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BP21-005
SECTIONDATEA &Q21 P//IQ •It TYPE• • j 1/L�f1ILTiI/ / %1/ l / I► ! i I_)ML250 � CONTRACTORC AO a IF • i s � • % ? I/ • # eI I t FEE4Z0104,6DATEei ! # FEE DATE INSPECTION RECORD FOOTING FOUNDATION FRAMING RGH FRAMING �L INSULATION `LU PLUMBING RGH PLUMBING GAS SPRINKLER ELECTRIC LOW —VOLT ALARM AS BUILT FINAL l Z /C;-cpkf� OTHER APPROVALS ARB BOT PS ZBA OTHER THIS BUILDIt«+G MUST f;E POSTED JlifH A PERMANENT CMIISTRU(MON TYPE IDENTIFICATION SIGN; v rR D PRIOR TO THE iSSUANCE OF A C/O, AS t?EQUIRED SYs`N SF s`F Lr? 4'0 �91' I'QOqI'�caul�Ue1�-as,�'y //L,ac,��i�e -cam I e�,��r �lolaoaa ©nro,-��i FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT AS-SUCLTIFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION VILLAGE OF IRyE BROOK WESTCHESTER COU.TTY, NEW YORK No: 22-123 Certificate of Occupaucp his is to certify that � , 9& 6-00 k- Pa/-6jet-S �L G of, /V 7 , having duly filed an application on Q20 02,requesting a Certificate of Occupancy for the premises known as, l , Rye Brook,NY, located in a Zoning District and shown on the most current Tax Map as Section: 5 Block: / Lot: 50 , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. QJ , issued `'2 20 0;)/, 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: K"3/'Ofif- FCUYI Construction: for the following purposes: fAJ"14Z OUX01JI)*ia iv/ Myee, sloKZ e le ya 7(6) Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FINISHED BASEMEN I NO 1 APPROVED FOR USE AS A SEIDARATE-APAKIMM UK 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 height sh 1 be made,nor shall the building be moved from one location to another until a permit to accomplish such change has be ob fined nspector. Building Inspector,Village of Rye Brook: Date: SEP - 12022 1` l. GIi VV�LI `f 19 A" 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 September 1,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 6 Jasmine Lane,Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.50 Mechanical Permit#21-010 issued on 1/12/2021 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 O�` y CSC t�mot,W.Li A" attl?.liwwaW 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 September 1,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re. 6 Jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.50 Mechanical Permit#22-094 issued on 6/9/2022 for a New Residential Elevator This certifies that the three story residential hydraulic elevator,installed under the above captioned permit has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /to La L V4 W.1,y �a44 V'W Y 406 ..{.nnim eaW 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 September 1,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 6 Jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.50 This document certifies that the work done under Mechanical Permit#21-197 issued on 12/17/2021 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 D jD i F;n For office use only: AUG 3 0 ZOZZ BUILDING:16ET'R.TMENT PERMIT# VILLAGE OF RYEiPOK ISSUED: of—o1 VILLAGE OF RYE BROOK 938 KING STRE>� I v>r BxooK, I�w YORK 10573 DATE: - v- BUILDING DEPARTMENT94. 9 -06 O! FEE. �` /O— PAID ` ww r ok^or 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 rssrr■s►ssssrr►r■♦ssrrsrrrrrarrrrrreusrrssgs»r•►ts ssssrrssrssssr►ssrrs•ssrattrsr asrutsrrtrrarsrasrar•r a►raaraaarrrsssrar• Address: TASMi PCr-t VYk '9e-,,y— N y 106� — t-Ai Tq—4 Occupancy/Use: 2 it S Parcel ID#: (Z .ZS ( I 50 Zone: Owner: SG 1Zq(1 $2o0(C. PW(J W-S :I._lZ A dress: 4 W4 4-C uJ bz 3z5 w�(Tle Pu��NS P.E./R.A. or Contractor: Sk tJ Q$ 17tiV iiL'0PMgA3f-Ad '� K7 N wK� 'PU4f cAapKr Person in responsible charge: W(L L 1 MI Q 14/�L Ad ress: bAz 04 Q5 kv(k nA S 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: /' 1 1�V L- being duly swom,deposes and says that he/she resides at.3h W 40 y(4l tyt 4u2k e-0 (Print Name ol'Applirvn) (No.and Street) in 61�rrn at-b ,in the County of V/A!le�Y/i 4G( i) in the State of CT ,that (City/rowr,t 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 4'�? -f L6,p0 for the construction or alteration of A �./ &4 4G-b Sl t Sfi UC r^rA(!4 ZW(fil.l4 l4( w 1 6 0 6 A V-0 13AStirri7 , q,�n ' L'F� /4-1y-o ct__ 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..oof the Code of the Village of Rye Brook.