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HomeMy WebLinkAboutBP20-252PERMIT # SECTION TYPE OF WORK JOB LOCATION OWNER CONTRACTO T. COST CO # O Tco # FEE DATE- - �- - �-_,,...,�,,,-b FOOTING FOUNDATION INSPECTION RECORD '� ATE t'� �. \ FRAMING 2�,��� RGH FRAMING _ INSULATION __/ � �• �` PLUMBING [� - RGH PLUMBING/_- � ,ti ` GAs �j � -.ti L SPRINKLER ELECTRIC LOW -VOLT CI '- ALARM � �. As BUILT � _ FIr�aL w��ih ishe� baser -ten f '�� � AS-BUtLTJFINAt. SURVEY �' �� REQUIRED PRIOR TU ,QS FINAL INSFECTION � (�r����%�o� �`��?�q -1'YL� av' � Sa��Y-���`�° —C �(rC � V � /� aliD ��— L ��P� I1�3��a- �/� ��i � / OTHER APPROVALS AR6 BOT _�_ PB __ ZBA OTHER FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMEN'" OR j DWELLING UNIT THIS BUILDING MUST BE POSTED WIT1i ,\ PEitMAMENT CONSTRUCTiOPJ TYPE IDENTIFICATIOPd SIGN; �� PR►OR TO Tr'!c IS�UAPICE OF A C/0, AS REQUIitEt� RY NY STATE LAND. VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK NO: 22-170 1 1832 Certificate of ®ccup ucp This is to certify that SSG ,Do 4, Lc of, Ryc '6LC_ K ' NY having duly filed an application on 6�k)ber O?(Q 20 :;?) a requesting a Certificate of Occupancy for the premises known as, V OS / / /f)-6 , Rye Brook,NY, located in a �U 1� Zoning District and shown on the most current Tax Map as Section: Block: __L Lot: and having fully complied with the requirements of the Builddiinrg�Code and the Zoning Ordinance under Building Permit No U , issued )� '5 20 ��% 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: 9 Gn e" // Construction: for the following purposes: :�Lm /V du�)� d aSen �?f Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FINISHED 15 APPROVED FOR USE AS A 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 hei lit sh a made,nor sha the building be moved from one location to another until a permit to accomplish such change has a Idin Inspector. Building Inspector,Village of Rye Brook: Date: NOV 3 2�2� �y BR ^\ 1 t � 406 anniumaW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE November 3,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 11 Jasmine Lane,Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.55 Mechanical Permit#20-182 issued on 11/23/2020 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit,has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /to 'K s Q iG4v�� 406� af1.nIUI'1LJaW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook, N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE November 3,2022 SC Rye Brook Parmers LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 11 Jasmine Lane,Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.55 This document certifies that the work done under Mechanical Permit #22-074 issued on 5/13/2022 for the installation of a new gas furnace, a new condenser and related ductwork has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /to R 1E `_' Fl-, O V IE , F.= `. For office u oniv:13 BUILDIN F�,- r\ T PERMIT# O�a OCT 2 6 2022 VIL 'A tE OF RYE B����OK ISSUED: /- 3-�O 938 KING STRE ( YE BROOK,, YORK 10573 DATE: VILLAGE OF RYE BROOK 9L 6 go FEE: 4 ZC?10- PAIDfif 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 srssa►arsarrrr►sssrrrrrrsaasrsrarrsersaraasrraaaarsraarrrrsrrsarrarassaararrsrsrssgssararsprrssrsrrsrprssprrasarrrarsssar Address: I I Jf1SM(t-�it L► tvt( 1Z4It 9(z004- 1'�y 105T3 -bLN I -r 4- Occupancy/Use: IZk S Parcel ID#: ) Z 6 •25 - I - 1 ,5S Zone: 7 CID Owner: SC INk boDb(L PI�'r?TJ-UH LLC' —A d�ress: a ��(y� RrL l�SS7l� 3ZS . K 10 l�tf►•s`� PW P.E./R.A.or Contractor: ShI-A 126 Dt� kI.OP(11(!ti1( Addrress: dpla- bm N -3?5�1J14(ilf •per - Cj v W f'"aM 11 0Ou p Person in responsible charge: Lu(LLlAN IZI/C4( , Iy9jr-1-4f Ul.r11-s5 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: W I IL I AIM 2 I k N L- being duly swom,deposes and says that he/she resides at (Print Name of Applicant) (No.and Street) in 611 M f'062P in the County of rA 1 i-r(k LD in the State of C f ,that (City/Towry Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:S I LP Z , b3 D .op for the construction or alteration of ABC u tLb S I LAG- GA m 1 IA -pV1A I llj h W i .F'o I Sit 160 1'31A SAN Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this Z(4�- Swom to before me this Zb day ll of 0c- 120 ay o (�T , 20 Signature of Property Owner Signature of Applicant 1 �v�r�� t•.J��(,.�tt�hlEsS 6vII,LlL1r�l ��F�z_, Print Name of Property Owner " SARAH A ARNDT Print Name of Applicant Notary Public-State of New York NO.OIAR6435014 Qualified in Putnam County A Notary Public My Commission Expires Jun 21, 2026 ,may public 12_-1021 O Z� cu � BR BUILDING DEPARTMENT BUILDING INSPECTOR �ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : l t c ) A&V'-\k N�17 DATE: -L 1 2 PERMIT# 37 ZD Z s:-Z ISSUED: ►123 Z�ECT:I ZS-1 7S BLOCK: l LOT: �- LOCATION: N FL-w CA�-. r�f��j ��T— OCCUPANCY: Zt O ❑ VIOLATION NOTED THE WORK IS... ff 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 �j❑ OTHER �E BRC�v� o`` tim 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.or - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :_ �� ,�� ��.t V-- DATE: '5 �?00� PERMIT# L J �� ISSUED. T: L� BLOCK: , LOT: LOCATION: \ /1 OCCUPANCY: 2- 1 ❑ 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 �yE BR(��. • �9�2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ,,f ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK f ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.or¢ - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :- , , N � DATE: P� PERMIT# ( � ISSUED: _ECT: BLOCK: LOT: LOCATION: OCCUPANCY' ❑ VIOLATION NOTED THE WORK IS... [] 'ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION ` REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BR(��. 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: c AS yA I tip' l ,,V DATE: Z PERMIT# � !/✓ 2�S , ISSUED: SECT:1 v / 10T' BLOCK: LOT: L I LOCATION: rr'-W `.aL -i I L OCCUPANCY: 11'7 In ❑ 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 n h ' c►� NATURAL GAS L.P. GAS ❑ FUEL TANK FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHER q U 4li ,v 1 * v � * w ?, E. o Ln C) zu "' a H a �� v � •`� '� � L d w x 05 wx „ C7 a o wro� a w Q" �4 0 o 2 * 2 * 8 : * 4� E y ;� v c r- r. o O U * O U ♦ * N �. `" C a o b �yE 6Rcb" O� 2m cu � 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 Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - -- - - - - - - - - - - r �.• 3 li 2 a22 ADDRESS: DATE: PERMIT# ISSUED: , 1 SECT: BLOCK: ' LOT: I LOCATION: �` \ OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... /ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION i ` QED ❑ 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 cr 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 - - - - - - - - - - -- - - - - - - - - /-7 l'l I ADDRESS: l V' - DATE: I �- Z PERMIT* ISSUED: SECT: BLOCK: LOT: LOCATION:: L' 7--C► ( � OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... / ACCEPTED Cl REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED FOOTING FOOTING DiAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION � �, ❑ NATURAL GAS A u.� v� �`"',w V�- � ❑ L.P.GAS (75ti ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER � E BR(��• O Z� W � l7 + BUILDING DEPARTMENT BUILDING ING 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.Mbrook.org - - - - - - - - - - --- -r-- - -- NSPECTION REPORT -- -- - - -- - - - --- - - - --- - 7 ADDRESS: } �`,_.' vim( `Iv'��- DATE: PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: i '. ; 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 13R(�j,�. O tim 1982 BUILDING DEPARTMENT ❑B�UIL"DING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK / u CODE ENFORCEMENT OFFICER 938 KING STREET-RYE BROOK,NY 10573 (914)939-0668 FAx (914)939-5801 ww+:ryebrook.org -- - -----.---------___ j�SPECTION REPORT - - - - - - -- -- - ------ - -- . ADDRESS:- I '""�- --SATE. � S hE lZTPERMIT# ISSUED: T: ! ! BLOCK: LOT:-j f J LOCATION: 2' - - V 6`t ! �-s _OCCUPANCY: Z-� 0. ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTIONC^ ` REQUIRED ❑ FOOTING ❑ FOOTING•DRAINAGE �! ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION rr 1 ❑ NATURAL GAS ❑ L-P.GAs ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FI THER �E BR(Zj�, - - 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 - - - - - - -- - - - - -- --- - -- 1-2 ADDRESS: ` . \Q /_ �-L. DATE: ` �C) PERMIT# ISSUED:l `�`� SECT) BLOCK: ' LOT: ' LOCATION: �� �.�';�,s OCCUPANCY: -2 11 VIOLATION NOTED THE WORK IS... 0/ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION / REQUIRED ❑ FOOTING ' ❑ FOOTING DRAINAGE ❑ FOUNDATION f D'UNDERGROUND PLUMBING s, NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ ' FINAL _ ❑ .OTHER �yPC_DRC��. - - -c ° 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: q . `� 11 . - DATE: PERMIT# ISSUED: 1 ! �ECT: Z T, Z�BLOCK: LOT: � J� LOCATION: l 1G� 1 OCCUPANCY: V ❑ VIOLATION NOTED THE WORK IS... [�� ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION ! REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION 07 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING (►/Q �C�Q� ❑ ROUGH FRAMING ��11 ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAs ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ -CROSS CONNECTION ❑ FINAL ❑ OTHER �yE t3RC��. O� ym 982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR pZSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK 140❑CODE ENFORCEMENT OFFICER 938 KING STREET•RYE BROOk,NY 10573 (914)939-0668 FAx (914)939-5801 www Uebrookorg ---- - - --- -- - - --- -- - - INSPECTION REPORT - - - - -- - -- --- - -- --- - - ADDRESS: C, a_ f DATE: PERMIT# 2� ISSUED; �!-n J�CT: 5l t BLOCK: LOT: \ 2 5 r + LOCATION: C-a � �� 1 1 \{Cl 1 a < OCCUPANCY: I _ ❑ VIOLATION NOTED THE WORK IS... ❑/ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION ` REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE l -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(��. cu � l7 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR [}ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK f❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX(914) 939-5801 www.Mbrook.org - -- - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - --- ---- - -- ADDRESS :— DAT 1 w E PERMIT# ISSUED: t SECT: - BLOCK: LOT:AJ� LOCATION: �� 1 �` `l OCCUPANCY: Z� ❑ VIOLATION NOTED THE WORK IS.. ACCEPTED El REINSPECTION ❑ SITE INSPECTION REQUIRED ,FOOTING f E)(rar\ ❑ 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 M ^ N � i N c o w j a all LnZ ON w � o s ^ Q Lr) 16 W H c r H Fil z o as g F A u E ono ,-; 0 cpk% i � U L' p zLn U Z I� cn a, OG U �i � fzl •, C : i--� z UOo w z W ~ Q Q Ln W V W a tx Z i3 N zZ ►--� z A H zz z 3 d N L.L. 8 kn r r BUILDING DEPARTMENT SEP 12 2022 VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 BUILDING, DEPARTMENT wwwawbrook.m ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: 20-252 EP#: SEP 1 9 1022 Sa�J Approval Date: Permit Fee: $ Approval Signature: Other: Application dated, 08-26-22 is hereby ma to the ilding Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1•Address: 11 Jasmine Lane SBL: 1 5-1-1 S Zone: PUD 2.Property Owner: SC, Rye RroOk Partners Address: � International Drive Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address: _PO Box 713 Rye, NY 10580 Lie.#: E-51 Phone#: Cell#: 914-760-5226 email: dfortinona,enterpriseelec corn Company Name: Enterprise Electrical Consulting Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for New House, Wiring for line voltage smoke detectors 5.3rd Party Electrical Inspection Agency: S W I S j�STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: T)akj 1 S 14• 1Uar/k)V being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the (�A_)T24t:,��Z)j2 for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent attomey,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn to before me this Sworn to efore me this day of ,20 day o 20�_ Signature of Property Owner Si a of App ican Denis M. Fortino Print Name of Property Owner P ame of Applicant Notary Public No Public SHARI MEULLO Notary Public,State of New York No.OIME6160063 Qualifled In Westchester County 6/23/2022 Commission Expires January 29,202-1 STATEWIDE • Service Willi hilegrilY 1:1 Main Street,Fishkill, NY 12524 1 eirloil:• • r • SWI*S JOB APPLICATION84 1 914.219.1062 • SWISTraining.corn Office Use Elect.Permit# Date Bldg Permit# Utility ID# A/0 Final Certificate# City/Village Zip Township County5� Address J 1 ! n Cross Street Sectlor - Block, Lot' Owner Name/Address(If different than above) !> ,<'e ;. i, Contact Number asement QAst FI. Znd FI. ❑3rd FI. More Than 3 FI. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P I 3P #Meters #Disconnect ❑Underground ❑New ❑Reconnect ❑Overhead ❑Change ❑Visual Re Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information 11410'_�i � �'`:� ,.i�. _lam SL EP 12 2022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed Items to be Inspected,If at any time of Inspection additional Items have 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 any other Inspection company.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 Narr(e ' Date Signature Address r City/State Zip Code License# �', Phone# State Wide Inspection Services AC) 1080 Main Street Fishkill, NY 12524 T 845 2 Phone 914-219-119-1062 Fax STATE WIDE INSPECTION SERVICES Email: office@swisny.com Service With Integrity Website: www.swisny.com BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Enterprise Electric Corp. SC Rye Brook Partners LLC PO Box 713 11 Jasmine Lane Rye, NY 10580 Rye Brook, NY 10573 Located at: 11 Jasmine Lane, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: 22-223 129.25 1.55 Certificate Number: 2022-7054 Building Permit Number:20-252 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: 11 Jasmine Lane, Rye Brook, NY 10573 The Basement, First Floor,Second Floor,Garage,and Exterior were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 24tg day of October 2022. Name Quantity Rating Circuit Type Receptacles 69 Switches 45 Incandescent Luminaires 12 LV Under Cabinet Lights 03 Recessed Luminaires 38 Range 01 Dishwasher 01 Exhaust Fan 01 Furnace 01 Electric Heater 01 Dimmers 17 Disconnect 01 200AMP Meter 01 Electric Water Heater 01 Name Quantity Rating Circuit Type HVAC System 01 Panel 01 22SAMP 42 GFCI 14 Smoke Detectors 04 C/O Smoke Detectors 04 Microwave 01 Disposal 01 Refrigerator 01 State Wide Inspection Services did not perform a Rough inspection (Rough Performed by WREIS). A Visual inspection and Final inspection were conducted only. Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Page 2 � N � N 04 N N w h OZ � k in not r1l) �1 N O CO s7 O 16. < < au 0 tn o $ y a � 00 Q a a U ►-� W a, "� � w � �z r W � Z: G. d w w Q U 3 pq8 z z < Q a Q w tn og h U w 0 4 z oa z e c aa � I Chi C1r J � � Lw s < r, PF_C t_ � V EBUILDING DEPARTMENT - 1 DI VILLAGE OF RYE BROOK 202, 938 KINQ.,STREET RYE BROOK,NY 10573 VILLAGE OF RYE BRCOK (914)939-0668 FAX(914)939-5801 BUILDING DEPART MENT www.rvekaok.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY B 2 52 EP#: — 13 Approval Date: JUN Permit Fee: $ Approval Signature: LL Other: Disapproved- (fees are non-refundable) Application dated,06-7-21 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: 11 Jasmine Lane SBL: 129.25-1-1.55, zone: PU.D 2.Property Owner: SC Rye Brook Partners,LLC Address:SC Rye Brook Partners, LLC Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address:PO Box 713 Rye, NY 10580 Lic.#:E-51 phone#:_914-760-5226 (,ell #: email: dfortino@enterpriseelec.com Company Name: Enterprise Electrical Cons Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Flectrl al Contrartnr for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before this -7� day of 20 day of '"r Signature of Property Owner Si ature o Applicant D e1y/!�' P-7. Print Name of Property Owner Print Name of Applicant Notary Public ary Public �- ALEXANDRA H.FRANK J;PW'1AA � Notary Public,State of New York No.01FR6363711 Qualified In Westchester County 3/21/1 9 Commission Expires August 28,20 I $.rF]Rt Westchester Rockland Electrical Inspection Services, Inc. Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347- 596 Elmsford, NY 10523 UILDING PERMIT NO. TEMP# DA E r CITY TOWNSHIP gu ,� STFjE� D AD , / POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION .� n OCK L OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME AND��DRE SS n ^ �/ ' / HOME TELEPHONE NUMBER CURRENT SUPPUE BY FROM THEIR /L / OFFICE C/.► WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO,OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT ='FL. JUN - 2-FL. BROOK 3'FL. REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPUCATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPUCANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY.WREIS,INC.IS NOT USTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW❑ ADDITIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND G AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. E OF COMPANY DATE OF APPLICATION SiGNA RE F 'LICA. 7:'gox 713 TELEPHONE NO. C [ J L CpQF���� LICENSE NO.WHEN APPLICABLE �� �� _ 1 • N �_ (V N N Q 1+ Z > oC Zd C6 w to O 3 c0� a 6 X to �O N tz C/) A , c ti Mot i-- N ITIT C6 T s M a Q GO W � uj z 00x w z Q � o`° w e z M oun C O < Q O A a w c U tn Z zc av z U _ L Q c a ° � I0=C Gam. ..a OQ Li z _ _ to to U 4$6A46$'41444$6464A _fit;01;420406*A4;4;4444;AA4A 4;( A4;A4a ECIEVIE BUILDILYG DEBARMENT3 VILLAI�GE OT..q_y'BROOK MAY 2 5 2021 938 KINQ� �x�T RyE B'R ,NY 10573 (914)9s9�0 68 �9�/' 939-5801 VILLAGE OF RYE BROOK ww�v:reb' ook.org BUILDING DEPARTMENT PLUMBING PERMIT APPLICATION �]/� FOR OFFICE USE ONLY BP#: a o-a5a PP#: �� D /W Approval Date: MAY 2 5 2021 Permit Fee: $ —73042 .2 Approval Signature: Other: Disapproved (fees are non-refundable) Application dated,5 LO 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 a applicable Federal,State,County and Local Codes. 1.Address: 'lY\�rw_ Ln C C\Q WVJ, i3 qt"i SBL: Iocnn�0�5 /,5 5 Zone: POP 2.Proposed Work:--NmbinA QO+/ !A-r J qu yla)cG _A &A (iW k`CM � nok,,r_ C09eM_1♦ . 3.Property Owner: SC .A&ML3 Aaas Ia.0 Address: \►.>Pc�- u�o� DO►�. l�n S`�b 3a5 to Ot V1t.cn5, 1�1 O 0 Phone#: Qly "160 — OL600 Cell#: 914 " a7+._\ " 605L email: 4.Master Plumber: SiL Address: Lic.#: q10 Phone#: 4 1 Cell#: email:� O c��PbC0.S call- Co►'►'1. Company Name: Opb[O&A4 � N a""L. oott jAddress: \0I0l 'Ir y3'sk � �, 't4up so 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 �.m 31 Floor 41 Floor 51 Floor Exterior 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) O -1- -I�(�� O 3/21/19 STATE OF NEW YORI(,COUNTY OF WESTCHESTER ) as; NOhJebaAw ,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,contnacter,agent,attomey,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. Swom to before me this Sworn to before me this �t day of dl t ,20 0 day of /( ,20, -O 11 Signatu f erty Owner Signatur nf)k licant J t4tom( D r c"tie, f S PW 1 Npeby' 5 V-SA - Print Name of Property Owner Print Name of Applicant bb Notary Public A Boyd Notary Pullli6 POW Straw of N mw York N0.01W6166307 in weddesw Comity Coaumatlsaon "ay21, 0�3 This application must be properly completed in its entirety and must include the 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. WENDY J ABBAGLIATO NOTARY PUBLIC-STATE OF NEW YORK No.01 A B 637870E Qualified In Orange County MY Commission Expires 07-30-2022 _2- 321119 co { i yy N N N v 16 I.