITECT)•H-O -- 4. PROVIDE FIREBLOCKINO AT ALL SOFFITS AND TUBS. z ° 14'-O' I I 10'-8' I I 5. CLOTHES DRYER'S EXHAUST VENT TERMINATION SHALL BE H ^ .�//I BORAL I I OREATER THAN 3 FT FROM ALL BUILDING OPENING AS PER v+- -------- --- STEEL TUBE POST SECTION M 1502.3.1(2020 RCNYL) 0 � 6. NEW INSULATION SHALL BE CLOSED CELL SPRAY FOAM. Q ® % PROVIDE IGNITION BARRIER COATING TO EXPOSED ------H-0 --- - F�-O - -- SPRAY FOAM WITHIN ATTICS AND CRAWL SPACES. PITCH BORAL GLAD BEA INSTALLER SHALL PROVIDE ALL DOCUMENTION AND W ' I FLOOR (PZVIEH V I I CERTIFICATES AS REQUIRED BY THE BUILDING OFFICIAL Bpi_CLAD v STEEL TUBE POST I I I 7 BOTH FIRST 6�ECOND FLOORS W/RO)aJV BATTSLL n I I • FOR SOUND DEADENING. q) p� PITCH 8. PROVIDE 5/8"TYPE-X GYPSUM BOARD THROUGHOUT I I I I I I I I WALLS AND CEILING. _ FLUI q 9. DRYWALL THROUGHOUT BASEMENT EXCEPT FOR CEU.IN0S � VERANDA I I - SHALL BE MOISTURERESISTANT TYPE. Q •GATH. � --360 h.GAB RAILING 10.FLOORING IN NON-TILED ROOMS UNLESS NOTED OTHERWISE r SHALL BE 5"w.PLANK WHITE OAK THROUGHOUT HOUSE.i CONSTRUCTION n DIRECT-VENT 60'LINEAR I I I SKYL. I I I•I I/2 S ONE SKYL.I ( I _ OAS FIREPLACE ( I I L—J I (•CEILING ---J 1 11.OSHAALL BT BE SE4�D�Y OWNER O C.SHALL UBMIT�E WHITE SAMPLES FOR OMITWNER'S APPROVAL STAIR FABRICATOR SHALL SHOP I I I I I I I I I ST UBCTION DETAILS. as ovrrH THIN STONE VENEER I r-� - 12.TILE WORK SHALL BE AS PER TCA SPECS(LATEST EDITION). I I I I I I * I I I 13.INTERIOR DOORS SHALL BE SOLID COMPOSITE W/SMOOTH I I I mo' I I I I I IL -1 11 11 I I DOOR STYLE SHALL BE SHALLFINISH.DOOR STYLE C SELECTED BY OWNER. Z x b WALL STUDS BE SELECTED BY OWNER. NV P.T.SOLE PLATE 11 L J I I I I I I J 1 I 1 IZ`x l I/2° STONE TREAD FIRST&SECOND FLOOR:96"h. I BASEMENT FLOOR 84"h. •DIMENSIONS SET BY I I I I I 11 PITCH I I O q 14.�ER6iT OE INTERIOR DESIGNER FOR INTERIOR MOULDINGS FIREPLACE MANUFACTURER'S 1 Li L �J U FLOOFt— 15.OWNER SHALL SELECT ALL- SPECIFICATIONS I 1 I 16.OWNER SHALL SELECT DOOCABINETRY HARDWARE�JRF�S_ PITCH 17.PRIME AND PAINT DRYWALL(3 COATS;1 PRIME&FINISH) FLOOR IIANE ALL OAK WOOD Q I I METAL ATE NS ON (FURNITURE QUALISTAIN AND FY FINISH).REVIEW TYPES AND COLORS O � WITH OWNER PRIOR TO START OF WORK SUBMIT SAMPLES -. --. TO OWNER'S FOR REVIEW AND APPROVAL H-O H-0 H 4 w g I l LE HVAC I I i WINDOW CONDITIONING _ 0 g I I a H a WELL 1.CONTRACTOR SHALL REVIEW HEAT NG AND AIR IFF" iD O GSP O O OPOSED SYSTEMQWITH SPECIFICA"RON FOR OWNERrr ;14 OD APPROVAL cl 2.PROVIDE A COMPLETE HYDRONIC RADIANT FLOOR HEATING �p H310 H310 MELL -- SYSTEM THROUGHOUT THE PRIMARY BATH ROOM. O CL. 3.MAKE-UP AIR SYSTEM SHALL BE PROVIDED FOR RANGE EXHAUST {•L•1 FAMILY RM HOOD GREATER THAN 4W CFM AS PER SECTION M 1505 KITCHEN VENT RANGE 4 24 4 MANUAL,J MANUAL SS CALCULATIONHVAC CONTRACTOR SHALL PROVIDE S. � 1 � z 1SEE PLANS PREPARED TO EXTERIOR 4'LS'-0" 5. HVAC CONTRACTOR SHALL PROVIDE A COMPLETE Q� V/ 5Y KITCHEN DE516NER (HVAC NOTE 03) p WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AS PER 00 0 V 4 -REEZ a SECTION M1505.4. SELF-LATCHING- METAL BATE 6. HVAC CONTRACTOR SHALL FILE FOR A SEPARATE HVAC W M PERMIT.HVAC CONTRACTOR SHALL SUBMIT A DETAILED W ° DUCT PLAN COMPLETE W/MECHANICAL EQUIPMENT REP. N -- DESIGN BY OTHER MANUFACTURER'S SPECIFICATIONS. 1- BAN TrE I m BED RM#4 STAIR & RAILING BY HER o WINDOW SHALL COMPLY WITH SECTION R311 OF THE 2020 RCNYS O xx S WELL 6° Ib'-6" 4 I I O a STAIR LOCATION MAIN BACK BASFMFNT N �, m EO. I, vi EO. I - WALL MT'D BORAL GLAD WIDTH 44' NA. 40' rW� w W (4)80 PIP HANDRAIL 92 b x b P.T.P05T z x ----- 30°TA. 41 S6'T.O. -- TREAD 90 9' i--i w �o• S�H-0 g --- - 4 e Q `0 11/Z•BLUESTONE FLOORRISER 7.6'+/- 7.6'N 5Z --1"h GE N6 V-GROOVE HEADROOM 80'< 8d'< V4 16R 2 4` 5'-4' " m 28rT r GSQ 1 I . HANDRAIL GRIP TYPE I O PORCH lf) 4 -DW PITCH 12'x 1 1/2'SLUESTONE m BALUSTER SPACING LESS THAN 4'O.C. X ti " ° TILER �P PANTRY GIiBBIES_ - -I I TREAD m O": >s �Q I'm m 4, IT FLOOR HANDRAIL HEIGHT 36'(SECTION R311.7.8) O u1 v GUARDRAIL HEIGHT 42'(SECTION R312.1) H ~ Bo'TA. 20 V LIVING/DINT G RM h 7'1'N SOFFIT FO R`5 G° LE EN 1� (45-MIN.RATED) ;b 6° 21'-0' ;t 6" 3'-8° 9'-4 . b° 21'-0" b" L EXISTING WALL(VERWY IN D) 8 NEW WOOD STUD WALL 2 x 16'O.C. -EBALCONY LINE Q p CL. POURED CONCRETE WALL GSP • 'in H310 H010 .0 H510 H010 GYP.GLAD STEED.BEAM ------------ - CMU WALL(CEMENT GROI LID) OB B B B 9"h Ste- A GSP O O I I STEEL.� STEEL TUBE STONE VENE oc ' � I�1 V g PORCH �= 0 GARAGE 1-0• �' 4 4 4 _ BRIC EER•1 I/Z"eLUEs ONE FLooR �- 0 •a-�o 1N5UI..•wALLs v in '"L E p •1 x Tt6 V L BORAL GEILINO 0- •R-41 INSUL•CEILING - - - -- •5/8'TYPE•X'49YtB.•WALL 3 4 GL.&. r NMI I WJ_ ji: --- H-O - -- 32 DOOR SIZE 01 '� F. A41�1 J� �,� in BORAL G 9�06�22 ---TOP OF mm SHELF WINDOW ' RWSI NS: 6 x b P.T. T O LAE O A 8 03/01/V 10/03/22 Q 2 EGRESS W L I V30/22 4'-0" 4'-8" 4'-8" 3'-1" b' 21'-0' b' A � - �� 01/31/23 Q HEADER Si ' STEEL TUBE STEEL TUBE HI-0 ° LINTEL SIZE 1% r r% f%O L-I 18 3 32 FIRST FLOOR PLAN I CANOPY LINE I GSP COP SILL PAN F F N SFJu.IJJ R E L IN REDK ARC SCALE 1/4'-1'.0" ��--------------� IN -b" 4'-40 4'-4' 4'-4" 12'-10" 8'-4" II'-0' II'-0' DWG No. 4' NOTE:HEADERS AT ALL INTERIOR DOOR 6L H FROST FREE E BIB TRIMMED OPENINGS SHALL BE A08 (3)2 x 10 @ 2 x 6 WALLS AND(2)2 x 10 0 2 x 4 38'-8" 22'-0' "SSCHEDULES AND SP CFER TO WINDOW 6L GTIONS ��FOR WALLS UNLESS NOTED OTHERWISE -_ FIRST FLOOR �-e° DO NOT SCALE PRINTS Posner 240026 I GENERAL NOTES OR_CHEN C ru PLANS I I 1. PREPARED BY DESIGNER AND APPLIIANCELAYOUT. . .SHALL O PLUMBING I PROVIDE CABINET SOFFIT AS REQUIRED. 2. SEE WINDOW AND DOOR SCHEDULE FOR TYPES. —— —— 3. PROVIDE 16 OZ.COPPER SILL PAN FLASHING AT ALL I I EXTERIOR DOOR ROUGH OPENINGS AND AT WINDOWS Q� IMMEDIATELY ABOVE A ROOF(REVIEW WITH ARCHITECT). z I I 5. CLOTHES DRYER4. PROVIDE S EXHAUST VENT TERMINATION SHALL BE ff��/ GREATER THAN 3 FT FROM ALL BUILDING OPENING AS PER r-s1 SECTION M 1502.3.1(2020 RCNYS) O I 6. NEW INSULATION SHALL BE CLOSED CELL SPRAY FOAM. 0 d I ROOF I PROVIDE SPRAY FOIGNITION AM WITHINRATTT ER COATINO TO EXPOSICS AND CRAWL SPACES. j„� I I INSTALLER SHALL PROVIDE ALL DOCUMENTION AND I S-I g,I I CERTIFICATES AS REQUIRED BY THE BUILDING OFFICIAL_ v 7. INSULATE ALL INTERIOR WALLS THROUGHOUT AS WELL >- AS I I FOR SOUND FIRST St SECOND E O D FLOORS W/'ROXUL'BAITS 71 ■ 8. PROVIDE 5/8"TYPE-X GYPSUM BOARD THROUGHOUT Fid bo-8 WALLS AND CEILING. 9. DRYWALL THROUGHOUT BASEMENT EXCEPT FOR CEILINGS lFell S-1 I SHALL BE MOLS UR.&RESISTANT TYPE. 10.FLOORING IN NON-TILED ROOMS UNLESS NOTED OTHERWISE 4b'-b" 12'-2" SHALL BE 5"w.PLANK WHITE OAK THROUGHOUT HOUSE. 11.STAIR SHALL BE SOLID WOOD CONSTRUCTION WITH WHITE OAK TREADS AND POPLAR RISERS.STAIR RA1LINO STYLE 12'-4" b'-b' 4'-9' SHALL BE SELECTED BY OWNER O.C.SHALL SUBMIT SAMPLES FOR OWNER'S APPROVAL STAIR FABRICATOR I SHALL SUBMITS DETAILS.DRAWINGS COMPLETE WITH coNs12.TILE WORK SHALL BE AS PER TCA SPECS(LATEST EDTITON). 13.INTERIOR DOORS SHALL BE SOLID COMPOSITE W/SMOOTH FINISH.DOOR STYLE SHALL BE SELECTED BY OWNER- ROOF I DOOR STYLE SHALL BE SELECTED BY OWNER. FIRST&SECOND FLOOR.96'h. 1 BASEMENT FLOOR 84"h. •P4 14.REFER TO INTERIOR DESIGNER FOR INTERIOR MOULDINGS TYPE&SPECS. V 15.OWNER SHALL SELECT ALL CABINETRY 6L FIXTURES. V I 16.OWNER SHALL SELECT DOOR HARDWARE. 17.PRIME AND PAINT DRYWALL(3 COATS.1 PRIME&FINISH) I STAIN AND POLYURETHANE ALL OAK WOOD H UP G5P (FURNITURE QUALITY FINISH).REVIEW TYPES AND COLORS WITH OWNER PRIOR TO START OF WORK SUBMIT SAMPLES TO OWNER'S FOR REVIEW AND AP � PROVAL '° `3'° HVAC m 90AKINIS 4 Tm 1.CONTRACTOR SHALL REVIEW HEATING AND AIR ■ CONDITIONING REQUIREMENTS WITH OWNER.SUBMIT 1114 Q I PROPOSED SYSTEM WITH SPECIFICATIONS FOR OWNERS BED RM#2 BED RM#3 REVIEW AND APPROVAL t� ID I 2. PROVIDE A COMPLETE HYDRONIC RADIANT FLOOR HEATING 0 SYSTEM THROUGHOUT THE PRIMARY BATH ROOM. ,� cl - ROOF m 3.MAK&UP AIR SYSTEM SHALL BE PROVIDED FOR RANGE EXHAU. P4 O b" ' 4 '1' 12'-O" 4a 12'-0" b" HOOD GREATER THAN 400 CFM AS PER SECTION M 1505 O 41 4.HVAC CONTRACTOR SHALL PROVIDE COMPLETE �•1 MANUAL MANUAL S CALCULATIONS. I W.I.C. 4 5. HVAC CONTRACTOR SHALL PROVIDE A COMPLETE 2) ,y I D BA. NI in .9 WHOLE-HOUSE MECHANICAL VELATION SYSTEM AS PER O O TI 20 Q SECTION M 1505.4. I 0 in 6.HVAC CONTRACTOR SHALL FILE FOR A SEPARATE HVAC W M 'I 0I n PERMIT.HVAC CONTRACTOR SHALL SUBMIT A DETAILED O W a , , DUCT PLAN COMPLETE W/MECHANICAL EQUIPMENT N 3-4 4„ s,-0" 4" 3,-0 MANUFACTURERS SPECIFICATIONS. J. ( til � B.I.c m I W.I.C. _ _____ —OAK STAIR 32 24 24 __ STAIR & RAILING N �iv ' D.B.O. o a (n I I I I I r SHALL COMPLY WITH SECTION R311 OF THE 2020 RCT-M I I I FLOOR 0 CL, I Ich w c - -- - --{{ N PAN STAIR LOCATION MAIN BACK BASEMENT •N y (0 GOMPAGT RI RY BED RM I ATM STAIR WIDTH 44' NA 4W W W W I'11'-6"h.BEAMED TRAY CEILING - - H TREAD 9' 9' ~ U (BEAM T.B.S.BY GINNER) U.G. 4■ t� I ———— REF. p T cl Ind .I 0" b" — 14'-8° —— b. 3,_8" I. 4'-0, 4" ° j RISER 7.6'F/- 7.6'*/- w Is ■ - TILE H306 4 HEADROOM8W< 80'< LL. ' % O illI Q I RM "Rou�H PU MBINIS FOR it z o .91 SHELVESPEN * p FUTURE BATH RM° ( HANDRAIL GRIP TYPE 1 z o I W.I.C. — _____ — o BELOW b. vIB"l i"I/ARCHITECT) BALUSTER SPACING LESS THAN 4'O.C. fir+ X a DESIGN BY I I m p I ° IJ HANDRAIL HEIGHT 36'(SECTION R311.7.8) O a� ABLE PANEL (� — ————— 26 l-42"h.RAILINb 92 CEILING Y'EI.L GUARDRAIL HEIGHT (SECTION R312.1) °r (P INTED FLAT —- ————— I BALCONY ■ Iv�v_ . I 92 0 9,* LEGEND H3I0 / N310 `D 14310 H310 \ H311 a -— H-O — EXISTING WALL(VE IN FIELD) B I O Q 5P b" STEEL TusE NEW WOOD STUD W 16'Q.C. s'-Loa R F m ROOF in +, POURED CONC I - n ATTIC CM U .L.(CE OR UT SOLID) _ _F F T •UNPUNISHED -T-1• OF STONE VENEE �0 in O a W BRICK VENEF. � I � RE D CEr'u�r 32 DOOR SIZE IN 9/06/22 � wnaDOW �(j O r , 03/0 3 �0/03/22 H910 EGRESS WIN 1*/30/22 - R — A -�,01/31/23 Q R O HEADER SIZE• 4'-b" 4'-4" 41-4" 4'-4' 12'-10" 8'-4" 11'-0' II'-0" LINTEL SIZE' 22'-0" L-I 833`1 G5P COP SILL PAN Oc���f 01UPO Al ARc2[>•i M f ��1" [ta RED 1NK SECOND FLOOR PLAN FROSTFREE E BIB DWG No. SCALE.-1/4"•1'0" A09 REFER TO WINDOW 6L DOOR SCHEDULE SHEET FOR NOTE:HEADERS AT ALL INTERIOR DOOR&TRIMMED OPENINGS SHALL SCHEDULES AND SPECIFICATIONS SECOND FLOOR BE(3)2 x 10 0 2 x 6 WALLS AND(2)2 x 10 0 2 x 4 WALLS UNLESS NOTED OTHERWISE DO NOT SCALE PRINTS Posner 240026 GENERAL NOTES 1. SEE PLANS PREPARED BY DESIGNER FOR KITCHEN CABINET, Q PLUMBING FIXTURES AND APPLIANCE LAYOUT.O.C.SHALL PROVIDE CABINET SOFFIT AS REQUIRED. 2. SEE WINDOW AND DOOR SCHEDULE FOR TYPES. 3. PROVIDE 16 OZ COPPER SILL PAN FLASHING AT ALL - - - -- - - - EXTERIOR DOOR ROUGH OPENINGS AND AT WINDOWS Q� IMMEDIATELY ABOVE A ROOF(REVIEW WITH ARCHITECT). 4. PROVIDE FIREBLOCKING AT ALL SOFFITS AND TUBS. I I 5. CLOTHES DRYER'S EXHAUST VENT TERMINATION SHALL BE GREATER THAN 3 FT FROM ALL BUILDING OPENING AS PER I I SECTION M 1502.3.1(2020 RCNYS) 0 -- - - - - 6. NEW INSULATION SHALL BE CLOSED CELL SPRAY FOAM. 0 • I I PROVIDE IGNITION BARRIER COATINO TO EXPOSED I SPRAY FOAM WITHIN ATTICS AND CRAWL SPACES. I i AND INSTALLER E TIFICATES AS PROVIDE BY TH ALL E BUILDING OFFICIAL i 7. INSULATE ALL INTERIOR WALLS THROUGHOUT AS WELL 71 I I AS BOTH FIRST&SECOND FLOORS W/"ROXUV BATTS / I FOR SOUND DEADENING. I 8. PROVIDE 5/8"TYPE-X GYPSUM BOARD THROUGHOUT WALLS AND CEILING. 9. DRYWALL THROUGHOUT BASEMENT EXCEPT FOR CEILINGS I SHALL BE MOISTURE-RESISTANT TYPE. V I I lo.FLOORING IN NON-TILED ROOMS UNLESS NOTED OTHERWISE I I SHALL BE 5"w.PLANK WHITE OAK THROUGHOUT HOUSE. I I 11 WHITE OAK TREADS AND POPLAR RISERS STAIR RAILI NG STYLE I SHALL BE SELECTED BY OWNER G.C.SHALL SUBMIT SAMPLES FOR OWNER'S APPROVAL STAIR FABRICATOR I I SHALL SUBMIT SHOP DRAWINGS COMPLETE WIT14 CONSTRUCTION DETAILS. 