✓Sworn to before me this ,-A Sworn to before me this t-j day of / , 20 day o , 20 at 2— Signature of Property Owner Signature of Applicant t ut,w �A-t--, t.J�c (��tt�t le (yit.Llall� ('�-1F.►�� Print Nameof Property Owner Print Name of Applicant Notary Publi A 1oyi \ Notary Public "'\ �7� Chris du A Boyd Notary��9�Yo�lt Notary PlAk Stm*of Now York Na 01906166M QriiM�it WtIcYM�r Carty No, in Wbetchater Coaaty Ca.tm:o.E> r wo►2l, aDa3 Commission ExPim May 21,W,.-CU3 QyE BRC�k, 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 : AS✓��C �� =� - DATE: T/I I-Z-Z_ L ` l PERMIT#iL� 2-t r o)S ISSUED: t Z SECT:12T ,Z�"- BLOCK: 1 LOT: t 1��j LOCATION: NCB i t�'�''l��� Ij 7� -y `L `}` �S�w 1 OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION FINAL ❑ OTHER E BRC��. 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR lj-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: (LJ. DATE: I-TD ' z C ,�rz�PERMITS - ISSUED: SECT: BLOCK: LOT: LOCATION: `A 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 l^ n{��/ �}1 ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER UILDING DEPARTMENT INSPECTOR VILLAGE OF RYE BROOK NT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.ors - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - `S�ADDRESS : DATE\�2 PERMIT# ISSUED: ` SECT: BLOCK: LOT: LOCATION: v v-" -`�-c1 ! OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... Y ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING p INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BR(�k• • 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - -- --- - - - - ADDRESS: �f ) �n 5b �: , t ._i \-(, t JQ DATE: 1Z-`Z� 1-) ,R I PERMIT# �\- ISSUED: \ SECT: 6 ?�' BLOCK: ' LOT: LOCATION: OCCUPANCY: �, V ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑` UNDERGROUND PLUMBING NOTES ON INSPECTION: ff ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION F - ❑` NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER Q�E DR�jk• p� ym .1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR �'ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK J 0 CODE ENFORCEMENT OFFICER 938 KING ST-REET s RYE BROOK,NY.10573 (914)939-0668 FAx (914) 939-5801 Www ryebrook.org -- --- - - - - - --- ---�--- INSPECTION REPORT - - - - -- - - - - - - - - - - - - ADDRESS:- (� I � DATE: 1 hcyz PERMIT# y �`3 ISSUED: t SECT: -�BLOCK:--� LOT: `6 `-CO t) OCCUPANCY: LocA4Ia lU ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPE TION ,R REQUIRED FOOTING W LJ 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 1 , z � °a o � a 9L w F z 7► GW7 w o � U � � � � � r.., a �`N ~ o >-r x v� 3 3 o Z za�a aNz 4 � zzAaxxaa' w zw Q > � oo °oozoozQa w W. z °az ,F A a cnwwWapec� ►4 .aWUwO ❑ ❑\ BRC�� - O 2� 1. c 932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR [IlssisTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK I f❑CODE ENFORCEMENT OFFICER 938 KING STREET- RYE BROOK,NY 10573 r (914)939-0668 FAx (914)939-5801 www.aebrook.org ; - - - - - - - - - - ---- - -- - INSPECTION REPORT - - - - - - - - - - - - - - - -- - -- ADDRESS: / "r aQcn k'_` 1 DATE: ,D�'2(S \ l om, r t^� PERMIT#6� ISSUED: t `� ` ySECT: ` �"� BLOCICi . . �. LOT LOCATION: V\ ` OCCUPANCY: . / U ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION- ❑ SITE INSPECTION `^ �CQ REQUIRED p'FOOTING �C- ��C'S❑ FOOTING DRAINAGE i ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS p FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING f• ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �QyE DR(��• O y� ur � 1982 BUILDING DEPARTMENT UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914)939-0668 FAx (914)939-5801 www ryebrook.org - - - - - -- - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - -- - - - - - - - -- ADDRESS: Z -JA---�Vtk t �� �'�17� . DATE: Z f,-6 Z co PERMIT# �` ISSUED: Z SECT' ' � BLOCK: LO : 1�� LOCATION: C 'a" Lr� ti— (� 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 >��'• +982•��o BUILDING DEPARTMENT UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914)939-0668 FAx (914)939-5801 www.rytbrook.org - - - - - - - - -- -- - - - --- - - INSPECTION REPORT - - - - - - - - ------------ ADDRESS: Q.�"r`I DATE: s Z` Z t Zti 'do3 c PE`> ii#� ISSUED: SECT: BLOCK: LOT: LOCATION: N R C- j' OCCUPANCY: 7-1 ❑ 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 , C ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BR 198? BUILDING DEPARTMENT ❑BUILDING INSPECTOR T �SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK //❑CODE ENFORCEMENT OFFICER 938 KING STREET- RYE BROOK,NY 10573 (914)939-0668 FAx (914) 939-5801 www aehrook.org -- --- - - - - --- - -- -- - - - INSPECTION REPORT --- --- - - - - - -- - - -- - ----- ADDRESS: -1 1r'1 -� (' C' nl-Q- DATE: PERMIT# ISSUED: l � SECT:t L� , 2 BLOCK: I.OT:� C f D LOCATION: \ ��� � OCCUPANCY' '7 I l v �/ ❑ VIOLATION NOTED THE WORK IS... (J ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS S ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ,0-'OTHER i �.J BRW o BUILDING DEPARTMENT ❑BUILDING INSPECTOR 'ssisTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK �❑CODE ENFORCEMENT OFFICER 938 KING STREET-RYE BROOK,NY 10573 (914) 939-0668 FAX(914) 939-5801 www ryebrook.org -- - - -- ---- - - - - -- - -- - INSPECTION REPORT --- - - - - -- - -- ---- ---- ADDRESS: C- DATE• , PE IT .(' `"`-' 'ISSUED: k A SECTAr)5. ZSBLOCK: LOT: t LOCATION: ` / l > -OCCUPANCY: "7 (, - v ❑ VIOLATION NOTED THE WORK IS Er 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 f ED 19aZ BUILDING DEPARTMENT ❑BUILDING INsmmft �pAssisTANT'BUu.DING INSPECTOR VILLAGE OF RYE BROOK / LJ CODE ENFORCEMENT OFFICER 938 KING STREET•RYE BROOK,NY 10573 (914)939-0668 FAx(914)939-5801 www.aebrook.org ----- ----- -- -- ------ -,INSPECTION REPORT ------- -------------- ADDRESS:- I) Z. 4:)i�N--Q, 'Q DATE: �� 1--)o PERMIT# — " ISSUED: ` Z 1 SECT:_S1 BLOCK:LOT: 1 LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED. ❑ RETECTED/REINSPECTION ❑ SITE INSPECTION ` REQUIRED ❑� FOOTING ( �2-�Cil\�' S 1 C 0 FOOTING DRAINAGE I ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING — 7 ❑ ROUGH FRAMING ❑ INSULATION `, ❑ NATURAL GAS ❑ I.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL.PLUMBING ❑ GROSS CONNECTION ❑ FINAL ❑ OTHER r V 4 '9a2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK All CODE ENFORCEMENT OFFICER 938 KING STREET• RYE BROOK,NY 10573 (914)939-0668 FAX(914) 939-5801 www ryebrook.org -- - -- - - - - - - - - - -- - - - INSPECTION REPORT -- - - - - - - - - - -- - - - - - - - ADDRESS: � (71"1 �� DATE: C(I12 2�l Z 1- ( i PERMiT#, 1.51� C, ) L l , ISSUED: f()2` �� SECT: I z ( Z BLOCK: LOT: LOCATION: ` a l ^� S OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... LI ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION }' �(�vC _ REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION UNDERGROUND PLUMBING NOTES ON INSPECTION: /❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BR(��, o� ym r 7982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑!ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK /11 CODE ENFORCEMENT OFFICER 938 KING STREET •RYE BROOK,NY 10573 (914) 939-0668 FAX (914)939-5801 www.ryebrook.or$ - - - - - - - - - - -- -- - -- - - - INSPECTIONREPORT - - - ----- - - - - - - - - -- - - ADDRESS:- 21 � DATE: PERMIT# ISSUED: �1 INECT: 'a F BLOCK: LOT:Ji—o LOCATION: � OCCUPANCY: y ❑ VIOLATION NOTED THE WORK IS... ,❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING 11 OOTING DRAINAGE 'i "►�C�1����O� FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS p L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER G� 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR .AASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK 13 CODE ENFORCEMENT OFFICER 938 KING STREET-RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.Uebrook.org --- - - ------ ------ INSPECTION REPORT --- - - - - - --- - -- -- - - -- loel ADDRESS: I ( � Qn l iN� DATE. jj �y PERMIT# ISSUED: 1` ���� r SECT: l�~ ' 2-�BLOCK:LOT: LOCATION: - W ��� U(1( S OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ 'FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION 2-'UNDERGROUND PLUMBING �y ! 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��. -k '9a2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTIONREPORT - - - - - - - - - - - - - - - - - - - - - l ADDRESS :_ �, �C�1 ( DATE: \ 1 \ (?(� ,Z` 00 PERMIT, `� /` �� 1 ISSUED: d()A-Z`SECT: (��BLOCK: LOT: I r o LOCATION: ��� U �� OCCUPANCY: 2-1 ❑ VIOLATION NOTED THE WORK IS... ❑/ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION // REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE Q-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 n �yE BRCiJ�. O� tim 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ec(0 SISTANT BUILDING INSPECTOR VILLAGE OFRYEBROOK DE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - -- - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : S�Z'1 , \ V Lr���� DATE: -2 �1 4 ` PERMIT# jSe L ISSUED: \ �Z Z SECT: �1 .�*4%LOCK: LOT: ( 1� LOCATION: C c---A OCCUPANCY: Z1 V ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ ITE INSPECTION 111d REQUIRED FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION t n ❑ NATURAL GAS IJ �J �(�l \; PP ' 7) ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER co OD N O N r. N tn OTC = C6 .r M OD tA C v Vr dt enCU- o z � w o M-• C ow. O w w torim .4 U Q13 O A � oc a W � � •1 a W Z (1> 3 o (> z � c o0 U ICI F+� rn U m z x P0 OEM Q U w z W w U Q O t A a w a ;30 ..BUIL TNG ARTMENT R __ I 3D C v VILAGE OF RYE BROOK 938 KING STREET RYE BRO ,NY 10573 APR 13 2021 (914)939-0668 FAX(91939-5801 VILLAGE OF RYE BROOK www.iwebrook.org BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION ^ Westchester County Master Electricians License Required p l OIZ 011'1 ar'r l"O ()vI V 21-005 EP#: 09 _021�0 Approval Date: APR 1 5 Permit Fee: $ � )C�•�� �� Approval Signature: 4 Other: Disapproved: (fees are non-refundable) Application dated,04-12-21 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: 6 Jasmine Lane SBL: 129.25-1-11 5U Zone: Pao 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 Cell#: 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 xxxxxxxxx*xxxxxxxxxxxxx*************************xx**x**x*******xxxxxxxx******xxx*xx*xxx*xx*x*x****xxxxx** 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 Electrical Contractor 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 tolbefore me this day of 120 day o 20 Signature of Property Owner Signa a of Appli t Print Name of Property Owner Print Name of Applicant Notary Public Notary Public 3/21/19 Westchester Rockland Electrical Inspection Services, Inc. L Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue �� Fax: 914-347*,3,596 Elmsford, NY 10523 BUILT)IN6 PERMIT N0 �lyl TEMP# DATE CITY OR VILLAGE ZIP CODE - TOWNSHIP /CAS / J STREET AND NO.OR ROAD POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION ^ BLOCK OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME AND r HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.LACH NO. I WATTS EACH INSPECTION OUTSIDE BASEMENT is FL. E KYE 81;MOK 