+ �i r--•� i.. Z �T y� e � �. T Q V L ° 4- C fil w l C- ur •— O �: N < Q Q i1F+li, ar co A ° 6 3 U044 CIO rA F PON a rr ell x � C O oo i. fry `.r Lti N O, O 7 E E In f •• "' y �i Qn �. BUILD _ I '�MENT is C E � V h__ f ' � VIL E OF RY OK 938 KING .ET RYE BR ,NY 10573 OCT 2 0 2020 (914)9 (.9, 039-5801 Wes, o VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: Approval Datc�110V 2 ZOZQ RI Mf#: ��r ��� Application Fee:$ Approval Signature: _ Permit Fees:$ Disapproved: -- --- Other: - -- Application dated: 5 -'31 - 1-+- is hereby made to the Building Inspeetor of the Village or Rye Hawk NY lir the issuanc a ol'a Pennit to install a rim Suppression System as per detailed statement described below. 1. Job Address: I y„�;�„` � Q.� tao�-tom Parcel I.D.: 1aq.'�S- I ' 1.55 Zone: 14 2. Proposed System(Describe system in detail including suppression agent): ���n,.trx�nkle.r g�4cm -�hmuatieu•4-_]'�tc�i�rn --- 3. Number&Types of Fire Sprinkler Heads: y5 4. N.Y State Construction Classification: 513 N.Y.State Use Classification:g:Z 5. Cost of Installation:$ 13.400 (Cost shall include all labor.materials,fixed equipment.professional fees.and materials and labor which may be-donated gratis.) 6. Property Owner sLRyL V�,roo lL Q�r�r.__ Address:gO ° tt eP-t Pthor.T,1�Y- i aao -A6`t b Phone# Ll R)gr-a- ate Cell# email: Applicant: Moko-V- 'P;rc- G}ci,}cx-w-t;o -N-- Address: 1 �f,a„ntrwl F6.-i- Ptaec M�arltn�� eT Phone# �3a-g05-'S Cell#fffop�ie"-. email: Architect/F,ngineer: Q. W _ �u\1��tar� �Gir.ees�n� Address: 5a9 Mai.,�+*Y�t- �u�4c a03 S��kQ0+ M � � oataV- Phone# }T FL3' $da"} Cell# --- — email: r i.+1u\\wnr•-� . Con -- General Contractor: SIB =,Ae.►ornnsw�}-a ddress:3 rrNrr.pr,n\ Auenur Pa�.,1�1 Phone# B45 8M5-9466 Cell# email: 128.16 • y 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 apd/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 WESTCI IFSTFR ) as: being duly sworn,deposes and states that he/she is the applicant above named, (print dame of individual signing as the applicant) and further states that (s)he(s)he is the legal owner of the property to which this application pertains, or that (s)he is the _ `etc fCfrt- rrr-l-mi+;or% _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 beibre me this Sworn to belirre me this day of , 20 day of —At , 20 1--gL-_ i Signature of Property Owner Signature of Applicant Print Name of Property Owner Print Name ol'Applicant J Notary Public Notary Public -- - - - - 'IF60RAM S. KI+C: I+OTARY PURL,ftt M►4.4tOM FXPWq APRO 12.8.16 W 3 A O ' Lin ^irl Ln tn � Q � N � W � u o v � •= ,y � Cn W `p Ln00 a 4 0 V O I's It O Z oocc UZv B `" cn tj _ nor 00 W O V N C'j-c ; Cl) x � Ra,+ N zz3Ey � y z age cn C p eau , Vj BUILD D E PAWMENT E 0 \J IE VIL OF RYE�OOK MAY 13 2022 938 KING ET RYE BROOK,NY 10573 4 -� '�� VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERMIT#: /"A A9 -6—7 7 Approval Date: MAY 1 3 22 Permit Fee: $ -wopt--t.. Approval Signature: Other: Disapproved: (fees are non-refundable) NOF REQUIREMENTS FOR RELEARMIT&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(Form#C 105.2 or Form#U263/or NY state Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL=$100.00/unit• COMMERCIAL= $350.00/unit. 5. Inspection by the Building Department for removal and/or installation.(48 hour notice required) 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit& Plumbing Inspection. ***a';x>Y xicx irxr.***** *xx*******xxaexx x>cxx*xxic icxr.xxz xx9rxxxxicx*ic is ixxx xx x�'r icxx9:is icxicxicxxxicxxic i<ic is is is icx aFxxxiexi: 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. 1. Address: It , 14 S If,N or Liter SBL:/_W)•,�)5 1—/,5-0 Zone: POD T 2. Property Owner: ( ��'f j 1/ar Address: Phone#: Cell#: email: , , ,0 3. Contractor: TA « (L�,M rl, Address: C y' ttilt ;1 .2 rL1 y7 Phone#: Cell#: email: 4. Applicant: ��I l� �,,h�'1 c:� Address: Phone#: Cell#: email: 5. Scope of Work:New Installation..00-Replacement( )•Removal(/�•Other( ): 6. List Equipment: C1 L� T't-'�/'t7 tee l L in / to I i y 7. Location of Equipment: 64 Se Pic. 8. Method pf Installation/Removal(list all uipment needed to perform job): Lj / /� �I b V t Jc, 1 n J n��r •L t 8/12/2021 STATE OF W YO ,COUNTY OF WESTCHESTER ) as: .1 .4. . t ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of indivi4ual signing as the applicant) and fiuther states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Ib I[ et N i t i 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 d day of ,20 day of j C . 20 1 1 Signature of Property Owner Sign of Applicant � Y Print Name of Property Owner Print N e o Applicant Notary Public No Public c4.. BLAKE-3MI�TLER Notary"'Public-state of New York NO.0IM164194r6` Qualiffed to Dutchess Y� My Commissin Expires v� This application must be properly completed in its entirety and must include the 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. 2 8/12/2021 N9MSE "=saw Product Specifications HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSC Gas Furnace EASIER TO SELL • Up to 96%AFUE in upflow and horizontal positions, _-- Up to 95%AFUE in downflow,positions • Cabinet air leakage less than 2.0%at 1.0 in.W.C.and cabinet air leakage less than 1.4% at 0.5 in, W.C. when tested in accordance with ASHRAE standard 193 • Approved for Twinning applications(0601410 through 1202420) with accessory(order separately) • Approved for Manufactured Housing/Mobile Home applications i (0401410 through 1202420)with accessory (order separately) • Low NOx units are designed for California installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 ng/J NOx emissions requirement. TOUGHER • Flame roll-out sensors standard • Adjustable heating blower OFF delay • Factory set blower ON delay • RPJ" primary heat exchanger • Stainless steel secondary heat exchanger Illustrahons and photographs are only representable. • High temperature limit control prevents overheating Some product models may vary. • Direct ignition with Silicon Nitride ignitor • High ual'lty, corrosion-resistant, prepainted steel cabinet WARNING EASIR TO INSTALL AND SERVICE • Direct vent(2-pipe).single-pipe venting or ventilated combustion Failure to follow this warning could result in personal injury. air death,and/or property damage. • 24 VAC humidifier terminal&electronic air cleaner terminal This furnace is not designed for use in recreation vehicles or • 35"(889mm) high,for ease of installation outdoors. This furnace is designed for use in manufactured • Simplified,factory installed internal condensate drain system (Mobile)homes when an optional Mobile Home accessory kit is • Innovative knobs for easydoor removal and secure installed. Failure to follow this warning could result in personal injury, attachment death,and/or property damage. • Factory shipped for natural gas,with propane gas conversion kits available • Four position-upflow/downflow/horizontal (left/right) installation OES l BN • At least twelve different venting configurations ENERQUIDE • Through the casing flue pipe for counterflow or horizontal applications with accessory(order separately) • Concentric vent available TWA=EL cFArlE��`� • Self diagnostics with super bright LED �7 • Slide out heat exchanger and blower assembly a LIMITED WARRANTY* 78% M 0% 97% ,�. • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration,an additional 5 year parts limited ,ILAON CENTInED warranty It For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for Use or the AHRI cw.hed na Mark etacdm. manNMurer a pamnoat n in the Program For other applications. vankation at celtft&ro to a,dN,daW Product, go to w•w ann0,,W r,org Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) Upflow/Hz Downflow @.5 in.w.c.(125 Pa) Inches(Millimeters) Lbs(Kg) N9M 0261408 4 000 96.0% 95.0% 400-775 35 x 14-3/16 x 29-1/2(889 x 361 x 7 120(54) N9 0401410 40,000 96.0% 95.0 625-905 35 x 14- 16 x 29-1 (889 x 361 x 123(55) 9 040171 40.000 96.0 95.0 650-1050 35 x 1 - x 29-1 889 x 445 x 7 1 1 9 0601410 60.000 95.5 9 . % 6 5-1130 35 x 14-3/16 x 29-1 (889 x 361 x ) 12 5 N9MSE0601714A 60,000 96.0% 95.0 650-1420 35 x 1 -1 x -1 889 x 445 x 144 6 _9MSE0801716A 80 000 96.0 95.0 810-16 5 x 1 -1/2 x -1 (889 x 445 x 750) 154(6 ) N9 S 0802120A 80,000 96.0% 95.0% 1335-1970 35 x 21 x -1 2(889 x 533 x 750) 162 N9MSE 1002114 10o.000 915-1545 35 x 21 x 29-1/2 889 x 533 x 750 169 76 N9 S 1002120 100.000 —96.5% 95.0 1345.2065 35 x 21 x -1 9 x 533 x 750) 169(76) N9 S 1202420A 1 120.000 1 96.0% 95.0% 1320-210 5 x 4-1 x -1 x 622 x 75OF 186(84) N9MS 1402420A 1 140.000 1 96.0% 94.4% 1290- 035 35 x 2 -1 2 x 29-1 2 889 x 622 x 50) 190 86) Spedncmions are suaect to change without notice. 440 11 4403 05 12/3/18 NXA6 J Performance Series ' "MEANS HEATING& COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 11/2 THRU 5 TONS SPLIT SYSTEM II 208 / 230 Volt, 1-phase, 60 Hz f - y �•., REFRIGERATION CIRCUIT • Scroll compressors on select models • Filter-Drier supplied with every unit for field installation •Copper tube/aluminum fin coil i EASY TO INSTALL AND SERVICE • Easy Access service valves on all models • External high and low refrigerant service ports • Only two screws to access control panel • Factory charged with R-410A refrigerant BUILT TO LAST • Baked-on powder coat finish over galvanized steel • Post-painted (black) coil fins •Coated, weather-resistant cabinet screws • Coated inlet grille with 3/8" (10mm) spacing for extra protection LIMITED WARRANTY* r, rem ENERRG S to • 5 year compressor limited warranty . "i8t7*d """' aPpro"P 0011 -Vona, Hovroe11vr. PrOM refngwart Charge and proper air flow are o ttcd • 5 year its limited warranty (including compressor and this p du `wed dpadN he �'•"� y,xgla"a d Y Pa tY ( g P aoaxt should+dlow the rraMracti,re.'s refigerart coil) • arargng and air lbw vshtxtlors. Failure to omArm Proper awW and airflow may red"energy of ciency -With timely registration, an additional 5 year parts limited a d sha"an egxpmery Yle warranty (including compressor and coil) * For owner occupied, residential applications only. See CERTIFIED warranty certificate for complete details and C �` US restrictions, including warranty for other applications. LISTED Use of the AHRI Certified TM Mark mdicales a manufacturers participation r Pre program For vernccatlon of certifceti0^'a ^Cv�.d,.a�Drooucls go to www.ahrrdirectory o,g Model Size Nominal Min. Circuit Max.Fuse Operating Dimensions Ship I Operating Number (tons) BTU/hr Ampacity or Breaker height x width x depth in. (mm) Weight lbs.(kg) NXA618GKA 1 18,000 11 8 20 28-11/16 x 25-3/4 x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 17.7 30 28-5/16 x 31-3/16 x 31-3/16 147/ 183 (719 x 792 x 792) (83/67) NXA630GKA 2' 30,000 16.8 25 32-5/16 x 31-3116 x 31-3/16 188/ 153 (821 x 792 x 792) (85/69) NXA636GKB 3 36,000 17.5 30 28-516 x 35 x 35 204/ 165 (719 x 889 x 889) (93/75) NXA642GKA 31/l 42,000 23.6 40 39-1/8 x 35 x 35 254/213 (994 x 889 x 889) (115/96) NXA648GKA 4 48,000 26.1 40 39-1/8 x 35 x 35 317/264 (994 x 889 x 889) (144/120) NXA660GKB 5 60,000 324 50 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/ 127) SDk`'CdFc^s subtece to cha^��a^^a.'-^q:cP 421 11 6201 05 517/19 !E3 EC� MYEWestchester aus 3 2021 pvcomLAGE OF RYE BROOKILDIIJG DEP"R7-ME=NT George Latimer County Executive Sherlita Amler,Dill Commissioner of Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13335-21-DCDA Application for Backflow Prevention Device Kingfield Development 11 Jasmine Lane Rye Brook Dear Mr. Palucci: 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: littps://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_bwestchestergov.com . Respectfully, 40� Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT/RB:pm cc: Jeff Dubois — SC Rye Brook Partners, LLC Frank McGlynn, Manager— Suez Water Michael Izzo, Bldg. Insp. — Rye Brook ,,, File OOORIIECYCLE Department of Health 23 Moore Avenue Mount Kisco,NTY 10549 Telephone: (91 1)861-7296 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. _ I Log No. 13335-21-DCDA Facility: Kingfield Development City, Village, Town: County: 11 Jasmine Lane Rye Brook WESTCHESTER Owner's Mailing Address: Jeff Dubois SC Rye Brook Partners LLC 4 West Red Oak Lane-Suite 325 White Plains, NY 10604 Physical Location of Backflow Prevention Device(s): Dog House Description of Device(s): One 1 —2 inch Wilkins 950XLTDABF DCDA) Water Supplier: Suez Water Name Designated Representative: Frank McGlynn. Mailing Address: Zip: 10801 2525 Palmer Avenue, Suite 3, New Rochelle, NY 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 Certfied 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 ii i.tI ie 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: -A - I DATE: August 2, 2021 Delroy aylor, 15.E. Assistant Commissioner NEON YORK STATE DEPARTMENT OF HEALTH BureauEmpire oft-Plc Water ate-CSupply?m,Ron Report on Teat and Maintenance Empire Stab Pleza-Corning Tower Room tit 0 Albany,14Y12237 of Backflow Prevention Device Please use a separate form for each device. For the year Inklal tact-Comp7sts iMr.roan Annual teat•C=09fe Part A unfy Public Water Supply I S O CC_ A vount No. 31edr Wl !I Facility Name 1-Ur a ,oi Lin Davlua3 I �.�sTc� clams-+ Address street city,Device Manufacturer I Type Model Size(in inches) Number information ) Serial v I , Dcv �i � C oC1Z4 check valve No.d Check Valve No,2 Differential Pressure Relief Line Pressure i valve Test Leaked Leaked Q Date Opened at _ _ psid before C4osed tight El _Clpsed tight_Q. repair Pressure drop across first check valve t j+� M D y psid Describe rapatls and Repaired by Name umatertals used Lie 4 Date repalred: m m M D Y Final test Closed tight Closed tight Opened at psid Date^ Pressure drop across first M D y check valve psid Water Meter Number Meter Reading Type of Service: r� e) 9 Domestic 9 Fre\\_ 9 Other Remarks(Describe derldenaee.bypasses,outlets before the device;connecticruv between The device and pdrrt dentry.mlasing m inadequate airgaps.atc-) ©Certification:This device meets, does NOT meet,the requirements of an ac tab contain t device at the time of testing 1 hereby certify a fare ing data to be correct. Print Nano Cortitad Toaster No. prt a EiWiraddn Date Property orrtT (or wnerg agent)oertficat or ihat�performed: Prim Name Trtle =--� na re Telephone Certification that installation is In accordance with the approved plans_ (To be tompWftd by the design engineer cur archited or water swpillar.) l hereby certdy that this instalation is in accordance with the approved plans. Name Russell Palucci me Engineer Dame Ole O y a NYS Dort Log license Number 78721-1 Phone(845 )337-6040 m d L1113 ruse—��� Representing rime Solutions, LLC Consulting Engineers Describe miner InOtbill 5 Address 140 Princeton Drive V city Shelton State CT asp 06484 OCT c ��� Signals.; l•l v an one comp copy to Cue es, fate resit Oepartmenl rapresonlauve and ono cony ro the water Rpphar der pO�� p (�19 N01fry owner and walcv supptlor tmmed�sto�y it device falls IeG and ropoirc cannot immediately be made. VILLAGE OF RY C p ROOt'� " BUILDING DEPARTMENT 11 Jasmine Lane Rye Brook NY 6 O v Dj ON/' 2015 IECC Energy OCT 2 6 2022 i VILLAGE OF RYE BROOK Efficiency Certificate BUILDING DEPARTMENT Insulation Rating R.Val.ue Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): R8 Glass&Door Rating U-Factor SHGC Window 0.29 0.30 Door 0.30 0.30 CoolingHeating& Heating System: Heil#NgMSElnmlanA 95.5% Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSGE32 119R 119 Gallon Electric Name: Jobe Leonard Date: 2/19/19 Comments D ECIENLE DD Envelope Leakage Test OCT 2 6 2022 Testing Company: Technician: VILLAGE OF RYE BROOK Name: ProChek Name: Frank lacon !BUILDING DEPARTMENT Address: 100 Mill Plain Rd Credentials: BPI Danbury, CT 06811 Email: info@prochek.com Phone: 800-338-5050 www.prochek.com Building Information: Customer Information: Project ID: 4571-11 Jasmine Ln Rye Brook NY Name: Address: 11 Jasmine Ln Address: 11 Jasmine Ln Rye Brook, New York 10573 Rye Brook, New York 10573 Geo-Tag Data: Latitude:41.048457 Longitude:-73.692983 Timesta mp: 2022-10-1410:06:58 Measured Leakage: 2.33 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 4571-11 Jasmine Ln Rye Brook NY Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1#260.0 (+/-5.9%) Effective Leakage Area: 65.9 in Building Volume: 32,436.0 ft3 Enclosure Surface Area: 3,447.0 ft2 Coefficient (C): 91.8 (+/-40.2%) Exponent(n): 0.670 (+/- 0.111) Correlation Coefficient: 0.98656 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 69 OF Post Indoor Temp: 69 OF Pre Outdoor Temp: 57 OF Post Outdoor Temp: 57 OF Altitude: 190.0 ft Time Average Period:30 seconds Test Date and Time: 2022-10-1410:35:05 2000 • Depressurize — E rn 1800 Y 700 a 600 q, 500 c 400 300 200 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa Bldg-(Pa. Adj B dg j a). Fan (Pa) Flow(cfm). Config Baseline -2.9 -60.0 -62.4 -59.7 -59.2 1,390.1 Ring A -54.0 -58.4 -55.8 -57.6 1,371.8 Ring A -48.0 -52.9 -50.2 -51.0 1,292.6 Ring A -42.0 -47.7 -45.1 -45.0 1,216.0 Ring A -36.0 -41.6 -39.0 -37.9 1,119.2 Ring A -30.0 -33.5 -30.8 -29.5 990.4 Ring A -24.0 -23.6 -21.0 -119.8 649.8 Ring B -18.0 -19.9 -17.2 -121.1 653.3 Ring B Baseline -2.4 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial#: 6006 Calibration Date: 2020-07-01 Deviations from Standard: • Correlation coefficient is outside of normally accepted limits. Comments: None Report by TEC Auto Test 1.8.0 (206),©2021 The Energy Conservatory, Inc. Page 2 of 2 \ Building(Permit Check List&Zoning Andysis Address: J Q��/1�+-� LA SBL: Zone:,7v Use: Z ,� Const Type:- S Other. Submittal Date: l o ZZ- 2 Revisions Submittal Dates: Applicant: G- —R -1Z ODIC- Nature of Work: 'tom-CSC.- `AJ Reviews:ZBA:NOV 2 3 2020 PB: BOT: Other. OK l✓J ( ) FEES:Filing.7, BP: l �3 0, b C/O: ZE C% 2� D.��• ( ) (-"P: Dated: _-" Notarized SBL: Truss I.D. Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Stone Water Review: Street Opening: ( ) ( ) ENVIRO: Long. Shore Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. ( ) ( ) SURVEY:Dated Current: Archival: Sealed: Unacceptable: ( ) (-PLANS:Date Stamped Sealed ✓ Copies: v Electronic: Other. ( (J�License: Workers Comp: V Liability Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated N/A: (•� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery._Other. PLUMBING:Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. (. (vf FIRE SUPPRESSION:Plans: ✓ Permit: ✓ N/A Other. H.V.A.C.: Plans: Permit N/A: Other. ( ) ( ) FUEL TANK.Plans: Permit: Fuel Type: Other. (� O 2020 NY State ECCC: N/A: Other. Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER. C/O DENIAL LETTER: Other. ( ) ( ) Other. ( )ARB mtg.date: approval: notes: ( )ZBA mtg.date: approval: notes: ( )PB mtg.date: approval: notes: REQUIRED EXLMNG PROPOSED NOTES Date: 2 3 2020 Area Circle: From e Front: Front: Sides RMr. Main Cov Accs.Cow Ft.H Sb: Sd.H Sb: CE& Tot, E IM Paz ' . Hd ht/Stories: notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: Property Owner& Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Scj. Ft. (excluding basements) x $225.00 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= -7 S Z sq. ft. x $65.00 = $ S l `i 9).0 • x$I5.00/$I,000.00= $ I,Fl. = 2-1 -!�•Z sq.ft. x $225.00 = $ 2 $I5.00/$I,000.00 = $ Z�l' •> 2"d Fl. = l QD l sq.ft. x $225.00 = $ Z"LS' 7-7-s—, $$I5.00/$I,000.00 = $ Attic= _ sq. ft. x $225.00 = $ x$I5.00/$I,000.00= $+ Total Sq.Ft. = 3 sq.ft. Total Cost= $ 7�Z1 • ' Total B.P.Fee= $ # °Includes Attached Garage if Applicable. Total Amount Paid= $ II Total Amount Due= $ NOV 2 3 2020 Date: Signed. This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. �! X: ! �! !:�•�k*�k : !:is - :"y �= I !, 1.