12.TILE WORK SHALL BE AS PER TCA SPECS(LATEST EDITION). 13.INTERIOR DOORS SHALL BE SOLID COMPOSITE W/SMOOTH I I FINISH.DOOR STYLE SHALL BE SELECTED BY OWNER I I DOOR STYLE SHALL BE SELECTED BY OWNER. I I FIRST&SECOND FLOOR:96"h. BASEMENT FLOOR:84"h. • I I 14.REFER TO INTERIOR DESIGNER FOR INTERIOR MOULDINGSTYP rn I I E 15.OWNER SHALL SELECT ALL CABINETRY&FIXTURES. I I 16.OWNER SHALL SELECT DOOR HARDWARE. I I 17.PRIME AND PAINT DRYWALL(3 COATS;1 PRIME&FINISH) STAIN AND POLYURETHANE ALL OAK WOOD I I (FURNITURE QUALITY FINISH).REVIEW TYPES AND COLORS I WITH OWNER PRIOR TO START OF WORK SUBMIT SAMPLES I I I TO OWNER'S FOR REVIEW AND APPROVAL I I HVAC I RIDGE I I I 1.CONTRACTOR SHALL REVIEW HEATING AND AIR W I I CONDITIONING REQUIREMENTS WITH OWNER SUBMIT -j PROPOSED SYSTEM WITH SPECIFICATIONS FOR OWNERS I - - - - - - -- - - REVIEW AND APPROVAL Il I 2. PROVIDE A COMPLETE HYDRONIC RADIANT FLOOR HEATING 0 I ( ( SYSTEM THROUGHOUT THE PRIMARY BATH ROOM. �/ I ( I 3. MAKE-UP AIR SYSTEM SHALL BE PROVIDED FOR RANGE EXHAUs w I ( HOOD GREATER THAN 400 CFM AS PER SECTION M 1505 ROO 4. HVAC CONTRACTOR SHALL PROVIDE COMPLETE r�•� MANUAL)&MANUAL S CALCULATIONS. V r^ I I 5. HVAC CONTRACTOR SHALL PROVIDE A COMPLETE \/J WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AS PER SECTION M 1505.4. Q Q 6. HVAC CONTRACTOR SHALL FILE FOR A SEPARATE HVAC W M I I / PERMIT.HVAC CONTRACTOR SHALL SUBMIT A DETAILED F+� I I SLOPE DUCT PLAN COMPLETE W/MECHANICAL EQUIPMENT 0 N GLS / I MANUFACTURERS SPECIFICATIONS. I ,SLOPE I� Q-I K1 I GLS I -------------------------------- ----_- ---_ ___ I STAIR & RAILING • I j I � Ql V SHALL COMPLY WITH SECTION R311 OF THE 2020 RCNYS t I ATTIC Z x 6 SABLE I STAIR LOCATION MAIN BACK BASEMENT I END HALLfir c� •UNFINISH I W WIDTH 44' NA. 40' w w wwl I •b'-4"COLIN&HT. W � I � I r-------- " - - -- — •5/4 ADVANTEGH SUBFLOOR TREAD 9' I I I �+ I •R-60®ROOF RAFTERS I C4RISER 7.6'*/- 7.6' I I SLOPE •R-30 0 EXT.WALLS ( I � � Z µ3 •��� GL6 I I HEADROOM 80'< 80< (:i. t- I HANDRAIL GRIP TYPE 1 o I I "RAISED FLOOR OVER�mmARY BED RM 1 I V I I BALUSTER SPACING LESS THAN 4'O.C. S (3/4 ADVANTEGH�UBFLOOR) _� I I / \\ --L—————-L-1——— HANDRAIL HEIGHT 36'(SECTION R311.7.8) In O a b b-O a, I I \ / \ i GUARDRAIL HEIGHT 42(SECTION R312.1) ATTIG STAIR I I LEGEN!j I I - \ SET DORMER BY HINDOH SILL RO. A 40 ABOVE ROOF SHEATHING ———— I I EXISTING WALL(VERIFY IN ) I I -r- 2 x 6 SABLE I _ I I ��-L I 8 I NEW WOOD STUD WALL 2 x@ 1 O.C. ROOF G I I POURED CONCRETE WALL - - —————————— — I .. CMU WALL(CEMENT GROUT D) O� i I I ( I11 STONE R I I I BRIG: EER I � I I I ! I RI GE — "32 qR SIZE QN IN IN G � P'1 — ———— WINDOW TYPE• \� ,� 9/06/22 A 10/03/22 RFEGRESS WINDO s 1/30/22 N DO R I I A I /3 V23 BE,'Jn{11F�^/OW I ( H-I EADERSIZE' 1 F + L L SI?B• —T------ — — T — —TV ----T— L—I ATTIC FLOOR PLAN SCALE.1/4"-1.0• GSP COPPE ILL PAN J 8 31 cart m &FAL WK NOTE:HEADERS AT ALL INTERIOR DOOR&TRIMMED OPENINGS SHALL BE FROST FREE OSE BIB yC G No. (3)2 x 10 0 2 x 6 WALLS AND(2)2 x 10 0 2 x 4 WALLS UNLESS NOTED OTHERWISE A 10 •REFER TO WINDOW&DOORSC44EDULE S ET FOR SCHEDULES AND SPECIFICATIO1 ATTIC FLOOR DO NOT SCALE PRINTS Posner 240026 GENERAL NOTES 1.MUD SILLS PLATES AND ALL OTHER LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE-TREATED AGAINST DECAY IN ACCORDANCE 0 WITH AWPA Ul,(R317 OF THE 2020 RCNYS) Z.ALL STEEL,INCLUDING BEARING PLATES SHALL BE SHOP PWMED AND --- RECEIVE A SECOND COAT IN THE FIELD UPON COMPLETION. 3.TOP FLANGE OF STEEL GIRDERS TO BE FLUSH WITH TOP OF FOUNDATION 1 WALL COLUMNS TO BE STANDARD STEEL PIPE. v O 4.COLUMNS SHALL BE STANDARD STEEL PIPE OR STEEL TUBE. Z I HSS 4 x 4 x 1/4 STEEL TUBE 5.STEEL SHALL HAVE PRE-DRILLED HOLES FOR 1/2-II4.D1A.BOLTS 0 TOP FLANGE FOR 2 ROWS @ t4•IN O.C. ,..�i BEARING PLATTEE(TY1') W/b'x 12"x STEEL 6.PROVIDE SOLID BRIDGING @ MID-POINT OF FLOOR SPANS 8&6L GREATER. 0 7.SUBF DOOR SHALL BE GLUED AND NAILED TO FLOOR JOIST W/CONTECH PIA00 0 8.PROVIDE GALVANIZED METAL JOIST HANGERS AT ALL FLUSH CONNECTIONS W 9.ALL SOLID AND BUILT-UP WOOD POSTS SHALL BE CONTINUOUS(W/SOLID GJ-8 I GJ-8 I GJ-8 BWCIM%'G AS REQUIRED)TO FOUNDATION WALES,PIERS,OR STEEL GIRDERS. 10 ALL EXTERIOR METAL ANCHORS,FASTENERS,BOLTS,ETC.....SHALL BE HOT v DRIPPED GALVAN VED(HDO)STEEL 1 11.PROVIDE 2 x FIRES'TIOPP1NG AT DROP CEILINGS AND AT ALL ARRAS REQUIRED BY CODE REVIEW WITH LOCAL BUILDING OFFICIALS. -------------------2"Ib ga.GALV. , [LEI a STEEL GK I W I 1 It.PROVIDE HURRICANE ANCHORS AT ALL RAPIERS,SIMI'SON H2.SA I I ® I _ 9 WALL BRACING -I WALL BRACING SHALL BE IN ACCORDANCE WITH METHOD x I x I C VISP(TABLE 602.10.4)AND TABLE 602.10.3 IN COMPLIANCE OF THE 2020 RCNYS. 1 N I I =--- gi 2 x 0 G ILL JOIST 2 x Ili GEILIN6 JOIST I I i SHEATHING I -------- . I JOIST HANGER A I I II'1/80 TJI FLOOR JOISTI SUBFLOOR: 3/4 ADVANTECH WI4 x 58 --- EACH JOIST I I I I I WALL: 1/2' EXTERIOR GRADE PLYWOOD I x 8 NAILER BOLTED 2 x BLOCKING I I I I 1 ROOF(ASPHALT): 5/8' EXTERIOR GRADE PLYWOOD • I x TO BOTTOM FLANGE BOLTED TO WEB I I I � I I I I J015T HANGER I ROOF(OTHER): 3/4" EXTERIOR GRADE PLYWOOD v/ L —————J I 0 EACH JOIST ® - L___ 5 1/2"x PSL J -_ LEGEND ——--- FRAMING MEMBER JOIST SIZE(11 1/60 TJI) II /5"LVL JOISTS®12"O.G. ___, ———— (FLOOR JOIST) JOIST SERIES(560 SERIES) R KITCHEN ISLAND I ———— FJ-IIEv I I r PITCH DIRECTION OF JOIST� 3 I/2"PSL STEEL GIRDE I ° TE L I6 RDER --- (ROOF RAFTERI A-560 SERIES I B-360 SERIES I C-230 SERIES n, I X I m I V,/ \ I 1 I Ty I-JOIST BY"WEYERI-IAUSER"OR APPROVED EQUAL � Ir I ( ( I I I ( ( LV.L LAMINATED VENEER LUMBER 1.9 E(Fb-2,600 PSI) 0 -- Ws / J I P.S.L PARALLEL STRAND LUMBER 2.0 E(Fb-2,900 PSI) -1 i � D.F. DIMENSIONAL FRAMING LUMBER NO.2 D.F.(Fb-950 PSI) J1UU� I l l l t l l I 1 P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PSI) II'1/8'TJI FLOOR J015TI FJ-I IB rr JOIST AND RAFTER SPACING IS 1W ON-CENTER 0 IL I l l l l l t l l I ( j 0 0 w = Q Q I I Q = I UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT W M JOIST HANGER® p�I (^�Y I LO I) l i ry I m ry FJ-E EXISTING FLOOR JOIST(V.1.F.) 0 W _ L _I_I I_I—I I I_I — __ -- —-— EACH JOIST " 11 1 Q 4 1 1-Z 1 T-7 I T IL 1 - FJ-5 /1_ 11 5 1/2"LVL 04 5 1/2"x I 1'1/8 PSL I - -�—————— ry lU ILO ( I I I I I OUTLINE OF KITCHEN I FJ-6 2 x 6 D.P. �' I Q 1 1 I 1 1 1 t 1 I ISLAND ABOVE I - -- - No L—————— --- — --- IFJ-IIAI ( FJ-IIA FJ-IIB �FJ� 7 1/4"LVL o a FJ-IIB I I I I I I I I L FJ-8 w 2 2 x 8 D.F. . STEEL GIRDER * - I�' �' rJu_l Li J L/ STEEL GIRDER /�'` - p__4 FJ-q 9 1/2"TJI . --------- --- -�—� =——— 1-- --- — �� -- p - owl LINE OF BOX Ws I /WS J WS\ / '" _FJ-q I'L) 9 1/4"or 9 1/2"LVL• x 1 11 STAIR R.O. I I 1 , I �i - z WINDOW ABOVE FJ-10 a` � I I � O 2x lOD.P. - � � � FJ-11 _ 11 7/8"�I 1 1) I I STEEL GIRDE }J �1 ^I � �L., � Z Fy •��a Q I I J JGo I I1 J J ry �r FJ-I I(L) 11 1/4"or 11 7/8'LVL' cn 2 x 12 D.P. a �I)_ --- m — - p� IQ - ( '1/8" I-. -.I FJ-14 14"-TJI ca g _ o. �_I L -7 .`I I =ILVL �1 ll��l I IL - FJ-I6 ~ O �3 r-————————= II)'I — -- IL m 1> 16"TIT n' TRIM AS REQUIRED TO MATCH DEPTH OF EXISTING JOIST. -7 I I _- G EXISTLN CEILING JOIST(V.1.P.) O ---_—_-- —_—_—L------------ I 1 I m 1 1 4 x box 1/45TEEL TUBE GJ-b 2x6D.PI x - --- -— Fs PLATE STEEL BEA N 2'-O' GJ-8 2 x 8 D.P. WIND.SILL R.O. —(4)2 x 4 PLATE5 i _-- ~O GJ-q _— —. 3/4"ADVANTECH 9 1/jF' SUB-F R I )SI1B-FRAME V STEEL TUBE -- - 2x1 �-+ GJ-II 117/ I (ASSEMBLYA) I I i 2 x b®12"O.G. I r�r GJ-12 i GONTI S OPEN OPEN w x 1 I 2x6PL I i I O.C.SHALL LAYOUT PLUMBING FIXTURES PRIOR di-S, -TO FLOOR FRAMING TO MINIMIZE THE NEED FORL--- - - --- ---- - � �t I 2 x JOIST HEADERS AT PLUMBING WASTE LINES. STEEL ANGLE CLIP i I T— R-E 1�JQ5-I-IN pp FRAME ENCLOSURE �/ i " " " 2 x 6 I fsi R- 2 x 6 D.P. 4 x 4 x 1/4 STEEL--- i CRIPPLE ^ / TUBE(WELDED)SUB-FRAME i i STUDS I - -R l. 06 22 STEEL TUB BRACE � I 2x8D.F i STEEL TUBE BRACE- - i I FIRST FLOOR FRAMING LAYOUT - R q 9 1/2' '/o1i23 s ioi�3�22 EXTEND STEEL TUB£ I HSS 4 x 4 x 1/4 STEEL R 10 '11/30/22 DOWN TO FOUNDATION SCALE:1/4'-1'4r BASEMENT FLOOR w 2 x 10 (4/3 23 I � I W/b'x 12"x 5/4•STEEL _ '�. • LVL BEAMS SHALL BE FASTENED TOGETHER AS PER ASSEMBLY SCHEDULE. C�p 5/4•STEEL BEARING PLATE BEARINb PLATE Q R- 11 7/8 L W/(2)5/4"VIA.HDG ANCHOR BOLTS • PSL BEAMS(WHERE SHOWN ON PLAN)SHALL NOT BE SUBSTTIUTED WITH A BUILT-UP LVL BEAM. - O R-12 2 x 12 F. a • ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE(CONNECTED WITH METAL HANGERS) FOUNDATION WALL— I UNLESS OTHERWISE NOTED OR DESIGNATED AS A HEADER WHICH THEN THE MEMBER IS SET BELOW THE PLANE. ROOF PIT 7rqE3, TGH STING PITCH ^> I I L_—————————————————— ————— ———J • SOLID BRIDGING 0 MIDSPAN 39mmomm 11-TTBRI BEARING �.- LVL.BEAM ASSEMBLY SCHEDULE �$ 3/8"THK.DOUBLE SIDED BEARING STEEL WEB STIFFENER. �— TOIFOUNDxTiON WALL 71RC11IiECiB STIFFENER SHALL BE WELDED TO BOTH FLANGE 6t WEB Rl (MINIMUM WIDTH S LE 1 MINK l>vlc BEAM WIDTH S 2 STU - -' DWG No. BUILT-UP POST A VE ON FAM ��" A ll A 3 ROWS 12d COMMON NAILS C 12"O.C. 0'-0" CEILING HEIGHT(ROL FRAMING) FRAMING B 2 ROWS 1/4"x 3 1/2"STRUCTURAL SCREWS 0 12"O.C. C 2 ROWS 1/2"CARRIAGE BOLTS 0b 12"O.C. DO NOT SCALE PRINTS Posner 240026 EO. 4'-0" 4'-0" 41-O" w WI Eq. --------------------------- B DHSS 4 x 4 x 1/4 TEEL TUBE� ____-- ---------____-- GENERAL NOTES r 2 x b LEDGER 1.MUD SILLS PLATES AND ALL OTHER LUMBER iN CONTACT WITH CONCRETE 12" I HIP GONNE TOR - - __ HIP CONNECTOR 12 x b STUD WALL I SVATHHALL BE PRESERVATIVE Ul,(VA VE- ZOE TREATED CN�YS�DECAY IN ACCORDANCE M HCP4SIMPSON B SIMPSON BY I t.ALL STEEL,INCLUDING BFARM PLATES SHALL BE SHOP PRIMED AND I 12" I SIMPSON ` 1\ �\ I I 51MPSON ? 12 EA B f3)I I'i/8" VL HDR 19i � I 't 6 6 12' I RECEIVE A SECOND GOAT IN THE FIELD UPON COMPLETION. LONG PLATE I J-6 B 3.TOP FLANGE OF STEEL GIRDERS TO BE FLUSH WITH TOP OF FOUNDATION v IDTH+I/ ——— —— ——— I I WAIL.COLUMNS TO BE STANDARD STEEL PIPE --- I —- 4.COLUMNS SHALL BE STANDARD STEEL PiPE OR STEEL TUBE. z �N-'Ifs 41fL-�I�IDF�----- \ �'Sj� �p.��� I HURRA RAFTER►GHE TIE I HISS 4 x 4 x 1/4 , o r---� - - - (SIMPSON M H2 DA S.STEEL SHALL HAVE PRELDRiI.iED HOLES FOR 1/LIIJ.DIA BOLTS 0 TOP FLANGE m o �---- - ---- -- &--x-trj �T� L R-8 R-8 STEEL TUBE I --- I FOR 2 ROWS @ Z+1N O.C. vi H55 4 x 4 1/4 ��\ 5/12 a Q 0/12 I I C I 2 x 6 GLG.JOIST I 6.PROVIDE SOLD BRIDGING @ MID-POINTOF FWORSPANS 8 ft.bti GREATER 0 I SHORT PLATE I STEEL C d,1 tr / 7.SUBFLOOR SHALL BE GLUED AND NAILED 7b FIAOR JOLST W/OONTECH PUoO. 0 I PLAN LONG,PLATE I(2)2 x 6 RAFTER \ r I I i�i (3)11'1/8'LVL HDR I JOIST HANGER I S.PROVIDE GALVANIZED METALJ06T HANGERS AT ALL FLUSH C70NNECiiONS. M"� "/8'x 11 1/2' I •EACH JOIST I 9.All.SOLID AND BUILT-UP WOOD POSTS SHALL BE CONTINUOUS(W/SOLiD W TOP PLATE I(2)2 x 8 SPLIT- i 2 x 4 BLACKING AS REQUIRED)TO FOUNDATION WALLS,PIERS,OR 51011RDERS. (SINGLE 5/4"T-SHAPE PLATE) COLLAR BEAM (^`I SOLID I I STEEL PLATE I (3)11 11/8"LVL x I 0 ALL E(TERIOR METAL ANCHORS,FASTENERS,BOLTS,ETiC__.SFiAII BE HOT v I I Z)Z1 x 8 I BLOCK I (?J? 1 N (ASSEMBLY B) DRIPPED OALVAN12ED 030)STEEL IIJTERMEDIATE SUPPORT DETAIL:C I .. 11.PROVIDE t x FlRESTOPPIIQO AT DROP CEILINGS AND ATALL ARFAS REQUIRED � R � dJ i N. I I � I II?