2'FL. 3'FL. REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: N l-tvv A2P tz�v T.S THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY WREIS, INC. IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES,THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW❑ ADDITIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD(-] UNDERGROUND L] LL AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY DATE OF APPLICATION SIGNATURE OF APPLICANT Ess TELEPHONE NO. 3 4/�-7 a Saab CRY=E � 2W LICENSE NO.WHEN APPLICABLE ~ e � � a a WLn kin 0-4 w ' F-4 ao 00 CIA Q w ✓ U v C � . N O O 'L{ =_ � N w o w 1 � < N w x x a U wZ U - n 00 H w z �0 V O � O U W a z Z � Z a � V MCI hil Q Q A o w Q z z ° ►� WW W z � A � � � ' � W " Uzu g a z aN H r� v w z a � � ° x L rA �z D BUILDING DEPARTMENT AUG 2 4 2022 VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 BUILDING DEPARTMENT www.ryebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required n �l FOR OFFICE USE ONLY BP#- 21-005 EP#: O' �V I JApproval Date: AUG 2 5 2022 Permit Fee: $ � Approval Signature: Other: Application dated, 08-1 0-22 is h reby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: B Jasmine Lane SBL: 129.25-1-1. C Zone: 'PuD 2.Property Owner: SC. Rye Brook Partners Address:;5, 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: dfortino enterpriseelec.eom 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 5.31 Party Electrical Inspection Agency: SW IS STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: bk,r S A�;C" 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) C e to state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) 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 be f rem this �4 day of ,20 day of 0 2Z Signature of Property Owner Signature of Applicant Denis M. Fortino Print Name of Property Owner Print a of Applicant Notary Public Notary Public CHRISTOPHER J.BRADBURY Notary Public,State of New York 6/23/2022 No.01 BR6159985 Ouslified in Westchester County Cn-y-rnis,zion Expires January 29,20 STATEWIDE • 181 Main Street,Fishkill, NY 12524 1 email:officeipswisny.com JOB APPLICATION ;. 1 914.219.1062 • SWISTraining.corn SWIS O(hce Use Elect. Permit# Date Bldg Permit# 2 Utility ID# Final Certificate# City/Village n Zip Township County Address { „�' Cross Street Secl Block I Loy, b J (r , Owner Name/Address(if different than above) Contact Number ❑Basement ❑1st FI. 0 2nd 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 1P / 3P #Meters #Disconnect ❑Underground ❑ New ❑Reconnect / v ' ;' " ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information (,JIRi�G fig rl ILK, � AUG 2 4 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 arty 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 Na r� i �� Date T/' -2Z Signature AddressP0 0X /y City/State Zip Code /U ; License# _ Phone# State Wide Inspection Services 1080 Main Street Fishkill, NY 12524 a 845 202-7224 Phone 914-219-1062 Fax STATE WIDE INSPECTION SERVICES Email: office@swisny.com Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Enterprise Electric Corp. SC Rye Brook Properties PO Box 713 6 Jasmine Lane Rye, NY 10580 Rye Brook, NY 10573 Located at: 6 Jasmine Lane, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: 22-201 129.25 1.500 Certificate Number: 2022-5070 Building Permit Number:21-005 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:6 Jasmine Lane, Rye Brook, NY 10573 The Basement, First Floor,Second Floor,Attic,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 23rd day of August 2022. Name Quantity Rating Circuit Type Receptacles 74 Switches 61 Incandescent Luminaires 12 LV Lights 04 Recessed Luminaires 34 Range 01 Dishwasher 01 Exhaust Fans 04 Dimmers 21 Disconnect 01 200AMP Electric Water Heater 01 Meter 01 HVAC System 01 Sump Pump 01 Elevator 01 Panel 01 225AMP Name Quantity Rating Circuit Type GFCI 17 Smoke Detectors 04 C/O Smoke Detectors 04 Microwave 01 Refrigerator 01 Disposal 01 State Wide Inspection Services did not perform a Rough inspection(Rough Performed by WREIS). A Visual inspection and Final inspection were conducted only. Ate.. e r Officer: Frank]. 