•;t: :r,.:i: :?: Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: 4 / i/-IAJ Tue- L -- SubJect Property: SBL: Zone: Please take notice that the subject; 3"'One or Two Family; ❑ Commercial, YNew Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; E�Truss Type Construction(TT) C'f Pre-Engineered Wood Construction(PW) ❑ Timber Construction (TC) in the following location(s); ❑ Floor Framing, including Girders &Beams(F) ❑ Roof Framing(R) E3 Floor 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. 1D� Date Des' t Pro sional �C t21ZJ Date Pr •ner Date N lic (7) TRISHA MAR�rNEZ NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-19-2023 14,1(lU Y1'YY A�C�RO CERTIFICATE OF LIABILITY INSURANCE n.l,.� 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 Aon Risk Services Northeast, Inc. NAME: PHONE (866) 283-7122 (800) 363-0105 y Boston MA office AC.No•EXt): AC No.): 53 State Street E-MAIL - - -- O Suite 2201 ADDRESS: = Boston MA 02109 USA INSURERS)AFFORDING COVERAGE NAIC a INSURED INSURER A: Navigators Insurance Co 42307 SC Rye Brook Partners, LLC INSURER B: Guideone National Insurance Company 14167 230 Park Ave. New York NY 10169 USA INSURERC: Starr Indemnity & Liability Company 38318 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 570082993250 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. Limits shown are as requested TYPE OF INSURANCE POLICY EFF POLICY EXP INSD WVD POLICY NUMBER NIIA DDYYYY) (MMDQYYYY1 LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 5,000,000 CLAIMS-MADE ❑X OCCUR PREMISES Ea occunence 5100,000 WED EXP(Any one person) EXCl uded PERSONAL&ADV INJURY S 5,000,000 ,QI GENT AGGREGATE LIMIT APPLIES PER, GENERALAGGREGATE S5,000,000 POLICY XD ECOT ❑LOC PRODUCTS-COMP/OP AGG S5,000,000 m OTHER $ AUTOMOBILE LUIILRY COMBINED SINGLE LIMB n ANY AUTO BODILY INJURY(Per person) Z OWNED SAUTOSCHEDULED BODILY INJURY(Per accident) Np AUTOS ONLY PROPERTY DAMAGE <o HIRED AUTOS NON-OWNED V ONLY AUTOS ONLY Per accident w_ C UMBRELLALIAB R OCCUR 1 057 01 06/ /2020 11 112021 EACH OCCURRENCE x EXCESS LIAR CLAIMS MADE AGGREGATE S5,000,000 DED I RETENTION WORKERS COMPENSATION AND PER STATUTE I TH. EMPLOYERS*LIABILITY Y/N ANY PROPRIETOR/PARTNER EXECUTIVE E.L.EACH ACCIDENT OFFICER/MEMBEA EXCLUDED' El N/A (Manihisim MI NNI E.L.DISEASE-EA EMPLOYEE I yes,d' older DESCRIPTION OF OPERATIONS W. E.L.DISEASE POLICY LIW T DESCRIPTION OF OPERATIONS LOCATIONS VEHICLES(ACORD 101.Additional Remarks Schedule,may be attached It more space Is required) TJ .1IF1 b'_ -may CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. village of Rye Brook AUTHORIZED REPRESENTATIVE 938 King Street Rye Brook NY 10573 USA <c�1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Certificate of Attestation of Exemption from New York State Workers' Compensation and/or Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit SC Rye Brook Partners,LLC 1100 King St Ste 114 From:The Village of Rye Brook NY Rye Brook,NY 10573-1057 PHONE:914481-1531 FEIN:XXXXX6509 The location of where work will be performed is 110 King Street,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building permit are from March 17,2020 to March 16,2021. The estimated dollar amount of project is over 5100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Robert Dale Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) 1,Janice Heusser,am the Office Assistant with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that 1 understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately famish proof of that coverage on form approved by the Chair of the Workers'Compensation Board to the government entity listed above. HERE Signature: Date: /- Z • o D ExemptlolFA1 ` ate Number a n a v d 020 24MA ' NYS Work nation Bo.04 Cr 200 0112018 ----aali , O CERTIFICATE OF LIABILITY INSURANCE DATElily 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 endorsements. PRODUCER CONTACT FEDERATED MUTUAL INSURANCE COMPANY HOME OFFICE: P.O.BOX 328 A CNNo Ext:888-3334949 W CLIENT CONTACT CENTER C No):507-446-4664 CN/ATONNA, MN 55060 ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURERS AFFORDING COVERAGE NAIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B:FEDERATED RESERVE INSURANCE COMPANY 16024 MACK FIRE PROTECTION INC INSURER C: 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:466 REVISION NUMBER:0 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 DL SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED $100,000 MIS S a occurrence MED EXP(Any one person) $10,000 B N N 6042334 05/11/2020 05/11/2021 PERSONAL B ADV INJURY $1,000,000 'L AGGREQATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY JET ❑LOC PRODUCTS-COMPIOP AGG $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,DDD 01 X ANY AUTO BODILY INJURY(Per person) B OWNED AUTOS ONLY SCHEDAUTOSULED N N 6042334 05/11/2020 05/11/2021 BODILY INJURY(Per accident) HIRED AUTOS ONLY NON-OWNED P AUTOS ONLY PROPERTY DAMAGE ffrti.cidenii X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $10,000,000 B EXCESS LIAB CLAIMS-MADE N N 6042337 05/11/2020 05/11/2021 AGGREGATE $10,000,000 DED RETENTION WORKERS COMPENSATION OTH- AND EMPLOYERS'LIABILITY Y/N X PER STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICERIMEMBER EXCLUDED? NIA N 6042338 05/11/2020 05/11/2021 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1 000 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1 0D0 000 D DESCRIPTION OF OPERATIONS I LOCATIONS i VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached it more space is required) RE: KINGSFIELD 1100 KINGS ST RYE BROOK NY CERTIFICATE HOLDER CANCELLATION 149-868-2 466 0 VILLAGE OF RYE BROOK NY BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RYE BROOK, NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 4", O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD YORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name 8 Address of Insured(use street address only) 1b.Business Telephone Number of Insured 860-632-8053 MACK FIRE PROTECTION INC 149-868-2 15 INDUSTRIAL PARK PL 1c NYS Unemployment Insurance Employer Registration Number of MIDDLETOWN,CT 06457-1501 Insured Work Location of Insured(Only required if coverage is specifically limited to ld Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e_a Wrap-Up Policy) Number 04-3814418 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Federated Mutual Insurance Company Village of Rye Brook NY Building Department #466 938 King St Rye Brook NY 10573-1226 3b.Policy Number of Entity Listed in Box"1a" 6042338 3c. Policy effective period 05/11/2020 to 05/11/2021 3d.The Proprietor,Partners or Executive Officers are included (Only check box if all partners/officers included) �X 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 ftsm__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. Th s 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: Elizabeth Petersen (Print name of authorized representative or licensed agent of insurance earner) Approved by: " — Q� -- 04/13/2020 (Signature) (Date) Title: Authorized Representative Telephone Number of authorized representative or licensed agent 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 NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov `L R CERTIFICATE OF LIABILITY INSURANCE [2;1/2022YYY1 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 GUNIAUI NAME OTT AGENCY HO No EXf (845) 895-8873 ac No PO Box 659 AD Wallkill, NY 12589 DRESS ottins2001@yahoo.com INSURER(S) AFFORDING COVERAGE NAICS _ INSURER A Main Street America INSURED Total Comfort Inc INSURER B National Grange PO Box 359 INSURERC 7 Ohara Rd INSURER D Milton, NY 12547 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 NSR LTR TYPE OF INSURANCE INSR I WVD I POLICY NUMBER MM/DO/YYYY MMIDD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 00Q 000 CLAIMS-MADE OCCUR PREMISES JEa occurrence $ 500 000 A X X MPU7919F 1/21/2022 1/21/2023 VIED EXP(Any one person) $ 10 000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY F PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER AUTOMOBILE LIABILITY ANYAUTO Ea accident $ 1,000,000 OWNED SCHEDULED B1U7919F 1/21/2022 1/21/2023 BODILY INJURY(Per person) $ $ AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ x HIRED NON-OWNED AUTOS ONLY X AUTOS ONLY Per accident $ X UMBRELLA LIAR X OCCUR B EXCESS LIAB CUU7919F 1/21/2022 1/21/2023 EACH OCCURRENCE $ 5,000,000 CLAIMS-MADE AGGREGATE $ 5,000,000 DIED RETENTION$ $ WORKERS COMPENSATION _ AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE YrN WCU7919F 1/21/2022 1/21/2023 E L EACH ACCIDENT $ 1,000,000 B OFFICER/MEMBER EXCLUDED? N/A IMandatory In NH) f yes describe under E L DISEASE-EA EMPLOYEE $ 1,O00,000 DESCRIPTION OF OPERATIONS Delow E L DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101 Additional Remarks Schedule may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION VILLAGE OF RYE BROOK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 938 KING STREET ACCORDANCE WITH THE POLICY PROVISIONS RYE BROOK, NY 10573 AUTHORIZED REPRESENT TIVE I ©1988-2015 ACORD CORPORATION All rights reserved. ACORD25(2016/03) The ACORD name and logo are registered marks of ACORD NEW Workers' YORK CERTIFICATE OF YOR --- STATE Compensation �4— Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b. Business Telephone Number of Insured 203-223-6700 TOTAL COMFORT INC PO BOX 359 1c. NYS Unemployment Insurance Employer Registration Number of 7 OHARA RD Insured MILTON,NY 12547 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 141829022 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NATIONAL GRANGE VILLAGE OF RYE BROOK 3b.Policy Number of Entity Listed in Box"1a" 938 KING STREET WCU7919F RYE BROOK,NY 10573 3c.Policy effective period nvwgr»? to nv21/9ms 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) Q all excluded or certain part nerslofficers 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: WILLIAM C OTT (Print name,of authored representative or licensed agent of insurance carrier) Approved by: � n 1 11�` (Signature) (Dale) v Title: PRESIDENT Telephone Number of authorized representative or licensed agent of insurance carrier: 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 r OCTKIN FIELD DEVELOPMENT D CL STER wwwwow z Z INTERNATIONAL DRIVE Z020 Vi LL,q Gc RYE BROOK NEW YO RK 80�D oP RYE oo - rNG D& BR PgRT� K SC RYE BROOK PARTNERS, LLC 5 International Drive, Suite 114 Rye Brook, NY 10573 COP 1 NYS Uniform Fire Prevention & Uniform Building Code: 2020 Building Code of New York State 2020 Residential Code of New York State 2020 Fire Code of New York State - TT 2020 Energy Conservation Code of New York Statet7'. ..ram ,►.; :��__-=_r�_ -_=-T_; �_ - 2020 Plumbing Code of New York State 2020 Mechanical Code of New York State - 2020 Fuel Gas Code of New York State _ _._ �'� �� =- -- I f 2020 National Electrical Code 2017 ICC 117.1 Accessible & Usable Building and Facilities Project Criteria: Use Group: R-2 11 JASMINE LANE 9 JASMINE LANE 7 JASMINE LANE Construction Type: 5B Area: 10,274 sq.ft. €-0-K APPROVAL REQUIRED FOR Volume: 90,141 cu.ft. BACKFL OW PREVENTION DEVICE. AS-BUILT/FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION PERMIT# 7 Thurston Avenue Structural Consultant SBL## t Newport, RI 02840 Cameral O'neill Engineers DATE APPR ED NOV 2 3 ZU 117 Black Point Lane CordtsenDesign.com T � � II� � p`t.,,�;��;;�: :z:-, ..;..�:, - Portsmouth, RI 02871 '3:'� X. 401.619.4 9 WiP 1 r�'��«i;s��, �:.�--rya a , r�'.J N fj7 MEP&P Consultant TYPE IDE,NTI ICATION SIGN; BUILDING INSPE O illage of Rye Brook,NY R.W. Sullivan'- Engineering V 529 Main Street #203 FR FINISHED BASEMENT NOT C O R D T S E N Boston, MA 02129 APPROVED FOR USE AS A DESIGN PRIOR TO THE ISSUANCE OF A C/O, SEPARATE APARTMENT OR ARCHITECTURE AS REQUIRED BY NY STATE LAW. 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TO 5LA13 FOUNDA7,IC-N u- ly - T.O.WALL (-2'-33/4--1 TO KAL 0 WINDOW < vERTicALL,r i HORIZONTALLY ELEV-q-,b" 7 (C�oe,_RD VV ARrH'L) TO WALL CENTERE DON WALL PROVIDE rz [ClOORD Iry 25 OOVEL�INTO FT6 TO MATCH .1 , (CIOGRO all 10"KALL ARCH'Ll VERT REiNF PROVIDE I INSTALLY2' %A!3 DETAIL PROVIDE d IW-.,TALL)f,- COORDINATE SAP AND BASE PLATE5 FTS '5PRINOFIELD"CAP A�V COLUMNS.TYP BASE PLATES AT ALL WATERPROOFING AND DRAINAGE IeV 0 LALLY'COLUMNS.rY-P. c 44), AFZ&'-H'L OK56. 4'NORMAL HT GONG. Lu cz r In SEE DETAIL F2 r5 771 pROV`1O:-r5 E3AR5 AT 24 0 t PROVIDE 4 i ST OR!ZONTA ..1 1 --T r,WALL BA51E PLATES AT ALL W-05 VERTISALL�4 F L LT CAP AND v I.-Io. FROV.D-,A INSTALL Y2-CAP AND CENTERED ON HALL PRO F25 L 5 A 3*-IV.' 12*-,b% WLUI�N5.TYP.BASE PLATES r- 5E PL 1 5 AT ALL 2 05 DGVEL5 INTO FTO TO CH LALLY L MN5.TYP r- SHALL er-SUBMITTED I-V STEEL. SHOP DRAW NGs T O.WALL VFRT R_rINF BEAM 10"WALL 4 Lq I'10"FTC. V CKET z L-) Lik r 0 5 10"WALL Lit F3,B CD Po LAB CD < I'-10"FTS. VVELEV.-q*-b" CN F3 181-01n, b"WALL E�E:;) (.,0 'r-E DET,'A'L 14 — To SLAB SLAB DETAIL F, 15 0 F MIN ELEV-q'-b 00_01 __3� � 0 4"NORMAL NT.COW- Y;p T 0 SLAB-ON-GRADE GRADE) 4 BEAM POCKET SEE DETAIL SLAB DETAIL AALL < PROVIDE l4x4�5- 0 KA-L 0 PIAC-<)NAL;ZFEIAP 0 t,0,- z 50 1) TYP Rc ENTRANT I 0 1 G 5rEp,2 Iov PROVIDE ELEVATOR PIT PROVIDE C�ONT.04 BA' u SLAB CORNERS i'_ d _j ILL ElEv Tor,�;P`T;OLN t5 0' FOR ELEVATOR OPTION CENTERED AT TOP OF ,LALL 0 < 0 4"NORMAL VfT CONC, 0 WALL TO WALL -:,ORV w 0 T 501 ARC, AND CON TIl%OV5 BEVEL"0 2x3 TO HALL WALL BA 5E 5r POSICET 5LAEI-ON-5WAZ�- -6 BEAM EE DETAIL .1 (-0,-%, 1 — SPEAR AT T 0 WALL 12"THIC<SCNC,F TO 0!3EAM POCKET LZ L_,j 20'-2* REIN H/04 BARS 9 u tP T 0 HALL 12'0 IS E W..50 T. Q I LL) TO WALL 9z - Kr j ce 6 HAM u < X 1 [9 O.F-10-10 TO�,J-�LL—_ < 50 < T O.HALL POCKET > Q PROVIDE N5TALL BEAM DE I'M 6 a BEAM F3 POGKET AND P T.BEARING PLATE 7r-"--. --fo V If) 50.1 POC.<Er ILI P$ZWE>E 94x4b- PROVIDE(4)114 VERT _R AS REOVIRE:O To ACZOMMOOATE PROVIDE I IN5TAL.L POCKET ANO P T `7 BEAM PROTECT UNTREATED BEAMPOC IO,_ Q DIAGONAL REBAR BARS AT PIER Q AT RE-ENTRANT FELT BEARING PLATE-TO LIJ11115ER WITH BUILDING r (3: ACCOM�AOOATE BEAM. (El 0 F. P6 L PROTECT UNrREAT`ED SLAB CORNERS. 7 u_ L�WITH BUILDING IN rPE EVENT OF SEPARATE U- i Q FELT POURS.PROVIDE 4 INSTALL 95 U-, n 9 (13 0 F 61 x 30"LONG OOvEL5 a 12*0 r, iO"WALL PV ELE�'A TO.KALL 1 0 cd: VERT.DRILLED A EPDXIED INTO Nv TOR PR :,o I r5 6 PROVIDE I INSTALL @BEAM FDN VV 6'EMBED 1'-IG*FT5 Fr6 STEPS PV BEAM POCKET AND P.T POC,<ET 12'THICK C,0NS.FTO /lk,1116, SLAB DETAIL FT5 51;:P5 rV ELEVATOR OPTION BEARING PLATE TO REINF.I-V 04 BARS a SIM 10"HALL 50.1 --_LEVA ACCOMMODATE BEAM PROTECT UNTREATED c 12'O.C.E.H.,BOT SLAB DETAIL TO WALL LUMBER WITH BUILDING 1'-10"FTG. _j -4 BEAM b"WALL (a) (El OF.MIN Y-6" 4'NORMAL HT CONC, POCKET FELT.TYP BELOH GRADE) M SLAB ON-GRADEY^l N6,SLAB DETAIL 3: 0< E W SEE DETAIL PROVIDE 4 INSTALL- 44- 10"WALL �01 ­ - I L­y L 4"NORMAL KT WNC, BEAM POCKET AND P.T -1 L___ Q_ 6'RALL _j L------- 5LAB-ON-C-RADE -G b % 1'-10-FTEY < BEARING PLATE TO - ----- T I-HALL R 0< I SEE DETAIL AC6,0MMODATE BEAM to PEAM 7 4'NORMAL HT CONS_\ I,_ z 0 (no Lu < F z PROTECT UNTREATED Po<Z, 5LAB-ON-GRADE 1. 51M LUI-BEFZ WITH EVI-DING 10"KAL_ SEE DETAIL 'r; c!l cy PROVIDE(4)94 VERT TO.SLAB jkTO SLAB FELT 7 3 0 BARS AT PIER > IV ELEV-1'-0"a ;1�Q _j 0 t vr/ELEV-V-O"a <0 I,_IO`FTG. 7E DOORS %n GARAGE DOORS T.0 WALL GARAGE < T.O.WALL 0 2 dk TO SLAB, 10 U., (D (c 0 (-0,94.1 x 0 ui lOORO vv T 10 WILL 1-I E�EV-1-0'a r5 Q ARCHjj IN THE EVENT OF SEPARATE GARAGE DOORS F_ 0 CL FL< PROVIDE NT#4 5AR/_ TO KALL 0, T.0 WALL Q POURS.PROVIDE I INSTALL 95 0 ENTERED AT TOP OF WALL x 30"LONG 00;--FL5 9 12"D.C. AND C.ONnR)OV5 13FVELED 2x3 VERT.DRILLED I EPDXIED 114TO SHEAR KEY AT WALL BASE IN THE EVENT OF SEPARATE FON W b"EMBED co POURS,PROVIDE I INSTALL c5 TO.WALL _j U' (D a DOOR 10"WALL VERT DRILLED I EPDXIED INTO ;3 30*LORS DOHELS 12"06, x 30"LONG 00k<-15 a 12'O.S N POURS,PRO,,/i0E 4 INSTALL V; ^5 \6, D : . r I . 1 0 r3 x IN THE EVENT OF SEPARATE ;. I TO.HALL WALL kD VERT• OR LLED d EPDXIED INTO kD FON PV 6'EMBED ! 7- I,_ _j LL _. : .. 6 1-0. . 1�1 LL FON.W(2*EMBED 1*-:0'FTC I - -9'41 T.0 WALL T.O.WALL u_ • • T 0 HALL To 0 DOOR ------------- I . 1 2 TO WALL 0 DOOR 7 ltl 11 U- IZ) 4' (5.0 F. u_ u_ T. I L -4 T. ------- r • _j T.O.WALL (BO.F.-4*-b'] (4)04 VERT. _j _j 0. ALL BARS AT PIER L ZOVIDE T rl L T T.O.WALL V-&-F-TO.-- tl6'-3'WORD W ARCHl_ 44 KAL :I'-IcA It 1 14 WORD.VV AFZCHl- I'-0-, SOORL,W ARCHI q'-2" FOOTING,5rH;::DULE 8 2FOUNDATION PLAN-CLU5TER X-EC-RE55tDowS A FOeDTINO, FOOTINIO, ID TAO, 51ZE R.E,NFORCIN:5 G.G. NQTE:. 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M-1 HVAC BASEMENT FLOOR PLANS Volume: 32,436 cu.ft. M-2 HVAC FIRST & SECOND FLOOR PLANS M-3 HVAC MECHANICAL ROOF PLAN Structural Consultant Cameral O'neill Engineers 7 Thurston Avenue 117 Black Point Lane Newport, RI 02840 Portsmouth, RI 02871 CordtsenDesign.com 401.619.4689 MEP&P Consultant James A. Koppenhaver 304 Logan Avenue Wyomissing, PA 09610 CORDTSEN DESIGN ARCHITECTURE GENERA-CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEaLING GUIDELINES`_'(�ij I I IL"'I I Al . I.— -iAVI`,`,..;H :Is.I:,I',I-A 11 1 1*,1 if— I F H:—:.—'P=P—41"X�,, 1 1!1 -E I BI R PIX 6'l'41'l.K:A —'A— I ­F 1...= 1 0 A If/\G W (,I.fJ)IA6(.1 LNA 1pf P— V. LC— ll_L_'ZI_,— .7 71.� -i---!TH - I TH f---\-'.-me F A 1.Ill'. F,!F�; ci I r,.'.'7 Lt 1. 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U� .Il , •l• 1 > ` r III _ t.l 11 !Yd'I!I 11_ W Q ----` C) II, KITCHEN , ;I_,,.."i t�• :j_ �.<;•, .v) ` 1 BATH' I O ArrC AC IJ • ,. r 1 �- v j I T=e 1 _; u: - ��..._. -- ;°i W WALK-IN UJ LI \ , ` U '✓!;ram'c -�- It 1I _ 1,_ �''_ '� I G. ()•6 L `+J '1.:\I✓ III' I -�Sri�� _-�K�.` - �� It l�• = �\J I GARAGE !.i i i N > (I� I N .��.- - --- so, C L - i .,ram 2 - ---- ;� :tAUNDRY --------- ----------- I ,c30 -'3.0) � -30, N G9 BEDROOM#3cl „• r ; FOYER 6d' i I I --------------- V) TEt 1PC=D I' 1 1 rt I I J•J. S 75J CS 1 I Ci J\' Zv7�csiJ7 _ Li4V ---�{- -------------J----------_-- 1l----------------- T �— ;�•, .� , :'� '•� =fir ! - 1,1 -PLC .�.�,!_._ BLUESTONE TERRACEa3 fel r 2 SECOND FLOOR PLAN FIRST FLOOR PLAN SCCLE :1'-0• AREL'C2.C .-Y U1.aT. SC4LE 1/4'=1'-0' CL -,N, t 0 ?' 1., 8' GLRLGE: 5Jj;•,FT. I/L'-1'-0• - _3v� Q'-o K o U - oc Q °�cti .5 c C - ------ l__ a 1 1 ( ......._--_ I 1 I O 1 I jl ;I . ................................................ O I I !{ N O N i n 1 I i Q -c CL LL- 43 0 , I• i I +:is i 30 O -~ d cz ULi i f i i i V1, ) Q ' � I Y LL- G.S.a I i I I ' i i i ....... ..... ......-................. __....- LU I O L0 Lo i N 1 . V` U G N I i p _ �, I `'•�c t ti � 3� ROOF PLAN C*4 - �� SCALE k • L 0 Z' �' 8' Z7 .......... ........................................- 12 12 ...................... Q 7 Z Z w UJ CC 8 U '3 1 .................. ................. IX 0 u L) .................. ................... -J ................. °mac 7 C 7 0 0 .......... (Z) 7 0 ............... ---------i---L-i- i —i -- .. .............................................................................................. .. - ----------------- 4N 10 kT 0 SUBFLOOR T 0 SUBFLOOR R 2 .................... ...... V� r) I 2 T /=Z ,7 .........D > LU 777 T 0 SUBFLOOR T 0 SUBFLOOR Ll L CD 2 CN `3 1 1 a3.1 .�3 2,. 0 3 CD Sim CN LLJ 1 70 uj Q) a) FRONT :'ELEVATION REAR ELEVATION -+_ -0 2 0 0 T 0 SLAB SCALE:IIL."=1'-0' T 0 SLAB SCALE:Ili-"=1'-0* 0 z -.- B B cl� Ln u z LU < 0 0 1­— x Lu ce LU u LU u 4 'A ZZ, 0 '_LE VA:F-IN'S 6 FCIP LLL T-P PLAIE HEIGHTS,UNLESS 7- A:;n - .1__ I r L !:II E ,.7 SI-V FPL-MIXG,UNLESS OTHERWISE NOTED. A, A '_FL1.\j-jjj.j.'. 110 F M: 11IL',L ?xL iwTEPIOP NALL FreAmil,)C%TYPI,�/%L. (D ............................... VE L F H N,5 -7------------ .......................................................... UJ AI 0 Z "j,1')!