/8'TJI FLOOR JOIST I I I I �' I r BY CODE REVIEW WITH LOCAL BUILDII G OFFICIALS. I 2° I A � _ I - H534x4x1/4 SHORT SPA - ------ ------- _ �—— � !t.PROVIDE HURRICANE AAX;NORS ATALL RAFTERS,SIMPSON N HtSA. NOTE WIDER WIDTH BEAM BEAM G I I 2 Tx 8 11-I/8'L ID&E .x STEEL TUBE FOR FLITCH BEAM LONG PLATE HSS 4 x 4 x 1/4 (2)2 x 8 RAFTER I STEEL TUBE f 2 x 8 (2)2 x 8 I p I I WALL B BRACING (4)1/2 VIA. I I WALL BRACING SHALL BE IN ACCORDANCE WITH METHOD OARRIAGM DOLTS CSIII(TABLE to v m a, (2)2 x 8 SPLIT I I OF THE OZO RCNYS 0.4)AND TABLE 602.10.3 IN COMPLIANCE SHORT PLATE m l 1 2 2 x 8 I n 2 x I n I I I COLLAR BEAM I PLAN "�L° I FRAME 3 2 ROOF � � `� �' 8 I � ;� I I SHEATHING LONG PLATE n ' I OVER 8/12 ROOF � \ V�L A- - -I I( ----� O O%; _ I I SUBFLOOR: 3/4' ADVANTECH TOP PLATEI (SINGLE 3/4"L-SHAPE PLATE) I / I I \\\I I I I WALL: 1/T EXTERIOR GRADE PLYWOOD ROOF(ASPHALT): 5/8' EXTERIOR GRADE PLYWOOD 4 10" 12" I I I j SOLID END " BLOCKING, 2 x 10 HIP I ROOF(OTHER): 3/4 EXTERIOR GRADE PLYWOOD V/ A GANTI EVER HEADER i - —HSS 4 x 4 x I/4 L ————— — • IDTH+1/8" IDTH+I/8" (3)I6'LVL HDR (5)II'1/8"LVL HOR STEEL TUBE I HIP CONNECTOR LEGEND n I R-I O -� R-10 •HGP4Z BYMDER7 1 • -- -- • --- -- - I (3/12)+/- (3/12)+/- I I C \ ,p I SIMPSON (FLOOR JOIFRAMINS ST) JOIST SIZE (/560 SERIES) m --1/4 THICK STEEL UPRIGHT r' I I r n-T -- -- --- -- --o (WELDED TO BEARING PLATE) ( GJ-12 =1 GJ-8 P CONNECTOR Ft V I IF- Pj I I JHCP4Z BY GJ-b (12 12) E E STEEL GUSSET®SHORT PLATE END I _ _ f3) II'1/8"LVL ` 51MP30N \ I PITCH DIRECTION OF JOIST I I I DROP 2 x b CEILING,TO (ROOF RAFTER) (Ib'O.C.) I 3/4"THICK STEEL PLATE I man „�„_— CONGEAL LVL HEADER - WELD TOP PLATE TO STEEL TUBE I FJ-IIA(12"O.GJ I i n I (3)q 1/2 vL HEADER I q'-I 1/4'CEILING HT. A-560 SERIES B-360 SERIES C-230 SERIES STEEL TUBE 1001up, •BATH ROOM _ I (3) 11"1/8"LVL I 1 ....��I1 I T]I I-JOIST BY'WEYERHAUSER'OR APPROVED EQUAL td 'CORNERSUPPORTDETAIL:B SET UNDER FACE OF TUB J I L.V.L. LAMINATED VENEER LUMBER 1.9 E(Fb-2,600 PSI)BEAM 0 I HEAVY-DUTY 10" FJ-IIA •n 4 I HANGER b/12 I P.S.L. PARALLEL STRAND LUMBER 2.0 E(Fb-2,900 PSI) r41 IDTH+1/8° ( �� - ir = I = 1 I D.F. DIMENSIONAL FRAMING LUMBER NO.2 D.F.(Fb-950 PSI) I I x m �` ——— ——— P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PSn ° O o -- -- - 1/4"THICK STEEL UPRIGHT i 10'-1 1/4" - �- m o o --- -- -- (WELDED TO BEARING PLATE) -7 JOIST AND RAFTER SPACING iS 16'ON-CENTER 0 0 3/4"THICK STEEL PLATE I J If IL I UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT 0 I I "1 ID I FJ-E EJISTING FLOOR JOIST(V.I.P.) 0 4 0 W I WELD TOP PLATE TO STEEL TUBE ( I IL Gam, FJ-5 5 1/2"LVL ^� N (2) II'i/8 LVL � - I - _ w p0iiiii fn STEEL TUBE I - - - - - - I I OVER HIP ROOF FRAME SHED F FJ-b 2 x 6 D.P. N P I INTERMEDIATE SUPPORT DETAIL:A I t —J -b x b P.T.POST FJ'7 7 1/4"LVL o S FJ-IIA cAHri� R^ i (VETs A/Al2) �� 1 I ------- m -- FJ-8 2 x 8 D.P. HIP CONNECTOR (/) M j d WOOD BEAM CONNECTOR I -— —) ——— N HCP4Z BY '"� FJ-q 9 1/2'T3I I (3) 18"LVL HEADER b I -- I I O / �� I I SIMPSON O FJ-�i(LJ � w � 'o •BOLT HOLES FOR 3/4 DLA.GALV.CARRIAGE BOLTS O� STEEL SHALL BE AST WI A36 AND SHOP PRIMED WITH RUST INHIBITOR t I I P~ u 9 1/4 or 9 1/2 LVL co x I I I I STA 1 1 / n 2 x 10 HIP � FJ-10 1----------------------------� � I =- - 1 � R'8 Q 2x10D.F. Qi I b/1 I —DROP SOFFIT FJ-I I 11 7/8"TJI a4 a -------------------- . GJ-b a-� �r ZF-� a r BOLTING PATTERN SHALL NOT BE MODIFIED,NO EXCEPTIONS _b A5 PER DETAIL w FJ-II(L_)\ Z I I 12/I 1 I m I II 1 11 1/4"or 11 7/8'LVL o - J- ILL t - ' IQ FJ-12 2 x 12 D.P. X t- b FJ-14 Q II'f/8°TJI r--- _ —r----- ---- xll m II* Ilm � �I � �I FJ-16 16 I ~ O� "TJ -7 TRIM AS REQUIRED TO MATCH DEPTH OF EXISTING JOIST. 16"O.G. ' JOIST HANGER I I r I I WS 1 m I WS G EXISTING C ING JOIST(V.I.F.) 16 CARRIAGE BOLTS ®EACH JOIST I I m m H55 4 x 6 x 1/4 GJ-6 2 x 6 D.P. 0 EA.BEARING END I _ _ __ _ GJ-8 (3)II'i/8"LVL HEADER W/(2)5/8"x I I I/2" I _ L _ _ _ - __ STEEL TUBE �- 2 x 8 D.P. STEEL PLATE(PRIMED W/RUST INHIBITOR) I - W/(2)ROWS 5/8"VIA.CARRIAGE BOLTS®16"O.G. I I WI5 x 55 STEEL csIRDEk/ � GJ-q 9 1/2"LVL 000 L-------(NON=5TA6GERED)---------J I I I ,++ H5S4x6x1/4 IO - 2x10D.P.- -"00000p,00 — - n HEADER(REFER TO PV►N$) I I STEEL TUBE I LL Z GJ-I I 11 7/8 L fl " J � GJ-12 Z D.P.------� I -_----_ -_ 1A '31h ,ON'�AGb/^GEb HD.GALVTr POST CAP - ------- -- r GJ-5 =1 x 6 D.P.SLOP 2 x 6 LEDGER 2 x 6 STUD WALL i I (3)q 1/2"LVL HOR R-E (LAG BOLTED) I I b x b P.T.POST E?ISTING BOLT ANCHOR TO POST 6 x 6 P.T.P05T Ft-6 2 x 6 D.P. VV(W 1/2'PIA.GALV.CARRIAGE BOLTS (PET,AIA12) I ----- ------ 22 12" 12 I 'SIMPSON"0ABU66 GALVANIZED POST BASE R_8 2 x 8 D.P. 12 DOUBLE 1"V 5/9'PIA.x 12'HD.SAW.ANCHOR 13OLT SIGNS. I �� LVL RIM I — R-q 9 1/2'L 3/0V23 1/03 2 HURRICANE IE- ---- 1p JOIST • I/ EACH TER I HSS 4 x 4 x 1/4 I R-10 2 x 10 D. r 1 (SIMPSON N H2 5A) �' _ STEEL TUBE wN f . OI / I PO�T/BEAM CONNECTION --w14 x 22 STEEL BEAM HE DER-- 0 R-'I 11 7/8"L ) ;«�---_SCAL&N 0 / 8` HSS 4 x 4 x 1/4 f� R-12 I - I 8 2x12D.F -' 2 x 6 GL6.JOIST I Q s a -7 WS I STEEL TUBE 12/12 ROOF PITCH ,,,ice M 1,TC G PITCH (3,I1-1/e LVL SECOND FLOOR FRAMING LAYOUT m W. . b' I (ASSEMBLY B)I SCALE.1/4'-1'-T FIRST FLOOR L-—————— ————————— INTERIOR ERRING WALL. WIND.HD. I LVL BEAM ASSEMBLY SCHEDULE —r— BUILT UP 2 POST CoNT �O • LVL BEAMS SHALL BE FASTENED TOGETHER AS PER ASSEMBLY SCHEDULE. TO FOUNDA ON WALL.OR A 1 cis (2)q MB LVL HEADER ®EACH JOIST I • PSL BEAMS(WHERE SHOWN ON PLAN)SHALL NOT BE SUBSTITUTED WITH A BUILT-UP LVL BEAM. (MINIMUM WIDTH STUDS) 1 V 1. NK (ASSEMBLY� � I BEAM WIDTH P US 2 STUDS) `" DWG No. L------------- • ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE(CONNECTED WITH METAL HANGERS) O O © 1r__ BUILT-UP POST VE ON B A 12 UNLESS OTHERWISE NOTED OR DESIGNATED AS A HEADER WHICH THEN THE MEMBER IS SET BELOW THE PLANE. Ot O'-O" CEILING HEIGHT(PRO LNG) ___ • SOLID BRIDGING 0 MID-SPAN A 3 ROWS 12d COMMON NAILS C 12"O.C. FRAMING WS 3/8"THK.DOUBLE SIDED BEARING STEEL WEB STIFFENER B 2 ROWS 1/4'x 3 1/2'STRUCTURAL SCREWS C 12"O.C. DO NOT SCALE PRINTS STIFFENER SHALL BE WELDED TO BOTH FLANGE&WEBPosner 240026 FC-12 ROWS 1/2'CARRIAGE BOLTS C 12"O.C. GENERAL NOTES vu -- I 1.MUD SIDS PLATES AND ALL OTHER LUMBER IN CONTACT WITH CONCRETE 14 SHALL BE PRESERVATIVE.TREATED AGAINST DECAY IN ACCORDANCE WITH AWPA Ul,W17 OF THE 2020 RCNn) �-- I -------pLypoop12---- Z.ALL STEEL,INCLUDING BEARING PLATES SHALL BE SHOP PRIMED AND 9/4.EXT -_ " RECEIVE A SECOND COAT IN THE FIELD UPON COMPLETION. �.?+ I • I �� I I I ROOF SHEATHING I 3.'POP FIANCE OF STEEL GIRDERS TO BE FLUSH WITH TOP OF FOUNDATION WALL COLUMNS TO BE STANDARD STEEL PIPE. 1 -- - I _ _ 4.COLUMNS SHALL BE STANDARD STEEL PIPE OR STEEL TUBE. I �" ,� � I ( I I H HURRICANE TIE o EACH EAVE I I 2 x 6 I 5.STEEL SHALL HAVE PRE-DRILLED HOLES FOR 1/2-IN.MAL BOLTS a TOP FLANGE (SIMPSON K H25A) 6 I I I I 2 x 8 RAFTER I 6.PROVIDE SOLID BRIDGING @ MID-POINT OF FLOOR SPANS 8 k&GREATER. 0 (9)11 1/0'LVL HDR. _ ( J I 7.SUBFLOOR SHALL BE GLUED AND NAILED TO FUJOR JOIST W/CONTT CH nL4W. 0 • I(ASSEMBLY B) �Q I ( I I 8.PROVIDE OALVANUED METAL)OIST HANGERS AT ALL FLUSH CONNECTIONS. lw W 9.ALL SOLID AND BUILT-UP WOOD POSTS SHALL BE CONTINUOUS(W/SOLID x -In"EXT.SHEATHING I BLACIGNG AS REQUIRED)TO FOUNDATION WALLS,PIERS,OR STEEL GIRDERS n -------- 0.ALL EXTERIOR METAL ANCHORS FASTENERS BOLTS EM.....SHALL BE HOT I 2 x 6 RAFTER TAIL(72'L) I I L---- ------J ---- ----- DRIPPED GALVANIZED MDG)STEEL NAILED TO EA,RAFTER I I I r------- - - ---- �� 11.PROVIDE 2 x iIRESTOPPINO AT DROP CEILINGS AND AT ALL AREAS REQUIRED 2 x L SUB-FASCIA—— +,o 12 I I +o\ I BY CODE REVIEW WITH Lcx At BUILDING OFFICIALS.—————————————— 1 2 1�I I 12.PROVIDE HURRICANE ANCHORS AT ALL RAFTERS,SIMPSON K H2SA. ICANETIE _-- � I I ��,, �8.5+,- EAVE I WALL BRACING (SIMPSON RRICANE TIE EA C,RAFTER IMPSON 0 H2SA) I I \ I WALL.BRACING SHALL BE IN ACCORDANCE WITH METHOD I I HU • G 2 x 12 CEILING JOIST 2 x 12 CEILING J015T I I 2 x 6 RAFTER PLATE _ I (SIMPSON»H25A) I CS-WSP(TABLE 602.10.4)AND TABLE 602.10.3 IN COMPLIANCE —— -- --- OF THE 2020 RCNYS. I Z x 6 TIE-BACK•EACH RAFTER � I ��2 x 12 CEILING JOIST I SHEATHING (2)2 x 6 RAFTER PLATE ' �+ J015T HANGER e .J015T HANGER e I I �� I BETI"EEN GEILIN6 JOIST 6 " SUBFLOOR 3/4 ADVANTECH EACH JOIST EACH JOIST I I I ( I 2 x 12 CEILING JOIST ��� ��� I I I Q I WALL 1/2" EXTERIOR GRADE PLYWOOD L— (3)2 x 12 I I I I I I _ ROOF(ASPHALT): 5/8" EXTERIOR GRADE PLYWOOD � J ! I I ROOF(OTHER): 3/4" EXTERIOR GRADE PLYWOOD JOIST HANGER e _.{._ __ I �- T EACH.1015T 1 -------- 12 -- -- ----� I I T EACHJ HEADER I I 2x6 RAFTER TAIL(72'LJ I LEGEND NAILED TO EA.RAFTER I FRAMING MEMBER JOIST SIZE(11 7/6*TJI) L- --------- 2 x SUB-FASCIA- I (FLOOR JOIST) �J015T SERIES(360 SERIES) / � I I - EXT.5HEATHIN6� FJ-II 22" �+ (IO 12) I EAVE i I PITCH DIRECTION of JOIST i� HURRICANE TIE A EACH RAFTER (POOP RAFTER) (I6"O.G) T� (SIMPSON M H25A) I ` --- I i I I _ 2 x 6 RAFTER PLATE I c�_ice I I I A-560 SERIES B 360 SERIES C-230 SERIES 2 x 6 TIE-BACK a EACH RAFTER I n ———— I I� I T71 I.JOIST BY-WEYERHAUSER"OR APPROVED EQUAL cd I �v I I I LV.L LAMINATED VENEER LUMBER 1.9 E(Fb-2.600 PSI) 0 AP "'-1 1/4' ( HURRICANE TIE•EAGH RAFTER Q' I ------ (SIMPSON 0 H2.9A) I P.S.L PARALLEL STRAND LUMBER 2.0 E(Fb-2.900 PSI) 2 x\F RIM J T 2 x 12 GEILINS JOIST GJ-IZ 16- . �QY �� dl�� I I—-- q'- 41 1 1/40 I 2 x e SST EAVE D.F. DIMENSIONAL FRAMING LUMBER NO.2 D.F.(Fb-950 PSI) �+ \° I — I x P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PSI) JOLST AND RAPIER SPACING IS 16"ON-CENTER 0 0 -� -7 ! 6 UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT NAILED TRAFTER TAIL(22'L) -�' I I �1 V I I 0 W U\-N. I —F ,Ilr FJ-E EXISTING FLOOR JOIST(V.I.F.) 0 TOP PLATEFJ-5 5 1/2'LVL nn;w N 2 x SUB-FASCIA I - FRAME GARAGE ROOF I i - .- _ r I � SH I ---- ALIGN FV MALL/ OVER MAIN ROOF I - A In'EXT SHEATHING Q FJ-6 (EXTEND RAFTER I V �-ON / I T (9)2 x 8 HEADER I 2 x 6 D.P. N a� PLATE) I I -------� _ POND.HD.. 7 1/4-LVL L------ — ----------- I ----------------- ----r - - -�IIII �O►� FJ-dl - 2x8�D.P. 2 x 6 RAFTER TAIL 12 L. NAILED TO EA. 9 1/2-TJI ID 2 x SUB-FASCIA n ATTIC,STAIR O III 2x12 GEILIN6 JOIST - I i 9 1/4"or9 /2'LVL' ca x 7 GJ-6 s�ATHNb FJ-10 2x10D.F. 8 ^vowI,:20 FJ-II z O 71 W, ' FJ-11(LJ W I 11 1/4"or 11 7/8"LVL• z o,o e 2 x 6 KNEEwALL � n I I n n9 Q R-10 FJ-I� 2 x 12 D.P. '�" a -- - 2J 2 x -. / V ( (12/12) I I FJ-14 " --- XO n -j F.J-16 d GJ-8 0 --16—T11 o: 3 I I ___---- ----_ _ -- -- rl x �I- -- 'TRIM AS REQUIRED TO MATCH DE EXIS'TINO JOI3T. 2 x 12 CEILING JOIST I �' r T - ( ry R_8 EXISTING CEI JOIST(V.I.F.) I _ R I _ _ _ --------- \ (0)2 x 10 GJ-6 2 x 6 D.F. 2'-4" I / 11-t'/8�LVL HDR (3)2 x 10 '3/4•EXT.PLYYroOD 2 x 8 D.P. W I ROOF SHEATHIN6 RAKE I _ r II IIi 0H554x4x 4 R-10 rf►�-� GGGJJJ-_--9 I1�I - 9 /2"LVL STEEL TUBE I I 2 x 10 D.P.Ir 2/I�) R-10 2 x IO RAFTER 2 ABLE END iI I (12/12)— t LVL ME 2 x 12 D.P. � I I ?J^ I I I IN TTIC�61LJOISTS IN& ' W 2 x 6 D.P. P I 2 x 12 GEILIN6 JOIS +/0 12 I I �0 I IEW Iw ARGHITEGT IN FIELD) -�("O) x 10 I I U GJ-5 S 12 �'+ I I GJ- I U Iln'EXT.5r•EATHI I I i I i 1 1 2 x 6 RAFTER TIE I X I ry I R-E EXISTING R ..P. HURRIGANE TIE e I (2)2 x b RAFTER PLATE I I n( R- L---- ---J . (3)2 x 6 PLATES I I(SIMPSON RAFTE ,� BETrEEN CEILIN6 JOIST I I 2 x 6 KI�FJ"IALL I I n (6/ 1� - R_b 2 x 6 D.P /22 I ry I 2 x 12 CEILING JOIST - (2)2 x 8 ♦ _ = _ R 2 x 8 D a+ I a I (A)(ASSEMBLY B)LVL I I I, (2)2 x 10 R_ 9 V2" [O 6 I I T I I JOIST HANGER 03/ V23 1/ /22 - -t - - v I I 0 EACH JOIST I oc`, V w R-I 2 x 10 P. 3/22 i I I I 2 x 8 CEILING JOIST _ HIP C 01/ 23 ONNECTOR O R-II 11 I T I I (9)I11/6"LVL,s,SgEMBLY B)HDR I Ililt I � SIMPSONBY0 — II ----- ---------� t4 L HI R-12 2x12 HURRICANE TIE a EACH RAFTER 2 x 12 CEILING JOIST D. (SIMPSON 5A) ——— 12 2 ROOF PIT 7R.