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 i ~ N N N W N o 0 IT N N `r' a W v cn • w � k o �.., 3 � .� �z s d O O a/ z ° -�4 O W o Ln 00 Q < s w win 0O 00 o uJ, A Ln w c x O Q o zz41 � W � W � � w w •� � � N H WU z9 0. U U v W .. o w z W W w F o OF- a cn 0.4 v z ►,n � Cn � ..i a L Q �) a a OZ4 w = � I �W BUILDING DEPARTMENT JUL 18 2022 VILLAGE OF RYE BROOK _ 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 BUILDING DEPARTMENT www.ryebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: 21-005 EP#: t Approval Date: JUL 910 Permit Fee: $ Approval Signature: Other: Application dated, 7-18-22 is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: 6 Jasmine Lane SBL: 129.25-1-1.500 zone: PUD 2.Property Owner: SC Rye Brook Partners LLC Address: 5 International Drive Phone#: 914-481-1531 Cell#: 914-761-2500 email: 3.Master Electrician: Denis M. Fortino Address: PO Box 713 Rye NY 10580 Lic.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortino(cD_enterpriseelec.com Company Name:Enterprise Electrical Consulting Address: 3881 Danbury Road Brewster, NY 10509 4.Proposed Electrical Work/Fixture Count: Wiring for new elevator, access for 3 floors 5.31 Party Electrical Inspection Agency: State Wide Inspection Services, Inc. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino ,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 Electrical Contractor 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. Y!. Sworn to before me this Sworn to bef4re nie this day of ,20 da y 20 Signature of Property Owner Signature of Appl'cant Denis M. Fortino Print Name of Property Owner Print N o Applicant Notary Public Notary Public CHRISTOPHER J.BRADBURY Notary Public,State of New York No.01 BR6159985 6/23/2022 Ouslified in W?stches+-r Cn rrty Commis.,ian _ a STATEWIDE • Service With hitegril-i 1:1 Main Street,Fishkill, NY 12524 1 email:office@swisny.com SWIS JOB APPLICATION845.202.7224914.219.1062 • • • Office Use Elect.Permit# �� i � ) / �/-, Date��/� �L- Bldg Permit# / •�!! Utility ID# Final Certificate# City/Village ` Zip 73 Township County / )f�7— Address �j' I I�� L/�' /_ Cross Street / Sects Block/ vi/ Lq' Owner Name/Address(If different than above) C= Contact Number / Basement ❑ 1 st Fl. ❑2nd Fl. 3rd Fl. More Than 3 Fl. Garage Attic Outside Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 13P #Meters #Disconnect ❑Underground ❑New Reconnect Overhead ❑Change Visual Re-Inspection Safety Re-Inspection Re-Inspection Additional Information E C IF, i r EJU 18 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 auftwed agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Comp ' i [��� � ✓,(J� Date /Ca - Signature Address , /t��i p� ✓ City/State frr���� < Zip Code O S2� License# �- 57 Phone# �✓ �';� State Wide Inspection Services CAC> 1080 Main Street Fishkill, NY 12524 t4A"7 0& 845 202-7224 Phone 914-219-1062 Fax STATE WIDE INSFEC110N 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 Properties PO Box 713 6 Jasmine Lane Rye, NY 10580 Rye Brook, NY 10573 Located at: 6 Jasmine Lane, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: 22-143 129.25 � 1.500 Certificate Number: 2022-4630 Building Permit Number:21-005 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: 6 Jasmine Lane, Rye Brook, NY 10573 The Basement was 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 12th day of August 2022. Name Quantity Rating Circuit Type Elevator 01 30AMP 240V 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. x pq y w 00 ILn LQ ALn o W q at $ �" it R.r d o o z � ° Z �' N c co wA . 