-_1:'-i-.-OT-S 0 ti -1 T=_,RMS.%S SHOWN 01".1 ELEVATIONS 2 -.C. co -v 1� 7 if > c\4 -7 011- L, —L 2 Q\T.0 SUBFLOOR —-—-—-——-—-—-—-—-—-— —-—-—- , IJ I . . ................................................... ................- f--------I r--------i jqkTO SUBFLOOR r j ............---------L----ZI: J L-------: f 'rt'.TL FS,74Z \TO I -;Z -31 A Z-1:7 C**4 SIDE ELEVATION SCALE I/L"=1'-0" T.0 SLAB 0 B --------------------- -- ---------------------------------- ----------------------------------------- L 12 -- / .................... ..................... I �' I _ - 1 .............................. - - -- - E _ _....................._ _ ,M co rCL10 m 2'4�h T 0 SUBFLOOR 01a i I III I •) I ^� O i.�'�•-.��� + i�t i I'i I! I' I �;, i,i I i, ,, !;'j �, I��; ':i`I ! --• i--------J.. :/J�?:ice s.l_ --_ -...• It � :.� �i i �; �.� 1 �I p ,�!t It .�-- - I �I 1�!I I.i I' � I `1 I,i t it.• •�t)t :I i-_-' -- .�T.O.SUBFLOOR I; -•...-..� - --='--- --�I-t�j--��- - ---. -._ CD CN I-- - - 0 CD wV L \✓.All- � O B T 0 SLAB -- -_ ------- !' '� - O z U Ll_J Q O j t= _-\ LL_l- - - t W , 1 Q } l , 1 REAR ELEVATION w/ WALKOUT ----------- ' ' SCALE I/L'=1'-0- - ----•----------••----------..._- _ _- - - ---------- O Lo i ! I WI\= (T cc i I _ �I EA CN 0- f Iz � 2;T 0 SUBFLOOR _ ________--_J M. LL :.... _ ---- ----- T O SUBFLOOR n ; , ---- ------: t , I L_ : _J L._ _J - TI _ -S AL i I - T 0 SLAB _..._ ...-...__._..._-- SIDE ELEVATION w/ WALKOUT 2 - SCALE 1/[.' 1'0' 0 ?' L' 8' 0-000, G: Z Z W W � O W U 0 U x . `r r cc BATH i '+• BEDROOM#3 O�5 L�c,ycco r10 �� ?c�l� a to 2 T.O.SUBFLOOR T.O.SUBFLOOR G ' N 1'I i MASTER Q. ;; KITCHEN BATH FOYER LAUNDRY GARAGE . CL - i O o - i w T.O SUBFLOOR — . I T 0 SUBFLOO_.� _�It����- _- .-.._-. T 0 SLAB DOOR i:i :.! .. ._• ... - '' I ! I!i is ._... ...... ............ ._- ...\..�_.•.'_.....__.... -- - --. ------------ ---- G 1 L_— —t -II II!I III I: ._ I: :::I. .I ! ...•...• :- ,.,,. I O CN 1 O CN IT if, CD nr={_ FINISHED WALK-IN = - - -: ' UNFINISHED BATH - 11c t BASEMENT CL UTILITI - (� UJ f(i 1 V B�! T.O.SLAB III-I , T.O.SLAB z 0 O _tt� B�'' _ --_ - .o. Q U o CC) O l/--} BUILDING SECTION - BUILDING SECTION gm �- SCALE:1/' 1•-0" 2 SCALE I/!.-- I'i,' CG U Q w �, �- w U Q n I O 7 W •i-. - II� I II `. L J} ------ - HALL BEDROOM#3 - ` V Lr) 7. BEDROOM#2 N �T 0 SUBFLOOR _ SEPARATION WALL DETAIL 5 •f \=:.'_ter i SCALE 1-1/2'=1'-0- f i i\t•\r= (n 4'I SEPARATION WALL DETAIL =--\ --- - MASTER =F•�• ="•''`' '' I > SCALE 1-1/2-=1'-0' ,— I MASTER BEDROOM BATH GARAGE ��•� FZ r- T 0 SUBFLOOR -T -• _ jI { =','_!I____.:-�._3� - � � @DOOR � mC mr, -TG = �.. IR1= u -1 =� _= UNFINISHED BATH I T= �- SEPARATION WALL DETAIL 6 SCLLE I-I/2=I-0 - > - B T O SLAB U 0 ? L 3 3 BUILDING SECTION SCLLE I/L.'=1'-0' < 7�7 _j T7 A.- 10! _J x z z W IL-T C) L) ui 0 \7 77 u u ae ON DARC, C Af PORCH EAVE DETAIL MAIN RAKE DETAIL DORMER RAKE DETAIL 612 1117 -0 0 -Cf-LE SCALE 1-112'=1'-0" SCALE 1-112"=1*-0" ix _.:r 10 fi l ----- MAIN EAVE DETAIL _ _1-- _� - ---------'T ........... SCL.LE 1-112'=1'-0' A .......... -71 NOTE PRIOR TO INSTALLING SHINGLES INSTALL GRACE*ICE a WATER SHIELD"OR APPROVED EQUAL SELF-40HERED 7 0 RUBBERIZED ASPHALT SHEET UNDEPLAYMPNT AT ALL RIDGES N, v: EAVES RAKES VALLEYS HIPS ROOF-TO-WLILL 7:Z > • A--p- -:Rs A-Z Z. Lu -LL ROOF PROJECTIONS AND ENTIRE cz INTERSECTIONS AROUND 4 L ROOFS THAT ARE FLATTER THAN A 3 12 SLOPE DIRECTLY TO ROOF SHE4THIN,, INSTALL'ICE.5 WATER SHIELD'FROM THE il,7, • �\T -L''^: EDGE OF THE ROOF TO MINIMUM 2-*INSIDE THE EXTERIOR < i'2 L V.rll.RC_._ WALL LINE INSTALL PER MaNuF INSTRUCTIONS N, N,_0\ V) TZ,�,:_'LE- i _r-�-4ZA-=fA*11 A;_ PORCH EAVE DETAIL 10 SCALE 1-112'=1*-0' < CD • F.z-0 A In N- ui 41, .4 A DECK DETAIL F N C) FOUNDATION DETAIL SCALE 1-112': 1'-0' CN SCALE 1-112"=1'-0" T 12 7C) 10 9 0 { -•C^LG��, _ 1.=JL-, -'\ �^i r Gt♦ _ 1�. _.I'.A A L N, -f A F 0 ....... F LLj z 5 T 0 SUBFLOOR T 0 SUBFILOOR T.0 SUBFLOOR 2 2 2-4k < 0 _i3 0 ------*--, ==T= jll�kT 0 SUBFLOOR\ a_ 2 L1_-A L 7 Ce 5 < 0 Q 6 A �C 10 T. -31 A 5 — ------- L IPT 0 'k U A� (D LI\E_-Z FANEL5 Z T T 30A;e,� LA. U. A5 • A E:;,::;,:A f,E LLJ N, 7- ., 11:1 O _r T 0 L ::tLLI ! ( • // _ii i`� v F-00iR C0Nz_-- '�'C R, f,- I - CA L"t Lo T 0 SUBFLOOR R CN T_ T 0 SUBFLOOR 23 0 f VkT 0 SUBFLOO IkT 0 SUBFILOOR, . C%-4..... .......I V, L L r7l h: k! -7: -Z .'NA-M T-l/ _3 N, R5=ANS ^7. T J:7 -7 :�>:TA A5 0 NE_-_LA A;R 7 N r-A. e 10 H=ik\_ I - r Nt-)T 0 =ANN7,:-;:E-;; ALL 7IC10D \IF--; T (I,,I T E B= 1 7-. SH&LL Xi N,T�c T vi jN C R=_T E f, BE L :TEED T 0 SLAB B T 0 SLAB 0 S,AB —-—-—-...... B TO SLAB . A 01 ..... .....- ...... NN. A :',-:7,\'N E�:Z A N C WALL SECTION WALL SECTION WALL SECTION 4 WALL SECTION SCALE 1/2'=1'-0' SCALE-1/2- 1'-0" SCALE 112'=1'-0" SCALE 112"=1*-0" 12 % L_:7, P I I -- -.." 'I-.I---T'..---7-11._',I .' '.-, .. -7 1 ARVII'l'.Fr-::IrV-TII_,-IJ� '..[_TPE.N.J".:L_'T OF I FIV FP.�YF 1 L. 7.7. vl;,$.,.*...-rj: -:Ej;L 'I 'T -1.1:r.-Fr.T z z WINDOw R 0 HT .,:1 1 SEE EXT ELEVATIONS 0 u 0 L 7 u u G,Jw 0 M % N.2-7;;Z- T f; < X TYP. WINDOW DETAIL SCALE:1-112'=1'-0" =7-c DORMER WINDOW DETAIL SCALE 1-112'=1*-0' V1, > uj -------- --- CN4 LIJ CD T A I 5 RECESSED WINDOW DETAIL 04 SCALE 1-112'z 1'-0" 06 T 0 SUBFLOOR ,z7* V) 2 LZJ /H 0 LU TYP. EXTERIOR cdn u 6 z < WINDOW/ DOOR CASING 1 0 SCALE:1/2"=1'-0' < _k) Uj • u _j LU 3� LLJ < > 'x > --------- ------ 0 T 0 SUBFLOOR L Upw V, Z U_ L i.i �r:l- :i=. II I i I� ,: , _ I i �_�J_T-�__ _ Y UJ 0 \ IILr) 0 N T 0.SUBFLOC S H E_ r, E P_S L A T.O.SUBFLOOR j I A-1. 8 .... .. Lo p4Z-\,r 10 12 co C4 c\4 7 7-i i 70L= 7-= D_ ---------- S -3 2 (D N A L L L; C) T 0 SUBFLOOR C:F% it 0.SLAB @ DOOR u G E T I....... ...... > T 0 SLAB T.O.SLAB B -7 12 D 10 . ---- ----------------- _ ___ ..... ..... ....... -T 4,E ...... ­5 7 7 T 0 SUBFLOOR Ij 2 WALL SECTION WALL SECTION WALL SECTION S -LE I/ I'-0" SCALE 112'=1'-0' SCALE 112"=I'-0" P 8i �R A WALL SECTION SCALE.112-=1'-0" G CAMERA-041JE11 CONSULTING ENGINLtRS 4"INT'CRiOR CONCRETE ' z r-SLAB ON GRADE W/6rb NlAxiv1.4 W.W F.5LA-3 Camera O'Neill 5HRINKA5E CONTROL JOINT-� 1 v c, / CONCRETE SHALL BE PROVIDE AND a-: • ' / (PROVIDE SAWCUT JOINT C� L '.•000 p5I�tIY.W/NO IN GONG.SLAB AND FILL W/ \_ 1 A.DDEO AIR EN T oZA NMENT. INSTALL CORNER 36^ \_Z r� BARS TO MATCH I r. �^ �'�-•.i•`;f_ •. EPDXY AFTER SLAB CURES) < 51ZE AND SPACING -h7 LALLY GO�UMNS,PROVIDE AND INSTALL ti r "5?RiNGFiELD"CA?AND BASE PLATES. ,..,��,.�� ^�•y RUNHOR BAR5 OF HOR WALL CONCRETE i ILLED LALLY BE N ^•'>'.-.✓ /�,` `� 1 36• FASTEN GA. PLATS TO BEAMS rl/(4)-i/2"DIA,LAG E.;; ,• LONG REINF.E.F. COLUMN,SEE PLAN .,_ S a 'Io. '• 10 MIL.POLY.VAPORS SGn W5 AND FASTEN TO CONCRETE FOOTINGS WITH(4) PROVIDE d INSTALL SIMPSON P.T.POST, • y,f RETARDER.LAP ED6E5 s" ;'DIA.EXPANSION ANCHORS.TYP. ABUbb(OR ABU44 AT 4x4 SEE PLANS b"MIN. > ;, • tj"SHIM SPACE.COMPLETELY PACK POSTS)STANDOFF BASE d � C J FASTEN TO CONCRETE PIER W/ C7 -- WI TH N.5.&ROUT TO ACHIEVE FULL �:•'; t.•:' ,,,_� c: b"THICK COMPACTED ANCHOR ROD(5"EMBED) t o ui U - BEARING ONCE COLUMN I5 SET IN PLACE DIA.EPDXIED THREADED /;� - - 6RAVEL BASE LAYER. o W ?= J o GONG.5LAB ON - UU UNDISTURBED VIRGIN 501L T.O.SLAB EL. GRADE.SEE PLANS PERMIT SET u - OR COMPACTED GRANULAR FILL ler..)HIE w Lu CONCRETE WALL INTERSECTION 10"DIA GONGREiE 50NOTUBE (.SAWGUT 51+RINKA6E CGNT20L.i0.\TS SHALL BE PROVIDED WITHIN 12 HRS. OF SLAB PLACEMENT,AS 50ON AS CONGRE E 15 GA?ABLE OF SUPPORTING PROVIDE AND INSTALL OUTSIDE SAWGUTTING EQUIPMENT. ' CORNER BAR5 TO MATCH 51ZE AND B.O.FOOTING EL. 2 5PAGIN6 OF HOR.REINF. E PLAN SEE PLAN FOR p PROVIDE:INSTALL 2.LOCATE 5HRINKAGE r,ONTROL JOINTS A5 INDICATED ON SLAB PLAN,OR AT 36" FOOTING 51ZE AND z (3)x4 HOO<::D MAXIMUM 5PAGING OF 20 FT,O.G.IF NOT 1',0ICAT=D ON PLANS RESULTING �j REiNF0R_"E MEN T E DOWELS SHAPE SHALL NOT BE GRL=ATER T!=AN 400 5 F hOC EXCEED A 1.5 I LENGTH O TO WIDTH RATIO, 36° 3.OPTIONALLY,THE 5HRINKA6_GONTROL MAY 5U35T TUT=PRE-FFABRIGATCD PLA5TIG STRIPS INSTEAD OF 5AWGVTTI1J6.5IJBMIT GATALOG GUTS FOR &5.*EALE PICAL SECTION THROUGH INTERIOR FOOTING B.O.FOOTING APPROVAL PRIOR TO U51NG. :3/4"=1'-O" EL.SEE PLANS 4.INSTALLATION OF ALL NON-5TrRUGTURAL CONCRETE SLABS-ON-GRADE SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, PROVIDE AND --- 4 CONCRETE 50NOTUBE DETAIL,TYP. AGI-360 AND AGI-302. 2'-b"M N LAP INSTALL INSIDE (2)tt4$ENT BARS SCALE: /4=I-O CORNER BARS TO AT BOT.OF FOOT N MATGH SIZE AND INTERIOR SLAB ON 5RADE DETAIL SPACI TYP. SPACING OF HOR. STEP VARIES, Z 05CALE: -------- _ WALL REINF.E.F.NONE ' SEE PLAN O • (3'-0"MAX) " ui '.-2 b'MIN.LAP > (TYPICAL) r GONTINUO �"APA RATED WALL � � FOOTING SHEATHING,SEE GENERAL NOTES. CONCRETE WALL CORNERS j (2)tt4 GONT.AT - Ov BOT.OF FOOTING 2xb WOOD STUDS®16"O.G. m 8'MIN. (2)a5 CONT.AT UNLESS NOTED OTHERWISE. TRIPLE 2x6 SILL(P.T.ON BOT)FASTENED C) BOT.Or FOOTING TO CONCRETE WITH�" O TYP.REINFORCED CONCRETE WALL DETAILS FASTEN PLYWOOD TO ALL DIA,x 12"LONG ��1 / DOOR IAMB BEYOND PLATES WITH bd NAILS®4" HOOKED ANCHOR BOLT5 @ 45'O.G. AND N SCALE:NONE O.G.EA.PLATE,TYP. 6"(MIN)FROM BUILDING GORNER5,WALL 2a TYPICAL STEPPED FOOTING DETAIL tt4 SLAB DOWELS a 12" 36, ENDS,AND DOOR OPENINGS. C/) SCALE-3/4"=I'-O" COORDINATE SLAB EDGE O.G.®GARAGE DOOR DETAIL WITH ARCHL OPENINGS PROVIDE AND INSTALL FELT BOND J C) Oc) 24" T.0 WALL BREAKER WHERE SLAB 15 POURED Q cn DRAWINGS EL.SEE PLAN AGAINST FOOTING/WALL,TYP. L1J CONT.tt4 NOSING T.O.SLAB >• T.O.SLAB � c 0 2xb WOOD STUDS®16"O.G.UNLE55 2xb WOOD STUD5®16'O.G.UNLESS SE .SEE PLA -4- SEE OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR U 5HEARWALL SCHEDULES 5HEARWALL SCHEDULES. T.O.WALL GONG SLAB ON O Z O EL.SEE PLAN • I GONG.SLAB ON �4 CONTINUOUS BAR DOUBLE 2xb d P.T.2x10 SILL FASTENED DOUBLE 2xb d P.T.2x10 SILL FASTENED GRADE,SEE PLANS ®TOP OF WALL GRADE,SEE PLANS TO CONCRETE WITH J"DIA.x 12"LONG TO CONCRETE WITH I"DIA,x 12"LONG »4 CONTINUOUS BAR® - 8"WALL - b"WALL w J w HOOKED ANCHOR BOLTS®4b"O.G. AND HOOKED ANCHOR BOLTS®46'O.G. AND TOP OF WALL V) < �- b"(MIN)FROM BUILDING CORNERS,WALL "T4G APA RATED 6"(MIN)FROM BUILDING CORNERS,WALL 'T46 APA RATED Lu u PLYWOOD SUBFLOOR PLYWOOD SUBFLOOR CONTINUOUS CONTINUOUS ENDS,AND DOOR OPENIN�f�. ENDS,AND DOOR OPENINGS. b"TYP BEVELED 2x4 .7 BEVELED 2x4 T.O.505FLOOR T.O.5UBFLOOR TYP SHEAR KEY,TYP. EL.SEE PLAN EL.SEE PLAN SHEAR KEY,TYP. ,16 T.O.WALL _ ' T.O.WALL - v EL.SEE PLAN EL.SEE PLAN • ; in •- ,' cn ,' O O FASTEN PLYWOOD TO ALL FASTEN PLYWOOD TO ALL { PRE-ENGINEERED • •, -' ' PLATES WITH bd NAILS®4" PLATES WITH bd NAILS®4" ( FLOOR TRUSSES, B.O.FOOTING B.O.FOOTIN6 •' • _ O.G.EA.PLATE,TYP. ,. O.G.EA.PLATE,TYP. • ;) ® SEE PLANS EL.SEE PLAN EL.SEE PLAN (2)#5 CONTINUOUS (2)#5 CONTINUOUS (2)#4 CONTINUOUS (2)tt4 CONTINUOUS FOOTING SHALL BEAR ON BARS®BOTTOM OF FOOTING SHALL BEAR ON BARS a BOTTOM OF nn ll BARS®TOP OF WALL BARS 6 TOP OF WALL I'-5. I'-b' W PRE-ENGINEERED TOP CHORD _ NATURAL,UNDISTURBED FOOTING NATURAL,UNDISTURBED FOOTING BEARING FLOOR TRUSSES, SUB-GRADE OR PROPERLY 5UB-GRADE OR PROPERLY z SEE PLANS CONT.P.T.2xb LEDGER FASTENED COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. TO GONG.W/0.151"DIA.HILTI TYPE u� �[ P.T.2x6 BLOCKING BETWEEN X-U POWDER ACTUATED FASTENERS SECTION THRU GARAGE DOORS 05CALE SECTION THRU GARAGE WALLTRUSSES FASTENED TO GONG.W/ ®I6'O.G.STAGGERED.CEILING 1 w O O.I51"DIA.HILTI TYPE X-U POWDER STRAPPING SHALL BE FASTENED SCALE:3/4'=1'-O" 3/4"=I'-O" O ACTUATED FASTENERS,MIN.(2I PER TO LEDGER W/(2)bd NAILS L- BLOCK.CEILING STRAPPING SHALL BE FASTENED TO BLOCKING W/bd NAIL5 a b"O.G. APA RATED WALL 2xb WOOD STUDS 0 IV O.G.UNLESS SHEATHING,SEE NOTED OTHERWISE IN PLANS OR = u u _ GENERAL NOTES. ` 5HEARWALL SCHEDULES. (� DOUBLE 2x6 SILL(P.T.ON BOT)FASTENED FASTEN PLYWOOD TO ALL TO GONGRETE WITH J'DIA.x I6"LONG 3b' 10'WALL 10'WALL PLATES WITH 8d NAILS®4' O.G.EA.PLATE,TYP. HOOKED ANCHOR BOLT5 6 4b"O.G. AND N b"(MIN)FROM BUILDING CORNERS,WALL tt4 5LA5 DOWELS®12" O ' . ENDS,AND DOOR OPENINGS. 24 Z O.G.a TERRACE T.O.STEM GONG.SLAB ON FOUNDATION (` 'EL.SEE PLAN a) GRADE,SEE PLANS \ TO.SLAB W tt5 CONTINUOUS HORIZ. EL.SEE SLAB , �$I E BAR®TOP OF STEM T.O.SLAB . 6"STEM ; .' EL.5EE PLAN _ 1 � T.O.WALL O PROVIDE AND INSTALL FELT T.O.SHELF r OVIDE AND INSTALL FELT EL.SEE PLAN 2 GONG.SLAB ON PROVIDE AND INSTALL FELT BONA BREAKER WHERE SE PLAN • 4" BOND BREAKER WHERE GRADE.SEE PLANS BOND BREAKER WHERE CONTINUOUS 5LAB I5 POURED AGAINST GONTINUOUS 5LAB I5 POURED AGAINST SHELF 5LAB 15 POURED AGAINST (1)tt4 GONTINUO1 - b"WALL FOOTIN6/WALL,TYP. 10'�LFOOTING/WALL,TYP. BEVELED 2x4 FOOTING/WALL,TYP. BEVELED 2x4 5 CONTINUOUS HORIZ BARS®TOP OF WALL • SHEAR KEY,TYP. SHEAR KEY,TYP. tt GONG.SLAB ON GONG.SLAB ON BAR 9 TOP OF SHELF b"TYP CONTINUOUS GRADE,SEE PLANS GRADE,SEE PLANS BEVELED 2x4 IYP. TYP. CONTINUOUS SHEAR KEY,TYP. y _ BEVELED 2x4 SHEAR KEY,TYP. in • 6. O ' TYP. •, B.O.FOOTING • D.O.FOOTING • _ B.O.FOOTING • .' EL.SEE PLAN I (2)#4 CONTINUOUS EL.VARIES EL.VARIES - I'-10" (2)tt5 CONTINUOUS I'-10" (2)tt5 CONTINUOUS p FOOTING SHALL BEAR ON BAR5 a BOTTOM OF 0 SEE PLAN SEE PLAN I'-b" BARS®BOTTOM OF BARS 6 BOTTOM OF • - NATURAL,UNDISTURBED FOOTING v FOOTING v FOOTING B.O.FOOTING • SU$-GRADE OR PROPERLY FOOTING SHALL BEAR ON m FOOTING SHALL BEAR ON EL.VARIES COMPACTED 6RAVEL FILL. NATURAL,UNDISTURBED NATURAL,UNDISTURBED SEE PLAN 1'-10° (2)tt5 CONTINUOUS SUB-GRADE OR PROPERLY SUB-GRADE OR PROPERLY � SARS 9 BOTTOM OF :D COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. m FOOTING S56ALE: SECTION THRU TERRACE FOUNDATION 3/4.=1'_O„ SECTION THRU FOUNDATION-PERPENDICULAR FRAMING SECTION THRU FOUNDATION-PARALLEL FRAMING G SECTION THROUGH WALKOUT FOUNDATION 1000) 5 b SCALE:3/4"=I'-O" SCALE:3/4"=I'-0" SCALE:3/4"=1'-0" CAMERA-O'NEILL CONSULTING ENGINEERS Camera/O'Neil[ SINGLt 2x4 SALE?LATE,1"?. � �.•~ t ,• 1 i 2x4 WOOD STUDS®16"O.G. PROVIDE CONTINUOUS 2x4 s s;.e: 4�! 2x4 WOOD SPJ'DS 9 6"0....- � "RIBBON"FASTENED TO EA. •` G i -- 5HEARWALL.5EE 5HEARWALL PLANS E ` ':? Z Z••SHEARWALL.SEE SHEARYvALL PLANS FLOOR TRUSS W 12d NAILS �� �`' SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL }<'' .< ,f` %'�'� N O CK - INFORMATION INFORMATION SINGLE 2x4 SOLE T.O.Sup-FLOOR PERMIT SET U PLATE,TYP. PROVIDE CONTINUOUS 2x4 "TeG PLYWOOD COORD'INARCH. COO FI 7ING u Q 'RIBBON"FASTENED TO EA. 5URB-FLOOR. QUI NITS W FLOOR TRO55 W 12d NA L5 q" j L DWGS. PRE-ENGINEERED WOOD FLOOR TRU55E,SEE PLANS PRE-ENGINEERED WOOD x FLOOR TRU55,SEE PROVIDE 4"DIA,x b"LONG PLANS PROVIDE AND INSTALL TRIPLE 2x4 5IMP5ON 505 SCREW FASTENED STUB P05T(NOT SHOWN)BELOW ALL THROUGH DOUBLE TOP PLATE AND DOUBLE 2x4 JAMB AND POST LOGATION5 ABOVE. DOUBLE 2x4 TOP INTO PRE-ENGINEERED TRLr•5 G.G.NOTE: TOP PLATE,TYP. PLATE,TYP. BOTTOM CHORD®24"O.G. PRE-ENGINEERED WOOD FLOOR TRU55 BEARING REQUIREMENTS SHALL BE COORDINATED WITH TRUSS DESIGNER 2x4 WOOD 5TUD5®16"O.G. 2,4 WOOD STUDS&Ib"O.G. 5HEARWALL.SEE 5HEARWALL PLANS l 5HEARWALL.SEE 5HEARWALL PLANS a Z SCHEDULE FOR ADDITIONAL 56HEOULE FOR ADDITIONAL O INFORMATION INFORMATION w G'�y5EG TION THRU FRAMINGAT PARTY WALL CALE:3/4"=I'-0" O O cn N —' O o0 Q U w r� O -D i— O 2x4 WOOD 5TUD5®16"O.G. O U 5HEARWALL.SEE 5HEARWALL PLANS S 2x4 WOOD STUDS®16"O.G. Z z O SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®I&"O.G. SHEARWALL.SEE 5HEARWALL PLANS d O INFORMATION 5HEARWALL.SEE SHEARWALL PLANS e 5GHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®16"O.G. n SCHEDULE FOR ADDITIONAL INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS E u.i TRIPLE 2x4 SILL(P.T.ON BOTH FASTENED INFORMATION SCHEDULE FOR ADDITIONAL U J TRIPLE 2x4 SILL(P.T.ON DOT)FASTENED v") Q TO CONCRETE WITH J'DIA.x 12"LONG SINGLE 2xb SOLE TO CONCRETE WITH g"DIA.x 12'LONG INFORMATION Q N 0 HOOKED ANCHOR BOLTS®4&"O.G. AND PLATE,TYP. HOOKED ANCHOR BOLTS®48'O.G. AND b°(MIN)FROM BUILDING CORNERS,WALL CHORD.FIRE RATING "Tar-,APA RATED b"(MIN)FROM BUILDING CORNERS,WALL ENDS,AND DOOR OPENINGS. PLYWOOD 5UBFLOOR REQUIREMENTS W ENDS,AND DOOR OPENINGS. � ARCH'L DWGS. T.O.5UBFLOOR O EL.SEE PLAN PROVIDE AND INSTALL FELT BOND T.O.WALL 1 T.O.WALL BREAKER WHERE SLAB 15 POURED 11111PEL.SEE PLAN I EL.SEE PLAN I I AGAINST FOOTING/WALL,TYP. i I 1 / .�. •I' .`:I' '.�..' � T.O.SLAB ® r-' W t (2)#4 CONTINUOUS CONC.SLAB ON (2)#5 CONTINUOUS PRE-ENGINEERED TOP CHORD BARS®TOP OF WALL GRADE,SEE PLANS SEARING FLOOR TRU55E5, 10"WALL H BARS®TOP OF WALL ' SEE PLANS CONTINUOUS O Lo P.T.2x4 SILL FASTENED TO CONCRETE b" —� WITH g'DIA.x 12"LONG HOOKED ANCHOR .. •• BEVELED 2x4 Lo SHEAR KEY,TYP. ' BOLTS®45"O.G. AND 6"(MIN)FROM TYP. BUILDING CORNERS,WALL ENDS,AND -j DOOR OPENING5. `� N nn W •. _ B.O.FOOTING — N NV EL.SEE PLAN (2)#4 CONTINUOUS W FOOTING SHALL BEAR ON I'-10" BARS®BOTTOM OF CAI NATURAL,UNDISTURBED FOOTING r- 10'WALL 5UB-6RADE OR PROPERLY COMPACTED GRAVEL FILL. nn,, THRU GARAGE AT PARTY WALL W 0,5,ECTION ALE:3/4"=1'-O" CONTINUOUS PROVIDE AND INSTALL FELT BEVELED 2x4 BOND BREAKER WHERE 5}{E/� Y Np SLAB 15 POURED AGAINST FOOTING/WAH,TYP. TYP. GONG.SLAB ON GRADE.SEE PLANS B.O.FOOTING IRPEL.VARIES SEE PLAN 2'-0" (2)#5 CONTINUOUS BARS®BOTTOM OF v FOOTING FOOTING SHALL BEAR ON NATURAL,UNDISTURBED CD 506-6RADE OR PROPERLY COMPACTED GRAVEL FILL. 0'�SECTION THRU FOUNDATION AT PARTY WALL SCALE:3/4"=I'-O" C4=0 CAMERA-O'NEILL F�w CONSULTING ENGINLERS Camera/O'Neill 9 y GENERAL NOTES; 6.,DN�R_ NOTES: 5TRUCTURAL LLRISER,EI`45NEEREO LLHSER: ..........., V No 1.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL 1.!�.L FOOTN'6 AND AALL 4,:-HA_HAVE A 10"7REFI,-51VE STRENGTH OF NOT LESS THAN 4000 P51 AT 2b 1.ALL MATERIAL AND NORKMAN15flirl SHALL BE IN'ACCOROANCE N11TH T14E LATEST EDITION OF'TIMZR�,ON157RV_TION DIMENSIONS,ELEVATIONS,6RAPES,IMPLIED LOCATIONS,AND SIZES PAT'S t`__N-eRA1NEP AIR CONMENT BETNE�_:N 4 5%AND 15�)) 5TANDARL�,5'OF THE AMERICAN IN5TITUT`E OF TIMBER CONSTRUCTION AID T�E NATIONAL DE515N 5HOMQN STRUCTURAL DRAHIWzp5 HITH EXISTING FIELD CONDITIONS 5TRE55-C-R,40E LUYIBER A.ND ITS A5TENIN&5'OF THE NATIONAL FOREST PRODUCT5 ASSOCIATION. ANO ALL CONSULTANT DRAWINGS AND REPORTS INCLUDIN6 2.ALL INT­`:R;OR SLA5C�ONCRETE TOPPING SHALL HAVE A r�Ot-PR_P55IVF 5TRENE-7iH OF NOT LESS THAN 3000 P51 AT -5 AN 6..1, T. -C,HN!C,AL REPORT. 18 DA'1'5 k10 CONTAIN NO A!R ENTRAINMENT 2.THE MINIMUM SPADE .V C)E VALIJES R-r-QUIRED FOR C�ONN/ENTIORAL.5TRUCTURAL LUM!15ER SHA-L 5E e ? 5EOTr_ uj z z W 5nio5:CON5TRiy_rIrN GRADE 5PRUCE-PINE-FIP.FC=IoOO PSI.E=1-300.000 P51 2.ALL SIGNIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR 5LAB CONCRETE SHALL WAVE__A COMPRZ-54,1VE 5TRENOTH OF NOi LESS THAN 4000 PSI AT 2b DAYS JI0I5T5/RAFTER5/BE.AM5.SPRUCE-PINE-FIR NO.2.FB=5'15 P151,==1.400.000 P51 M THE ARCHITECT OF REWRO. (-ENTRAINED AIR GONTENT BED-EEN 4 5%A�-0 1%). PRESSURE TREATED LUMBER:500HERN PINE NO.1.E=1,400.000 P51 0 Lu U cc -f-N51ON5.ELEVATIONS.SHELVES,BE 3 ALL DII` -AM POCKETS. A ALL SONCRETE SHALL'CONTAIN AN APPROVED HATEER-REDUCIN&ADM,XTURE. 3.ALL EXTERIOR HALL STUDS SHALL BE AT LEAST 2xb 0 16'O.C.UNLE-55 NOTED OTHERNISE.FURTHERMORE ALL HALL 0 CUT-OUT5,UNDERC7ROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND 5TV05 ADJACENTi TO 5T-=!:L COLUMNS SHALL BE FA5TENEED TO FACE OF COLLIVV NTH HILn x-u Povor-R DRIVEN ALL OTHER ITEMS 544AJ-L BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOLFR(4)CONCRETE T-=5T5 CYLINDERS SHALL BE TAKEN 5Y AN IN]DEPENDENT COW-R-=T-=TESTING LAB ON Ib"0.1- U u OEOTECHNICAL,MECRANICAL,ARCHITECTURAL AND ALL OTHER EACH DA'HiENCOM:�RETE PLACEVENT EXCEEDS 5 C1811-fARDS.ONE CYL1NPE SHALL 15��BROKEN AT I DAYS,THO PERMIT SET TRADE5'PR.AWIN?