-e-u, ICI -` I HIP CONNECTOR INTERI BEARING W �` ' LVL BEAM ASSEMBLY SCHEDULE BUILT-UP.. Posr oorTl- � I 2,_4" I CEILING FRAMING LAYOUT 0 HCP4Z BY _ _ Q TO FOUNDA ON WALL OR G x I SCALE:1/4"-1'-W SECOND FLOOR (MINIMUM PO WIDTHS L BE THE SEAL RED INK BEAM WIDTH PLt STU DWG No. ----------- - --- • PSL BEAMS(WHERE SHOWN ON PLAN)SHALL NOT BE SUBSTITUTED WITH A BUILT-UP LVL BEAM. AO 17---1 BUILT UP POST ABOVE ON BEAM A 13 • ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE(CONNECTED WITH METAL HANGERS) A 3 ROWS 12d COMMON NAILS 0 12"O.C. O'O" CEILING HEIGHT(ROUGH FRAMING) UNLESS OTHERWISE NOTED OR DESIGNATED AS A HEADER WHICH THEN THE MEMBER IS SET BELOW THE PLANE. FRAMING • SOLID BRIDGING 0 MIDSPAN B 2 ROWS 1/4"x 3 1/2"STRUCTURAL SCREWS C 12"O.C. C 2 ROWS 1/2"CARRIAGE BOLTS @ 12"O.C. DO NOT SCALE PRINTS Posner 240026 GENERAL NOTES WM 1.MUD SILLS PLATES AND ALL OTHER LUMBER IN CONTACT WTTT I CONCRETE Iw --- - - SHALL BE PRESERVATIVE.'MEATED AGAWST DECAY IN ACCORDANCE !/ I I WITH AWPA Ul,(R317 OF THE 2020 RCNYS) L ALL STEEL,INCLUDING BEARING PLATES SHALL BE SHOP PRIMED AND I I RECEIVE A SECOND COAT IN THE FIELD UPON COMPLETION. 3.TOP RANGE OF STEEL GIRDERS TO BE FLUSH WITH TOP OF FOUNDATION � 1 I WALL COLUMNS TO BE STANDARD STEEL PIPE 4.COLUMNS SHALL BE STANDARD STEEL PIPE OR STEEL TUBE. f+ I I S.STEEL SHALL HAVE PREZRILLED HOLES FOR VZ-IN.DIA.BOLTS 0 TOP RANGE I FOR 2 ROWS @ 24•IN.O C. I I 6.PROVIDE SOLID BRIDGING @ MID.POINT OF RZAOR SPANS 8 k.6L GREATER. 0 7.SUBFIAOR SHALL BE OWED AND NAKED TO RMR JOIST W/CON7 ECH PLAW 0 I I 8.PROVIDE GALVANIZED METAL JOIST HANGERS AT ALL FLUSH CONNECTIONS. 1 9.All SOLID AND BUILT-UP WOOD POSTS SHALL BE CONTINUOUS(W/SOLID I BL�OCKNO AS REQUIRED)TO FOUNDATION WALLS,PIERS,OR STEEL GIRDERS I I 10.ALL EXTERIOR METAL ANCHORS,FASTENERS,BOLTS,ETC.....SHALL BE HOT DRIPPED GALVANIZED(HDG)STEEL I I 11.PROVIDE 2 x FIRESTIOPPM AT DROP CETUNGS AND AT ALL AREAS REQUIRED w ----- ----- BY CODE REVIEW WCITI LOCAL BUILDING OFFICIALS. I 19/4"ExT PLYWooD 12" I 12.PROVIDE HURRICANEANCHORS AT ALL RAFTERS,SIMPSON 0 H2.5A. I I ROOF SHEATHINS I V I WALL BRACING I ( I I WALL BRACING SHALL BE IN ACCORDANCE WITH METHOD I I I 2x6 CS-WSP(TABLE 602.10.4)AND TABLE 602.10.3 IN COMPLIANCE I I 12 x 10 RAFTER OF THE 2020 RCNYS. A, i I I SHEATHING SUBFLOOR: 3/4" ADVANTECH I I I x -1/2'EXT.SHEATHIN6 I WALL: 1/2" EXTERIOR GRADE PLYWOOD r---------- � I I I n WOOD --12" ------I I - --- ------- I L------ ROOF(ASPHALT): 5/8" EXTERIOR GRADE PLYWOOD 13/4"ExT.PLY • I ROOF SHEATHINS I I I I ROOF(OTHER): 3/4" EXTERIOR GRADE PLYWOOD V I - - ------- I � - - - - - i LEGEND I I I 2 x 6 I ( I FRAMIN&MEMBER JOIST SIZE(II 9/5 TJI) 2 x 10 RAFTER I I �___r--� I I t I (FLOOR JOIST) � �JOIST SERIES(360 SERIES) - I FJ-I I� 1 _ _ __ _ _ _ _ __ _ _ I I (12 12) I --- --- - I PITCH DIRECTION OF JOIST y. 1/2„EXT.SHEATHING I I I -- -- I I (ROOF RAFTED (Ib"O.C) L._____- -___-___J I I I 1 I I i j I A-560 SERIES B-360 SERIES C-230 SERIES ,o I GJ-8 I I I ( I "� TJI 1.JOIST BY'WEYERI-LAUSER"OR APPROVED EQUAL O I I J I R-IDI I R-10 ( LV.L LAMINATED VENEER LUMBER 1.9E(Fb-2.600 PSI) (12/12 I 12/12) / I I P.S.L.. PARALLEL STRAND LUMBER 2.0 E(Fb-2,900 PSI) {•4 zl l 1 I � 6'_4" �,�// � (`I �I I \ I D.F. DIMENSIONAL FRAMING LUMBER NO. D.F.(Fb-950 PSI) '"� ,w V1 *5 I Q+ v Q I I ,++ P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PSI) ---- OIST AND R SPACING IS ON-CENTER 0 I I _j / I RppF S+�ATHIN6 I JUNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT � 0 _ (3)2 x 10 (I O 19/4'EXT.PLYWOOD b I W --- -------------------O- `.'------------- i I FJ-E EXISTING FLOORJOIST(V.I.F. 0) N I - / 1 x i FJ-5 - S Vr LVL Qi I 1 / x I 12 x 10 RAFTER I FJ-b 2 x 6 D.P. n ml 7 V4"LVL o r r 131 2.21 10 I 14"L\/L RIDGE FJ-8 2 x 8 D.P. oo �a. LINE OF ROOF I I I x 1/2'E_cT.5H£ATHIN6 I FJ-4 w p ;� I 1 \ I I INTERSECTION ( I ty I 9 1/2'TJI in AL16N RIDES \ I I 7 I I L_------ ., -------, O _ e I / \ \ V w I - -- FJ-q(l� 9 1./4"or 9 1/2"LVL' I I + p l 6'^T" I A IZ I I FJ-10 2x 10 D.P. d O c i I 0 I I \\ I I 0 (3)2 10 p zi I I Q FJ-I 11 7/8"TJ11 R 101 R-10\L I X 1 1 X /\- 1 I LZ. FJ-11(L.) " " Z ti 98 p I � I I � -1-----iJ--- 11 V4 or 117/8 LVL o�00 �i I 02/12 I (12/12)1 I I T ry / \ p I I o � I \ 0 n m I ('�` / \ _ cl I FJ-12 2 x 12 D.P. I _j I \��� i I 0 n I / I i FJ-14 14"TJI - I I lu I m I I O I \ I I ---- 1 � FJ Ib 3 -- It ----------- ------- -- -- - -- 16TJI g(0 I ---J o, 1 I I I 3 2 x 8 'TRIM AS REQUIRED TO MATCH DEPTH MasnNO JOIST. �I �-- EXISTING CEI JOIST(V.I.P.) I �3:= r 2x6D.P. I I GJ-8 2 x 8 D.P. --- --T - - - - - -- DORMER SIDE WALLS 9 1/2 LVL " 2 x 10 D.F. FRAME 05/12 ROOF I ME DO I -- GJ-I I OVER 12/12 ROOF I O TO OF TRIP 11 7/8"LVL ( I1 w GJ-12 - --.-- -- 2x12 - -- - - - - - - - - I I U GJ-5 2 D.P.SILO ED �G E)QSTIN0 R .I f.,) ROOF FRAMING LAYOUT 94 R-b 2 x 6 D.P. - - 22 SCALE IN-1'A" ATI1C FLOOR PLAN I • PROVIDE SOLID BRIDGING 0 JOIST MID3PAN GREATER THAN 81-0". I I R_8 2 x 8 D.P. // • ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE ---- R_q SIGNS: (CONNECTED WMA METAL HANGERS)UNLESS OTHERWISE NOTED OR DESIGNATED ( - 9 1/2"L , . 1/23 1�3 2 AS A HEADER WHICH THEN THE MEMBER IS SET BELOW THE PLANE. I I w R.10 2 x 10 D. . 0/3 3 • LATERALLY BRACE ALL POS-M W/COLLAR BEAMS. • ALIGN EACH RAFTER WTTI-I FLOOR OR CELL NG JOIST AND TIEBACK WITH 2 x 6 @ 45"ANGLE AS SHOWN ON DETAILS(SEE NOTE 010) - -r------ - - -- - - T � R-12 2x12D.F. • PROVIDE 2 x 6 RAFTER TIE IN ADDITION TO CEILING JOISTS AT EACH _L RAFTER THROUGHOUT ATTIC 12 i ROOF PITCH M MA H G PITCH LVL BEAM ASSEMBLY SCHEDULE LNTEWO BEARING WALr PLIFT CONNECTION CAPACITY s BUILT-UP x POST AII-O t U TO FOUN TION WALL OR GI - _ �,,��MM TABLE R802.11 (MINIMUM WIDTH SHAL BE THL� SEAL TN RED INK BEAM wID LUS 2 STUDS) DWG NO. REQUIRED 526 LBS O O © J BUILT UP PO VE ON B PROVIDED 600 LBS Al4 A 3 ROWS 12d COMMON NAILS Q 12"O.C. o'-o" CEILING HEIGHT UGH ING) SIMPSON#H 2.SA HURRICANE TIE FRAMING B 2 ROWS 1/4"x 3 1/2"STRUCTURAL SCREWS 0 12"O.C. C 2 ROWS 1/2"CARRIAGE BOLTS @ 12"O.C. DO NOT SCALE PRINTS Pc)stter 24002E GENERAL NOTES Im 1. PROVIDE HIGH'TEMPERATURE UNDERLAYMENT AT METAL ROOFS. STANDARD"ICESHIELD'IS NOT PERMITTED FOR USE. UNDERLAYMENT SHALL BE"GRACE ICE&WATER SHIELD HT* ENTIRE TNFILL LOW.PITCH ROOF WITH WATERPROOF MEMBRANE. 2. ALL EXTERIOR TRIM SHALL BE"BORAV. v 3.GUTTERS&LEADERS SHALL BE BAKED ENAMEL ALUMINUM GUTTER SHALL BE 6-IN.WIDE HALF ROUND. z 4. FLASHING SHAH.BE 16 OZ COPPER- 5. PROVIDE 16 OZ COPPER SILL PAN FLASHING.AS PER DETAIL 114 AT ALL EXTERIOR DOOR OPENINGS AND WINDOWS WITHIN 0 MASONRY OPENINGS.WINDOWS DIRECTLY ON TOP 0 OF A LOWER ROOF AND DORMERS. H PROVIDE B.E.ALUMINUM DRIP EDGE AT EAVES AND RAKES. 7.ROOFING SHALL BE STANDING SEAM ALUMINUM W/MECHANICAL DOUBLE LOCK SYSTEM. ALUMINUM PANELS SHALL BE.040 IN.WITH KYNAR 500/HYLAR 5000 FINISH.SUBMIT SAMPLES FOR OWNER'S REVIEW&APPROVAL R. PROVIDE STAINLESS STEEL TWO PIPE SNOW RAIL AT ALL METAL ROOFS.SNOW RAIL SHALL BE MECHANICALLY FASTENED CLAMPTOSFAM.SUBMIT SAMPLES FOR ARCHTTECT'S REVIEW. PROVIDE"AIR&VAPOR BARRIER'WRAP BY'GRACE*AT ALL WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL 10.WRB SHALL BE-HYDROOAP'HOUSEWRAP BY-BENJAMIN OBDYKE." 11.SIDING SHALL BE HAR.DIEPLANK AND BOARDN-BATTEN. SUBMIT COLOR SAMPLES. I L STONE VENEER 6L MORTAR COLOR SHAH BE SELECTED BY OWNER SAMPLE BOARD FOR OWNERIS REVIEW AND APPROVAL U.PROVIDE 5/4-"BORA V KICK BOARD AT EACH DOORSILL. 14.PROVIDE COPPER DRIP EDGE FLASHING AT ALL FRIEZE, COLUMN CAPS.AND WINDOW&DOOR HEAD TRIM. 15.PROVIDE BORAL J-BLOCKS AT EXTERIOR WALLS FOR MOUNTING � OF LANTERNS,HOSE BIBS.ELECTRICAL ETC...AS PER DETAIL 16.PROVIDE SPECIFICATIONS FOR PAINTING&STAINING SCHEDULE VJ SUBMIT SAMPLES AS REQUESTED,FOR REVIEW AND APPROVAL 17.PROVIDE B.E.ALUM.(COLOR MATCH)ZFLASHING AT HORIZONTAL SEAMS OF VERTICAL SIDING AS PER MANUFACTURER'S SPECS. O.G.SHALL MINIMIZE SEAMS WITH LONG BOARDS AND PLANNED G LOCATIONS.REVIEW WITH ARCHITECT. THERMAL ENVELOPE I x b BORAL RAKE 2020 RCNYS 5/4 x 12 BORAL FASCIA p - 2 x 12 BORAL FASCIA w/GROWN MOULDING Nv cRowN MouLD1NG LOCATION TYPE R-VALUE � TOP PLATE O DORMER ram— ROOF SPRAY FOAM(C) R-60 14 WINDOW HD_ ROOF MID•POIINT / 12 1 1 12 STANDING SEAM ALUM.ROOF CEILING N/A N/A 12 12 2_ / \ I FLOOR(1) SPRAY FOAM(C) R-49 �o - 040 0 a FLOOR(2) SPRAY FOAM(C) R-30 A QB 12 4 WALLS(3) SPRAY FOAM(C) R 30 _ATTIC,FLOOR IL L. L. 6 O N g �„� fl L WALLS(4) SPRAY FOAM(C') R 21 _TOP PLATE O HIP ROO a wiNDow HD - FL. TOP PLATE (1)OVER UNHEATED SPACE(2)EXTERIOR WALL PERIMETER • _ A p (3)EXTERIOR WALL(4)BASEMENT WALL PERIMETER% CoORMEA I / (0)OPEN CELL(C)CLOSED CELL ox a 5/4 x 4 BORAL CASING / \ / \ / \ _ / \ 1 5/4 x 4 BOIZAL REFER TO WALL SECTION FOR DETAIL aw � a - CORNER BOARD N 6 _ / TOP PLATE — ir - A0 FINISH SCHEDULE0 w W � _ CORNER BOARD =L E 12 _ .fl 5 4 N D � � � � � • t _ - ROOFw a p SECOND FLOOR 12 2 I SECOND LOOR W J - --- ---------- TA DI S M UM Z gge - - `,C I T I RO HARDIE BOARD-N-BATTEN (� x ti S F HINDON HP.- FL. _ SIDINIS re, (� (7 C� W � o In a / \ Aa s O 4 / \ — BORAL CANOPY BRACKET _Z qq _ - -- - ----- -- 2 x b BORAL CASING � Q 11 le, .50 FIRST FLOOR 11 Jill F _ F --- -- -- ---- --- W O z 000 AVERAGE GRADE A A W 161.25' Z_ HARDIE I 5/4 BORAL GLAD POST-- I I Q O O O U Qr W BOARD-N-BATTEN SIDING I I STONE VENEER-- Q HARDIE-PLANK SIDING STONE SHELF 6'BELOW GRADE ('I'EXPOSURE) I I I I I I I STEP FOOTING F D BASEMENT FLOOR I I I z w IONS: O 03/0 23 10/ /22 11/3 � 01/3 FRONT ELEVATION w - SCALE:1/4'-1'-0' NOTE.1.WINDOW&DOOR c;1SING SET WITHIN PLANK SIDING SHALL BE 5/4 x 4 BORAL O` 2 WINDOW&DOOR CASING SET WITHIN BOARD-N-BATTEN SIDING SHALL BE 2 x 4 BORAL INKcrs DWG No. a A15 U A U ELEVATION DO NOT SCALE PRINTS Posner 240026 GENERAL NOTES 1. PROVIDE HIGH TEMPERATURE UNDERLAYMENTAT METAL ROOFS. O STANDARD"ICESHIELD"IS NOT PERMITTED FOR USE. UNDERLAYMENT SHALL BE"GRACE ICE&WATER SHIELD HT" ENTIRE INFILL LOW-PITCH ROOF WITH WATERPROOF MEMBRANE. 2. ALL EXTERIOR TRIM SHALL BE"BORAV. v 3.GUTTERS&LEADERS SHALL BE BAKED ENAMEL ALUMINUM GUTTER SHALL BE 6-IN.WIDE HALF ROUND. 4. FLASHING SHALL BE 16 OZ.COPPER v 5. PROVIDE 16 OZ.COPPER SILL PAN FLASHING.AS PER DETAIL ru AT ALL EXTERIOR DOOR OPENINGS AND WINDOWS WITHIN 0 MASONRY OPENINGS,WINDOWS DIRECTLY ON TOP OF A LOWER ROOF AND DORMERS. p Q 6. PROVIDE B.E.ALUMINUM DRIP EDGE AT EAVES AND RAKES. 7.ROOFING SHALL BE STANDING SEAM ALUMINUM W/MECHANICAL DOUBLE LOCK SYSTEM. ►� ALUMINUM PANELS SHALL BE.040 IN.WITH KYNAR 5001 HYLAR 5000 FINISH.SUBMIT SAMPLES FOR OWNER'S REVIEW&APPROVAL R. PROVIDE STAINLESS STEEL TWO PIPE SNOW RAIL AT ALL METAL ROOFS.SNOW RAIL SHALL BE MECHANICALLY FASTENED CLAMP TCLSEAM.SUBMIT SAMPLES FOR ARCHITECTS REVIEW. PROVIDE"AIR&VAPOR BARRIER"WRAP 15Y*GRACE'AT ALL WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL 10.WRB SHALL BE"HYDROCAP"HOUSEWRAP BY'BENJAMIN OBDYKE.' 11.SIDING SHALL BE HARDIF-PLANK AND BOARD•N-BATTEN. SUBMIT COLOR SAMPLES. 12.STONE VENEER&MORTAR COLOR SHALL BE SELECTED BY OWNER SAMPLE BOARD FOR OWNERS REVIEW AND APPROVAL 13.PROVIDE 5/4-"BORAV KICK BOARD AT EACH DOORSILL 14.PROVIDE COPPER DRIP EDGE FLASHING AT ALL FRIEZE, COLUMN CAPS.AND WINDOW 6a DOOR HEAD TRIM. 15.PROVIDE BORAL J-BLOCKS AT EXTERIOR WALLS FOR MOUNTING OF LANTERNS,HOSE BIBS,ELECTRICAL ETC...AS PER DETAIL 16.PROVIDE SPECIFICATIONS FOR PAINTING&STAINING SCHEDULE VJ SUBMIT SAMPLES AS REQUESTED.FOR REVIEW AND APPROVAL 17.PROVIDE B.E.ALUM.