_=6 PRIOR TO CONSTRXTION. AT 2b:;)AY5,AND ONE AT 56 DAYS A COPY OF ALL TEST REPORTS SHALL BEE FILED HITH THE ARGHITECT OF RECORD 4.ALL MULTIPLE MEMBER BEAM15 AND HEADER.5 SHALL BE SUPPORTED ON NOT LESS THAN AN EQUAL WFIDER OF 5-b'D5 (OPE INFORMATION AND DESIGN LOAQ5(EX(EPT AS NOTEPJ: -5.k-O(,ALr-IIJM CHLORIDE SHALL BE USED IN ANY CONCRETE AT EACH ENE).UN_1E55 NIOT50 OTHERA15E BUILDING CODE:INTERRATIORAL BUILDING WOE ABC),2015 EDITION BE J13M ACH 0 5.HOOD GOLUMN5 MADE HITH THREE OR MORE HOOD STV055HALL BE RAILED TC)t5ETHER NITH 16P NAILS NAIL RELATED REFERENCE:A5eE 1-10 j.A COW-RETE M!X DE-515N 50MIT7AL(5 OPIE5)SHALL -_5 ITTED FOR APPROVAL FOR E TYPE F SPACING 5RALL 13E IN 2 ROWS.SPACED 8�'O.C.FROM E30TH 5IOE5 5TA&5ERED 4"APART. C1DNC'P_ETE Vc5ED 014 51 TE.MIX DE515N 5Jr_-MI-il AL SHALL 1W.-I-LDE H15TORII-AL BREAK DATA FOR EACH MIX OF OPENINGS SHALL HAVE NOT LE55 THAN OIC: C-x_-KIERAL NOTE5 fEE-EN61KEERED WOOD TRU5-;E5: FLOOR LIVE LOA05: CIONCRE-1-- 6.UNLE55 OTHEPN5E NOtED.ALL EXTE JACK 5T11)AND-,N0 9ULL 1.HOOD T`Rjlt-6�_ SHALL N_DESIGNED PER THE'DE515N 5PECIFICATION FOR METAL PLATE CONNECTED HOOD RE51DENTIAL HEIGHT 5TUD5 AT EACH 51DE OF THE OPENING.ALL INTERIOR BEARING HALL OPENINGS SHALL HAVE NOT LESS THAN TRUSSES%P101-15HED BY T�+E-TR1f_6 PLATE INSTITUTE. PRIVATE ROOMS 4 CORRIOOR5 SERVING THEM:40 P5F Co.ALL RENFORCINO 5AR5 SHALL BE A5TM. A-615&RADE&0 UNLES5 NOTED OTHERN15E. TV40 JACK STUDS,AND ONE FULL H=-1:5HT SIM AT EACH SIDE OF T14E OF7t-:NIW.-7 UNLESS NOTED OTHERH15E PUBLIC ROOMS a CORRIDORS SERVING THEM:100 P5F 1-:&ENEIZA-1 CON-IRACTOR 911ALL S-i,51-11 T SHOP DRANIN:56 TO 71HE AR-1HITE-CT OF REC/,)RD FOR ARCHI TECTURAL AND 1.ALL CONVENTIONAL LUMBER ROOF RAF-i-tR5SHALL HAVE A SIMPSON UPLIFT AN(F+0R AT EACH 5EARN16 LOCATION 2.ALL ROOF TRUSSES AND OVERHANGIN!5 HOOD MEMBERS SHALL BE HELD DOM HITH UPLIFT ANCHORS PER 5NON AND ROOF LOAO5/FACTORS- ENOINEER N,3 REVE-EN.SHOP ORAAM55 SHALL 5E REVIEWED N10 APPROVED BY T�E GENERAL CONTRACTOR PRIOR TO USE 5IMP50N L55U 5KE;+_E0 AND/OR 51-OPED HANGE-Rt7 AT EACH RAF-it-R AS REQUIRED.PROVIDE AND INSTALL MIJ55 MANUFAt-TUR-ER-)REQUIREMENTS. MIN.ROOF LIVE LOAD:20 F15F 9F5MIT7IN6 TO ARCHITECT.SHOP DRAWING 56MITTAL 9iALL DEPICT REBAR LAYOUT,MATERIALS,LENOTH5,LAPS, GA.RIDGE STRAPS,(10&0 NAILS)AT ALL C�ONVENTIONAL FZAFTER PAIRS(OR APPROVED 5U515TITUTION). 3.HOOD M)SS FABRICATOR SHALL SIJBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP 6ROUND SNOW LOAD(Pc�:30 P5F 5ENI�,DETAL5.ETS. b.FLUSH FRAMING SHALL BE SUPPORTED BY joi5r HANGERS DESIGNED FOR Tif-R.11-i-C-APACITY OF P+E_z0:1PORTEP ORAININC6 BEARING SEAL AND 510NATIRE OF TI�E DE515M PROFESSIONAL ENGINEER,REGISTERED IN TIE STATE FLAT ROOF SNOW LOAD(Pf):30 P5F 10.ALL REINFORCIN5 BAR 5PLICE-5 SHALL CONFORM TO REQUIREMENTS OF ACI 31b,BUT IN NO CASE SHALL THEY BE MEMBER. OF NEW YORK.SHOP DFZAHIW-75 SHALL BE REVIENED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO 5NOK LOAD IMPORTANCE FACTOR(is):1.0 5UBMIrTIW-7 TO ARCHITECT.SHOP ORAHINe5 94ALL IW-LUDE BUT ARE NOT LIMITED TO:TRIJ55 LAYOUT PLAN; 5NOH EXP05URE FACTOR(C.--):1.0 LE-55 T14AN 7-0"OR 4bxPIA. q.PROVIDE AND INSTALL DOUBLE FLOOR J015T5 OR PROPERLY DESIGNED TRU55ES UNDER ALL PARTITIONS RUNNING TRUS5 Of-TAIL SHEETS 5HOHIN&CONFIGURATION,DIMENSIONS.LOADS,MEMBER SIZES AND GRADES,MEMBER THERMAL FACTOR(6t):ID 11 ALL kiELDED WIRE FABRIC SHALL CONFORM TO A5TM A-05.rj=60<51 PARALLEL TO SPAIN.DOU13LE 2X 1,-MO SLEEPERS REQUIRED TO AL16N FLOOR ELEVATIONS THAT RLN PARALLEL TO FORCES.WNNECTION PLATE SIZES,PERMANENT BRW-IN(5 REQUIREMENTS,TRL155 CONNECTION HANGERS FOR PARTITIONS. FLUSH FRAMING,TEMPORARY BRACING REGUIREMENT5,UPLIFT ANcHoRA6E HARDHARE(SPECIFIED BY TRL65 6EOTr zCHNICAL FACTOR5: 12.ALL HELDED HIRE FABRIC SHALL BE LAPPED THO(2)FULL MESH PANELS AT 51DE5 AND ENDS AND BE 5ECJJRELY DE-516NER),ETC. FR05T DEPTH:3'-b" HIRED TOGETHER. 10.ALL HOOD IN CONTACT HITH CONCRETE OR MA50NRY SHALL 13E PRESSURE TREATED HITH PRE5ERVATIVE. A-55UMED 501L BEARING CAPACITY:SEE'FOUNDATION NOTES"IT 15 ASSUMED THAT 4.TRU%DE51&�IER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING CODE AND ALL THE 50ILS SUPPORTING THIS CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE 13.5EE ARCHITECTURAL ORAHIN�5 FOR TYPE AID LOCATION OF ALL FLOOR FINISHES.FLOOR DEPRESSIONS AID GUT 11.EXTERIOR HALL 5HEATHIN5 SHALL BE MINIMUM 15/32 APA 5TRLk_'TURAL I RATED SHEATHING.�*HUBER"ZIP'SYSTEM 15 FURTHER REGUIREI-IENT5 INCLUDED IN THE 5TRUCTURAL AND ARCHITECTURAL WNTRACT DOCUMENTS.ADDITIONAL PROP05ED BUILDING(WITH THE 5PEGIFIEV FOUNDATION ELEMENTS).SIDEWALKS,AND CUTS. PERMITTED,'ZIP-R"INSULATED PANELS ARE 5PEGIFICALLr PROHIBITED.SHEATHING 94ALL BE NAILED HITH 5d NAILS REGUIREtIENT5 MAY INCLUDE.13UT ARE NOT LIMITED TO ADDITIONAL DESIGN LOAE6 DUE TO HIND AND/OR EARTHQUAKE,SNOW DRIFTING.POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING MEMBERS, v') PAVEMENTS HITHOUT ADVERSE AFFECT5 DUE TO SETTLEMENT,DIFFERENTIAL NOT LESS THAN b*OL.ON ALL PANEL EDGES.ALL HALL HORIZONTAL PANEL E06E5 MUST BE BLOCKED AND NAILED SPECIAL TOP CHORD SLOPE REOUIREHENT5 FOR DRAINAGE.ETC.T`R1)55 IDE-51644ER SHALL CAREFUH Y z SETTLEMENT,BUOYANCY,ETC.THE DEVELOPER,GENERAL.CONTRACTOR,AND/OR 14.COOROINATE ALL FOUNDATION PENETRATIONS HITH ARCHI-t�CT.PLUMBINO.MECHANICAL.El ECTRICAL CONTRACTORS HITHIN 4&*OF BUILDING CORNERS.SHEATHING PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS OWNERS 5RALL RETAIN THE SERVICES OF A QUALIFIED 6PEOTECHNICAL EN61NEER TO AND LOWCAL AGENCIES. (CENTERED ON FLOOR S'(STEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FROM ROOF.TO FOUNDATION COORDINATE ALL LOADS DUE TO MECHANICAL EQUIPMENT AND PLUI-SING FIXTURES.INCLUDING BUT NOT LIMITED 0 TEST AID EVALUATE THE SITE IN,AROUND,AID BELOH THE BUILDIN65 FOOTPRINT TO TO TUB5,5HOKER UNITS.HITH THE 67.6..ARGHITEGT.AND MECHANIGAL DESIGN. �n_ VERIFY THESE A55UMP`TION5 AND PROVIDE A 6EOTECHNICAL EN61NEERINCY REPORT. > 15 ALL CONCRE-TE_SHALL BE DETAILED,FORMED,HANDLED,PLACED,AND PROTECTED IN AC-CORDANCE WITH 12.SUB-FLOORIN6 SHALL BE 3/4"TONGUE 4 GROOVE APA STRUCTURAL I RATED SHEATHING EXPOSURE I UNLE56 uj PROCEDURES AND GUIDELINES PRESCRIBED IN THE LATEST EDITION OF*BUILDING CODE REQUIREMENTS FOR NOTED OTHEPH15E.FASTEN%6-FLOOR TO 5UPPORTINIG,FRAMING WITH INDUSTRY STANDARD 5U5-FLOOR 5.DEAD LOADS: WIND FACTORS 0 _TURE-5,AC 301, ROOF TRLI`55 TOP CHORD DEAD LOAD:10 P5F R15<CATE5ORY 11 REINFORCED CONCRETE'ACI-315,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRY I- ADHESIVE AND&d NAILS o 6"O.C. ROOF TRUSS BOTTOM CHORD DEAD LOAD:10 P`5F BASIC HIND SPEED(V):130 MPH AND Ar-1-305130(o GUIDES FOR HOT/601-0 HEATHER CONCRETING. 15.ROOF 9-1EATHIN6 ON FLAT ROOFS SHALL BE MINI"J'T45 APA 5TRUCTURAL I RATED SHEATHING. FLOOR TRU55 TOP CHORD DEAD LOAD:15 P5F EXPOSURE CATE60RY:B I&.6.r-.54­IALL COORDIRATE ALL CONCRETE FINISHES,WITH ARCHITECT OF RECORD. ALL CONCRETE THAT SHALL FLOOR TPJJ55 13OT-TOM C44ORD DEAD LOAD:10 PSF TOP06RAPHIC FACTOR(kzt):1.0 BE CONSIDERED ARCHITECTURALLY EXP05ED SHALL 13E POURED AND FIN15HED IN A MANNER HHIGH V41LL 14.ROOF SHEATHING ON NON-CURVED 5LOPINC7 FRAMING SHALL BE MINIMUM 51b"T46 APA STRUCTURAL I RATED 6.TRU55 DESIGNER SHALL DE-516N,MAN.FACTLIRE,AND FURN15H ALL FLOOR TRLF-15ES HHICH MEET A LIVE LOAD ENCLOSURE CLA551FICATION:ENCLOSED PRODUGE THE DE51RED ARCHITECTURAL FINISH.rz,.r-.SHALL COORDINATE THE CONCRETE MIX DESIGN(I.E.SELF SHEATHING. DET-LECTION CRITERIA OF U600 AND ALL ROOF TRU%ES MICH MEET A TOTAL LOAD DEFLECTION CRITERIA OF INTERNAL PRESSURE COEFF 6CpI:tO.I&(ENCLOSED BLD6) CON50LIDATINC7 WNC RETE),REBAR PLACEMENT,AID METHODS OF VIBRATION TO PRODUCE A FUH Y Q SALIENT CORNER DISTANCE:b-O* CON50LII?ATFD CONCRETE POUR FREE OF V0105 AND/OR"HONEY-COMBINCF. 15.ROOF 94EATHI%ON FLAT ROOF-5 AND NON-CURVEP SLOPING FRAMIN65HALL BE RAILED WITH bd NAILS NOT THE LESSER OF%'*OR L/360 UNLE55 SPECIFICALLY APPROVED OTHERH15E. V) CN ROOF PITCH:2-1-45 DEGREES MORE THAN 6"O.G.ON ALL SUPPORTED PANEL EDGES.NAILS SHALL BE SPACED 4'O.C.IN AREAS HI THIN 4b"OF 1.HOOD TRUSS ERECTOR SHALL 13E REWON51BLE FOR DESIGN AND INSTALLATION OF ALL TEMPORARY ui C-) COMPONENTS AND CLADDING:UNFACTORED HIND LOADS 17.GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-HORK,REBAR PLACEMENT,CONCRETE MIX RIDGES,HIP5,RAKES,AND EAVES. ERECTION BRACING. CN ZOKE5 1,2 1 3 ROOF WIND PRE-55LRE-5 DESIGN.AND CONCRETE PLACEMENT To ENSURE ACCURATE AND COMPLETE CONCRETIE DISTRIBUTION 0 TRIB AREA ZONE I(FIELD) ZONE 2(EOC-yE) ZONE 3(CORNER) THROUGHOUT.ALL PRECAUTIONS.SHALL BE TAKEN TO AVOID"HONEYCOMBINO'AND VOIDS IN CONCRETE 16.ROOF 5HEATHINC7 ON CURVED FRAMING MEMBER5 SHALL BE THREE LAYERS OF J-APA RATED PLYWooc> b.TRJ55 5PAf_IW5 SHOWN IN STRUCTURAL ENGINEERING PLANS ARE FOR REFERENCE ONLY.GENERAL 10 5F 30.4 P5F 35.6 p5F 35.6 P5F FOUNDATION.TECHNIQUES.SUCH AS PRE-STA61N5 CONCRETE VIBRATORS IN GON&ESTEV AREAS,MODIFIED SHEATHING WITH END AND SIDE"NT5 5TAC76ERED BETWEEN SUCCESSIVE-LAYERS.EA_CH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TRU%SHOP DRAWINC75 FOR ACTUAL TR.)95 LAYOUT AND SPACING z 20 5F 213A P5F 34D P5F 34D P5F CONCRETE MIX X-516NI5 TO PROI-10TE COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE SUPPORTING FRAMING P41TH&d RINK-5HANK NAILS a 12'OC.ALL NAILS SHALL BE (FOR 130TH BIDDING AND CONSTRUCTION PURPOSES). 0 co 50 SF 2(ob P5F 32D P5F 32D P5F CONTRACTOR'5 DISCRETION. STAGGERED BETWEEN NAIL5 FROM SUCCESSIVE LAYERS. u 100 sr- 252 P5F 30.4 P5F 30.4 P5F < Ln 0.CONCRETE VOIO,5 AND EXCESSIVE"HONEY-COMBINO"SHALL BE DOCAJMENTED AND REPORTED TO THE 11.50LID BLOCKIN6 SHALL BE PROVIDED AT R105E5 AID EAVES TO SUPPORT AND FASTEN PANEL EO5E5 IN Q:f 0 ZONES 4 a 5 HALL WIND PRE59JRE-5 ARCHITECT OF RECORD FOR ANALY515 AID PREPARATION OF A REPAIR METHOD. PAR61NO,DRY-PACKING,AND ALL GIRCJUM5TANCE5 FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR Lij 4_ 0 TRI5 AREA ZONE 4(FIELD) ZONE 5(CORNER) 'FLOATIN6*THE ADJACENT 51-AS TO FILL V0105 ARE UN-AGGEPTABLE METHODS,OF REPAIR FOR FILLING CONTINUOUS PANEL EDGE SUPPORT AND FASTENING. z _+_ _+_ 10 5F 33.0 P5F 40.1 P5F SIGNIFICANT VOIDS. Lu 0 U 20 5F 31b FSF 3&D P5F 16.ENC71NEERED LUMBER SUPPLIER SHALL 5UBMIT TO THE ENGINEER OF RECORD FOP,APPROVAL.SHOP z _z 0 50 5F 2qD FSF 343 PSF 5TFXCTURAL STEEL NOTES: DRAWINGS FOR ALL EN61NEERED LUMBER AID I-JO15T5.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED 0 100 5F 25.4 PSF 31b P5F 1.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE A15C 5PECIFICATION5 AND WOES, TO:FRAMING LAYOUT PLAN,MEMBER 51ZE-5,NAILING PAT-TERN5 FOR MULTIPLE MEMBERS,BEARING LENGTHS, 500 5F 25.2 P5F 25.2 P`5F LATEST EDITION. CONNEGTION HANGERS,BLOGKIN6,13RIVOIN0.AND SMASH BLOCKS. 2.ALL WIDE FLAW-YE SECTION STRUCTURAL BEAMS(W)SHALL BE A5TM Aqq2 FY=50 K51.BASE PLATES. 1q.LAMINATED VENEER LUMBER(LVL),LAMINATED STRAtO LUMBER(L5L),AND PARALLEL STRAND LUMBER(PSL)5HALL U uj FOUNDATION NOTES: LI) < CHANNELS,ANGLES,AND MISC.5TFIJGTURAL STEEL SHALL BE A5TM A 36,FY=36 KSI.ALL SWARE AND BE VER5A-LAM BY E3015E CASCADE OR EQUAL. uj u < 1.ALL 501L CONTAINING ORGANIC OR UNSUITABLE BEARIN67 MATERIAL SHALL 13E RECTANGULAR HOLLOW STRUCTURAL 5ECTION5(H55)SHALL BE A5TM A-500 GRADE 5 FY MINIMUM 46 K51 20.LVL AND P5L BEAMS SHALL RAVE TPE FOLLOHIN6 MINIMUM PROPERTIES:F5=3100 PSI,FT 2150 P51.FC 750 CLEARED FROM THE BUILDING FOOTPRINT. 3.ALL ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO THE REQUIREMENTS OF A5TM F1554 AND P51 F-C,=3000 P51.FV= 255 P51.E=2DO0000 P51 2.ALL SOIL SUPPORTED FOOTING6 SHALL BE FOUNDIED UPON COMPACTED NATURAL A301. 21.P5L CC)LU?,N5/P05T5 SHALL HAVE THE FOLLOV41MG MINIMUM PROPERTIES.F13=2650 PSI,FT 1650 P51,FC, -150 5066RAIDE OR GOMPAGTED BANK RUN GRAVEL FILL P41TH A BEARING CAPAGITY OF 4.ALL BOLTS,NUTS AID KA5HER5 SHALL CONFORM TO THE REQUIREMENTS OF A5TM A 325 FOR 3/4*DIAMETER P51 FC=3000 PSI,FV= 285 P51,E=1,100.000 P-31 AT LEAST 3000 P5F.GC SHALL BE RESPONSIBLE FOR DETERMINING THE SITE'S HIGH STRENGTH BOLT5 UNLESS NOTED OTHERWISE. 5UITABILIT*1r TO SUPPORT THE BUILDING.FURTHERMORE,THE 6.C.SHALL BE 22.LVL15 AND P`51_15 SHALL 13E FREE OF FINGER JOINTS,SCARF JOINTS OR MEC44MICAL CONNECTIONS FOR THE FULL 0 RE5P0N5IBLE FOR CON5TRUCTIN6 TH15 BUILDING AND SURROUNDING 51TE/506RADE 5.ALL WELDING ELECTRODES SHALL BE E'7OXX. LENGTH OF THE MEMBER. >_ IN 5TRJCT ACCORDANCE WITH TH15 REQUIREMENT. b.ALL HELDIN65 SHALL BE DONE BY CERTIFIED HE-LDER5 AND SHALL CONFORM TO THE AH5'GODE FOR ARC 23.ADHESIVE USED SHALL BE WATERPROOF,MEETING THE REGUIREMENT5 OF ASTM 0-255q-16. z 3.BEDROCK/LEDGE SHALL BE EXCAVATED A MINIKH OF 4"BELOW BOTTOM OF AND 6A5 WELDING IN 13UILDIW-7 CONSTRUCTION%LATEST EDITION. FOOTING,ELEVATION AID COVERED NTH A LAYER OF COWACTED GRAVEL. 24.ALL SIMPSON CONNECTORS(HANGERS.STRAPS.UPLIFT GONNECTOR5,P05T CAPS.ECTJ SHALL 13E COATED HITH (D 1.NO CONNECTION SHALL WN515T OF LE55 THAN THO 314"DIAMETER BOLTS OR WELDS DEVELOPING A MINIMUM Z-MAX WRRO51ON RESISTANCE OR APPROVED SUBSTITUTE. 4.A MODIFIED PROCTOR TEST SHALL BE PERFORIIED BY A SOILS TESTING LA13 ON OF 10,000 POUNDS UNLE55 NOTED OTHERH15E. EACH rT*PE OF SOIL TO 13E COMPACTED. 25.ALL FA5TENER5 IN WNTACT HITH PRE-551LIRE-TREATED LUMBER SHALL BE CERTIFIED FOR USE HITH THE b.ALL FILLET WELDS SHALL BE A MINIKIM OF 1/4"UNLE55 NOTED OTHERWISE. PRESERVATIVE TREATMENT USED. 5.SOIL SHALL BE COMPACTED TO NOT LE55 THAN CIA OF MAXIMUM DRY DENSITY PER ASTM 01551 IN LIFTS NOT To EXCEED 6'L005E DEPTH. q.ALL HELOS SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION WELDS SHALL BE IN5PEGTEE)BY 26.ALL FASTENERS EXP05ED TO MOISTURE.EXPECTED WNDEN5ATION,PRESSURE TREATED LUMBER,AND/OR THE ULTRA-50NIC TESTING. HEATI-ER SHALL BE MADE FROM NON-CORRO51VE MATERIALS OR COATED HITH AN APPROVED ANTI-WRR05IVE UJ 0 b.FIELD DEW54TY TESTS SHALL BE PERFORMED BY AN INDEPENDENT 50ILS TESTING LA13 TO VERIFY COMPACTION.A COPY OF ALL TEST REPORTS SHALL BE FILED HITH THE COMING,CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. 0 10.AN INDEPENDENT STEEL TESTING AGENCY 94ALL PERFORM ALL ULTRASONIC INSPECTION AND TESTING.THE Lo ARCHITECT OF RECORD. STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL KORK TO ALLOW THE ABOVE TESTING 21.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RESIST UPLIFT LOADS P41TH 5IMP50N PC,/EPC REGUIREMENT5 TO BE COMPLETED.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARGHITEGT. P05T CAPS,AND 45"LONG 04LE%OTHERWISE NOTED)SIMP50N 206A COIL STRAPS.STRAPS SHALL BE 1.BACKFILL 5YMMETRJICALLYA6AINST ALL FOUNDATION HALLS IN INCRE1,1ENT5 NOT TO EXCEED 2 FEET MAXIMUM DIFFERENTIAL. CENTERED OVER THE TOP OF THE BEAM AND BENT DOM ALONC7130TH SIOE5 OF POST.FA5TEN STRAPS WITH It.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND 100 NAILS THROUGH ALL AVAILABLE NAIL HOLES. (D SEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. b.SEE PLUMBING AND ELECTRICAL DRAHIN66 FOR UNDER FLOOR SYSTEMS AND SPEGIAL GRANULAR FILL MATERIAL REQUIREMENTS. 12.AFTER FABRIC-ATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED.SHALL 13E GLEAW-D OF ALL RUST.L005E 2b.ALL CEILING FRAMI%(INCLUDINS TRU55 130TTOM CHORD5)ADJACENT TO EXTERIOR WALLS SHALL BE U-) FRAMEID IN ORDER TO BRACE THE EXTERIOR KALL5 AGAINST LATERAL MOVEMENTS.COORDINATE ALL CEILIN6 q.NO FOOTIN65 OR 5LA55 SHALL BE POURED INTO OR AGAINST SUB6RADE CONTAINING miLL 5c-ALE AND OTHER FOREIGN MATERIAL.5 AND RECEIVE ONE COAT OF APPROVED PRIMER PAINT.REFER TO FRAMING WITH ARCHITECT OF RECORD. ARCHITECTURAL DRANi%5 AND SPECIFICATIONS FOR FIN15H PAINTS AND APPEARANCES. FREE WATER OR ICE. 2q.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER.PROVIDE a INSTALL D, 10.ALL a_AB5-ON-6RADE SHALL 13E PLACED ON A LAYER OF COMPACTED FINE 13.PROVIDE a INSTALL J*FULLY WELDED AID FITTED HEB 5TIFFENER5 BOTH SIDES,AT ALL BEARING 4 POINT CONTINUOUS 2X5 CLEAT FASTENED THROUGH 5HEATHIN5 AND INTO EACH ROOF RAFTER WITH(2)JftIO DECKING C-� GRANULAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER.COORDINATE ADDITIONAL LOAD LOCATION55 ALONG STEEL WIDE FLANGES UNLESS NOTED OTHERN5E SCREH5.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)Ibd TOE-NAILS AND SINGLE 910 DECKING7 SCREW 5UBGRADE PREPARATION REGUIRD-ENT5 HITH CIVIL AND/OR 650TECHNICAL ENGINEERS 14.CAJT5.HOLES,OPENINGS,ETC,.REQUIRED IN STRUCTURAL STEEL MEM13ERS FOR T14E WORK OF OTHER TRADES THROUGH TOP OF RAFTER. OF RECORD. 91ALL BE SHOWN ON SHOP DRANN&5 FOR 5T`R1)r_TUR.AL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF 30.PROVIDE AND INSTALL HORIZONTAL 4'xb'PLYWOOD PANEL CENTERED ON THE PRE-ENOINEERED HOOD RIM TRUSS, 11.FORGES DUE TO HYDROSTATIC PRESSURE HAVE NOT 13EEN CONSIDERED IN THE HOLES OR CUT5 IN STRLICTUR-AL STEEL MEFIBER5 IN THE FIELD HILL NOT 13E PERMITTED EXCEPT BY HRITTEN THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM or-ALL UPPER FLOOR 5TV05 HITH bd NAILS 0 6"O.C, DE-516N OF THE FOUNDATION FOR THIS STRUCTURE.IT 15 THE RE5PON5IBILIrY`OF THE PERMISSION FROM THE STRUCTURAL ENGINEER OF RECORD. (3 NAILS PER STIV).PLrHOOP PANEL 94ALL BE FASTENED TO THE PRE-ENI57INEERED HOOD RIM TRUSS TOP CHORDS. GENERAL GONTRACTOR/OMER TO CONFIRM HITH A&EOTECHNICAL ENGINEER,CIVIL 130TTOM C HORD5,AND RIBBON JOISTS H/bd NAIL5 @ 6'O.C.AND TO THE TRUSS VERTICAL MEMBERS WITH bd NAILS ENGINEER,OR OTHER GUALIFIED DES16M PROFESSIONAL TO ENSURE HYDROSTATIC 15.GENERAL CONTRAC TOR SHALL SUBMIT SHOP ORAHIN65 TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL 6'O.C.(3 NAILS PEP VERTI(AL MEMBM.THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOHER FORC,E5 00 NOT EXIST. AID ENGINEERING REVIEH.SHOP ORANNe5 SHALL 13E RE'05,1ED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO 50MITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUP5 HITH 6d RAILS 0 6'O.C.(3 NAIL5 PER STUD).ALL 50LE PLATES AND TOP PLATE5 SHALL 13E RAILED HITH 12.ALL PAMP-PROOFIN6,KATER-PROOFIN6,SUBSURFACE DRAINAGE SHALL BE THE MATERIALS.LEW5TH5.CA)T5.5TIFFENER5.CONNECTIONS.DETAILS,ANCHOR BOLTS,LEVELING PLATES,EMBEDDED bd NAILS o 6'O.0 qqEXr-EFITION:PLYWOOD PANEL SHALL BE FASTENED To EVERY FULL HEIGHT KING STUD AND JACK RESPON51BILITY OF OTHERS. ITEMS,ETC,. STUD AT ALL HINDOH AND DOOR LOCATIONS HITH(15)bd NAILS(5 EACH KING AND JACK) z co PROVIDE 51MPc��N PC(iZ COLUt•-M CAP AT ALL DECK Po5r5 � CONSULTING 01JE11 L ALL DEGK BEAMS SHALL BE ENGINEERS 0-010, PROVIDE 51NP50N H25A FASTENED TO POSTS TO ::.,,I c._.,<,••:,_C•:•.•c 0 UPLIFT ANCHORS AT EA. J 0 RE515T UPLIFT WITH SIMPYN +] 0 U. �. O. 0. 0. J. AT END POST,PROVIDE AND p / END OF ALL OEGK JO15T5, O' Q" COIL STRAPS,SEE DETAIL AT END POST,PQOVIDE AND INSTALL 10"LON6.2O 6A x L I IN57ALL 70"LONG.20 G.A I Camera/O'Neill ° 5IMP50N COIL STRAP FROM ONE s CONTI41-49 s T..+2;PLE 2x12 BEAM(FL USHJ Zi` s SIMPSON COIL STRAP i120M ONE 51DE OF POST.UP AND OVER THE 51DE OF POST.UP AND OVER TF-E TOP OF THE BEAM,AND DOWN THE f TOP OF il-iZ BEAM,AND OOKN T: OTHER SIDE.FILL ALL AVAILABLE h`� OTHER SIDE.FILL ALL AVAILABLE NAIL HOLES WITH IOd NAILS SEE 3!' T. 12 CK sS - NAIL HOLES WITH IOd NAIL 5.SEE 51MILAR DETAIL 1/52.0 - IST g Ib O.C. -' 51MILAR DETAIL 1/520 I I 9 r Lu F LL w x OVi JE 5 ,. I LU 10 ^ q\ c+, :vim• ''(t'z'. x r-•ONTI UOt P.T. -xI2 n GE OI�TJ HAt E. A' ry u's> - PROVIDE INSTALL ^K U� %T > 3f.,` �:y0. 'a Z Z ! F TL D AL DEC JO!T5. P- ry > > SIMPSON A 144 STANDOFF \� a a a :, f w U b tR EA N NTI lOUSP.T. xl2 < Z 3"f` _ - G t1D o p Op B.,SE a i=ASrEN TO COtJG, rp O b �r:. %: f 51.1 I TU W/(I Ys" 4' N6. D F A 6 I THREADED SANCHORcRODI(b' J I :.✓��� cw o uj -` j CL I N 5 WS Ib" G. a IT TO. 5T/ � b EMBED.) PROVIDE a N�TALL BEAM POCKET AID _....