(COLOR MATCH)ZFLASHING AT HORIZONTAL SEAMS OF VERTIC..AL.SIDING AS PER MANUFACTURER'S SPECS. O.C.SHALL MINIMIZE SEAMS WITH LAND BOARDS AND PLANNED LOCATIONS.REVIEW WITH ARCHITECT. / \ LINE OF DORMER BEYOW THERMAL ENVELOPE 2 2020 RCNYS LINE OF ROOF , \ LOCATION TYPE R-VALUE cd BEYOND STANDIW SEAM ALUM R4WF I ROOF SPRAY FOAM(G') Rr60 � 12 \ I CEILING N/A N/A A FLOOR(1) SPRAY FOAM(C) R49 B FLOOR(2) SPRAY FOAM(C) R-30 04 0 GEILINkS HT WALLS(3) SPRAY FOAM(C) R 30 p -- - - % n WALLS(4) SPRAY FOAM(C) R 21 5/4 x 4 BORAL -" - (1)OVER UNHEATED SPACE(2)EXTERIOR WALL PERIMETER HARDIE BOARD-N-BATTEN G CASIN6 IE-PLANK 51DIN6 51DING(GRID-PATTERN) - HARD (3)EXTERIOR WALL(4)BASEMENT WALL PERIMETER CD » C, — - - (-1•EXPOSuRc-) (0)OPEN CELL(C)CLOSED CELL o sy� 1 - — - ---5/4 x b BORAL _� REFER TO WALL SECTION FOR DETAIL fB 8 .- -�_ r. � `R 12 CORNER 130ARD N 2"THK SLOPE° a ---�--- - r FINISH SCHEDULE IJQ BLUESTONE GAP ❑❑ _ _——— —_—— � wm x'^ 0 TA INS,SEAM 12 ❑❑❑ _ _ F PL. 12 &+/- SECOND OR list w � WW FIF —FL.(NOTE:11) � LL l- •��� — FL. NDO HD. ►-r z ��'►oo 1 e U) ,e,o 5/4 x 12 BORAL FASCIA - - - - MATCH - BORAL.PANEL z 3 GROWN MOULDING - - - POST WIDTH / — - - \ - V a. � 56"h.STAINLESS STEEL - -5/4 BORAL 4 p (7 GABLE RAILING W/IPE GAP _ aIt z z BORAL GLAD POST I I I I I ( I I I 5/4 BORAL TRIM 4 rANEL W Q w Q I TEEL 56'h.METAL RAI LING- I WINDOW WELL--- +� I I I 1 BORAL CLAD U 1 1/2 BuLESTOM CAO l I � a °� ] III III III I � _ STONE VENEER I I I I L L--J_I I w!oL_----� I I I I C YV/1 1/2"BLUESTONE FLOOR ( I I I f — /�• STONE SHELF 6"BELOW E(5" I II I I I I to BASEMENT LOOR I I I I BASEMENT FLOOR \ /� -- - -----J-1--- —� -'_---�-L ------------- ----- J ATE ---I -----------------�� ------�-- -�- ----� ------------ -----� w / z SIONS: is 3/01/23 1 3 22 �4 30 W W .t / 2 LEFT SIDE ELEVATION 1/3 23 S EV - SCALE 1/4'-1'•(P' W t>A NOTE 1.WINDOW&DOOR CASINO SET WITHIN PLANK SIDING SHALL BE 5/4 x 4 BORAL �O(� 2.WINDOW&DOOR CASINO SET WITHIN BOARD-N-BATTEN SIDING SHALL BE 2 x 4 BORAL F IT4, d En z a SEAL I LNtcFtrrEcrs s>:w IN R>rn naK p vI Z DWG No. A p a ° A16 U p A O O A U ELEVATION DO NOT SCALE PRINTS Posner 240026 GENERAL NOTESlw 1. PROVIDE HIGH TEMPERATURE UNDERLAYMENT AT METAL ROOFS. STANDARD"ICESHIELD"IS NOT PERMITTED FOR USE. UNDERLAYMENT SHALL BE"GRACE ICE&WATER SHIELD I TM ENTIRE INFILL LOW-PITCH ROOF WITH WATERPROOF MEMBRANE. 2. ALL EXTERIOR TRIM SHALL BE"BORAL". v 3.GUTTERS&LEADERS SHALL BE BAKED ENAMEL ALUMINUM z z GUTTER SHALL BE 6-IN.WIDE HALF ROUND. 4. FLASHING SHALL BE 16 OZ COPPER. 5. PROVIDE 16 OZ COPPER SILL PAN FLASHING.AS PER DETAIL AT ALL EXTERIOR DOOR OPENINGS AND WINDOWS WITHIN O MASONRY OPENINGS,WINDOWS DIRECTLY ON TOP OF A LOWER ROOF AND DORMERS. �w 6. PROVIDE B.E.ALUMINUM DRIP EDGE AT EAVES AND RAKES. 7.ROOFING SHALL BE STANDING SEAM ALUMINUM W/MECHANICAL DOUBLE LOCK SYSTEM. ALUMINUM PANELS SHALL BE.040 IN.WITH KYNAR 500/HYLAR 5000 FINISH.SUBMIT SAMPLES FOR OWNER'S REVIEW 6L APPROVAL R. PROVIDE STAINLESS STEEL TWO PIPE SNOW RAIL AT ALL METAL ROOFS.SNOW RAIL SHALL BE MECHANICALLY FASTENED CLAMP TOSEAM.SUBMIT SAMPLES FOR ARCHITECT'S REVIEW. 9. PROVIDE"AIR&VAPOR BARRIER"WRAP BY"GRACE"AT ALL WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL 10.WRB SHALL BE"HYDROGAP"HOUSEWRAP BY-BENJAMIN OBDYKE.- 11.SIDING SHALL BE HARDMPLANK AND BOARD-N-BATTEN. SUBMIT COLOR SAMPLES. 12.STONE VENEER&MORTAR COLOR SHALL BE SELECTED BY OWNER. SAMPLE BOARD FOR OWNERS REVIEW AND APPROVAL. 13.PROVIDE 5/4-"BORAV KICK BOARD AT EACH DOORSILL 14.PROVIDE COPPER DRIP EDGE FLASHING AT ALL FRIEZE, COLUMN CAPS.AND WINDOW&DOOR HEAD TRIM. 15.PROVIDE BORAL J-BLOCKS AT EXTERIOR WALLS FOR MOUNTING OF LANTERNS,HOSE BIBS,ELECTRICAL ETC...AS PER DETAIL r^ 16.PROVIDE SPECIFICATIONS FOR PAINTING&STAINING SCHEDULE SUBMIT SAMPLES AS REQUESTED,FOR REVIEW AND APPROVAL 17.PROVIDE B.E.ALUM.(COLOR MATCH)LFLASHINO AT HORIZONTAL SEAMS OF VERTICAL SIDING AS PER MANUFACTURERS SPECS. O.C.SHALL MINIMIZE SEAMS WITH LONG BOARDS AND PLANNED LOCATIONS.REVIEW WITH ARCHITECT. THERMAL ENVELOPE 2020 RCNYS cl LOCATION TYPE R-VALUE 0 ROOF SPRAY FOAM(C) w 12 12 CEILING N/A N/A ll j 12(— �12 rh --HARDIE-PLANK SIDING FLOOR(1) SPRAY FOAM(C) R-49 T I AM F (`►"EXPOSLFW FLOOR(2) SPRAY FOAM(C) R 30 0 0 0 , 1 x 8 BORAL RAKE P+ 12 12 WALLS(3) SPRAY FOAM(C) 0 Q ^0- N D - 5/4 x 12 BORAL FASCIA R 3 WALLS(4) SPRAY FOAM(C) R 21 F+1 Ago W/GROWN MOULDING A (1)OVER UNHEATED SPACE(2)EXTERIOR WALL PERIMETER (3)EXTERIOR WALL(4)BASEMENT WALL PERIMETER N (0)OPEN CELL(C)CLOSED CELL 12 o a GEtuNG HT REFER TO WALL SECTION FOR DETAIL4 TOP PLATE® FL. F -R- --- WINDO HD. DORMER / 5/4 x 8 BORAL w in FINISH SCHEDULE x� / / \ CORNER BOARD .� :2 a, TOP PLATE o \ / \ / — ►..1 j �g i KNEENALLSICYL. 12 ' SKYL. W w ( Z A -- - _ *- LINE OF ROOF ,..� z e� 121 - -- -- - -_ --- 12 12 +- eFrorm $ a F 1 LINE 5EGON FLOOR _ BEYOND - T� -_ -- -- -- _ Sr1 ING SE UM. A r SECOND 00 p U u+ p p I ►-� - -- L' WI _ HD. fA Vj SEE NOTE.I'f _ � z HARDIE BOARD-N-BATTEN- z_ A 51DING x 4 BORLAL0 \ ASl)�I6 \ � -� • �j T W q� b "' � O I•„ z — — - ---- ---- -- o Z. W �. ,. . o a o a . i C 36"h.METAL RAILING WINDOW WELL BORAL GLAD POST I I I 1 1/2'M.MSTONE COMM& -t- I I I I I 36"h.STAINLESS STEED---- I ( ' � WtA Af GABLE RAILING W/IPE GAP /ll I I WINDOW ILL ---i I I I STONE VENEER I I W I i--- ( I I W/1 1/2"BLUE5TONE"OR I ( � p W '� zj I S: i Q STONE SHELF 6"BELO�y GRADE �•J p 03/0 2 10)�03/22 _ ", BASEMENT FLOOR W Z ` � � 11/'g0/22 -- --- !A 1 STONE ---- �— ---- ----- ----I -- W z b /�1/23 a t W REAR ELEVATION SCALE:1/4'-1'.0• W to l�I o1uc .ARCHr1�c1s Z. (� S RED WK 0 O V) DW Z G No. � A17U p A O O P4 A V ELEVATION DO NOT SCALE PRINTS Posner 240026 GENERAL NOTES 1. PROVIDE HIGH TEMPERATURE UNDERLAYMENT AT METAL ROOFS. STANDARD"ICESHIELD"IS NOT PERMITTED FOR USE. UNDERLAYMENT SHALL BE"GRACE ICE 6L WATER SHIELD HT• ENTIRE INFILL LOW-PITCH ROOF WITH WATERPROOF MEMBRANE. 2. ALL EXTERIOR TRIM SHALL BE"BORAV. v 3.GUTTERS 6L LEADERS SHALL BE BAKED ENAMEL ALUMINUM GUTTER SHALL BE&IN.WIDE HALF ROUND. 4. FLASHING SHALL BE 16 OZ.COPPER_ 5. PROVIDE 16 OZ.COPPER SILL PAN FLASHING,AS PER DETAIL AT ALL EXTERIOR DOOR OPENINGS AND WINDOWS WITHIN 0 MASONRY OPENINGS,WINDOWS DIRECTLY ON TOP OF A LOWER ROOF AND DORMERS. N PROVIDE B.E.ALUMINUM DRIP EDGE AT EAVES AND RAKES. 7.ROOFING SHALL BE STANDING SEAM ALUMINUM v W/MECHANICAL DOUBLE LOCK SYSTEM. ,� ALUMINUM PANELS SHALL BE.040 IN.WITH KYNAR 500/HYLAR 5000 FINISH.SUBMIT SAMPLES FOR OWNERS REVIEW 6L APPROVAL PROVIDE STAINLESS STEEL TWO PIPE SNOW RAIL AT ALL METAL ROOFS.SNOW RAIL SHALL BE MECHANICALLY FASTENED CLAMP TO.SEAM.SUBMIT SAMPLES FOR ARCHITECT'S REVIEW. PROVIDE"AIR&VAPOR BARRIER'WRAP BY'GRACE"AT ALL WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL 10.WRB SHALL BE'HYDROGAP'HOUSEWRAP BY-BENJAMIN OBDYKE." 11.SIDING SHALL BE HARDI&PLANK AND BOARD-N-BATTEN. SUBMIT COLOR SAMPLES. 12.STONE VENEER 6L MORTAR COLOR SHALL BE SELECTED BY OWNER. SAMPLE BOARD FOR OWNER'S REVIEW AND APPROVAL 13.PROVIDE 5/4-'BORAV KICK BOARD AT EACH DOORSILL 14.PROVIDE COPPER DRIP EDGE FLASHING AT ALL FRIEZE, COLUMN CAPS,AND WINDOW GL DOOR HEAD TRIM. 15.PROVIDE BORAL J-BLOCKS AT EXTERIOR WALLS FOR MOUNTING 4 OF LANTERNS,HOSE BIBS.ELECTRICAL ETC...AS PER DETAIL 16.PROVIDE SPECIFICATIONS FOR PAWTINO&STAINING SCHEDULE VJ SUBMIT SAMPLES AS REQUESTED.FOR REVIEW AND APPROVAL A, 17.PROVIDE B.E.ALUM.(COLOR MATCH)&FLASHING AT HORIZONTAL W SEAMS OF VERTICAL SIDING AS PER MANUFACTURERS SPECS. O.C.SHALL MINIMIZE SEAMS WITH LONG BOARDS AND PLANNED LOCATIONS.REVIEW WITH ARCHITECT. LINE OF DORMER E 12 BEYOND I —— — 12 THERMAL ELOPE �,,,� ------ e.5 ____ 2020 RCNYSL --- I -- LOCATION TYPE R-VALUE 0 5T I AM ALVI.MVP , / Y ROOF SPRAY FOAM(C) R-60 12 12 \ - 1 x 8 BORAL RAKE CEILING N/A N/A ' / -- FLOOR(1) SPRAY FOAM(C) R-49 � B 5/4 x 12 BORAL FASCIA 0 0 a CROM MOULDING FLOOR(2) SPRAY FOAM(C) R-30 ^^ TOP PLATE a HIP ROOF _ CEILING HT W TOP PLATE 0 SHED D _ -rL.-- - KNDO WALLS(3) SPRAY FOAM(C) R-30 Q 1 (71 1 0TOP PLATE®HINDOw C SPRAY FOAM(C) R-21 a // / \\ __ ___ _ HAEXPOSURE) A NK SIDING HARDIE BOARD-N-BATTEN (1)OVER UNHEATED SPACE(2)EXTERIOR WALL PERIMETER • 2x BORAL TRIM SIDING(GRID-PATTERN) (3)EXTERIOR WALL(4)BASEMENT WALL PERIMETER c -�` IN, F 'I-, F \ 5/4 x e BORAL (0)OPEN CELL(C)CLOSED CELL o a \ \ / CORNER BOARD I 12 c ir REFER TO WALL SECTION FOR DETAIL 4 - _-FL 12 FINISH SCHEDULE � xM SECOND FLOOR ❑❑❑❑ 5 SECOND % z U� FL. �-i O o: I g ji :I'1 A ING M UM.ROC ❑❑❑❑❑� _ a p4 % F �1 1 W a HD. „� z 19,1 F o,00 0 BORAGIGEGANOPY / / \ \p \ O U u+ ° ° u r� It 11 11 IL I ig -1 1 j >_ 5 2 x 4 BORAL CA51NG \ Qk p HARDIIE BOARD-N-BATTEN LLI _-_-- FIRST z OOR A tilli 1111- cn d z _ Q z I CONC.LANDING IBORAL CLAD POST = ----_----- ----------- -- - W •----- 196'14.METAL RAILING I I / I BFRAL GLAD POST I w A w 00 � -L SR-AIN-LES-S STEEL ------- II( ° AILIN E CAP ° o O SnXCO FINISH Sao amQw a I 1/2'BLIESTONE COPNG 1/ ONE FLOOR REI NE SHELF 6"BELOW GRADE wC Li SO STEP FOOTINGS BASEMENT FLOOR (REFR TO DETAIL;A1 IING A -- --- � F. 22 STEP POOTIN65 z Z EVI /-- (REFER TO DETAIL A01) — z W W O' 3/01/23 S 10/03/22 RIGHT SIDE ELEVATION w c� 14/ 22 SCALE 1/4'-1�-0• A ( 0 23 � a O NOTE 1.WINDOW SL DOOR CASINO SET WITHIN PLANK SIDING SHALL BE 5/4 x 4 BORAL 2.WINDOW 6L DOOR CASING SET WITHIN BOARD-N.BATITN SIDING SHALL BE 2 x 4 BORAL r W w >TEcTs c� 31 1Nx 0 w ° (/) Z No. O A � O O A18 U L� tcn A U ELEVATION DO NOT SCA INTS Posner 240026 NOTES � WINDOW &. EXTERIOR DOOR SCHEDULE o >4 EGRESS GLASS EXTERIOR CASING NOTES 1. Refer to the floor plans for location of windows and doors. O 2. Windows shall be"400 SERIES"by ANDERSEN WINDOWS. v Z Window manufacturer shall provide complete shop drawings for review and approval. Z w A 3. Window&door glazing shall be insulated Low E3 w/ERS glass and Argon gas. V14 w U � v, w a MANUFACTURER UNIT NUMBER Q w 4. Windows and French doors to be factory primed. o O O 0 2 0 U a z 5. Windows to be complete with screens,white sash lock and white lamb hardware. N 0 w U O x O pq H E--' w x 6. Single stud pocket. x � z A U � g � 41 z 7. Double stud pocket. >1 U W �, _ H cV en M v� U U w Z 8. Glazing for radius and custom windows shall be in sash. pr., 9. Provide heavy duty track and hardware at each garage door complete with 2" "x 2 1 "MAHOGANY PLANK STAIN GRADE ENTRANCE DOOR electric opener and key pads.Review key pad locations wit Owner. 4 x 96 /4 ( ) U A 10. Hardware shall be complete for windows and doors.Owner shall select W/30"w.SIDELIGHT .27 •19 hardware&finishes. 14.00 3o N B _ .24 .21 11. Each pane of safety glass shall have type of glazing designation laser etched b7 CXW 16 and visible. C CUSTOM PICTURE WINDOW(FRAME DIM:92"w.x 72"h.) .22 .22 12. Garage doors must meet the latest edition of N.Y.S.Energy Code and the minimum required U-factor. D CW 155 .24 .21 13. Patio doors shall be"E-SERIES"by ANDERSEN WINDOWS. Door panel shall be contemporary style. •1� E ABPAT 12080 .26 .17 13 14. Skylight with Low E glazing by Velux. (n F ABPAT 6080 26 .17 13 15. "100 SERIES"by ANDERSEN WINDOWS. v G C 145 .24 .21 EMERGENCY ESCAPE & RESCUE OPENINGS H CW 145 .24 .21 NET CLEAR OPENING:5.7 S.F,24"h.&.20"w.,MIN. 20 SECTION R310.2.1 OF THE 2020 RCNYS. 7.60 5 M j CW 15 .24 .21 � WINDOW FALL PROTECTION 4� K 36"x 96"x 13/4"MAHOGANY ENTRANCE DOOR W/INSULATED GLASS .32 .19 0 OPENING CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE 94 L 36"x 96"x 13/4"MAHOGANY ENTRANCE DOOR(OUTSWING) .32 WITH SECTIONS R312.2.1&R312.2.2 OF THE 2020 RCNYS. .19 �' r^ M CXW 14 .24 .21 LINTEL SCHEDULE � VJ � 00 0 N 181-0"x 8'-0"MAHOGANY PLANK GARAGE DOOR •32 •19 L SIZE MINIMUM BEARING 0 �+ N O CXW 16,3 .24 .21 LO REFER TO FRAMING LAYOUT PLAN FOR LINTEL SIZE a P CW 245 .24 .21 LE EXISTING LINTEL(EXPOSE&VERIFY IN FIELD) o s 12.60 r� R -2 .24 .21 Ll " " GALVANIZED STEEL ANGLE 6"(EACH SIDE) 9 CXW 155 4 x 4 x 5/16 GALVAN � w N ; d:2 � . S CXW 155 .25 .20 L.2 6"x C x 3/8" GALVANIZED STEEL ANGLE 6"(EACH SIDE) x-, T AWNING 2626 0 .25 .20 " 15 L3 ? x 4 x 3/8" w GALVANIZED STEEL ANGLE 8 (EACH SIDE) � RAL � 1.STEEL SHALL CONFORM TO ASTM SPECIFICATIONS A-36 FOR STRUCTU STEEL ;4 ,Z U CXW 14 • •24 •21 NOTES 2.STEEL ANGLE LINTEL SHALL BE HOT DIPPED GALVANIZED STEEL Z o 3.WIDE FLANGE STEEL BEAM LINTEL SHALL RECEIVE(2)COATS OF RUST INHIBITOR(I SHOP COAT 6L 1 FIELD COAT) R X� $ a AW 51 .25 .20 SCHEDULEto NHEADER 7.62 �- W .24 .21 4 CW 135 H SIZE X G 45 0 .26 .28 H-0 REFER FRAMING LAYOUT FOR HEADER SIZE Y 42"x 96"x 1 3/4"COMPOSITE ENTRANCE DOOR W/INSULATED GLASS .32 .19 H-E EXISTING HEADER(EXPOSE&VERIFY IN FIELD AS REQUIRED) H305 (3)5 1/2"L.V.L. H2O5 (2)5 1/2"L.V.L. H 109 5 1/4 9 1/2"P.S.L. S-1 FS-MO 4 .44 .26 14 H306 (3)2 x 6 D.F.L. H2O6 (2)2 x 6 D.F.L. H 111 5 1/4 /8"P.S.L. H307 (3)7 1/4"L.V.L H2O7 (2)7 1/4"L.V.L. '.004 51 "P.S.L. H308 (3)2 x 8 D.F.L. H208 (2)2 x 8 D.F.L. H 116 1/4" "P. . . GENERAL CONTRACTOR IS RESPONSIBLE TO INSURE THAT WINDOW SUBSTITUTIONS,IF ANY WHETHER BY MODEL OR MANUFACTURER SHALL COMPLY WITH THE STATE H309 (3)91/2"L.V.L. H2O9 (2)9 1/2"L.V. . H118 5 1/" ,- A C BUILDING CODE FOR EGRESS AS DESIGNATED ABOVE. y1 H310 (3)2 x 10 D.F.L. H210 (2)2 x 10 D .L. � �N F. a 09/ 22 H311 (3)11 7/8"L.V.L. H211 (2)I1 7/8" .V.L. H00 9 1 2"P.S.L. Sty REVISIONS. H312 (3)2 x 12 D.F.L. H212 (2)2 x 12 DV-L. H01 1/2" 11 L. 03/01/23 /03 22 s 1 2 erl o� H314 (3)14"L.V.L. H214 (2)14"L.V.L. H014 1/2" 14"-Q.S.L. 0 3 Rov�o . 04' H316 (3)16"L.V.L. H216 (2)16"L.V.L. H016 3 1/2"x 16"~P.S.L. o SOLDTEtAL JOBdIS H318 (3)18"L.V.L. H218 (2)18"L.V.L. HO18 1 "x 18"P.S.L. �o4s�oe END D"M D.F.L. DIMENSIONAL FRAMING LUMBER,NO.2 DOUGLAS FIR(Fb-950 p min.) W�'��'�'� L.V.L 1AMINATED VENEER LUMBER 1.9 E(Fb-2,600 psi) P.S.L. PARALLEL STRAND LUMBER 2.0 E(R)-2,900 psi) � WK DRIP EDGE 1.APPLY WRAP 2 APPLY WRAP 7U JAli1lS OF 3.RBPEAT STEP 2.Bur FOR TOP OF o¢s�o� 1.ALL HEADERS(WINDOWS,DOORS,ETC...)WHICH CONSISTS OF 3 OR MORE RAL ME ERS _ DWG No. TO SILLGL FOLD 6IN.DOWN, ROUGH OPENING 6&FOLD ROUGH OPENING LEAVE OUTER SHALL BE LAO BOLTED TOGETHER PER CODE WITH TIMBER LOK OR EQUAL A19 EXTENDING 6 IN.TO EACH &IROVERSHEATHING6& EDGES UNSTAPLED FOR FUTURB SIDE LAP LOWER EDGE OVER &IN ABOVE 6L BEIrOW WIEORATION VMI AIR AM INFILTRATION BARRIER ROUGH OPENING. INFILTRATION BARRIER 2.FLUSH LV.L.HEADERS SHALL BE BOLTED TOGETHER AS PER MANUFACTURERS SPECIFI TIO WINDOW&DOOR ROUGH OPENING WRAP DETAIL $ WINDOW&DOOR SILL PAN DETAIL NOTES 3.DOUBLE JACK STUD @ ROUGH OPENINGS 4 FEET AND GREATER WINDOW SCHED. NONE SCAM NONE 4.TRIPLE JACK STUD @ROUGH OPENINGS 8 FEET AND GREATER Posner 240026 NaM•SILL PAN SHALL BE 16 OZ.COPPER NOTE:WRAP SHALL BE'AIR&VAPOR BARRIER WRAP BY W.R.GRACE .PAN SHALL BE INSTALLED CVER 15"ROUGH OPENINO WRAP 5.ADD ONE(1)ADDITIONAL JACK STUD AT OPENINGS WITH POINT LOADED HEADERS IZ � 12 � 0 - -- 2 x 10 RAFTERS e I6"O G. -- 3/4'EXT.PLYWOOD ROOF SHEATHING 1p 2:211 � --- &RAGE(HIGH TEMPJ'ICE a WATER SHIELD HT' v 12 / uNDERLAYMENT(GONER ENTIRE ROOF) �'j 12 - - CLOSED CELL(R-60) �G.� SPRAY FOAM INSULATION �j - STANDING SEAM.040 ALUMINUM ROOF 0 W/MECHANICAL DOUBLE LOCK SEAMS 0 • M H2.5A HURRICANE TIE BY'SIMPSON' p 2 x 6 TIE-BACK AT EACH RAFTER EACH RAFTER - EXTENDED SHEATHING TO TOP PLATE STAINLESS STEEL TWO PIPE CLAMP-ON O SNOW RAIL SYSTEM 14"LUL RIDGE 2 x b RAFTER PLAT JF// / pRIP RAFTER TAIL / ROOF CONSTRUCTION TOP PLATE T / / (SEE WALL SECTION) �i< DRIP EDGE 2 x 12 CEILING JOIST®Ib"O.G.- SEE EAVE DETAIL+5/A20 I F- 11ER / b"B.E.ALUMINUM HAL ROUND GU / 5/8"TYPE-X&A.B. W/5 GOATS JOINT COMPOUND CONTINUOUS SEALANT e TOP WALL PLATES --- I x 5"BORAL"FA501A ON WINDOW 2 x SUB-FASCIA - I x T46 V-GROOVE"BORAL"SOFFIT INSUL.FILL®WINDOW HEADER VOIDS - ;� WINDOW HEAD R.O. -- IL 511 GROWN MOULD I NG - - (1 1/5"x 4 3/8") WOOD CASING i n 5/4 x 12"BORAL"FRIEZE STOOL W/APRON -SIDING r 5/4 x 4"BORAL" CASING STRIP OAK PLANK FLOORING ON ROSIN PAPER- -- COPPER DRIP GAP FLASHIN6 --CLOSED CELL(R-30) --- WINDOW 5/4'"ADVANTEGH"SUBFLOOR- - SPRAY FOAM INSULATION (GLUE a NAIL) 2 x 6 WD.STUDS a Ib"O G. II 1/6"TJI FLOOR JOIST a Ib"O.G. - CONTINUOUS SEALANT u BOTTOM WALL PLATES 0 EAVE DETAIL SECOND FLOOR -------------------- B SCALE L L/z"-1'A' SUBFLOOR 1/2'EXT.PLYI"IOOD WALL SHEATHING II'7/8'LVL RIM JOIST v AP ROOF GONSTRUGTION HYI7RENJA HI 0817 KEO 0 0 SEE WALL SECTION BY BENJAMIN OBDYKE i-y 0 CONTINUOUS'SEALANT 0 e TOP WALL PLATES �4 N a r, 2 x 6 SOUND BATTS - HARDIE-PLANK SIDING I x 8"BORAL"FASCIA ('ROXUL"SAFE N'SOUND OR EQUAL) c ON 2 x&SUBFASCIA o S COPPER DRIP GAP FLASHING00 w 2 x 6 STUD a 16"O.G. en ; 5/4 x 4 BORAL CASING I x T S 6 V-GROOVE i v► "BORAL"BOARD SOFFIT w WOOD BASE • WINDOW {L 5-1 GROWN MOULDING (SET OUTLETS IN BASE,TYPJ -- ►-� co x�. 11/5"x 4 We") ( OAK PLANK FLOORING ON ROSIN PAPER cG 5/4 x 12"BORAL"FRIEZE 3/4""ADVANTEGH"SUBFLOOR °Q !; ir (TYPIICAALL.KUNDER ALL WALLS) (GLUE t NAIL) CONTINUOUS y�TES w� z 1/2"P.T.PLYWOOD RIM BD. Z e (2)2 x b PRESSURE TREATED WD. FIRST FLOOR SILL Y'V 5/6"x 15'6ALV.ANCHOR BOLT X a 51D{NG (SUBFLOOR) SE ON E.P.S.CENTER. MSEAL.ER �- I CEMENT 5T10000 FINISH CRAKE DETAI L I k In FINISH GRADE SCALE:L L/z'-1'0" (SLOPE AWAY FROM HOUSED (2)2 x 6 P.T.PLATES (BOLTED TO FLANGE) /-I 1 1/8'LVL FLOOR JOIST STEEL 61RDER a I6'O.G. MOISTURE RESISTANT 12" OI •III a 4,000 PSI POURED CONCRETE CLOSED CELL(R-21) II ' • FOUNDAT W ION ALL(SEE PLAN) -ROOF CONSTRUCTION `1 4.OD.STEEL PIPE COLUMN SPRAY FOAM INSULATION • SEE WALL SECTION 0- SEE DETAIL •• 2 x 4 STUDS e I b'O.G. I °• W/P.T.SOLE PLATE 04 BAR a 24'O C.TIED TO FT6. 4'GONG.FLOOR SLAB • - 'TUFF-N-DRI" Y'V bxb W2.IxW2.l W W.F. 2"AIRSPACEWATERPROOFING SYSTEM 2 x 6 4'COMPACTED GRAVEL • • I x 5"BORAL" A AIA BASEMENT O —BEVEL vvAL1 KEY E D A I • '� -d• ,a a WASHED ST (164 MIN) -�N F. 9/06/22 VV FILTER F IC _ I x Ta 6 V-GROOVE • • t `�/ J 0 "BORAL"BOARD SOFFIT '(I IL 511 GROWN MOULDIN6 `- - - - - • .• • • • .' - 03 0 3 3/22 (1 1/5"x 4 3/8") II 1 30/22 10-MIL.POLYETHYLENE 4'VIA.PV FOOTI N 1 3l/23 —2 x 12"BORAL"FRIEZE VAPOR BARRIER — — --- — a.L W/FILTER ABRIC, ('TURN UP a WALLS) .� �a 4,000 PSI GONG.FT6. 4'VIA.PERFORATED PVC(I IOR) 5» - BOARD-N-BATTEN SIDING (SEE PLANS) FOOTINGS DRAIN NV FILTER FAB C.WRAP ——4,000 PSI CO FT6.ftEE PLANS) BY DAMES HARDIE W/(4)04 BARS, MT. f SET ON SOLID, ISTURBL 5O1L- O.C.SHALL PROVIDE UNDER SLAB PERFORATED 4"PVC THROUGHOUT FOR FUTURE RADON MMOATTON.O.C.SHALL LOCATE SCUD-UPS(capped)TO ALLOW ARCHii M FOR FUTURE R4STALLATTON OF KLINE FAN AND VEPT M TO EXTERIOR. RID WK o ORADETAIL - wG No. _sLFa CA '�Y' WALL SECTIONA . .. A20 N SCAL fi:1-1-0 O cy •ALL EXTERIOR SIDING AND TRIM SHALL BE THOROUGHLY PRIMED,AS WELL AS BACK PRIMED,INCLUDING ALL EDGES DETAILS •CAULK AROUND ALL WINDOW AND DOOR OPENINGS Posner 24W26 A •PROVIDE"AIR&VAPOR BARRIER"AT ALL WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL ON WINDOW SCHEDULE a Im 1w O 4 2 x 5 RAFTERS® 16"O.G. H 5/4"EXT.PLYWOOD ROOF SHEATHING j O 12 G T' 0 RACE(HIGH EMP>"IC W E d WATER SHIELD HT" 1w 6+/_ UNDERLAYMENT(COVER ENTIRE ROOF) HEADER(REFER TO PLANS) STANDING SEAM.040 ALUMINUM ROOF v 16�� W✓MEGHANIGAL DOUBLE LOCK SEAMS / W "SIMPSON"#AG6/ACE6 H.D.GALV / —- -- - 1/2"EXTERIOR PLYWOOD SHEATHING 4, STAINLESS STEEL TWO PIPE CLAMP-ON POST GAP r\INA - -- 2 x 6 P.T.FLUSH LEDGER SNOW RAIL SYSTEM LAG BOLTED TO RIM JOIST METAL J015T HANGER (2)2 x 6 LATE \ O HURRICANE ANCHOR•EACH RAFTER (SIMPSON M H2.5A) —2 x 6 CEILING® 16"O.G. ` EXTEND PLYWOOD TO TOP PLATE 2 x 6 RAFTER TAIL TOP PLATE __ DRIP EDGE 6"B.E.ALUMINUM HALF ROUND GUTTER b x b P.T.POST I x 3 T a 6 V-GROOVE BORAL BOARD CEILING BOARD-N-BATTEN SIDING BY JAMES HARDIE BOLT ANCHOR TO POST I x 8"BORAL"FASCIA ON 2 x SUB-FASCIA `/J M(2)1/2"PIA.GAL\/.CARRIAGE BOLTS I x"BORAL"TRIM "SIMPSON"#ABUbb GALVANIZED POST BASE (3)q I/2"LVL HEADER VENT SPACE(SEE DETAIL D/A21) I x 3 T 3 G V-GROOVE "BORAL"BOARD CEILING W/5/8"DIA.x 12"HD.GALV.ANCHOR BOLT - - 5/4 x 10 "BORAL"FRIEZE ALIGN W/ENTRANCE DOOR HEAD CASING p (NO FASTNER SUBSTITUTIONS PERMITTED) OVER I x FURRING IL 311 GROWN MOULDING 1/2"EXTERIOR PLYWOOD SHEATHING (1 1/8"x 4 5/5") 5/4 x 10""BORAL"FRIEZE OVER I x FURRING (5)q 1/2"LVL HEADER 10"POST BEAM CONNECTION �--- -DRIP FLASHING I x"BORAL SOFFIT SCALE:NONE - dcd —- -- -- � ENTRANCE DOOR 0 0 �+ 6 5/4 BORAL W/I x 3 FURRING ON rn TBD. SIDING •NOTEt - "HYDRO6AP"WRAP OVER v CONNECT HEADER TO b x b P.T.POST W/H.D.G. Q� - COPPER GAP POST GAP 0 AGEb BY"SIMPSON° � 6 I/2" EXTERIOR PLYWOOD•"OVER O O FLASHING� 6 x 6 P.T.POST(DETAIL B/A21) — O G�1 �+ N BORAL JBLOCK i "BORAL" - '•BOTTOM 24"w.PLYWOOD SECTION SHALL BE PRE55ME TREATED c —1 POST PLAN cc a ci 1 ✓ I U-1 � . a L_ __j I IW 0�. � � w • � 1 1/2"BLUESTONE FLOOR--- I 1 z o.00 SILICONE AROUND W/W4"THK.CEMENT MORTAR BED I 8 z $ a ALL EDGES COPPER SILL PAN FLASHING 4"THICK,(Fc-4000 PSI)GONG.SLAB C/� O'^ G FOR LIGHT FIXTURES,HOSE BIBS, _ YV NO.4 REBAR® 10"O.G.BOTH WAYS TYPICAL MOUNTIN 1 - - LINE OF 6 x 6 P.T.POST cn d; s MEMBRANE FLASHING O - _ - ~"�' 13 ELECTRICAL OUTLETS,ETC. - SADDLE I I -"SIMPSON"»AE3U66 POST BASE GHORJ � -BLOCK DETAIL I x "BORAL"KICK BOARD I I ®6 x 6 P.T.P05T(DETAILt B/ 1) c SCALE:NONE _FIRST FLOOR SUBFLOOR 0 PITCH FLPI 1/2'P.T.PLYWOOD '�I1°e l —STONE VENEER RIM BOARD a MEMBRANE FLASHING • a• e ^ • • •d • FINISH GRADE = -� (EXTEND UNDER COPPER SILL PAN) _ _ _• --e • RAFTER TAIL •11 v a• • vv e : \ • (SLOPE AWAY FROM HOUSE) 1 I • • • • • \ NO.4 RE-BAR DOWEL® 4"O.G. �° O (EXTEND INTO SLAB) • �. SOFFIT FRAMING a o I •• •• ••v • \\\\\\//\\ ^ � • //\//\/\/ �. • v d • I a • /// /// / 9C�r"1 50FFIT I ° C li � • b"COMPACTED GRAVEL- 1 I I 1 a a " • v "TYPAR"LANDSCAPE FABRIC I f a� • • ' /\\//\\j/\\j/\\ ]J a 9/06/22 FASCIA BOARD 11 a a COMPACTED EARTH FILL •I I •• • /\/\/ FOUNDATION LL KEMSI NS: 10/03/22 1/2"CONTINUOUS VENT SPACE a v• •• „ " e a • TUFF_N-DRI I • v ` 03J�01/2 11/30/22 " 11 "• a a WATERPROOFING SYSTEM av FRIEZE BOARD e • OV31/23 ll • • • •• • • "'S.aJVes��"l d • 10• FOUNDATION WALL a I i�l`lk INSECT SCREEN(WRAP UNDER)STAPLED TO BLOCKING 1} a ' 2 x 4 BLOCKING®16"O.G e e • e 11, • • (SPRAY PAINT BOTTOM EDGE FLAT BLACK) - �, v8332 � TYPICAL EAVE VENT DETAIL F N O oN�AR�M D SCALE NONE PORCH ............. SECTION THROUGH FRONT PORCH $���� ADWG No. SCALE:t 1/2•-ro• A21 DETAILS Posner 240026 12 r� 8 I6" 0 0 12 - - 2 x 5 RAFTERS® W'O.G. 6 I6" 5/4"EXT.PLYWOOD ROOF SHEATHING v GRACE(H16H TEMP) "ICE d WATER SHIELD HT" � z UNDERLAYMENT(COVER ENTIRE ROOF) - - -STAINLESS STEEL TWO PIPE CLAMP-ON SNOW RAIL SYSTEM � STANDING SEAM.040 ALUMINUM ROOF O V`1/MECHANICAL DOUBLE LOCK SEAMS 0 \ HURRICANE ANCHOR®EACH RAFTER 0 • i ROOF CONSTRUCTION (SIMPSON M H2.SA) � (SEE ALL SECTION) STAINLESS \� - N „ W I x 6"BORAL"FASCIA ON O SNOWRAIL SYSTEM O PIPE CLAMP O v TOP PLATE®DORMER /e,4 2 x SUB-FA50IA I x RAFTER TAIL �x T 4 6 V-GROOVE- --- BORAL BOARD CEILING �.1 /4 "B.E.ALUMINUM HALF-R I x"BORAL"OUND GUTTER TRIM DRIP EDGE - - --- - -- i WIND.HD. CONT.SCREENED VENT-- -- 6"B.E.ALUMINUM HALF ROUND&UTTER 00 DRIP EDGE oo m I x Tab V-GROOVE"BORAL"SOFFIT 5/4 x IO "BORAL"FRIEZE I x 8^BORAL FASCIA ON 2 x SUB-FASCIA t• 