•�''� O P T BEARING PLATE TO ACCOMMODATE U x =� BEAM.PROTECT UNTREATED LUMBER WITH PERMIT SET u PROVIDE a INSTALL , MIN 5 ®!b" G. PROVIDE a INSTALL 5UILDING FELT Q - PA TENSION TIES ! PAIR OF DTT2Z ---- - E-2x8--Ile -TRIPLE]xb _ TENSION TIES T6 ! / HEAT-WODER HE R ��' �l i - - S o 2 0 PRE-ENGINEERED GIRDER DOUBLE 2xb STUB POST J �y J L�' O PRE-ENGINEERED GIRDER D r'`E ROW�}F p L.VL.BEAM(FLUSH) > _ F Al DEPTH SOLID _ -�4T - �BLOCKlN6 u J DESIGNER TYP. I ••r s L.V.L.BEAM(FLUSH)" --�'o LL kV OVIDE QUAD 2xb v,,•" ARGHL OAGS. 1.0. z w uj 7 A.RCH'L DWGS HEADER 'L ^ w� W u1 CO SLY ^ tZ LA[Y 4.9K 9.9K [ 77 Dt 4 fl� o I C) J J J J w2:. wZ RINGFIID"GAP AND �2PRIN5FIELD'GAP AND w ,Lu LALLY COLUMNS•TYP. I -i 'L Lu LALLY COLUMNS,TYP. n 'L PRE-EN6INEERED 61RDER PRE-EN6INEERED 61ROER p C p I D F � Z O _ CL O O rs--s�o ® I [ , I w t w 50.2 I 11 w 50.2 �� s a SPRIN5FIELD'CAP AND c•[ 5PRIN6FIELD'GAP AND rp 0�0 I r� DO s LALLY COLUMNS,IYP. r 5 LALLY COLUMNS,TYP. V 1 In1_um, _ 50.1 find w 50.1 I , to Z O I1 "LALLY SLY C O C N 0 o Q N ROW OF BLOCKING ROW OF BLOCKING LL H TRU55 DESIGNER NOTE - --- 0 CC) BEARING WALL w G TRUSS DESIGNER 15 RE5PON51BLE FOR BEARING WALL w L SPECIFYIN6 ALL CONNECTION AND O 0> TRU55 DESIGNER NOTE: UPLIFT HARD TO MEET ALL�BSHALL BEARING, < o> O O O -d TR1155 DESIGNER NOTE: TRU55 DESIGNER NOTE: ftilo LINE tocAfm- REQUIREMENTS.APPROACHES TO r-'+i-65 DE-516IIER NOTE. j ACHIEVE REQUIRED BEARING INCLUDE, 3 'j,o ` O U GOORD.W/ARCH✓6.6. z GOOR0.W/ARGHJG.G. Z O BUT ARE NOT LIMITED TO,BEARING Z � ENCHANCERS,ADDITIONAL TRUSS FRF- rL O PLIES,DIFFERENT MATERIALS,ETC SEE GENERAL NOTES FOR ADDITIONAL lL REQUIREMENTSANFORMATION U __j w [ w (�j Q PROVIDE a INSTALL BEAM I PROVIDE a INSTALL BEAM POCKET AND P.T.BEARING PLATE 6 I -� POCKET AND P.T BEARING PLATE I I AS REQUIRED TO ACCOMMODATE PROVIDE a INSTALL BEAM AS REQUIRED TO ACCOMMODATE PROVIDE a INSTALL b BEAM.PROTECT UNTREATED L POCKET AND P.T. 50.1 BEAM.PROTECT UNTREATED c BEAM POCKET AND P.T. 1 LUMBER WITH BUILDING FELT w O BEARING PLATE TO SIM LUMBER WITH B1ILDIN6 FELT w BEARING PLATE TO 51M L mj ACCOMMODATE BEAM AGGOMMODAIE BEAM. O LUMBPROTER UNTREATED PROTECT UNTREATED ® �--� CUMBER WITH BUILDING LUMBER WITH 9ULDING I FELT 5 5 w CA SO.I w p 50.1 W 11 3 5 1 M 3 51M s I 5 LL- O Lo O Ln 3 I 3 _^' cor--- 50.2 50 2 ` v u � U-) N O 0%, C N . Z I � O 'E cn 0 50.1 81 51MP50N ABU44 STANDOFF PROVIDE a INSTALL 8 5 . 50.1 SIM `"� 50.1 I BASE a FASTEN TO GONG. 50.1 W/5/e DIA.EPDXIED P' THREADED ANCHOR ROD(b" ti• 2 Q _. b EMBED) 2 Q 6 50.1 � 50.1 FIRST FLOOR FRAMING-HALK OUT BASEMENT � FIRST FLOOR FRAMING-EG-A�55 WINDON B A --- SCALE:1/4"=I'-O" 50.1 56ALE:1/4"=I'-O" SIM PLAN NOTES: PLAN NOTES CONT.: 1. "J-aK JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(i.e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED TOGETHER IN ACCORDANCE WITH MANUFACTURERS FULL-HEIGHT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. w612 10.ALL MU GI MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED TOGETHER IN ACCORDANCE WITH MANJFACTUR.ER'5 2. !NOICATE5 5IMP50N 5TRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTION5 NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED 50LID WITH GONGRE1r.PROVIDE Y2•'THICK'SPRI96FIELD'GAP 12. MEMBER LAYOUT DEPICTED ON TH15 PLAN 15 INTENDED AS A GENERAL GU!D'c TO FRAMING THE EXACT FRAMING LAYOUT, AN:.BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED V41TH 7HE ARCHI°=GTURAL AND STRUGTUr.AL 4. UNLESS OTHERWISE NOTED ON PLANS.ALL HEADER5 OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR.ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD 6AN&EO TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED"P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINCY5,5LAB5,AND ALL b. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GEOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HEIGHT COLUMNS WHICH PA55 THROUGH FLOOR OR CEILING FRAMING 5Y5TEM5 SHALL BE FULLY BLOCKED AND ORAWIN65 PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM.5OFFIT5,RAKES,EAVES,BRACKETS.6UTTER5.CORBEL5.BUIL O-OUT5.PAD-OUTS.AND ALL OTHER APPLIED B. ALL PLATFORM=2AMED POSTS.WALL5.AIO/OR BEAt-1 LOADS SHALL DE TRAN5;�ERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELL15+IMENTS BE THE R 5PON515IL ITY OF OT"ER5 AND FULLY COOR'.DI�AT7-D WITH Tt E CRIPPLE STUDS.'SQUASH 13LOGK5",AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. CAMERA-O'NEILL CONSULTING ENGItJEERS 1 -A -... Camera/O'Neill ' PERMIT SET u U � V Q oC �I nr.-� L �QED R.._ T"1165,5EE P!.ANS / "APA RATED WALL 5HEATHING, �6 AR GOORD. W/ GH'L ADJACENT 5EE GENERAL NOTE5. UPPER ROOF TRU55 5HALL UNIT BEAR ON LOW ROOF TRU55 \\\ SINGLE 2x6 SOLE PLATE p 0 2xb HOOD 5TUD5 6 Ib"O.G. S 'T86 PLYWOOD SUS-FLOOR. e O > J.j ui PROVIDE AND IN5TALL TRIPLE 2xb N 5TUB POST/5QUA5H BLOCK NOT ► 2x4®Ib'O.G. EiEARING/'SI�ARWALL O 51AOHN)BELOW ALL.IAMB AND � v P05T LOGATION5 ABOVE. LU 9 PRE-ENGINEERED ROOF a_ PRE-ENGINEERED fl2xb WOOD FLOOR TRU55,SEE PLANS O > 04 N -' TOP PLATE.TYP. TRU55E5,5EE PLANS O PROVIDE 2x DIA6. PROVIDE BLOCKING BETWEEN BRACING®48"O.G. FLOOR TRUSSES TO PROVIDE N SUBSTRATE FOR FLOOR —I 00 5HEATHIN6 FA5TENIN6 u Q U w cn N O Q O 5EGTION THROUGH EXTERIOR WALL-PARALLEL FRAMING O U � J z z SCALE:3/4'=1'-0" PRE-ENGINEERED FLOOR 0 TRU55,5EE PLAN5 2xb®Ib'O.G.BEARING WALL 2x4®Ib'O.G. U Q cis BEARING/%EARWALL w C) 2xb olb'O.G.BEARING WALL - - CONCEPTUAL SECTION + 0 SCALE:1/2"=1'-0' APA RATED WALL SHEATHING, G.W.B.,COORD. 5EE GENERAL NOTE5 W/ARGH'L O 51N6LE 2x6 50LE PLATE 2xb WOOD 5TUD5®16"O.G - W kb 7 OK Y "T86 PLYWOOD L PROVIDE CONTINUOUS 2x4 �5U8-FLOOR. IL RIBBON"FASTENED TO EA. p o FLOOR TRU55 H/12d NAIL5 = w O w PROVIDE AND INSTALL TRIPLE 2xb O s 5TU5 PO5T/50UA5H BLOCK(NOT 5HOHN)BELOW ALL JAMB AND P05T wQ LOGATION5 ABOVE / �"APA RATED WALL o Q W juj PRE-ENGINEERED SHEATHING,5EE - GENERAL NOTES. O E WOOD FLOOR _ U J DOUBLE 2xb TRUSSES 5EE PLANS 2x BLOCKING AND TRU55 - — TOP PLATE,TYP. — N CONNECTION HARDWARE PER J015T DE516NER. N PRE-ENGINEERED WOOD TRU55, z 1 J—i 5EE PLANS _ n, r PRE-ENGINEERED - 'TE 5 PLYWOOD WOOD TR155, 5 5EGTION THROU6H EXTERIOR WALL-PERPENDICULAR FRAMING -- ROOF SHEATHING 5EE PLANS 56ALE:3/4"=1'-O" PROVIDE AND IN5TALL ! _ " E PER APA RATED T86 UPLIFT TAR SOp C PLYWOOD SHEATHING LAP 5HEATHIN6 12'-0'MINIMUM PROVIDE t - r— IN5TALL UPLIFT �- ANGHORAGE PER I'-O'MAX � - I'J " TRU55 DE516NER j, 1• HOOD BEAM, 0�HEADER, 5EE PLANS 5EE PLAN5 ... ...:. 2x LADDER FRAMED RAKE "APA STRUCTURALATED I R O RED D ROOF 5EE PLAN5 -.3-•- ;r---- EXT ERIOR PLYWOOD TRV55 SHEATHING.5HEATHIN6 SHALL PRE- DESIGNER TRU55 DESIGNER NOTE: CONTINUOUS 2x8 LEDGER®HEEL OF EXTEND TO TOP OF GABLE HOOD GABLE PROVIDE SEAT TO MONO-SLOPE TRU55E5 FA5TENED THROUGH END TRU55 END ROOF ACCOMMODATE LEDGER. SHEATHING AND INTO WALL 5TUD5 WITH(2)4N4" TRU55 5IMP50N 505 56REH5®Ib"O.G. 5EE ARCH.FOR REFER TO TRU55 DE516NER'S REQUIREMENTS = EXTERIOR FIN15HE5,TYP. FOR TRU55 FA5TENING5 TO LEDGER AND WALL. SECTION THROUGH PORCH ROOF RAKE LADDER FRAME DETAIL AT TRU55E5 05CALE: SALE:3/4"=1'-0"3/4"=1'-O" 2 NOT U5ED SGALE:3/4"=I'-O" CAMERA.O'NEILL CONSULTING ENGINEERS Camera/O'Neill �- �:.......�.,ti Y , Z Z w D _ -T AT WALKOUT BASEMENT i ~ -- OPTION,PROVIDE'5TI' ,`, " S•,A��� ec w w _ STRAP HOLDOWN5 IN LIEU ~ / OF"H2"HOLDOWN5 AT U = _ FIRST FLOOR FRAMING PERMIT SET � 5TI DTI T1 5TI c ` F+e a Q SWI SWI SW' 00 10 N LADJACENT UNIT TH15 5HEARWALL 15 THE- N PARTY WALL BETWEEN UNITS -� Z O N W (� C) CN Z p Q CV J IZ (1) J co J U Q L/-) ol O O Q �- LLJ p U 3 0 = Z O CL (Y 6i J ui H& Hb w U Q cn 0 5W3 t < (Sv F O - W N L l ADJACENT ' t ' O UNIT 7 , , o Lr) N � ' ; USN c N N_ 10 10 10 Z = � W i (D9-'ALE:FIR5T FLOOR 5HEARWALL5 OBASEMENT 5HEARWALL5 WALKOUT BASEMENT OPTION 1/4"=1'-O" SCALE:1/4"=1'-O" x SHEARWALL SGHEDULEC) SHEARWALL PLYWOOD SHEETROGK WALL 5TUD5 BLOGKIN& NAILING HOLDOWN NOTES: ID TAG FACE FACE 6 PANEL EDGES ®EDGE5? PANEL ED6E5 I ALL THREADED ROD HOLDOK',6 SHALL BE FASTENED TO GONGRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT 5WI OUTER INNER SINGLE 2x BLOCKED bd®b"O.G. AGCORDANGE WITH MANUFACTURERS REOJ REMErT5. 2. ALL MULTI-PLY WALL STUDS FASTENED TO HOLDOWN5 SHALL BE GANGED TOGETHER IN AGGORDANGE WITH BUILDING CODE AND GENERAL NOTES. 5142 NONE INNER 51NGLE 2x BLOCKED ttb 5CREW5®4"O.G. 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,"5TI"STRAP HOLDOWN5 SHALL BE EXTENDED THROUGH FLOOR 5HEATHING AND FASTENED TO 5W3 EITHER BOTH DOUBLE 2x BLOGKED 8d®3"O.G. BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BEM AROUND UNDERSIDE OF FRAMING AS REQUIRED.SEE TYPICAL 5HEARWALL C4V) DETAILS 4. ALL DIME 15 FURTHER ON5,ELEVATION55,,5HTELVE5,BEAM POGKET5,GUT-OUT5.UNDER5ROUND UTILITIES.PIERS.FOOTING5,5LAB5,AND ALL OTHER ITEMS HOLDOWN SGHEDULE SHALL BE FULLY COORDINATED WITH CIVIL.GEOi�CHNIGAL,MECHANICAL.ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO HOLDOWN THREADED GON5TRUCTION• ID TAG 51MP5ON HOLDOWN FA5TENER5 ROD EMBED.INTO 5. PROVIDE AND INSTALL HORIZONTAL 4'xB'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RJM TRU55.THI5 PLYWOOD TIE PANEL SHALL BE ON PLAN MODEL tt FASTENED TO: TO FRAMING DIAMETER CONCRETE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS®6"0.6(3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENGINEERED WOOD RIM TRU55 TOP CHORDS,BOTTOM CHORD5,AND RIBBON J015T5 W/bd NAILS 6 6'0C.AND TO THE TRUSS VERTICAL MEMBERS H2 HDU2-5D52.5 DOUBLE WALL STUD 5D5 SCREWS 5/b"DIA. 12" WITH bd NAILS®6'O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH bd H4 HDU4-SD52.5 DOUBLE WALL STUD 5D5 SCREWS 5/8"DIA. 12" NAILS®6'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH bd NAILS a 6"0.6••EXCEPTION:PLYWOOD PANEL SHALL Hg HDUB-5D52.5 TRIPLE LSL WALL STUD SIDS SCREWS 5/8"DIA. 12" 3E FASTENED TO EVERY FULL HEIGHT KING:TUV AND JACK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)&d NAILS(5 EACH KING AND JACK) H5 �i- 5 1 � rt` 7 z r GS-_.-jx5 O,JG DOIJ:�E W.ALL STUD (_b)IOd NALL5 ABO\E AND BELOW RIM GAS FURNACE W"SPLIT:UR CONDITIONER SCHEDULE GENERAL NOTES: GENERAL NOTES: INPUT OUTY[,T COIL LABEL(ID) MAKE \fODEL(iNDOOR UNITS HP INPU UTPBTIA VOLT PH A\fPS FUSE Coll-L MODEL(OUTDOOR) TON' SEER VOLTAGE PH MCA \IOCP NOTES 1. THE\IECHANICAL SN'STF\f INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC TO SHOW THE OWNER'S INTENT AND THE MECHANICAL EQUIP\IENT LOCATIONS.ALL E_QUiPMENT AND 9• BRANCH SUPPLY AND RETURN GRILLES SHALL HAVE VOLU\fE DA\iPERS TO BALANCE EACH AIR AHU-1 CU-1 HEIL N9\1SE1002120A 3 4 100.000 97.000 115 1 14.6 20 ED\I4X48L21 NNA648GKA 4.0 16 208 230 1 26 1 40 A\IP SEE NOTE 1 ACCESSORIES ARE SHOWN APPROXIMATELY AN'D SHALL BE iN'STALLED CONSISTENT WITH JOB DEVICE OUTLET. I I I L) CONDITIONS AND APPLICABLE CODE REQUIREMENTS.THE HVAC CONTRACTOR SHALL PROVIDE ALL 10. ALL DUCT'W'ORK ELBOW'S AND TEES SHALL HAVE TURNING VANES INSTALLED TO\fiN7\iIZE STATIC NOTES:1.PROVIDE SPLIT SYSTEMS WITH HIGH LOW PRESSURE SAFETIES.T:XV\'AL\'E.CONDENSATE NEUTRALIZER FITS.CONCENTRIC ROOF VENTS&7 DAY PROGRA\f\f.ABLE THER\fOSTATS- PRE.SSURE DROP. 2.PROVIDE AU'.XILARY DRAIN PANS. Lu Z Mi m o o 10 LABOR AND MATERIALS NECESSARY FOR A COMPLETE WORKING SYSTEM AND ALL RETIRED H p [00 U q TESTING OF THE MECHANICAL SYSTEMS.THE\fECHAN'ICAF_CONTRACTOR SHALL BE RESPONSIBLE i L THE MECHANICAL CONTRACTOR SHALL BALANCE THE M*AC SYSTE\f PER THE AIR FLOWS LISTED. AIR DE\iCE SCHEDULE r H I- >c rn 0WU <ir FOLLOW ALL RANGE HOOD E\HAUST DUCTWORK INSTALLATION REQUIREMENTS.THE RANGE L:1AE1.ID MAi�E MODEL SIZE NECK CF\f DESCRIPTION NOTES oe p L++ C- FOR PERMIT COSTS. ( ) O Lu o 0 0 2. THE\iECHANICAL INSTALLATION'SHALL MEET ALI_THE REQUIREMENTS OF THE AL.THORfi'1" F_NRAUST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USiNG SINGLE WALL GALVANIZED CD-1 HART&COOLEY A682\f 12x6 7"¢ 80-110 2-WAY CEILING SUPPLY DIFFUSER - U = �3 °' STEEL OR STAINLESS STEEL DUCTWORK.THE DIICTW'ORF SHALL HAVE A SMOOTH INTERIOR 0) 'a HAVING JURISDICTION'.IT SHALL ALSO\FEET TEFE 2020 MECHANICAL CODE OF NEW YORK STATE. FG-1 HART&COOLEY 421 12hil SEE PLANS 0-130 FLOOR DIFFUSER t. U Z o SURFACE.BE AIR TIGHT AND BEE EQUIPPED WITH A BACKDROP DAMPER. COORDINATE FLOOR GRILLE COLOR C1 2020 RESIDENTIAL CODE OF NEW 1'ORF STATE.2020 BUILDING CODE OF NEW 1"ORK STATE.2020 FZ Tl Q Q GAS CODE OF NEW l'ORF STATE.2020 ENERGY CONSERVATION:AT10N CODE OF NEW 1"ORLK STATE AND 2020 12 DRYER F_XELAUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR 0.016-INCH MINI\4U\f TICK METAL RR-1 HART&COOLEY 661 12x12 - 0-260 WALL RETURN GRILLE FiRE CODE OF NEW YORK STATE. DUCT 4 INCHES IN NO\FINAL Dl.)AIETER AND SFIAI_L\1FI:T THE REQUIREMENTS OF SECTION M 1502 RR-2 HART&COOLEY 661 24x14 - 0-800 WALL.REL'11RN GRILLE 3. TIIF\fECHAN'ICAL CONTRACTOR SHALL EXA\iIN'E TEES ARCHITECTURAL DRAWINGS AND SITE TO CLOTHES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE.INSULATE DRYER RR-3 HART&COOLEY 661 24x12 0-720 CEILING RETURN GRILLE FULLY INFORM ITSELF OF AI_L CONDITIONS. EXILAUST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION PROVIDE COMBUSTION AIR r i NOTES:1.COORDINATE AIR DEVICE LOCATION.QUANTITY.THROW.SIZE.AND CEILING Tl'PE HARDWARE BEFORE ORDERING. OPENINGS IF REQUIRED PER THE DRYER MANUFACTURERS INSTALLATION'INSTRUCTION'S AND2.EXA\IINT EXISTING CONDITIONS BEFORE ORDERING.AIR DEVICES. e• 4. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PRO\'IDiN'G:U.I_CONDENSATE DRAINS. F� APPLICABLE CODE REQUIRE\TENTS. 3.PROVIDE VOLUME DAMPERS AT BRANCH CONNECTIONS TO MAIN.BALANCE PER CF\iS LISTED. 5. TIE MECHANICAL CONTRACTOR SHALL_PROVIDE A TRAINING WALK THROUGH WITH THE OWNER 4.PROVIDE BOOT WiTH ADJUSTABLE DAMPER iN NECK. R AND GENERAL CONTRACTOR TO DISCUSS:ILL HVAC COMPONENTS.AT TEiF CONCLUSION OF THE 13 ALL GAS APPLIANCES SHALL BE IN'ST.ALI.ED:1,\'D VFN'TED PER.APPLICABLE CODE REQUIREMENTS. - ;t, ``c PROJECT. 14 APPLIANCES UIT I IGNITION SOURCES LOCATED IN THE GARAGE SHALL.BE PROTECTED PROM G. TFIE\fECFiAN'IC.AL CONTRACTOR SIIALI.SLiH\TIT O&M\fAN'l:\LS AT TFIE CONCLUSION OF THE DAMAGE AND 13E ELEVATED SUCH THAT THE SOURCE OF IGNITION iS NOT LESS THA,\18 INCHES EXHAUST AND SUPPLY FAN SCHEDUI E PROJECT. ABOVE TIE FLOOR SURFACE ON WIi1CH THE EQUIPMENT OR APPLIANCE RESTS. LABEL(ID)MAKE MODEL CE1f S.P. VOLTAGE PEI AMPS WATTS DISCHARGE NOTES 7. INSTALL ALL EQUIPMENT AND ACCESSORIES PER THE\fANI FACTURER INSTRUCTIONS ALLOW THE 15 COORDINATE_THERMOSTAT LOCATION WiTH OWNER.LOCATE THERMOSTAT AWAY FROM WINDOWS. - � t � � Q EF-I PANASON7C F\'-05 Il1'KSl 8l1 U..." 120 1 0 IG G" SEE NOTE 1. .3.4 MANUFACTI HERS RECOMMENDED CLEARANCE AROUND.AI I CO\iPONE\TS IF TIIE CONTRACTOR EXTERIOR WALLS.HEAT SOURCES.AN'D SUPPLY AIR DEVICES. i IEF-I FAN TECH FG 12 EC 600 0.3" 120 I - - 12" SEE NOTE 1.2.3.4 FORESEES OR COMES ACROSS ANY INSTALLATION CONCERN'S HE SHALL NOTiF1"THE ARCHITECT FOR A RESOLUTION. SF-1 I FAN TECH FG 12 EC 1 600 1 0.3" 1 120 1 - 12" SEE NOTE 5.6.7 8. ALL SQUARE AND RECTANGULAR DUCTWORK TO BE SHFET METAL LINED OR WRAPPED WiTH NOTES:1.EXHAUST FANS SI IALL HAVE BACK DRAFT DAMPERS. INSULATION TO\FEET CODE REQUIRE\IEN'TS.DUCTBOARD OPTIONAL.ROUND DUCTWORK TO BE 2.PROVIDE WITH.ANY NECESSARY DUCT TRAN'SiTION'S&MOUNTING HARDWARE. 3.iN'SULATE ALL EXHAUST DUCTWORK IN UN'CON'DITiON'ED SPACE TO PREVENT CONDENSATION Z\ WR APPED RAPPED W7TE1 INSULATION TO MEET CODE REQI'IRF:MENTS.FLEXIBLE DUCTWORK SHALL 4.PROVIDE WiTH ALL ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. BE PER\iiTTED PROVIDED THAT DUCT LENGTHS SI IALI BE LIMITED TO 14'\fAXIMU\f ALI EXHAUSI S.iN'TERLOCK WITH OPERATION OF KITCHEN HOOD 0 6.PROVIDE WITH CONTROL WIRING FROM CONTROL PANEL IN BASEMENT TO ATTIC SPACE FOR FUTURE DUCT IIFAT'R. `Q AND INTAKE DUCTWORK SHALL_BE METAL WRAPPED UITH INSULATION AND VAPOR BARRIER TO 7.PROVIDE W'ITI-I CONTROLLER.MOTORIl.ED DAMPER.FAN WITH EC MOTOR AND ALL OTHER CO\1PON'ENTS TO MAKE A COMPLETE SYSTEM. > w MEET CODE RFQUIREMENTS ELECTRIC WALL III;\T FR SCHFDUI F NOMENCLATURE LABEL(ID)MAKE MODEL CEM HTR WATTS VOI TAGF PH .AMPS NOTES W'H-I Q\1ARK CW11-1202 65 1.000 240 1 4.2 SEE NOTE 1.2 3 -}}- UNDERCUT DOOR V NOTES:L FURNISH WITH iNTEGRALTHER\IOSTAT 2.FURNiSII WITH DISCONNECT- 3-PROVIDE W'ITI I ALL NECESSARY BARD WARI• CN l�l EXHAUST FAN u W N 1- ® FLOOR OR CEILING SUPPLY DIFFUSER O V 00 Zw �J � RFTURN GRILLE Q 0 LLJ U LLJ Z0 -+- MANUAL VOLUME DAMPER Z Z O U o Q IU Z O _ Lu [� MOTOR OPERATED ZONE DAMPER N IU 0 I i- O Lu Q TIERMOSTAT N 0 I- Z LLJ --v � O O N N U � 1 c: N - J N C) C)� Z � CN E =Z W NO ECO W 601) Cco U`T N r ;CVO a. [Z G W CU Q FIR0 of 0 W C� �O O O _ a y� U = �c a3i U U ^Z U Q 7"o - r II ;s. 7" ONEYWELL 711� ` i .s• -^ r FRESH AIR CD-1 `'k,t., ;.....••''•',�� DAMPER 50 CFM x X. Cn Z O 711 f W CD-1 50 CFM 7„f C V) Z 7"4 Q O CL C) Q:� N C 7"f O 0 O 00 1 7"o L N RR-1 E:. 200 CFM CD-1 ,, OB 50 CFM 6"Q EXI•I LII' LU _ 0z u C CD-1 O w o 7"+ 7¢ 50 CFM V) LLI U I v, Q Q w U 0 N x 8x8 x x IGxl2 x lM " 12-m BYPASS W DAMPI•R v % N r'l u 1IONI-'YWLLL O W8150 FRESI I AIR 1` CONTROLLER < c N 20x12 AHU-1 N 8x8 BASEMENT ZONE DAMPER r-- 16x12 UP I 16x12 2ND FLR Lo ZONE-DAMPER C N 18x 10 1 ST FLOOR 7¢ ZONE DAMPER J N z a) 7"t Z .c: E 7"¢ r— 1 UNIT"C2"BASEMENT PLAN M-1 SCALE:1/4"=V-0" 1� �I ZZ W a,o Eao W u1 M 0,0 H_ C co U V H ;0O C 0, Cuu U QE pw p W C mp O ~ V a aCi U = m v U ^Z 5 oe U Q FG-1 pG_I FG-I CD-1 FG-1 95 CFM 8(1 CFM 7"4 100 CFM N....�t� ® 95 CFM 95 CFM FG-1 ® - r.; 80 CFM E �� x i x CU-1 8"4 DOWN 4.0 TON vj 10"I EXI IAUST Z O 8" FXH UP w V) 14x14 MAKE Z UP AIR SUPPLY Q FG-I J 95 CFM J V10"@ UP C) S TI lR U N ® ROOF N x 6"1 EXFI DUCT � FG-I e CD-1 50 CFM z CD-1 50 CFM 50 CFM J z ® N O 00 Tm y Z EF-1 ,rra Q II 0 MOD U - G"Q EXI I DUCT FUTURE HEATER Z LU U o `r' O 6°�DOWN 12"¢ 1?"q 14x14 FRESI•I od FG-1 AIR FROM L Lu 105 CFM EF-1 SF-1 ABOVE w � F- 6"t LXII DUCTw � Q QD RR-? L.L N 415 CFM x IGX12 774 EF-i CD-I KITCI•iEN I•lOOD W/ 50 CFM INLINE EXIIAUST IN ATTIC.INTERLOCK EXI•IAUST FAN WITI I MAKI 10"p EXI.1.UP TO ROOF UP AIR FAN. N CD-1 Xc 50 CFM 105 CFM ® INLINE MOOD f I-XI-IAUST O 1010 CFM Ql FAN IN��7 C. x N �5 ^` L W I6x12 SUPPLY BcY/ WH- 10"4 KITCIIEN HOOD LXII UP RETURN DOWN I6X12 N Iu' 16x12 SUPPLY& RFTURN UP&DOWN U ^; to N 0 Fc-1 I�G-1 z � N 105 CFM DRYER r- 50 CFM 130X ® CIE : E• CD-1 115 CFM N 4"¢ 0 4"¢DRYER EXHAUST FG-1 EF-1 TO WALL CAI' 55 CFM G"t BATHROOM EXI•IAUS7 ® 7'0 WALL CAP. G"Q FXI1 DUCT 2 UNIT"C2"SECOND FLOOR PLAN 1 UNIT TT FIRST FLOOR PLAN M- SCALE:1/4"=1'-0" M- SCALE:1/4"=1'-0" Lu E coo' W Z IM j v O o in C p U Q y F >0 C O o W V Q F H cc in W C� Op o ~ O O c n a) U = m v U Z U Q r. N Z O _N W Q O O~10"�BATH EXI I CL � 'IT -W: ROOF CAP. 0 0 — 00 C i Q U _ O NOTE:ALL ROOFTOP PENETRATIONS U SI IALL BE THROUGH FLAT ROOF AREA �-600 CFM INTAKE CM13 AND CAI' Z Z O 0 Q r— CL = W U Lu J w w < Q o N I("411001)ExI I W/CURB&CAI) 7� W NZ 0 m N 0 N � 1 � Lo N 0 — J N z 0 .c: E V) 0 r— 1 UNIT TT ROOF PLAN M-3 SCALE:1/4"=1'-0" ELECTRICAL SYMBOLS O RECESSED DOWN LIGHT OO SURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE AMPS:200 Q LINEAR STRIP LIGHT �J WALL MOUNTED DOOR CHIME PUSH BUTTON TYPE:M.L.O. MOUNT 48"MAX AFF a WALL MOUNTED TWO TONE DOOR CHIME. PHASE/WIRE.1/3 MOUNT 74T AFF L) Q SINGLE POLE WALL MOUNTED SWITCH, VOLTAGE:120/240 `P MOUNT 48"MAX AFF U N O Z Z W P A.I C 22,000 Lu j 0,0 Q 3 THREE WAY WALL MOUNTED SWITCH y M c co U P `P MOUNT 48"MAX AFF U N O >o Q 4 FOUR WAY WALL MOUNTED SWITCH, c W U Q - `P MOUNT 49'MAX AFF U N O CIR. TRIP NO NO TRIP CIR. cc C F o o p o NO. AREA SERVED AMPS A.W.G. POLES POLES A.W.G AMPS AREA SERVED NO O - 5 n c 120v,MULTI-STATION SMOKE ALARM U = t 3 OO WITH 9VDC BATTERY BACKUP LIGHTING:BSMT(FINISHED) 20 20 LIGHTING:BSMT(UNFINISHED/UTILITY) U z 6 Ca 120v,MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES:BSMT(FINISHED) AFCI #12 1 1 #12 AFCI RECEPTACLES:BSMT(UNFINISHED/UTILITY) 2 Q U WITH 9VDC BATTERY BACKUP EP RECEPTACLES MEDIA PANELS(BSMT) 20 #12 1 1 #12 20 RECEPTACLESDEDICATED GFI BATHROOM 4 NnI111111N1/!Iris/ - ELECTRIC POWER PANEL MP AFC 1 0 MEDIA(TEL OR CAN)PANEL �r��'-rJ� 20 20 RECEPTACLES:1st FLR BATHROOM 5 LIGHTING:STAIRS,HALL(2nd),LINEN(2nd) 6 0 #12 1 1 #12 JUNCTION BOX AFCI AFCI DEDICATED GFI(1) c,, �f:'•.';�s� LIGHTING:GARAGE 20 20 LIGHTING FOYER,BATH&LAUNDRY DUPLEX RECEPTACLE,MOUNT 18"AFF U NO 7 #12 1 1 #12 8 RECEPTACLES.GARAGE GFI(1)&GDO AFCI AFCI RECEPTACLES FOYER,LAUNDRY&EXT GFI(1) j DUPLEX RECEPTACLE ONE SIDE SWITCHED MOUNT 19'AFF UNO 9 LIGHTING:LIVING&DINING 20 #12 1 1 #12 20 LIGHTING:W.M ROOM 10 GFI DUPLEX RECEPTACLE,MOUNT 18'AFF U N O RECEPTACLES LIVING,FP&DINING AFCI AFCI RECEPTACLES W.M ROOM&EXT.GFI(1) •� 1 ^•• ' DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 LIGHTING:KITCHEN 20 #12 1 1 #12 20 RECEPTACLES KITCHEN COUNTER 12 �i RECEPTACLES:KITCHEN(GENERAL) AFCI AFCI a TV TELEVISION OUTLET.PROVIDE WITH RG-6 CABLE TO 20 MEDIA PANEL FACEPLATE AND F-CONNECTOR 13 RECEPTACLES KITCHEN ISLAND AFCI #12 1 1 #12 AFCI RECEPTACLES REFRIGERATOR&COUNTER 14 a TEL TELEPHONE OUTLET PROVIDE WITH CAT5E CABLE TO MEDIA PANEL FACEPLATE AND CAT5E CONNECTOR 20 20 LIGHTING:RANGE HOOD 15 RECEPTACLES DW&GD(OPTIONAL) AFCI #12 1 1 #12 AFCI RECEPTACLES RANGE 16 INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING XXX ELECTRICAL SERVICE,REFERENCE MECHANICAL AND/OR PLUMBING N Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS, 17 LIGHTING:REAR PATIO 20 #12 1 1 #12 20 RECEPTACLES-DEDICATED WASHER&DRYER 18 z PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE RECEPTACLES:REAR PATIO GFI(1) AFCI AFCI C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER RECEPTACLES:M BATHROOM 20 20 LIGHTING M.BEDROOM,CLOSET&M BATHROOM w KI INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 DEDICATED GFI(2) AFCI #12 1 1 #12 AFCI RECEPTACLES:M.BEDROOM&M.BATHROOM 20 12'MAX BELOW COUNTER GFP INDICATES GROUND FAULT PROTECTED RECEPTACLES BATHROOM(#2,2nd) 20 20 LIGHTING:BEDROOM#2 CLOSET 21 DEDICATED GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES:BEDROOM#2 22 WP INDICATES WEATHER PROOF ENCLOSURE V)C� GD INDICATES GARBAGE DISPOSAL RECEPTACLES.BATHROOM(#3,2nd) 20 20 LIGHTING BEDROOM#3 CLOSET&BATHROOM(2nd) Lu L DW INDICATES DISHWASHER 23 DEDICATED GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES:BEDROOM#3 24 F-Q O R INDICATES RANGE O N REF INDICATES REFRIGERATOR 25 LIGHTING:ATTIC 20 #12 1 26 Z 0 HD INDICATES RANGE HOOD RECEPTACLES HEF-1&SF-1(ATTIC) AFCI 04 FUTURE MAKEUP/SUPPLY if FP INDICATES FIREPLACE 2 #6 50 DUCT HEATER(ATTIC D INDICATES DRYER 27 28 Z WH-1 WALL HEATER V W INDICATES WASHER (W (W M ROOM) 20 #12 2 r n _ V L INDICATES GARAGE DOOR OPENER RECEPTACLE IN CEILING 29 CU-1 30 Lu Z GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH 2 #8 40 OUTDOOR AC J Q Lu SIDE OF INTERIOR DOOR CONDENSING UNIT J� 2: O 31 HWH-1 32 Q J 0 U GENERAL ELECTRICAL NOTES ELECTRIC HOT WATER HEATER 30 #10 2 (BSMT UTILITY) Z Z O 33 1 #12 20 AHU-1 GAS FURNACE(BSMT UTILITY) 34 0 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL BUILDING FIRE FUEL GAS,AND ENERGY Lu CONSERVATION CODES OF NEW YORK STATE 2020 NATIONAL ELECTRIC CODE,AND ALL APPLICABLE U= uj LOCAL CODES AND/OR AMENDMENTS 35 SE-1 SEWAGE EJECTOR PUMP(BSMT UTILITY) 20 #12 1 1 #12 20 MAKE-UP AIR CONTROL PANEL 36 N Lu Q Q 2 ALL MATERIAL SHALL BE NEW AND U L OR EQUALLY APPROVED o Lu V)Lu u v 37 SPARE - - - - - SPARE 38 3 PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED VOLTAGE PHASE AND CIRCUIT NUMBERS 39 SPARE - - - - SPARE 40 4 ALL SERVICE AND FEEDER CABLE TO BE 600V,1/C,THHNrrHWN COPPER OR EQUIVALENT SIZED ALUMINUM CABLE,EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SER'TYP APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP 41 SPARE - - - - - SPARE 42 5 UNDERGROUND CONDUIT AND FEEDERS MAY BE SCHEDULE 40 PVC 6 CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT Z CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND U 7 TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS ui O 8 ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS J O ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH PANEL N 9 ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT TYPE 3R MODULAR 1201240 200A,1 P,3W < ^' GROUNDING METER STACK w/BREAKERS M L 0.TYPE 1 TERMINAL SERVICE BOXES (3)120/240.200A,1 P,3W N 10 CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE ON EXTERIOR OF BLDG WIRED PRIOR TO WIRING OR ROUGHING IN O (1)2"CONDUIT 7 PER SERVICE PROVIDER TERMINAL BOX ^, � REQUIREMENT 120/240 V 0 WITH(3)#3/0 CU V W F 11 ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE 4/2 0 LC) S AND AMPERE RATING TO SUIT EACH FUNCTION 1-P 3-W NIT'C2 N 12 ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY CATV TEL UNIT'C2M RATING TO SUIT EACH APPLICATION MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10 000 AMPERES N RMS U L SYMMETRICAL UNLESS NOTED OTHERWISE ALL BUS BARS ARE TO BE COPPER 0 UNIT'A ^` 13 ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION ALL SYSTEM WIRING NOT #6 CU GROUND MP-CATV MP-TEL O CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL O '- SERVICE GROUND UNIT'Cl' 14 PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL TRANSFORMER ELECTRICAL WORK SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES N 15 ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE - CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48"AFF r- 16 WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT (2,2"CONDUIT WITH(3)#3/0 CU EACH -OR- 17 ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN (1)3-1/2"CONDUIT WITH(3)#600 CU EACH CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM CONCRETE ENCASE FOR POWER Co CONTRACTOR TO CONTACT ENGINEER IN WRITING PRIOR TO BIDDING FOR CLARIFICATION DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS CATV (1)1"CONDUIT WITH 18 ALL 125-VOLT RECEPTACLES WITHIN DWELLING UNITS BELOW 5 5 FEET AFF TO BE LISTED (1)RG-C CABLE #2 CU GROUND(IF#3/0 SERVICE TAMPER-RESISTANT RECEPTACLES,EXCLUDING WALL SWITCH CONTROLLED RECEPTACLES,DEDICATED -OR- APPLIANCE RECEPTACLES AND RECEPTACLES LOCATED WITHIN CABINETS #Y,CU GROUND(IF#600 SERVICE, - TO BUILDING METAL WATER PIPE 19 A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL (1)1'CONDUIT WITH #6 CU GROUND TO DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT SECTION/S FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL (2)CAT5E CABLE 3/4"x8'GROUND ROD CHARACTERISTICS CD 20 PANELBOARDS INSTALLED IN HIGH-LEG SYSTEMS TO BE MARKED ACCORDINGLY PANELBOARDS INSTALLED AS PART OF UNDERGROUND SYSTEM TO BE MARKED ACCORDINGLY 2 TELE-COM SERVICE DIAGRAM 1 ELECTRICAL POWER DISTRIBUTION DIAGRAM 21 AFCI PROTECTED CIRCUIT BRANCHES MAY UTILIZE AN AFCI TYPE RECEPTACLE IN A METAL BOX AS E-O NO SCALE E-0 NO SCALE FIRST RECEPTACLE ON THE PROTECTED BRANCH IN LIEU OF AN AFCI CIRCUIT BREAKER PROVIDED THAT RMC.IMC,EMT,MC,OR AC STEEL ARMORED CABLE BE USED IN THE HOME RUN FROM THE FIRST RECEPTACLE(AFCI TYPE)TO THE PANELBOARD 22 ALL WEATHER-PROOF(WP)RECEPTACLES TO BE AN ENCLOSURE THAT IS WEATHER-PROOF WHEN ATTACHMENT PLUG IS INSERTED 23 PROVIDE FIRE STOPPING AT A--F'RE RATE^ASSEMBLY PENETRATIONS SEE ARCHITECTURA. DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES ZZ W E. W Ixtli O 0,0 Cco U� H yM` ;ON cp, GWU QF O1O w Q W C 0 F Q U x D 3 0 U ^Z o Be U Q 40�llklllllNry►►,►:� ..... I UP I � I � I � UNFINISHED UTILITY a TV 1 BASEMENT I �\ I O(' V) Z \� QQ CD I CN I cV I WALK-IN C L o EF 0 _ 000 U- Z5 I �� Z 11 BATH Lu _ O Z U I C a- Q di co 4P �- I w U Q 1 o LollC) SE 1 /V EP � HwH Z MP-CATV U MAKE-UP AIR uj MP-TEL CONTROL PANEL O 1 _ L UNFINISHED AHu (� I UTILITY UNEXCAVATED r- CN U \ N 0 N• � - J Z Z •c: E V) r-- UNEXCAVATED 1 UNIT TT BASEMENT PLAN E-1 SCALE:1/411=11-011 ZZW E°' W a, G)O O 2 GoC co V v y H >0 C P QWU <Fx �O C N OC in W p C U s 53 U ^Z o I WP ! Q u rr .. i� CO S � _ � _ti •*c c O O ----- a TV - r' - i 6+ TEL D i \ I � BEDROOM#2 \ LIVING \ �\ ROOM UP d Tv MASTER oN BEDROOM ——— ��_ —�� 1� /�O FF ' \ 69' ,TEL D eDN ?- \\� I / \ / ; c0 OS O > Lu %9 1 I / WP 0 � 'v � \ / z I DINI� � 0 ! WALK-IN Q I R�M I --- C 1 CL d- O 0-4 c0 sO MASTER I F-LOOR I TBATH b RECEPTACLE I $ LL - 00 EF � D­i 0 � i �/ // 1\ _ C 1 �O - N %� Q \\BATH EF p II -0 , OPTIONAL GARBAGE ! � % U - � {� DISPOSAL WALK-IN _w� \ I u j U UNIT A,Cl,C2 SERVICE, \ CL .� \ I HALL Z (/� �_ O DISCONNECT AND UTILITYMETERS REFER TO RISER M oc \\ KI C� I \\ I O 0 W NO I LL; \ '. GD DW (� I U c~i) < ~ M \ // \� i/I 7' I / W 1Q _ U / _- l //�C7/7F 1 �C //BATH EF N �C / R I ! � I O� I� (D � HD \I KITCHEN 1\ C ! \ LOCATED IN THE ATTIC F IEF 9 \ � I WALK-IN Z /�TOIJ H s � ° / 1 CL O C� O O SF 100, I)O \� U— GFP / / V u J O J O / I REF s / OGDO S\AfITCH TO N ATTIC LIGHTING TROL �\ ^, W � N � / OPTIONAL / GARAGE a TV TEL D 1 ELECT DRYER CL I\ LAUNDRY _ N vA \?@ ID j BEDROOM#3 Q� / \ / GFP I N W I �_ GFPP I \I FOYER s \ \ EF \\ lJ db CMk BATH \\ WP 2 UNIT"C2"SECOND FLOOR PLAN 1 UNIT"C2"FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" c\*j E-2 SCALE:1/4 11=1'-0" PLUMBING LEGEND GAS TIGHT BASIN COVER VENT PLUMBING FIXTURE SCHEDULE � ;______, SYMBOL ABBR DESCRIPTION _"DISCHARGE PIPE TRIM CONNECTIONS /' (�---S S or W SOIL or WASTE PIPING INLET /; �� SYMBOL DESCRIPTION MANUFACTURER MODEL# MANUFACTURER MODEL SOIL/ VENT COLD HOT REMARKS S S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB WASTE WATER WATER _________ V VENT PIPING VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE. `���� „'� - - 3" 2" _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 V VENT PIPING(BURIED or BELOW SLAB, HIGH WATER ALARM r� ® - � SEAT,SEE ARCHITECTURAL ELEVATIONS& FLOAT SWITCH PLANS FOR TRIP LEVER LOCATION P LW LW LAUNDRY WASTE PIPING PLAN Lu CHINA,TWO-PIECE,1.28 GPF WHITE. y co ————LV———— LV LAUNDRY VENT PIPING _ _ „ 1 ,� _ a y U 'o °' ELONGATED BOWL.TANK TYPE,KOHLER K-4636 °' c P-lA WATER CLOSET KOHLER K-3998-0 3 2 /� SEAT,SEE ARCHITECTURAL ELEVATIONS& of o Lu o 0 0 PLANS FOR TRIP LEVER LOCATION Iw IW INDIRECT WASTE PIPING O � = 3 IW CWW CLEAR WATER WASTE PIPING u :Z o CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 2" i 1 WHITE,VITREOUS CHINA W/OVERFLOW. u TP TP TRAP PRIMER PIPING SYSTEM SEE FLOOR PLANS POLISHED CHROME FAUCET W/POP-UP DRAIN a G G NATURAL GAS PIPING GATE VALVE WHITE,PEDESTAL W/OVERFLOW.POLISHED cw CW DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2" 2 36" �`r,; �,-M�yy,'!Y,,� CHECK VALVE CHROME FAUCET W/POP-UP DRAIN. MW HW DOMESTIC HOT WATER PIPING NDCW NDCW NON DOMESTIC COLD WATER PIPING WHITE,VITREOUS CHINA W/OVERFLOW,CHROME -tit' !� - P-2B LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" FAUCET W/POP-UP DRAIN BALL VALVE STEEL COVER - d6 NATURAL GAS VALVE FLOOR SLAB UNDERMOUNT,STAINLESS STEEL SINGLE BOWL, t•`� ` �— 29 Vf"x 15 3'4"x 7 06"DEPTH,PROVIDE GE BALL AND DRAIN VALVE KITCHEN K-3183 ,. 1 1 GFC325V 3 *HP,120V,1 PHASE,60 HZ DISPOSER. INLET� � P-3 SINK KOHLER K-8813 KOHLER K-10433-VS 2 2 DRAIN VALVE HIGH WATER ALARM CONTINUOUS FEED WITH DISHWASHER DRAIN C7 — PUMP#2 ON CONNECTION.SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW �1 PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w!VALVES �2 OXBOX %4 TURN BRASS BALL VALVE,LOCATED BEHIND oS&Y OS&Y GATE VALVE P-4 ICE MAKER BOX SIOUX CHIEF - - - - FLOAT VALVES 696-G1000MF REFRIGERATOR,WHITE FINISH VIV VALVE IN VERTICAL (TYPICAL) Y3 SHEET METAL SAFE WASTE PAN 2"UPTURNED Z TMV THERMOSTATIC MIXING VALVE Y1=3 WASHING EDGE SEE APPLIANCE SPECIFICATIONS FOR so O Y2=3" 12,. OXBOX ONE Y3= P-5 MACHINE VALVE SIOUX CHIEF - - 2" 2" " �" PAN SIZE(S)REQUIRED DOUBLE HOSE BIBB w TRAP PRIMER - &DRAIN BOX 696-2413BF OUTLET CONNECTION ACCESS BOX W/2"DRAIN De 11 STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS. BWV BACK WATER VALVE K-TS10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& 1 SEWAGE EJECTOR PUMP DETAIL K-1150-0-RA RIGHT DRAIN OPTION FACE PLATE W/HANDLE, P-6 TUB KOHLER KOHLER CP 2" 2'� 1 " 1 " cn Q FLOOR DRAIN K-1150-0-LA K-304-KS-NA BATH SPOUT,SHOWER ARM W/FLANGE AND v J O P-0 NO SCALE SHOWERHEAD. N �-�o oED OPEN END DRAIN NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS RITE TEMP SHOWER VALVE TRIM W/HANDLE. OZ< O M METER w/VALVES _ _ K-TS 11076-4 N REQUIRED FOR POSITIVE INLET PIPE SLOPE P-6A SHOWER KOHLER E-CP 2' 2" �" �" SHOWER ARM W/FLANGE AND SHOWERHEAD w PIPE UNION FLOOR DRAIN,SEE SCHEDULE 0 0 _c --�I� w Q co PIPE CAP OR PLUG " 1 THERMOMETER P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2 2 � f1" UTILITY SINK FAUCET W/LEVER HANDLES (D 2: � PIPE CONTINUATION J z O VACUUM RELIEF VALVE Hw LJJ PIPE UP THROUGH SLAB ABOVE +- FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2' 2" - - LAUNDRY ROOM UNDER WASHER I O u 0 PIPE DOWN THROUGH FLOOR SHOWN EXPANSION TANK HOT WATER TO SYSTEM 0 m Q BLADDER TYPE z =) 2: 0 PIPE RISE/DROP SUPPORTED FROM Lu I BUILDING FD-B FLOOR DRAIN JR SMITH 2O05 - - 2 2 - - SHOWERS � = J oc W&T WASTE AND TRAP STRUCTURE AREAWAY.CAST IRON STRAINER,VANDAL V)V)J U U Q �- co CLEANOUT COLD WATER ( AD AREA DRAIN JR SMITH 2142-U - - 2' 2" - - $ FCO/GCO FLUSH FLOOR/GRADE CLEANOUT INLET PROOF SCREWS CW W&V WASTE&VENT PIPING 1/4 TURN POLISHED BRONZE.FREEZE PROOF UNION TYP WH WALL HYDRANT JR SMITH 5609QT PB - - - - Y4" - WITH INTEGRAL VACUUM BREAKER W&WV WASTE&WET VENT BV BOW VENT HOT WATER 120 GALLON.240v ELECTRIC HOT WATER HEATER. HWH-1 HEATER AMERICAN VSCE32119R - - - �" 1 4.5kw NON-SIMULTANEOUS DUAL ELEMENT VTR VENT THRU ROOF PRESSURE&TEMP Z PROVIDE WITH EXPANSION TANK.SEE DETAIL � RELIEF VALVE VIF VERIFY IN FIELD FULL SIZE DRIP PIPE TO ELECTRIC WITHIN 6"OF FLOOR HOT w NTS NOT TO SCALE WATER O HEATER 120 GAL O CFH CUBIC FOOT PER HOUR iv N SF SQUARE FOOT DRAIN VALVE LOW LIMIT OF WORK ^ UL' VJ � '� � r- N O UNLESS NOTED OTHERWISE I FLOOR 6"AFF \ \ u r V&C VALVE&CAP I LO FM FORCE MAIN c: N 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL c� (I NV XX'-X") INVERT ELEVATION P-0 NO SCALE L r— GENERAL PLUMBING NOTES 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL,BUILDING,FIRE PLUMBING FUEL GAS AND E ENERGY CONSERVATION CODES OF NEW YORK STATE,AND ALL APPLICABLE LOCAL CODES AND/OR N AMENDMENTS 2 INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE GAS PIPING TO UNIT INSTITUTE"STANDARDS FOR WATER HAMMER ARRESTORS --- - - -� C2M BY PLUMBER 3 LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES SHOCK I I ________ I I GAS PIPING TO UNIT ABSORBERS CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR A BY PLUMBER SERVICE THE BUILDING 4 ALL SUPPLY PIPING GREATER THEN 3/4"SHALL BE CPVC TYPE ALL SUPPLY PIPING 3/4 AND SMALLER I I i it SHALL BE CPVC OR PEX 5 ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF T-0"BELOW GRADE I I' it I❑ UNIT C2M LEFT I UNIT A UNIT Cl RIGHT :-Cl~-GAS METER BANK 6 ALL SANITARY PIPING 3"OR LARGER TO SLOPE AT 1/8"PER FOOT MINIMUM.PIPING SMALLER TO SLOPE PIPING FROM METER AT 1/4"PER FOOT MINIMUM UNLESS OTHERWISE NOTED I I it I TO EACH UNIT BY PLUMBING CONTRACTOR 7 ALL SANITARY PIPING TO RUN BELOW FLOOR ALL VENT PIPING TO RUN ABOVE CEILING UNLESS OTHERWISE NOTED I I it 8 ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND PACKAGING SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES I I it 9 MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE V-6"UNLESS OTHERWISE NOTED �- 10 PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS PROVIDE ACCESS PANELS WHERE NECESSARY 11 PROVIDE 1"GLASS FIBER INSULATION FOR ALL HOT WATER PIPING 3 GAS SITE PLAN-Cl RIGHT 12 CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION P-O NO SCALE BEING SERVICED G 2"G(281 CFH) C9 WZ� jv O,o C1� cGO uv N ;ON c p C W U Q d u; OCp� o o po O _ a N U x r 3 a� `v 3/4"CW � ^Z U GAS DOWN TO BELOW GRADE _ G Jar � .}'F�` r � 4"AREAWAY DRAIN PIPE TO FOUNDATION AD DRAINAGE SYSTEM 3 U N C7 Z O 3/4„ 1 W !Y 36"HW 2"G(281 CFH) 2"W 36"CW F— Hw —%"H W Z O CW T�� 2"W L u N Ih.,CW � V) 0 �HW P-6 �• 2„V LL Z CN HW f 2"W&T V) Q III CW i V p h„HW I - CW } 2"V h"C W coC 00 s P-1A� (2)3 S /2 HW 0 cw cw —� 2"V 2"W T, cw H s f—" �..�W h..CW II �I �— G —I�I z L U wHw -�%z"cw O: O HW 2'W&V '- —I Lu 5= __ :r. CW cw— —cw 0 P-2 2"W&T � U Q Q PIPE 1h^HW 8 CW TO PEX MANIFOLD 14" CW w U 0 2"FM �0 114"G(181 CFH) all FM II 3"RADON BELOW SLAB BY GC 2"V 2))12 CW 2,. II h"CW h"HW SIMPLEX SEWAGE EJECTOR 4„ ll 3"RADON (2)Y2"CW SE-1 SEE DETAIL Z COORDINATE PEX PIPING TO NOT RUN OVER I L -120 GALLON ELECTRIC -Noe ELECTRICAL PANEL ON F1IT HOT WATER HEATER 0 THIS WALL �:3\- -Cr�..cW0 /^■■ N1"CW cw1"G(100 CFH) 0 REFER TO CIVIL 1^ 46 DRAWINGS FOR FP SERVICE I I f—, I CONTINUATION —� HW CN4 u C1N7 2"W&V ^`` I DOMESTIC WATER SERVICE h"CW /1 Lo N DOMESTIC WATER SERVICE HW PEX MANIFOLD �. C3 C� UP TO ABOVE GRADE BY SITE 1"HW VALVED DROP CONTRACTOR 1"CW VALVED DROP N FP SERVICE CW PEX MAINFOLD Z nl (SHOWN FOR COORDINATION ONLY) W /2"H W -Y140 c: 16"C W 2"LW N PIPE 1/2"HW&CW TO INDIVIDUAL FIXTURES 4" --0 a— /2"CW �— -.—3„S 2"W 2"V /2 HW % � "CW Y4"C W o o O rn a" 1 UNIT"C2"BASEMENT PLAN P-1 SCALE:1/4"=1'-0" zzUi yo E$ 'Ln cco U2 , N j 0 [- C W U Q Q m NOTE ��� o0 oQ ON UNITS W/WALKOUT BASEMENT a WALL HYDRANT SHALL BE LOCATED ON LEVEL BELOW,3'-5'ABOVE GRADE cc ^Z �j WH Q 3 ✓� �r«ffatiunn' /4'CW �4"G(25 CFH)—i•1 c� rn Z O w 3/4..G C) Z O o _ N P-28 •��/2"HW r i 2"W&V LU Coo) O I '!Y'CW to Z N TYPICAL FOR 2 06 Q P-2B L • 2"V CL — 3..5 J -0 f2"cw'• V O 00 - r— �-2^V 2"W&V P-2 W W h"HW �7 1�..cw h..Hw P-6 O � I I "HW TO DISHWASHER • 2'W&V (4)1/2"Cw o—-- I 1/2"HW 3„S • • P-1A •�2"W (Z^ --1 PIPE 2"W FROM DISHWASHER • f2 CW (2)1/�"Hw F 13 2'W&T "3"S v O - ol— TO SINK TAILPIECE 2' � �-_� I 3"S 3"S Z � � ---) ---i I o,-�5)2V N:��(2)2..V ` O P-1 I 2 b!�--1b•_-1 3..V di di P-3 L——— 2— ——Q • h"HW Cw�i • P-1A 2)2..V U J F- -——————— •�--2"W( Q Q • I 3 S 3..S (2)lh,,cw fn CL —J '{�-2"W&T P� (2)1h..HW p vUi 3"S 3"RADON 11/2"G 081 CFH) 3"RADON 1h.-Cw "CW-~• ( ) h"CW 1h..Hw 2"W&V P-2 11/1"G 181 CFH _ 16"HW � -11/4"G(136 CFH) 34"G(20 CFH) L1J -1Z � �2 V O P-4 •—h..CW • L— 111cw ————-o--2'v 5 ^�, N DOMESTIC WATER METER I ` W 7 MINIMUM 12"AFF I C 1 • W/SHUTOFF VALVE \\\ I r 'I START OF PLUMBING WORK I _P-7__ *—h"HW r 1 DOMESTIC WATER SERVICE • 2 W&V v Q� I DOWN TO BELOW GRADE BY 2" h"cw c SITE CONTRACTOR II TZ N J —— L—�"G(20 CFH) � nl N r FD A• � � e--- — • 7D� 2"LW&T E I 2"LW&V V) '/2"cw "H W I :—————� • 2"V • 3..S WH ht'Hw A-,cw 2'W&V cw 2 UNIT"C2"SECOND FLOOR PLAN 1 UNIT"C2"FIRST FLOOR PLAN P-2 SCALE:1/4"=1'-oil P-2 SCALE:1/4"=1'-0" z,z W NO Ew V y_� C U v y j p [P GWU aE aCp H o o 0, O _ a c U x r 3 N U ^Z o U Q ,qujjCiwunq s=f, NE r'y Z O W Q� O 4"VTR z CV 0 4-YRADON VTR Q CV II C zv-*--------I I u- 0 00 II p _ II 0 I I II O YV -I.- r' o Z O �3"RADON � 11_l ILij U Q I N Q o CL ui N 2"V---0--------� •I- 3"V PIPING RUN IN ATTIC SPACE I I I Z I f2"V Lu O .-----------------------j O m � N N � I uLr I N - J N Z a) E 1 UNIT"C2"ROOF PLAN P-3 SCALE:1/4"=1'-0" UE1 er wE Ill Will OUN BOX WELL 6,UW1E>OtOtIO 1111 KIN F1 V OPM NTS Kai sir W nE Do Q 14 1r Lew(Br ot1NDe� 11 119 n' 1�ns -D�IV'aMO zm1>tlo _ 91 a A to oil lu lu 1 "Mill CLUSTER A•-13,25,21 LAVENDER;AWE I JASMINE LANE UNIT CZ IIN�, 91s s -8102U�LANE 19 CLUSTER'E' 15,17.19 LAVENDER LANE RYE BROOK 9 N Y■ WATER SUPPLY Ens n CLUSTER r-9,11.13 LAVENDER LANE In Ina 1„ CLUSTER V-3.5.7 LAVENDER LANE STATIC PSI: 50 PSI po es 11W Cll1STER 1•-2,4,6 LAVENDER LANE RESID PSI: 40 PSI n° CLUSTER•0•-2.4.6 ROSE LANE FLOW: 105Q GPM its lu B 4s.1-kr 1 am •0•-10.12,14 ROSE LANE 116 oil �IT E1' _ CLUSTER'R•-3.5,7 ROSE LANE Its _.