2 x "BORAL'FRIEZE OVER I x FURRING B.E.ALUM.DRIP GAP FLA5HEN6 I x T 6 G V-GROOVE"BORAL"BOARD CEILING EAVE DETAIL __ __ -- KNOOW (5) I I ,/0 x 11 HEADER -'- I 18,X 40 "MOUL.DINSP • W/(I)5/8 x II I/2 STEEL PLATE 0 1 IOw+/L 1 x"BORAL"SOFFIT- - - -- — I 1 5/4 x&'BORAL"FRIEZE OVER I x FURRING OVER I x FURRING I/2"EXTERIOR PLYWOOD SHEATHING 12 16" STAINLESS STEEL TWO PIPE CLAMP-ON O SNOW RAIL SYSTEM + - 5/4 "BORAL" FINISH W/I x 5 FURRING ON -- ROOF CONSTRUCTION 0 -- (SEE WALL SECTION) POST WRAP OVER 1/2" EXTERIOR PLYWOOD ""OVER DRIP EDGE POST PLAN 4"x 4"x 1/4"STEEL TUBE 8° RqF 6"BE.ALUMINUM HALF-ROUND GUTTER �0 �R T,q�L ••BOTTOM 24"w.PLYHOOD SECTION SHALL BE W 2 x 6 GEILIN6 JOIST PRESSURE TREATED � I x 5'80RAL"FASCIA ON IPE TOP RAILING v (5)2 x 6 HEADER 2 xSUB-FASCIA I I - (OMIT TOP PLATES --I x T46 V-GROOVE"BORAL"SOFFIT 0 0 HEADER ( I -- 5 °BO/4 RAL°FRIEZE • ----- 0 B.E.ALUM.DRIP GAP FLASHING • O N SPECTRUM GABLE RAILING SYSTEM BY Gt a I I "ATLANTIS RAIL"SYSTEM OR EUAL WINDOW I I/2"BLUESTONE FLOOR J_, MAX SPACING • �� VV 5/4 9GABLE5 THK.CEMENT MORTAR BED I EAVE DETAIL - m • -- LINE OF 4"x 4"x 1/4"STEEL TUBE i 4"THICK CONCRETE SLAB(Fc=4000 PSI) I .. W W/6 x 6 W2.1 x W2.1 W.W.F. (BOLTED TO TOP OF FOUNDATION ALL) � � �� 60-MIL SINGLE-PLY EPOM W.P.MEMBRANE I • I a � FIRST FLOOR I 12 Go (SUBFLOOR) zCON e 1 2 _ ITCH FLR. 181 22" Q o. TOP SLAB(PITCH) _ _ sb_ g • • • OVERLAP WATERPROOF MEMB E � -d r a • AT TOP OF FOUNDATION BOTTOM SLAB(LEVEL) - "' - •� • d e e - dl I d. 4"THICK,4000 PSI CONCRETE FLOOR-- •Ile I• • SLAB W/NO.5 REBAR MAT® 12' O.G. I( • • BOTH WAYS I I I •° d ___— STONE VENEER W/H.D.G.T TOP PLATE®KNEEWALL --- STAINLESS STEEL TWO PIPE CLAMP-ON 2"I6&A.GALVANIZED COMPOSI rEII —— 0 SNOW RAIL SYSTEM STEEL DECK II ° I • EXTEND WATERPROO N6 TO • a e -- O STEEL BEAM BEYOND — id I d• • TOP OF FOUNDATIO FINISH&RAVE In (SLOPE AWAY F M HOUSE) E D AR ROOF CONSTRUCTION 4,0P0 PSI POURED CONCRETE FOUNDATION WALL I I e • d , A (SEE WLL SECTION) d1 I I • /// / �,A�� F �. (SEE FOUNDATION PLANS a DETAILS) F. `J DRIP EDGE ISOLATION JOINT --- I IX .e 6"B.E.ALUMINUM HALF-ROUND&UTTER W/PM FILLER OR EQUAL 11 ° 9/06/22 4"CONCRETE(4000 PSI)SLAB- • •I,Iol �• W/bxb W2.1 x W2.1 W.W.F. II- °&• � ��/ IONS: II 60-MIL POLYME ME W W 23 10/03/22 .. d ATERPROOFIN SYS FF-N-DRI i'S"I x 8"BORAL"FASCIA ON 4"COMPACTED GRAVEL BASE • •• 11/30/22 oo d BY TREMGO OR DUAL NO DOPIN �{ 2 x SUB-FASCIA TO TO TOP OF FOOT G) , 01/31/23 t x Tam V-GROOVE"BORAL"SOFFIT BASEMENT FLOOR __ d•�I •• /jam/��/ -IL 5"71 GROWN MOULDING _ j� .• • d ° \\ \// (I 1/&"x 4 5/W) _ Z e•ow�o • I I - #4 BAR DOWEL 0 24 0. TI • TO FOOTING B 2 x 12" ORAL"FRIEZE O O O d I�• 9 •d -- BEVEL SHEAR KEY 1 332 --- BOARD-N-BATTEN SIDING TOP OF FOOTING 11 • BY JAMES HARDIE - -- -- .• 1'•. POURED CONCRETE FOOTI (40 10-MIL.POLYETHYLENE V.B.- d • I , e • • •• • \ W/(4)04 BARS,CONTINUOUS ORIGMALARCHTMM, VE DETAIL VERANDA SECTION SET ON SOLID,UNDISTURBED SEAL IN RED INK 4"VIA.PERFORATED PVG • ••.I1 • •4dDWG No. P�_E SCALE:11/2'-1'0" (INTERIOR)FOOTING DRAIN a k _ _ _ • " VV/FILTER FABRIC WRAP • &. „ & � s--- �� - 4 VIA.PERFORATED PVC,FOOTING DRAINA22 • . •d .• � � W/FILTER FABRIC WRAP • d • DETAILS Posner 2,40OZ6 Im O 3 v 2 x 8 RAFTERS® 16"O.0 Z 5/4"EXT.PLYWOOD ROOF SHEATHINGS p 12 12 GRACE(HIGH TEMP)"ICE a WATER SHIELD HT" • 6 UNDERLAYMENT(COVER ENTIRE ROOF) e w 6 F+� STANDING SEAM.040 ALUMINUM ROOF v W/MECHANICAL DOUBLE LOCK SEAMS ►� I2" 12° - STAINLESS STEEL TWO PIPE CLAMP-ON - STAINLESS STEEL TWO PIPE CLAMP-ON SNOW RAIL SYSTEM SNOW RAIL SYSTEM Q Q - HURRICANE ANCHOR®EACH RAFTER (SIMPSON M H2.5A) -ROOF CONSTRUCTION - `- - - EXTEND PLYWOOD TO TOP PLATE SECTION)WALL SEGTIO 2 x 6 CEILING® I6"O.G. A, DRIP EDGE W DRIP EDGE TOP PLATE 6"B.E.ALUMINUM HALF-ROUND GUTTER 6"B.E.ALUMINUM HALF ROUND GUTTER �� 00< ��x4 x4 rn \ \ v/ I x 8"MORAL"FASCIA ON I x T a G V-GROO E BOMA&BOARD CEILING- —I x 8"MORAL"FASCIA ON 2 x SUB-FASCIA 2 x SUB-FASCIA I x T4 V-GROOVE"MORAL°SOFFIT "BORAL - —I x S T a 6 V-GROOVE "BORAL"BOARD CEILING I x"MORAL"TRIM --IL 5-71 CROWN MOULDING --IL 5'71 GROWN MOULDING (1 1/6"x 4 5/8") VENT WAGE(SEE DETA L D/A2I) (1 1/5"x 4 5/5") 5/4 x 12 "MORAL"F IEZE 5/4"MORAL"FRIEZE OVER I x FURRING --- 2 x I2"BORAL"FRIEZE OVER I x FURRING I/2"EXTERIOR PLY OD SHEATHING W ALIGN /ENTRANCE DOOR HEAD CASING �} WINDOW HEAD R.D. 5/4 x 4"MORAL' GASIN& (5)2 x 10 HEADER 10 - I x"BORAL"SOFFIT —— B.E.ALUM.DRIP GAP FLASHING cl i + Vj v 6 5/4 MORAL W/I x 5 FURRING ON fA -- - __ "HYDROGAP"WRAP OVER O 0 O 0 6 1/2" EXTERIOR PLYWOOD•"OVER W 6 x 6 P.T.POST(DETAIL: B/A21) 0 N EAVE DETAIL -SCALE:1 1/2'-1'V POST PLAN CONNECT HEADER TO 6 x 6 P.T.POST rV HD.&. O POST GAP 0 AGE6 BY'SIMPSOW00 N o ••BOTTOM 24•m.PLYWOOD SECTION SHALL BE N PRESSURE TREATED v, 1 1/2"BLUESTONE F OOR— - - I I 00 12 3 W/5/4"THK.GEME MORTAR BED o Xti E 4 THICK,(Fc-400 PSI)GONG SLAB Y`l/NO.4 .EBAR o 0"O.G.BOTH WAYS I LINE OF 6 x 6 P.T.POST I - - 01 ROOF CONSTRUCTION •'"'' 0 ~3 (SEE WALL SECTION) I I — SIMF'�.�ON wABUbb POST BASE ANCHOR DRIP EDGE ® 6 x 6 P.T.POST(DETAIL, B/A21) I I 6•BE.ALUMINUM HALF-ROUND&UTTER FIRST FLOOR I 1 SUBFLOOR ; �0 PITCH FLPI -------- --I x&'BORAL"FASCIA ON 2 x SUB-FASCIA STONE VENEER 00< • • •d ' •• I• FINISH GRADE - - I x'MORAL"SOFFIT ;• •� -•-��, (SLOPE AWAY FROM HOUSE) ----- ---- ---HARDIE-PLANK SIDING • RE-BAR „ i \� \\\\\ (EXTEND INTO SLAB)L®24 o - --I/2'EXT.PLYWOOD SHEATHIN& / / / / HYDRO& HK1 �I d •• //// BY BENDAMIN 60 COMPACTED GRAVEL- - I I R •. / DATE: • I f • ' \j\\j\ ARC 9/06/22 "TYPAR LANDSCAPE FABRIC e COMPACTED EARTH FILL • • • FOUNDATION LL r• 111 �/� SIONS: CEAVE DETAIL I) 5� tii 01/23 10/03/22 SCALE:11/2•-IV ll d•. 11/30/22 11 �� OV31/23 Il• . aI ° • - _ ' •d � � • i �y m • SECTION THROUGH MUD RM PORCH s� 18 j �� WG No.. A SCALE:1 1/l'•1'-0' °ENO A23-- DETAILS Posner 240026 Im O Imo" ►y r- ROOF CON5TRUCTION 3 SEE WALL SECTION v z - 12 U 2x5 2xb I x 8"BORAL"FASCIA 22" O a ON2x6 SUB FASCIA MN W -I x Ta G V--GROOVE I x T d 6 V-GROOVE -1 "BORAL"BOARD SOFFIT "BORAL"BOARD SOFFIT -- IL 511 GROWN MOULDING n/ 5/4 x 5"BORAL"FRIEZE — -5/4 x 8"BORAL"FRIEZE (ON I x 3"BORAL"FURRING) W (ON I x 3"BORAL"FURRINGHi u ) — -1 -- --— BOARD-N-BATTEN"GRID PATTERN" 51DING BY JAMES HARDIE Q -- -— STAINLESS STEEL TWO PIPE CLAMP-ON BOARD-N-BATTEN"&RID PATTERN' tV Q SNOW RAIL SYSTEM SIDING BY JAMES HARDIE -- 1/2"EXT.PLYWOOD WALL SHEATHING, x — HYDROGAP HOVSEWRAP rl BY"BENJAMIN OBDYKE" ROOF CONSTRUCTION (SEE WALL 5EGTION) MATCH DRIP EDGE POST WIDTH �� b•B.E.ALUMINUM HALF-ROUND GUTTER WINDOW HEAD R.O. I x 8"BORAL"FA5GIA ON 0 2 x SUB-FASCIA --— 1 x TdG V-GROOVE"BORAL•SOFFIT - IL 5-11 GROWN MOULDING POST PLAN � (1 I/8•x 4 3/8") 2 x 12"BORAL"FRIEZE" RAKE DETAIL \V \V 2 x 4"BORAL* CASING," .� B.E.ALUM.DRIP GAP FLASHING, C SCALE:i 1/P-ry WINDOW EAVE DETAIL "NOTE FRIEZE SHALL BE 5/4 x 12 i CA51N&5/4 x 4 AT REAR ELEVATION V) --------- -- -BOARD-N-BATTEN SIDING BY a0 O JAMES HARDIE O ---- -----BE ALUMINUM FLA51­1ING �4 a N --2 x b LEDGER BOARD 40 00 o S LAG BOLT TO WALL STUDS 00 AT EACH RAFTER 45')BRACING 12 0 12 W w 12 nn I j] Z O0 o STANDING SEAM.040 ALUMINUM ROOF 1:2 '5 W/MECHANICAL DOUBLE LOCK SEAMS [it --GRACE(HIGH TEMP)'ICE a WATER SHIELD HT" UNDERLAYMENT(COVER ENTIRE ROOF) Z a ti a 3/4"EXT.PLYWOOD ROOF SHEATHING ALIGN W/RAKEi X o ti a ►cn � $ 2 x 6 RAFTERS A 16"O.G. STAINLESS STEEL TWO PIPE CLAMP-ON SNOW RAIL SYSTEM BE.ALUMINUM DRIP EDGE - ROOF CONSTRUCTION (SEE WALL SECTION) 2 x 6 CEILING J015T®16"O.G. A I x b"BORAL"FASCIA ON DRIP EDGE ROOF CONSTRUCTION �li< SEE WALL SECTION 2 x SUB-FASCIA b'BE.ALUMINUM HALF- GUTTER Wl I x Ti6 V-6ROOVE "BORAL"BOARD SOFFIT " i x b'BORAL"FASCIA 2 x 6 bitWINDOW HEAD R.O. 2 x SUB-FASCIA I x 8"BORAL"FASCIA • I x TtG V "B ORA L" IT Ll ON 2 x 6 SUBFASCIA -- "BORAL"BRACE(450) Q --IL 311 CR N MOULDING x 3/8") DATE: I x Ti G V-GROOVE 5/4 x 6"BORAL'CASING NE f• - LI OF BEYOND 9/OG/22 "BORAL"BOARD SOFFIT - G A 2 x" RAL"FRIEZE F � �/� REVISIONS: ----- - -- "BORAL"BRACKET(TOP i BACK) 03/01/23 10/03/2, 11/30/2, 36" BE. .DRIP GAP �J / O1/31/2: BOARD-N-BATTEN 51DIN6 BY JAMES HARDIE Bsc,�►LE:1 yr-ro• ._�;1 -- --- - - -- - - GARAGE DOOR V RAKE DETAIL NKCTS E j 18 3 3�Q�•' SCALE:1 1/1"-i'.o' S DWG No. 1 1/Y-1'-0• .•� T O A24-- DETAILS Posner 240026 GENERAL NOTES P� ,v 1.ALL ELECTRICAL WORK SHALL BE DONE W STRICT ACCORDANCE 0 WITH LOCAL AND NATIONAL FIRE UNDERWRITER CODES AND TIME STORAG ITY LOCAL UTIL COMPANY. 2 ELECTRICAL CONTRACTOR SHALL PROVIDE 400 AMP SERVICE. v O 3 PROVIDE ELECTRICAL POWER PACKAOE AS REQUIRED FOR HOUSE -_ E O 8 TO BE SOLAR READY. 4.ELECTRICAL CONTRACTIOR SHALL BE RESPONSIBLE TO REVIEW AND CONFIRM ELECTRICAL LAYOUT WITH OWNER PRIOR TO START 0 I I I( OF WORK REVISE FIXTURE LOCATIONS IF REQUIRED,AS DIRECTED 0 O I I O I I O BY OWNER. 14 I I I I 5.A MINIMUM OF 90 PERCENT OF LAMPS IN PERMANENTLY INSTALLED I I I I LIGHT N0 FIXTURES ARE HIOH EFFICACY LAMPS PER 404.1 OF v I I I I NYSTRETCH ENERGY CODE-2020 MINIMUM EFFICACY FOR LAMPS IS I I I I 65 LUMEN PER WATT OR TOTAL ADD TO NOTE 12 LUMINAIRES I I I I EFFICACY OF AT LEAST 45 LUMEN PER WATT R404.1. (�I I I I( 6.RECESS LIGHTING FIXTURES SHALL BE SUPPLIED AND INSTALLED II II BY ELECTRICAL CONTRACTOR FDCTURE SHALL BE BY•L JOHTOLIEW r ,® I I I I OR EQUAL AS APPROVED BY OWNER ELECTRICAL CONTRACTOR V O I I © I I O SMALL BE RESPONSIBLE TO REVIEW LAMP OPTIONS WITH OWNER PRIOR TO INSTALLATION.OWNER SHALL SELECT ALZAK 61.TRIM I I I I FINISHES. ARCS CRAFTS 4tUDIO 7.DECORATIVE LIGHT FIXTURES,SURFACE MOUNTED AND HANpINO A, FLXTURFS SHALL BE SELECTED AND SUPPLIED BY OWNER FIXTURES [I J I I I I SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR AS PER VV// I I I I MANUFACTURERS SPECIFICATION. I I I I 8.SWITCHES 61.RECEPTACLES SHAM BE DECORA PLUS OR I I I I APPROVED EQUAL REVIEW WITH OWNER ON THE TYPE AND O I I O I I I LOCATION OF ANY SPECIALTY SWITCHES,E.O.-DIMMERS.OWNER I I I I O SHALLSEL.ECTSWTTCH AND RECEPTACLE PLATE COVER COLORS. _ ———— 9.PROVIDE OFIC RECEPTACLES IN WET OR DAMP AREAS,SUCH AS BATHROOMS. --- - —-- ———— 10.PROVIDE DIMMER SWITCHES(REVIEW TYPE)AS REQUIRED By ---- OWNER I I OWNER'S RELEPH ME AN CATV JACKS THROUGHOUT,AS PER ———— O ——— 12 PROVIDE HARD-WIRED SMOKE AND CARBON MONOXIDE AIARMS _ —————— — WITH A BATTERY BACK-UP WHERE SHOWN ON PLANS AND AS REQUIRED BY CODE.ALL ALARMS SHALL BE INTERCONNECTED BED RM#6 _-- _ SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ———— THE ALARMS SIMULTANEOUSLY.ALARMS SHALL BE CODE APPROVED AND UL LISTED.PROVIDE A HEAT SENSOR IN THE UTILITY ROOM OR © ADJACENT TO THE HEAT NO EQUIPMENT IN THE BASEMENT AND ^, cd WIRED TO A CENTRALALARM SYSTEM.REVIEW WITH OWNER by 0 WHETHER FIRE ALARM SYSTEM WILL BE CONNECTED TO A PRIVATE OO e O O O O O SECURITY SERVICE OR THE LOCAL FIRE DEPARTMENT. W 5 5 LEGENDrb —� -�— RECREATION RM I I Symbol 0 0 -- y „m 1 Facture Type � 0 — ( EXISTIN&LW r PIXTVRE 0 N O O O o P4 OO O O O O REGES3E O 00"41-16"r(SLOPE GEILI%&AVAPTIDIV N O FITNESS RM REGPD t70Y�i.leFlT(rrALL r a s< ——————————————————— _---- -- - 4 REGES�O7DOYMLteFIT(LOWVOLTAeFlJ � o. ——————————————————— ----- •�' r � W W' I I I GF I S ReGe��cowa.leNT fl.eFIS GovER) o O O I O I I I I 0 ® O 0 W Ln WZCESeCP POVW-few aft"AeLe Flom reT LOu►Thow) GFI O c++ArmeLleQ i teENDAtVT us.rr � � iIG � • . � O SURFlAGE MGUN'ttD Ge1LIFq LlelfT O ze p 31JRPAGE►.�r1Al.L SCOrICE o � a ® ~� x H to urtuTY ueWr C/) 0 8 MECHANICAL RM STORAGE RM `°a e II GARRIA6!LAFntt�Fl(r1ALL IMOUFfT On.)•eLOGIc) O •PROVIDE UTILITY LICPHTINS AND OUTLETS AS REI�UIREl7�NEEDED O O O IZ GARRIA4e LAt�TfleN(POST OR PIN!MIOU117eD) OI$ r1ALL REGeSS STD LIeFff SPOT LISW(OVTPOO1V "ALOdMIN LAMP ` • A ADJ)STA KZ RMBSSW FlI L t"+aTORlav U�fM LIPT M flo"C"SENSOR Dove STWIP LIOW uHvcm CoADI eT ueNT FlL PI ,�R ..,o►"IATT C�p PIXTURe 6aM" MIAII CAo 0 NS:1 0/03/22 11/30/22 LT .>> 01/31/23 - $ 4 ELECTRICAL FIXTURE LAYOUT a ; Tw. ,,,_ N�LIS SCALE 1/4'-li'-0" 11ASEMENT FlAOR ® MMM 2 o GEILIFI�F�OYPfT'ED � � --- ® o� • CONSULT WITH OWNER AND/OR INTERIOR DESIGNER FOR SWITCH LOCATIONS AND LAYOUT sM IN RM WK FLAT lSEMICK • ALL ELECTRICAL OUTLETS SHALL BE SET WITHIN THE WALL BASEBOARD EXCEPT FOR COUNTER F1 " nw m A , DWG No. HEIGHT AND SERVICE OUTLETS.OUTLETS AT THE BASEMENT LEVEL SHALL BE SET WITH A EY04A SIr PAN As 8011409*� MINIMUM HEIGHT OF 16"A.F.F.TO BOTTOM OF THE BOX. ID %'Wr TO EXTERIOR rV IVWrAL vLGT E01 • THE G.C.AND ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO MEET WITH THE OWNERS ON 0 9U`T""VZMCLe`MASWEI` ELECTRICAL SITE TO CONFIRM HE LOCATION AND NUMBER OF FIXTURE PRIOR TO START OF ELECTRICAL THEWORIt. DO NOT SCALE PRINTS Posner 240026 GENERAL NOTES � 1.ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE 0 RIF -------- WITH LOCAL AND NATIONAL FIRE UNDERWRITER CODES AND THE I I I I LOCAL URLITY COMPANY. 3 2.ELECTRICAL CONTRACTOR SHALL PROVIDE 400 AMP SERVICE. ►'Q]� 1D 10 I I 3.PROVIDE ELECTRICAL POWER PACKAOE AS REQUIRED FOR HOUSE TO BE SOLAR READY. 4.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW AND CONFIRM ELECTRICAL LAYOUT WITH OWNER PRIOR TO START 0 I I -PROVIDE POWER FOR I I BOF Y WORK REVISE FIXTURE LOCATIONS IF REQUIRED,AS DIRECTED 0 GAS FIREPLACE n n n n f1 I ( 5.A MINIMUM OF 90 PERCENT OF LAMPS IN PERMANENTLY INSTALLED I I I I I I I I I I I UGHTINO FIXTURES ARE HIOH EFFICACY LAMPS PER 404.1 OF I I I I I I NYSTRETCH ENERGY CODE-2020 MINIMUM EFFICACY FOR LAMPS IS VE DA I I 65 LUMEN PER WATT OR TOTAL ADD TO NOTE 12 LUMINAIRES I I r_�I I I IrI �I I I I EFFICACY OF AT LEAST 45 LUMEN PER WATT-R404.1. � {•4 I I •PROV ID OWER FOR!I I GELLING�yeR HIJ�T�I�S I I I I I 6.RECESS UGH71NO FIXTURES SHALL BE SUPPLIED AND INSTALLED L L J I I L J BY ELECTRICAL CONTRACTOR FIXTURE SHALL BE BY wUGHTOUEW OR EQUAL AS APPROVED BY OWNER ELECTRICAL CONTRACTOR —— ——— —— I,_O—I I —— 0 I SHALL BE RESPONSIBLE TO REVIEW LAMP OPTIONS WITH OWNER wISHa TNSTAl1AT10N.OWNER SHALL SELECT At.wc&TRIM I I I I I I III I I ( I I 7.DECORATIVE LIGHT FIXTURES,SURFACE MOUNTED AND HMOD40 L_J I I I I I L L—J I I I I FIXTURES SHALL BE SELECTED AND SUPPLIED BY OWNER.FIXTURES v I I I I I I I SHALL BE TNSTAII FD BY THE ELECTRICAL CONTRACTOR AS PER I I I I I I I I I I I I MANUFACTURERS SPECIFICATION. U Li LJ U Li I I 8.SWITCHES&RECEPTACLES SHALL BE DECORA PLUS OR SEE PLANS PREPARED APPROVED EQUAL REVIEW WITH OWNER ON THE TYPE AND I I I I BY KITCHEN DESIGNER TO LOCATION OF ANY SPECIALTY SWITCHES,E.O.-DIMMERS.OWNERDETERM 4 I I I INE NUMBER; R�IREr�EN�S SHALL SELECT SWITCH AND RECEPTACLE PLATE COVER COLORS.I wP FOR APPLIANCES,ETC- 9.PROVIDE OFIC RECEPTACLES IN WET OR DAMP AREAS,SUCH AS --_-- an 1 BATHROOMS. l0.PROVIDE DIMMER SWITCHES(REVIEW TYPE)AS,REQUIRED BY WP I I OWNER O O O O I I 6 \ I I 11.�ER'S TELEPHONEREQUIREMENTS. CAN JACKS TTIROUGHOUT.AS PER I I O 12.PROVIDE HARDWIRED SMOKE AND CARBON MONOXIDE ALARMS BATH#5 WLTT-I A BATTERY BACK-UP WHERE SHOWN ON PLANS AND AS REQUIRED BY CODE.ALL ALARMS SHALL BE WTERCONNECTED SUCH THAT TE ALL ;w4 l Im� E 1 THE ALARLiTHIMULLTANE ACTUATION OF OALARMS SHAM E NE ALARM WILL DE APPROVED PROVIDE UNDER GAB. by - - LI6HT1N6 THROUGHOUT iQ�01 AND UL LISTED.PROVIDE A HEAT SENSOR IN THE V7TI.rTY ROOM OR V ADJACENT TO THE HEATTNO EQUIPMENT IN THE BASEMENT AND cd IO WIRED TO A CENTRAL ALARM SYSTEM.RE E'W WITH OWNER 0 IO O O O WHETHER FIRE ALARM SYSTEM WILL BE CONNECTED TO A PRIVATE ,�/ SECURITY SERVICE OR THE LOCAL FIRE DEPARTMENT. {•4 ® KITCHEN 0 'O FAMILY RM LEGEND 0 Q OFFICE Symbol Fixture Type 0 0 04 0 PQ [Fb I 0 exISTINS LIOMT FIXTURE - I $4 N v0r*4uoNr a O O O I I O O O I I O o O DCW*4L10!#r�aeILINS AVA/rO J o e00 II —J O REGE•.l3eD vorw.ImllT MALL w�e,a, c� a _ 4 1lZGE'3�0"'OLIOW&0"1 VOLTAdU ^"pp a. -- � O RL'G!°99EA p0YML10MT(L.EW GONER) � � �� c F+-1 vl O I I I I ®e ( I O Recesxn vor a.IeNT ft"ADLe Pon re'r LOiGATW N9) 7 O O O 6F1 -- O O IO I I O C44AM Q1E i PE PANT LIST �'• °� � --- I I � �,,�►•IcuNTeD GC'ILINO LIOMT w � 6F1 O O I I z z o e I 5 q SAGE rlouNrED NA"OGONCR _�o e X� B O I ® 10 unuT,r LIOMr O Lr? 6F1 � cca� � LIVING/DINING RM I II GARRIA C LAxr>aa1 Crwu_r�ouNr oN.}Oioc.V .—, o g a 0 I FOYERI II IZ cARRIAOe LANTEM(POST OR rER M+ouNTe 1N _� OO O O I F 13 ►YALL R 5CA!"STEP LIONr WUTDOOIV 0 OO 1.{ SP'C r LIOW(OVTD00ffJ 6 H NALOOM LAMP -- A AD.J/STADLe ROCCU ED F1 - II 6FI �OHD 6FI L aloTO ZW GHA►M-OR Ll" II O O O M r+oTION ses+aore I I G i z cove STRIP Llo�►r bL— Da ------- 0-- GARAGE uow •PROVIDE POYSR FOR HEATER Uoar 101xTaJRe �ou rD I----------------, 4-49F KArr LAMM ,f14 9/06/22 I I $4 AI, 1t15V2Pr,4 d3/0 3 3 10/03/2 $1 11/30/2 EVG EVG 1=VG 01/31/2 0 OI•L'RA ; ELECTRICAL FIXTURE LAYOUT SCALE:1/4'-1'-0' FIRST MOOR HARD RED 1'V DA N /?SA�)•. • CONSULT WITH OWNER AND/OR INTERIOR DESIGNER FOR SWITCH LOCATIONS AND LAYOUT 0 GCILINO 1 TCD, ,RCHrM� �u w RM n4K • ALL ELECTRICAL OUTLETS SHALL BE SET WITHIN THE WALL BASEBOARD EXCEPT FOR ID �rewsc eArreRr eACla,r LTsr DWG No. COUNTER HEIGHT AND SERVICE OUTLETS.OUTLETS AT THE BASEMENT LEVEL SHALL BE SET 'N"9WW M .WPWA,s GOWL1 WITH A HEIGHT OF 16"A.F.F.TO BOTTOM OF THE BOX. ID I E>04^MT r>�TO BAN�� MAX, E02 exTeRIOR SAL vuc • THE G.C.AND ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO MEET WITH THE OWNERS ON ED RuIrlmsa ELECTRICAL SITE TO CONFIRM THE LOCATION AND NUMBER OF FIXTURE PRIOR TO START OF ELECTRICAL WORK. DO NOT SCALE PRINTS Posner 240026 x..FO A LI,a1V �xOO T� aLl� p �T T/�/� �J C' j3O l`7 1 " + aU O q /4+" L t.l • ��11 Lr 'Wtpp'Ud U420»gsvas�uo�Aquo�ixt&mkuy u'miir atumnaop �mq� �o •�1d u� io hoyr n� •uoWnpo,dw� ao �m lvy up-f i. Auadwd otp emuW ilk P� "mg 34113hd ' w �jd — po& w• Qhr—ac N N N N M N N N M O •\- T Z080I AN-3113HOON MgN• 6W X09 asodo.z �' d 21dflMN 8IMN � maitgiw '3 tgiisnf ° 2 7zw� iy G�0OW ('�7 Up w OOv� i'�l�� Asalz^� Gwp a"'wo4 v; G t: v � C4-5 �v� G cn 0 p C O d a n TO � -i r--+ W Ow a �Ocn S zx �W �%' � H � � u oc o � t1 U � � L Y �g w z wSS..� F �� � � v� � � v'dCLSy� ��,,.1 � � � � � �p V U � ., �j p � - cps ou •-i� v; � v=o�� f�GW a4 zc�Wi,�W j WF w W au r L 0 � � 0 ° ° Z Z rJ lu <� H = J c z C���-,w °' C� zO►. � F-�ywcr, v, w 2u1 c�Qc^ti.,,a�Z Z�.aY w� `' w ax �p°�W�aW -- L v � a xF ° ° ° � � u<� (% d5 C wzwg:4 w¢w¢c�r Ww� Uv 5 ,waQ'>-�� GOUa�W x� ,�^CW ccE t-Q��n w x u U U o� �' e� u u o _ s L X t o =- u=- u u z_ X w �1 Z �� a � zc c p�'aaZ� c � � Gv� vQW�~v w ��w Z>F� W .^.'� a Wacz �Gw�- Wx n� -� a� c� oc C O�5UWGQ c�Ov�iaa Gv, in�.C.iv aa.� ° O a0 ���w�v��Q�cwi 0 0 a 0 0 0 S( O z Q J i v ,t� �+ ►� o m® 0 L 1 ` �q11 d - T AA /� `1 O O..i zL 1 �y C� O }� TL I,� O 7 C tj /V L 'P�i19ltima u; so � rl Iuavw np idw so &o kuy Yly '; i( UjJN a R-f? �A- d d e up ao ww 11 'umlan ao vj Jo gjJt . 'Y1V `/��..�..1..N..1,,'.dA "Nm(io Auadoaa .tn uit�naaTyIA�QiF�rn �ans�y�+yf. {s�kfVm ,Ll r'^^ - NOP-gPo& PYt *dW-G �LRL16M�ifVI4 ✓VJ N N N N M N N N M O ([ \ / Q ../ Xdd KZ516 lal L80L'9LSW Z080I AN •3TI3H30'8 lk 3N- 6EfI XOH 2139 I W T M N pasodoad viv IUHINIW '3 NI.Lsnf ua 4 0 W .� w W G � w � a, � a � � � � ^'.r. 7 •— ¢ zz ¢ i�C�v"�2S d ¢OJ U � � ^rwz�Wyw¢ �O`a7w..,��� �wC k Z ,G�•��(O- a �' ^ Z c sz�o� w �- ¢v " w�G , 0 � F - !i 0 -. L, � � CIO co AL 7 L; CZ �i o� � �d � Q00 �pJ� w zpw z �' `- 2 Al 2 Clu �i +. �^ . PLO O w x za¢ It 7a� Ca d °- w c..y., Z a.x� Ova wU PC4 ., v��i �.w wW 5 w ��„ w p"'� J 'r�F w` O_5� Q J � u u JId u � C u ` W j 5 S stx, 10T ,, 1 .•� G. � � ^ w .a °' f% Gti ^ C0 O F^ ¢ �3 � v� � cn a. ..1 � ca a d?, o wZN w ��5 -¢�� v F- w Q?Juiacn� o,�o� �o�w� 4z j f-� € � - - u � - � - d u ., H - (5 � h--� U �, �g.� zvz� � �W � U a �°'.a�Ow Wz � � Z u� 7 UOE- Ww wuow ¢ wz ff--. G,.�a 'fix C¢ �� w [—"'^�rv:U w z a� w�"F'C� G J A o o n 8 8 lu S � _ p� - 3 O = _ u r r, Z w V PL ,� 4.. U u'" `� r��j`�rz s O w W IU `� W W lu o ? i n < g� 4 ° � .a .way wg � w �S .J�.2.wJ Cn w ¢GQ F-p Ln w.w� .a S ^Z:U�+ u. a� o� o� < �S 0 x_ fix_ s_ u n�Orjw CC� C wzGzaC ,.� Uww�G-- �a�c�.� CF- C O O��UwGz�w� LL.a ��vwi ^ r O O O O O O O O O O O O O O O= Q J i V a �� ��� m®ci 7 > r 0 3 z w 0 0 ^A' W 4-vTR 4•vTR 4' 4"VTR ROOF rn v 4.501E 1014ASTE 4•SOIL M W 4•SOIL WASTEWSTE 4'SOIL WASTE 4* STACK STALK STALK 4•YEW 4'VENT 4•VENT 4'VENT PRIMARY BATH I BATH#2 ( LAUNDRY I BATH 3 I BATH#4 cd 1P4 1� I I --1 IF�- T 41 IIn� ln• I In, 1 1/2• ln• I 1/2-- In• '"� 5 1ln I I-I I �SINKINASI � In• ln• � 1In� 1ln� In. 1/2. R ' r I LAV. LAY. OIL. TOI LAV. � TOI LAV. TOI LAV. R TUB 7 I ONE R I I oWER I TMSECOND FLOOR 0 0 0 � G4 � N 4 2 2 2• 2 4 2 F 4 F+i I 1! 4"SOIL WASTE p I STACK I a 4 W O SOIL ASTE 4- 00 STACK y 4"VENT $6 BUTLER I KITCHEN I BATH#5 4•SOIL WASTE I POWDER RM. I N STACK y I In-` 4•V�rT - L I ln• 1-4 z � x M o Il �", d o` s Iln � n' I I In•-I I II 12 F I In � I� I n'J i In 1/ W 1 In' 1 w ro�izSINK TOIL. LAV. TOIL. LAV. LAV. z FIRST F LOOR ,x ti 2. 2- 4 2 2 4 Y i--� d I I 4-SOIL WAS 4'FAI. STACK I 4•VENT I - 4"VENT 4* L I I I 5NAGK BAR rI In' BATH NOI I I I In• I�'2` � I G.O IlAV. TOIL. � I I SHowER BASENM FLOOR 2- 2- - --- _ G.0 A DA _ _ 4•HOUSE DRAlN -----� �E D TE: PLUMBING RISER DLA�L G REVISIONS: 4°HOUSE TRAP NEW 5TR 3 TO L TE ��rv"4�' A� VI/23 10/03/22 v NO SCALE ��(/ ` 11/30/22 O V31/23 1. ALL DROPS AND UNDER SLAB LINES SHALL BE CAST IRON 2. THE BALANCE OF PIPING SHALL BE PVC -` >- 3. HOT AND COLD WATER LINES SHALL BE INSULATED ' o mamcamcm -L MMINK WG No. Pol PLMBG.RSR.DIAG Posner 240026 VILLAGE OF RYE BROOK—TOWN OF RYE 1 SECTION 135.50 Tax �ot � 103.00' � _ --- -- N 82'33 30 W �14__j oncrete Block Wall Railroad Tle V 1 n y I00 00 S-2.9' S-2.9' Fence N-4.4' o I0� 0 W-7.9' N-6.1' 5UY•F5 2024 E-0. 000 Tax VILLAGE OF RYE BF Tax I � BUILDING DEPARTtV, i Lot l Lot o L84.2 J L_29 J I Plastic o e Cap o Lot 1 IAS-BUILT , ��j -DOGUIVIFINIT o Tax IPropane LO l l 2' Tank _ I L I o L4=L U Roofed T u o Flagstone ` Patio > 3 U_ Window a / Lot 1 d J �' 77 Well 9.3o3' a 10 $ 1 I 6 'Dm °N �; � 25.58' aO�i / Lot 10_ ®R a Plastic w-1.5' �8j : M �Nw Cap 2 Story Frame Flag. Row of a House 32 Porch ' ° � 26.3' Arborvitae m C Sill ® Door 8.50' 38.75' Elev=163.60 Steps W N w 16.1' G Sewer Flag, Porch 0 Drain Gas Cleanout 22.27' N Inlet 0 Meter Garage Floor G-162.72 M Elev 163.00 1-161.19 _ cV Trough Drains 0 0 j� O W L IZ o C cD W a 0 fP a o CP- 00 tCD 581.75, �Ir.0 Utility Electric Water O• Pole Meter Valve (Foreshorfened) R=250.00 ° c-�63A� cn ran Blacktop � ISI' Curb Stone Curb aC� "�f 1" >y , Bonwit Ro = � SURVEYED AS IN POSSESSION August 22, 2023 THE MUNSON COMPANY •� Brought To Oat& Nov 7, 2024 9 NORTH GOODWIN AVENUE Nr.s lI ense 5ops¢-2 THESE PREMISES BEING LOT 77 AS SHOWN ON E LM S F O R D, N.Y. :`. A MAP ENTITLED "SUBDIVISION MAP OF SECTION THREE, PINE RIDGE," FILED JUNE 26, 1958 AS 10523 COUNTY CLERK MAP No. 11525 Scale 1 "=30' 'Unauthorized alterations or additions to a survey map Is a violation UNDERGROUND PIPES, WIRES, STRUCTURES, of section 7209, sub—divlslon 2, of the New York State Education Low." 'Only copies of the original survey marked with the land surveyor's ETC., IF ANY ARE NOT SHOWN Inked or embossed seal shall be considered a true and valid copy." See J-4567.dwg J-4577