—�- SLUS ER'T-16,18.20 1 LANE NISI 11T lu 13 CLUSTER T-9,11,13 ROSE LANE 1t7 115 1i LCL 1S ET R -21,23,25 HONEY90LE LME Ito � 1u 0 AE IBo11111Kr(TVIl CLUSTER x-15,17,19 4ONDr5OLE A[ In 1raEpl»IIo TMUFA 1„11111 au In 911 CME Y-9,11,13 H0NFMX1l LANE 1 1,? CLUSTER'GG'-3,5,7 PRIMIM LANE W000 SCREW 1118 \\\ \\\ �(�NOS) lb to � CLUSTER•JJ'-8.10.12 PR1YR0�LANE i 14 111 CLl1S1ER l(I(•-11,13,15 PRIMRDSE:AN: \\ \\ 14 l't Mr�1A� GLUM*N -2123.25 JAWINE LANE it 11 �\rn CLUSTER -13.15,17 JAWINE LAW NFPA-13R GENERAL NOTES P�JA\\\ 1 116 ��' 117 CLUWR ter'-7.9,11 ASMINE.AW AS TIE IDSI f"91111 1110 \\\ t1Bm OT nE OISUlED ms 511 � 1'N 15 XX'-2.4,6 JAWIHE LANE 1O SYSTEM DESIGN-RESIDENTIAL AREAS WET SYSTEM, ��� \\\ \\\ t6 112 PIPE 14 / 1u 110 -1,3,5 JASYIN�LANE SPRINKLER SYSTDA IS A HYDRAULICALLY CALCULATED MET SYSTEM \\ \\ 1" N 1u CLUSTERZ'-4.6.8 MULBERRY W' OFFSET MANGER \\\, \\ Ih PIPING HAS BEEN SIZED USING A LIGHT HAZARD DENSITY OF 05(PIN OVER MOST REMOTE 4 SPRINKLERS � � � 11, IIh SLUMR AAA'-3,5,7 MULBERRY COURT \\\ OFFSET HANGER \\ IN A COIPARTME)NT USING RESIDENTIAL SPRINKLER HEADS. \\ \\\, 13 1' MAXIMUM SPRINKLER HEAD SPACING-324 SillW000 TRUSS C`"A'AM \\ W000 SCREW 018 i 1:•� \\\i 10 11 \\\ \\\I a a DQSt1IG 16•ua>arnouo A DATER Ierl SYSTEM DESIGN PER N.f.P.A.p3R(2010 EDITION) -- W000 TRUSS OR BEAM ` O PIPE MATERIALS I — ALL PPE AND FlTTNGS ARE E1IAZEAMAs1T7t cpvc. OFFSET HANGER DETAIL HALF STRAP HANGER DETAIL =— 1 ' h O3 CONTRACT INFORMATION IVTs IVr& - 14 12 WORK UNDER THIS CONTRACT CONSISTS OF THE FOLLO?IQ - 3 DESIGN APO INSTALL A WORKING SPRINKLER SYSTEM PER N.F P A-13R 2010 EDITION �aU L.r -DRAFT STOPPING SHALL BE PROVIDED BY THE OWNER N ACCORDANCE MATH THE IBC 200 EpT10N S/TE PLAN 1" -BATHROOMS LESS THAN 55 SIFT.SHALL BE N COMPUMCE MATH THE REQUIREMENTS OF NFPA-13R 6 6. - —� (EY GDM ALL BATHROOMS ARE NONCO BJS?B E 94EET ROOK WITH A 30 MIN.THECA•BARKER 1• N.T.S. L tam -CLOSETS LESS THAN 24 SOFT SHALL BE N COMPLIANCE WITH THE REQUIREMENTS OF NFPA-13R 6.6.3 B - { / WE WALIE Ill G6B UJ CLOSETS ARE CONSTRUCTED OF NONCOMBUSTIBLE SHEET ROOK WITH A 30 MN.THERMAL BARRIER. � � i ICOPY -EXTERIOR BALCONIES. SPRINKLER PROTECTION 6 PROVIDED ON ALL BALCONIES AND PATIOS OF DMELLNG 1'1 UNITS N ACCORDANCE WITH THE BC 2OW EDITION.SECTION 903 31.2.1. o ' r 0 Z Z Z Z Z Z Z Z Z Z Z-ATTICS ARE NOT USED FOR STORAGE AND DO NOT CONTAIN ANY FUEL FIRED EQUIPMENT. -( I I I I I i II L — II -- --- ——I—I• — — — * D.D.H.APP��&( ROV QutRED FOR R UNFINISHED PR E"ON D0/1 E NOTES TO THE OWNER _ UTILITY PER NFPA -- 6 9'MA NTENANCE - 1' I I I I I - 6 9'THE OWNER SHALL BE RESPONSIBLE FOR THE COND T ON OF A SPR NKLER S,S'Ev �} 1-1 I I I I I I I I I I — - — _ II _ AND SHALL KEEP THE SYSTEM IN NORMAL OPERAT NG COND T ON W I I I I I I f FINISHED �* 1 j , I I ^ 6 9?SPRINKLER SYSTEMS SHALL BE INSPECTED TESTED A'.D MA NTA NED N ACCORDANCE WITH NFPA 25 STANDARD FOR THE NSPECT ON TEST NG AND MA NTENANCE OF BASEMENT CL — WATER-BASED FIRE PROTECTION SYSTEMS -o ;I j I (• ,' I '- II — — — — A 6 9 THE RESPONS BILITY FOR PROPERLY MA NTA N NG A SPR NKLER SYSTEM S THAT OF THE -� , N 1 _ INI 10_g I I I I OWNER OP,MANAGER WHO SHOULD UNDERSTAND THE SPR'.-._ER S'STEM OPERAT ON _ \or ,y S0 pE ft6+HDO _ 1 _ I _—-1� —-- 1 — __ _ FOR FURTHER.NFORMATION SEE NFPA 25 STANDARD FOR THE NSPECT ON TEST NG AND MAINTENANCE r WIE ��{� r"I � I I I I I I _ _ II OF WATER-BASED F RE PROTECT ON SYSTEMS =• I I 'N II___ _ _ ADDITIONALLY u-1 - 1)YOU MUST MAINTA N SUFFIC ENT HEAT THROUGHOUT THE°PEMiSES TO PREVENT THE WET SYSTEM FROM FREE71NG I II 1 k 1 I I I I I I _ _ _ I =_ — — — _2 YO SHALL%FORM TENANTS OF PROPER CARE NECESSARY TO MA•TA'. — I I I OCT 2 0 2020 tl THE SYSTEM I - -� i 1• 1 = .. — - ~ 3 FF THE CONSTRUCTION OP.OCCUPANCY IS ALTERED IN ANY WAY ti I I I III THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY _ VILLAGE PF RY - BROOK rr it F - --- -� � = i _ 1 + 1; � y —1 BUILDING DEPIL-ItRIN!ENT Or I�Muu eotic 111:710"m'ne' u dor w=am.111011111111 1X mR�1l WOli Wn o 4naJ - I Y � {� r —- _ _ - — .4 1 — l --- r nw Mma�smat»Ma-tTJLBf pEot OEtEGtYN ASSEIBT 1Nm+ - I - - - _ ,- -- — i - SCIM Witill Ill THU all A KtEak Will Si - I •I I _ r ' 1 --- S F - — - � DOUl�DETMV WRYin aa�WE rT uA [0-6 A At 1 1 • ' 1I08 9o2 10 - „� s10 Nso6 { Y — I UIIEX.CA.VATED - - '- u - I tr Ya11tu wx*W St1w QIIni WAVE IN 090 A KMW tAWEFR WO of aln 1a st�PlT"will I I _ — it vic u Mom*Nr amD®Im eoRRol an wean it 'i I 1• wE TIR Ill SMRDL WwER Lill GM A 1.11131,100 wWE ,TIE Sil WER SIRY LK Q,r-; Ul IFII IISHED' m UTILITY m tr Ill li*24r otaole Di me 03M RM:NAN>W 1 � - ----- I ; e 7' f W �i RM ill PRl GHQ A,'TM;mAl WaLWE I KE Ill - - Ill*30E 1 ems' may,Will WDII _ 1w i. _7 PERN41T# Lill r.it W1[wu umD�o•anrn1L�Itat:� 4 S06 __—_ � E -- - - - si SBL gxw L calAAt�tau - —_ ._ DATE APPR NOV 2020000=Nmmummwim� I;L._rL NiEl IT F-OOP 1 — ELEV =i - - - .,I IE'C.AVATE] L UNIT"C2" UNIT'A" UNIT VV r I FLOOR ELEVATIONS - BUILDING I L D I N G ---- ------ BASEMENT TO FIRST FLR.4 6' BASEMENT FL OOR FIRE N Pt T© Village of Rye Brook,NY SPRINKLER SYSTEM RISER DETAIL FIRST FLR TO SECOND FLR.= 10'-2° -F/REPROTECTION,�La,�!, N.T.S. — SCALE 14"=1-0" 1 All pipe locations are to pe field measured prior to faoncation n Whethe'or ot Indicated on the drawings the following items are to be provided SYMBOL LEGEND SPRINKLEP HEAD LEGEND DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN JOB INFORMATION SYMBOL DESCRIPTION SYMBOL DESCRIPTION and installation by the spank a contractor Head Cabinet,snare heads and head wench per NFPA 13 r•..1::-_:.::.N, ,_I ,_� ,, ;.:I_, ,,,:____ PRDJECT:KINGFIELD DEVELOPMENT 777 2 Al dimensions shown are end to end provisions for Flushing connections and drain ng of all pipe OF 14EW YO -_' REVISIONS: DATE:" ADDRESS:INTERNATIONAL DRIVE rq whereGENT 9 "� ='I== CONTRACTt;DODO CITY:RYE BROOK STATE:NY ZIP:10573 3 High temperature heads are to be field installed here required Inspector's test connection sna1l be prov ded for each system �V p 'F i _:•"I:•::IJ:-= .I•=.::'•`:.I: ::=:':=•.=,r=r:I �' a': ." 4 All pipes and hangers are to be installed pe'NFPA 13 Hydraulic identification plates 8 NFPA 13 requ red signs AP.` N `"' �"' CLIENT:THE WARJAM GROUP PHONE:1914)761.2500 ;=' 5 Gadded106 wet systems shall orov de a relief valve per NFpA 13 CO - S w K 10-0D I: CONSTRUCTION:WOOD LTD. _ OTE ICTI ■ 6 All new piping is to be nydrostat cally tested at-lot less than 20Ops It is the building ovrners responsioill to omv de adequate heat for all areas m the _ - `"- ``' 2 _ -"-• ADDRESS:S INTERNATIONAL DRIVE•SUITE 1 14 p g y P sprinkler supply pipe f =- - OCCUPANCY:NFPA 13R for 2 hours or at 50 s in excess of the maximum pressure bu ding alotected b•a v.•et ty e s inkier system and f.^a •rater filled su pl i e valves "� � c3 ''''�_-�' ''�•- _ _ CITY:RYE BROOK STATE:NY ZIP:10573 - when the maximum pressure to be maintained is m excess 0`1500S and system risers to dry t pe systems = ���' 1==1:=. � =-I-:-= `:..I.•=::-.;:-,t;'--I::•..E:7'• ":.=::: ==g::.'- 5 INDUSTRIAL PARK GLACE,uIDDLETOWN,LT Cc457 p , y , � � _ - - - SYSTEM TYPE:WET '860 6 � 7 A quick opening device is required when dry system volume excee•as Air oressure shall be maintained on at dr,type S+stems by an approved automatic air FOp 078T2WO�pY '��� _I.:': - DATE:03f27 2017 FIRE SPRINKLER CONTRACTOR CONTACT P' :860.632.6054 500 gallons per NFPA 13 comoressor or plant air system soecifical as oven for and ca able of automatically ROFESS I••I:'F. I::•�••• i t ;:,:I'-:I'_=I15 DO 9 P Y .P P y __. :: PHONE 186D)398 502 WWW MACKFIRE.COM 0 7 a== =•:-=�':=• PORT CHESTER DESIGNER:CHRIS JU 8 NFPA 13R app as required maintaining the required air pressure AHJ: - Ic O 01 =I-:.•1=;J:.I=I TOTA,TMi•SHEET:• TOTAL THIS Joe:• FIRE MARSHAL EMAIL:CHRISCMACKFIRE.COM _1:=N_E5: CT:F-•4ue5 MA:E�'2C454 41:OCC=47 Li GINDW WRCM TO AMIMY WWTED TIf TCX 12'00 90GO UM TM 0 IC O.0 FRkWC"A AM TK CAWa TO WJ?!ftl THE KIN F1 V PM NT 19%DQER PFE DOB NDT FREEN UP I I aJASMINE LANE UNIT 02 RYE BROOK9 NYn U I I SECOND'-'t 0 Z)R 11 U 11 H 1! 1 ELEV. 19 8 I R I 16'DEEP DQCM UM RZ 0 16'X RUN ALL PM ABX THE GAW CaMM AS 110i AND FIRSI FLOOR TQff AS POSW ID 411111111 FOR W�AFEA OF 11MM 10-2 WD D�C:OR KJESTO IE :'AVE�R 7. Bawincrit 34 ONDET'SLAB —7--7-7 —7-7--7--7-7 7-7 7-Z 7, GA RA GE SEC TION N.TS. —or or -i.4 —Ar !w 7 z z Y LIVIIIJG MASTE-R Doom BEDROOM -6 X Or UP FU K 36" 1110111 LPMK RUM= am sons(K ROM IWI to 1W UF -70 00 Or IF FROM IK A� eo X 2*CONTROL VALVE AND ALL UNDERGROUND PIPPING oe E 9-6 3 IS BY OTHERS. MO ARE PROTECTION'S CONTRACI ABOVE I I -- I- 4-5 BEGINS AT 2'ARE SENCE WATER LINE LEFI INSIDE HYDRAULIC DESIGN DII I t IG ................ THE BASEMENT CALI%R)'A'#11 CL (A ROOM I)INTN('-Rf X)NI L BATH I t(11109010M FX SUM 6M LK WO HYDRAULIC DESIGN CRITERIA me KM K am"RM F am 01 Density t MM IRK WIN KMk EW9 NO A VARIES 11 04"K War RDN wo(Rf airmm Spacing u, sm r 1,11111XII(MM Im SUM WIR tK up K Factor 49 WALi Hose Allowance C 0 Uri 11T-I* Oita Wfim Miza(ef Mm UP M TK This System is Designed to Discharge Sam R10011 at a Rate of .05 GPM per scl It of Floor Area Over a Remote Area of UP 2 Sprinklers when Supplied with Water at the Rote of -147 GPM at 42.2 PSI .-j at the FP DGDVM NIX T 01 IIIIIII MIM FVE N GWE AIIEA TW 10 Tit FLO AM 7 01 For !7 9 0 am YINM LK 1 00,00 Toff M Tir or FFAK(f-n 1 1. 0- 1-4 44 4P -0 f MXMM IN SM ill=LK Caft NO KM X BQW I=(Ff CXW 2'CO11lft WA WR WOW WO 9M W*IR WD RX 90R).(Ff ODW r witicimm rK sm go LK IV 5-7 :4� V(up In YK Jr- 1. BMW A P A G E 1A z z 4-4 �1�c 0-6 4/ INA TDO 10 K 110 dK 71 FOYEF 407#01 7,*#7 AaFM W ISIM HID 91 K0 11110 OM 1K CDM M111b=NM r 70'1 ,t r UNIT'A n(AS ORMY A%U11D 0 li� "Ma FK MID 990M RX 05 Et &QOW0 CRC R=WA9,9 PH UNI T"C2 HYDRAULIC DESIGN 21 am*W lin WMK lum W"Z)-a HYDRAULIC DESIGN UNIT 11C ill (Ai t ARIA i (-A] MA Q*WO M AMW MFOWN -1)(-Z,171 tit';Z of TTR VVP FL01 WCH 0 VC5) I:MiT 1-1 ouk AMA X FFE MID"WER __j 7.WOOOM FK SM IRT101 LK It 01"caX 111191M 110T)UM 010MA(Ff OWO HYDRAULIC DESIGN CRITERIA HYDRAULIC DESIGN CRITERIA 2'CXTRCL VALVE AND Ali UNDEI;0OUND PIPPING Density is oy OTHERS Ma ARE PmEcflows CONTWT 05 05 Density Spacing VARIES BEGINS AT 2'nRE SINCE WATER LINE LEFI INSIDE Spacing VARIES r.12,COX f7AM K Factor 49 THE BASEMENT K Factor 49 Hose Allowance Hose Allowance MN MW Cox This System is Designed to Discharge FIRS T FL 0 OR FIRE This Systerr is Designed to Discharge RXWK CMM41D PO"MKIR at a Rote of 05 GPM per sq It oto Rote of .05 GPM per sq It of Floor Area Over a Remote Area of of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water FIRE PRO TEC TION PL A A/ 2 Sprinklers when Supplied with Water at the Rote of J8 GPM at 42.7 PSI at the Rote of �U.j GPM at�i,S..e PSI INSUL A TION DE TA IL FOR A L L SPRINK ER- at the FP DSDVM KM T SCALE:1 4"=IV" at the FP DISDO)a Na T IN OR A DJA CENT TO UNHEA TED SPA CES N.TS. All Dicie locations are to oe field-ieasured prio.to fawicai,'),- J,nelhe or no;indicated on the draviinas the follo,-/ing items are to be piov ded SYMBOL LEGEND SPRINKLER HEAD LEGEND DRAIAINS TITLE:FIRST F��OOR FIRE PROTECTION PLAN JOB INFORMATION F- SYMBOL DESCRIPTION SYMBOL DESCRIPTION and installation bv the scinnKie,c.,ntractoi -iead Cauine,s.oaie heads and head virench per NFPA 13 PROJECT:KINGFIELD DEVELOPMENT hown are end to end Drov:sions for flusning connections and draining of all pipe Q REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE 2 All dimensions s" Uf V41E CONTRACT$.DODO r-, 3 High temperature heads are to De field ins*,alled vinere required. rispector's lest connection shal!be provided for each system %jGhNE'0 CITY:RYE BROOK STATE:NY ZIP:1115'?3 -noa 4 Al;pipes and nangers are to DE walica Pe*NFPA 13) -4vd,aulic identification plates&NFPA 13 required sions (M5 20-0) CONSTRUCTION,WOOD CLIENT:THE WARJAM GROUP PHONE:1914)76i 5 5 Gridded%,/e.s.,stems st all prov�d�a relief valie Der N"P"13 co 0 C� LTD. F I R E P R 0 T E C T 1 0 Nw 13 n OD 4 0 LU 1.--7:1:-, 6,Al!net-.ciming is to be hvarostat-a!iv tested a:no,less*nar 20"JIDS s Ine ouiid:nc ovi-iers resoonsibility to provide adequate hea:to:ai.a-eas in tie U. <0� ADDRESS:5 INTERNATIONAL DRIVE-SUITE 1 14 z -- CITY:RYE BRODK STATE:NY ZIP:10573 -T to!2hours,or a!50:)si ir-.excess of the maximurn wessure o�iidjnc protecte�-by a we,*,Yoe sprinkler system and fo�all�iatei fillec supply pipe valves 101- OCCUPANCY:NFPA I 3R %J I -INDUSTRIAL��ARK PLACE.','IDDLETOWN, 16457 t . < SYSTEM TYPE:WET vihen Ine maxim%im Dressire to De maintained is i-i excess of 15-3Ds =,,u sysierrinsers 1�dry lipe systems. j::-'::-- I P:860-632-BO53 F:860-632-8054 7 A quicl,opening device is requirea v/nen cry systern voiume ex�;eeds A:i pressure snall be maintained on all dr),type systems by an aciproved a.ilornat,air DATE:03,27'2017 FIRE SPRINKLER CONTRACTOR CONTACT 500 gai-ons per N=PA 13 coillOiessoi o,piant ac wslem soecifically approve.d for and capable of autonial-caliv P FESS'No DESIGNER:CHRIS JUDD PHONE:(860)398-5024 WWW.MACKF1RE.00M IL 14F=A 13R requifea mainiaining I:*requ-red ai;Dressure 0 -3 AHJ PORT CHESTER E-MAIL:C HRISS MACK FIREX OM —c-4:2S' MA:a:- 2-4;4 Rj:r-r-l-1:47 -A.T�IS SHEE-:' T:-A�THIE Joe:- 01 T: FIRE MARSHAI IKIN F1 V RM NT 1 1 JASMINE LANE - UNIT CZ RYE B R O O K9 N Y■ HYDRAUT IC DESIGN k Al C Akf_A PS F(I)ND 1.1 00R Fit bkuut,;a HYDRAULIC DESIGN HYDRAULIC DESIGN CRITERIA i SIC�kF�r•, �FCt)NII Fl<NJk Density O5 A L%`71.R BF DRur)D I Spacing VARIES K Factor 4 4 HYDRAULIC DESIGN CRITERIA Hose Allowance HYDRAULIC DESIGN Density .05 C%I c%Re.v i• This System is Designed to Discharge Spacing VARIES A1xiF1-RHFDkouh' at a Rate of .05 GPM per sq ft _ , K Factor 4.9 of Floor Area Dver a Remote Area of 3__.ti Hose Allowance HYDRAULIC DESIGN CRITERIA 2 Sprinklers when Supplied with Water _ _ 6=4 _- at the Rate of 32.2 GPM at 43.8 PSI _ This System is Designed to Discharge Density .05 at the FP DOYIIGE lim T at a Rate of 05 GPM per sq it y of Floor Area Over a Remote Area of Spacing VARIES 2 Sprinklers when Supplied with Water K Factor 4.4.4.9 at the Rote of 26.3 GPM at 36.3 PSI Hose Allowance - --------_.----- ---- _�- at the FP 06014CE off S' This System is Designed to Discharge — - =LAI ROD: B_-Or• at a Rate of .05 GPM per sq It of Floor Area Over a Remote Area of Q►O 2 Sprinklers when Supplied with Water at the Rate of 28.1 GPM at 35.8 PSI at the FP DSDPIICE IME Y - - — BEDROOM#2 ss r � � lit STAIR I , HYDRAUT 1w DESIGN i1� ►o t• S �' j/' \t8 ♦ , I•�>VIiF'l)R ,•� Ir HYDRAULIC DESIGN CRITERIA g T#N i II 4o niE• tJ ' Density Spacing VARIES 400V WADI-I11 / K Factor 4.9 ', • ?p�,/i C L Hose Allowance - lie •P ////�/// This System is Designed to Discharge Q ® ✓ I.1 ° _-r- A at a Rote of 05 GPM per sq ft of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water b at the Rate of 34-4 GPM at 45.1 PSI BATH I I _ �• at the FP 050*0 W S• FA ro HAt WA, lit BATH j; ` =T /�! ✓ --- i -- — C L Lit 1E1 , i — 1 BEDROOM#3 1 � i f 1 t NOTE: - - -- - t`—�- — J-- -n ALL SIDEWALL SPRINKLERS ON THE SECOND FLOOR SHAH 8E LOCATED AT 0'-7'BELOW THE COIING �--] UNIT••C2•f TTl'DRAUI I%Rl DESIGN UNIT'Aff UNIT Viff - - '- f-r'�+Nl�f•i�r+k - - HYDRAULIC DESIGN CRITERIA SECOND FL OOR FIRE Density O Spacing VARIES FIRE PROTECT/ON PLAN K Factor 4 4 SCALE.•14'-1-0 Hose Allowance -�'s System is Des gned to Discharge of a Rote of 05 GPM per sq It of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water at the Rate of 32 b GPM at 41 PSI at the FP MDWO ICE T 1 Allpipe locations are to be field measured p to fabrcauon Whether o not indicated on the drawings the follornng items LEGEND SPRINKLEP HEAD LEGEND JOB INFORMATIONems are to De prov dad SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:SECOND FLOOR FIRE PROTECTION PLAN and Installation by the sprinkler contractor Head Caoinet,spare heads and head virench pe•NFPA 13 _ _ PROJECT:KINGFIELD DEVELOPMENT 2 All dimensions shown are end to end Provisions for flushing connect ons and draining of all pipe OF VIEW y0 ( __ CONTRACT$:ODOD REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE 4� -1; 3 High temperature heads are to be field insta,ed where required Inspector's test connection sna be provided for each system <<fi�VGENEp 9,f. -^ == _ _ Y ZIP:10573 CITY RYE BROOK STATE:NY 4 All pipes and hangers are to be installed Pe NFPA 13 Hydraulic identification plates&NFPA 13 required signs ��J' w :_ _ CLIENT:THE WARJAM GROUP PHONE:(914)761.250 :._-1; ., •' CONSTRUCTION:WOOD 5 Gndded wet systems shall provide a retie`va ve per NFPA 13 rn tT°' 20-0I - LTD ■ ■ 6 All new piping is to be hydrostatical) tested a'not less than 200 si It is the ouildina ovmers res ons bility to provide.adequate neat for al:areas in the ° ® :].I;3= ==i-__=-_:_.:t;_1•.-",E' .il::..•_.:==r=._= - :-_=3.: p p g y p p q � Z --_ '__-•-_ -__ -' ADDRESS:5 INTERNATIONAL DRIVE•SUITE 1 14 for 2 hours or at 50psi in excess of the maxim:im oressure building protected by a.ret type sprinkler system and foi at dater filled supply pipe valves c9 f =''= `' OCCUPANCY:NFPA 13R CITY:RYE BROOK STATE:NY ZIP:10573 5 INDUSTRIAL PARK PLACE.MIDDLETOWN,L- --6457 rn when the maximum pressure to be mamta ned is n excess of 150psi and system risers to dry t;^oe systems c 3' 07812� ��� F_i J•__ I. i_,-_I.. I _ SYSTEM TYPE:WET 7 A quick opening device is required when dry system�oiume exceeds Air pressure shall de ma nta ned on all OR,type systems by an app•ovea automatic air Fop \O�aP ��� _I=''� DATE:03 27 20)7 FIRE SPRINKLER CONTRACTOR CONTACT P:B60.632.8053 F:860.632.8054 500 gallons per NFPA 13 compressor or Dian,air system specifically approves fo and.-apable o'a.itomat.cally ROFESS a==T:=1= :•11.1--1••` :_:==r•_ =:<"::=_:7.° ':::I---i'_•11: IL E PHONE 18601 396 502 WWW+MACKFIRE.0 0M 6 NFPA 13R apply as required maintaining the reouired a,press e 0 ,=_:'%:::- 1;>•=n ,Ha PORT CHESTER DESIGNER:CHRIS JUDO - Q of ?==ti:r.•.'.r:a:l.':r Tern.TMi�SNeeT:• TaTA�Tri15 Joe:• FIRE MARSHAL E-MAIL:CHRISyMACKFIRE.COM _1[ENEEE. _T:F'4�2: MA:S� L JG�4 nl:=mot- 47 FIELDWORK COMPLETED: June 23, 2022 FLED MAP REFERENCE: Sub di vision Map of "Kingfield" F.M. No. 29210 filed August 30, 2018 Subject Lot.94 Known as 11 Jasmine Lane Town of Rye Tax ID: Section 129.025 Block 1 Lot 1.55 Legend g° AC_ Air Conditioning Unit TRW TRW © Sewer Cleanout wlFence ence 2 CRW— Concrete Retaining Wall ��F 0 0 ® _ 0 Curb Stop Water Service o ® Electric Box 4Q E ® — Electric Manhole 4.5 3 ••t G 3 — Gas Valve Shed \ o L igh t Pole \ ©— Telecommunication Box \ ®— Transformer Pad `, 0\ n o O— Water Valve > N r rn � p \ n a 0 r Area= 3,839 Sqw Ft. o D IECIE WE To date, no Title Report or Abstract of Title has been provided. This survey is subject to a O .� N .36 2 6 current t �.0 OCT 2022b3MD up o date Title Report. S 0 A $5. Property corner monuments were not placed as � � � � VILLAGE OF RYE BROOK g BUILDING DEPARTMENT part of this survey. This map may not be used in connection with a "Survey Affidavit" or similar document, statement As or mechanism to obtain title insurance for an Built Surveysubsequent or future grantees. y 11 Jasmine Lane Unauthorized alteration or addition to a survey map bearing a Licensed Land Surveyor's seal is ni t %94 a violation of Section 7209, sub—division 2, of the New York State Education Law. Prepared for According to NYSAPLS policy adopted January 23, Sun Homes, Inc. 1993, the alteration of survey maps by anyone other than the original preporer is misleading, S tr mto h the confusing and not in the general welfare and benefit of the public. Licensed Land Surveyors shall not alter survey maps,s, surveyplans, or Town of Rye survey plats prepared by others. Wes tches ter Coun t , Ne w York N S T E s ENGINEERING, SURVEYING �c GRAPHIC SCALE LANDSCAPE ARCHITECTURE, P.C. 01 20 40 3 Garrett Pace • Carmel, New York 10512 JEFFRE Y B. D eROSA, L S Phone (845) 225—9690 • Fox (845) 225—9717 1 A IL New York State License No. 050749 www.fnslte—eng.com As UMENT CQ 2022 In si to Engineering, Surveying & Landscape Architecture, P.C. All Rights Reserved. (IN FEET) E:DO1622 7.200 1" = 20 ft. Lot Maps/Lot 94.dwg