000 Ono 0 CIO x V Z o Z M � 1 z F-1 � � �- Z02w A a M F..+ .� o w o = a w < w z $ E F V a a z w Dd oo a z W g off �4 o�, a a x w a IL c H � a op ..I a 0 � p �C� f� OdC aR BUIL MENT DEC 2 9 2021 E VIL E OF RYE_ OK VILLAGE OF RYE BROOK 938 KIN EFT RYE B` ,NY 10573 BUILDING DEPARTMENT (914)9 6 939-5801 or PLUMBING PERMIT APPLICATION �} FOR OFFICE USE ONLY BP#: a 005 PP#: " c2 D -/ Approval Date: DEC 2021 Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, & is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing w k will be in conformance with II applicable Federal,State,County and Local Codes. I.Address: �JGSrc�:r�e � c�nc �ly k� �r y,Gi} q0s SBL: 4-:20 c�25 �, `��Zone: 2.Proposed Work: 0')Mb my S:r\0 �e�.A koelk\ 'nq - G Crkah r4 6QS'c_mer4. 3.Property Owner: SC@, brOelL (fin L Address: y kJ>'S�-'►Led OGIL Lwxt SiE_*�9S Wyk, Ch'a, N_$> 1 Phone#: G1tA -1bl - 'J` 00 Cell#: q I� ��' SOS(' email:_�d�o wcr C.m-3400? COm. 4.Master Plumber:`�0 v\ Address: Lic.#: Q_�Phone �Is'S- 1 Cell#: �8y5n "i�F,( 1 email: ;r��Y�zhCASiL.-�Qlumt-inc?_Coin Company Name: h�C1SILy ��`a �ha 1�falcha . � r�inq Address: IM 'Zt 11VA ST6 5, Moneo'c, N4 \C950 INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement ( 1 1st Floor 2nd Floor 3`1 Floor 41'Floor 5�'Floor Exterior 5.*List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) 00 ���� 3/21/19 � t STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Pha I Nebrasr.y —,being duly sworn,deposes and states that he/she is the applicant above named, (print name ofindividual 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 -aWY1ilIrq rADy_)4YG,G4cY for the legal owner and is duly authorized to make and file this application. (indicate nrchitect,coutrac►or,agent,attorney,etc.) That all statements contained herein are tare 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 3 ( -,*• Sworn to before me this 9 k day of G c 20 a 0 day of ,20,-L0 Signatu F rty Owner S;gna�)k lica Print Name of Property Owner Print Name of Applicant Notary Public4hm-wA Boyd Notary Pu li PubiiCt Swe Of NON YO[Ic Na OIDMI66307 QtiOWled is WaWbe ter Coaaty Ca=WM Expires May 2!,3W� This application must be properly completed to its entirety and must include the the legal owner(s)of the subject property, and the applicant ohrecord 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.01AB0378708 Qualified In Orange County MY Commission Expires 07.30.2022 ,. 321/19 O r-1 O � ... N U 3 ■ N N N aC � y O ar o I. W V4�w May Mil N T Y Q CLCL , � FBI O � � f�� w N M N Q i c � gn�•�' Le A ON ro 00 0 -0 00 _ � � ~ � W G '' m3y U � '• w W �••i F i x _ 'h O � WE z W Z O C Y Q 3 z U � c $ (� V E E T H y o 'o a a U a w 0 < = o an _ BUILDING UOARTMENT A` VILJ: ' `E OF RY OK `` NOV 19 2020 G 938 KIN .ET RYE B&NY 1057 L.__�.__.�.- . . _ (914)9 9 39-5801 VILLAGE OF RYE BROOK N BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE &Iry 1 1 Y: 2� a Approval Date: #: MP#:���� Q Application Fee.$ �•i. Approval Signature: _ Permit Fees:$ �V _ Disapproved: - Other: Application dated: rJ-3\ - 1�- _is hereby made to the Building Inspector ofthe V illage of Rye Brook NY lbr the issuance ofa Pennit to install a Fire Suppression System as per detailed statement described below. 1. Job Address: (e-SG, t,,,,,,e QVC Z-cmU I is-w Parcel I.D.:rag.-XS-1-1.S Q Zone: f7U C) 2. Proposed System(Describe system in detail including suppression agent): — 3. Number&"Types of Fire Sprinkler Ileads: 4. N.Y State Construction Classification: 5B N.Y.State Use Classification: - 5. Cost of Installation: T (Cost shall include all labor.materials.fixed equipment.professional fees.and materials and labor which may be donated gratis.) 6. Property Owner:St1 k 1e_ Ur-oo)L QWrt-T,er::, Address:gn Phone# ( 1 a)4Qa- Cell# email: Applicant:Mae_IL }-��L role ;t,rti _ - Address: \5 lydzs4rVON F6.-K PICWc NSi e-x (Afro) EO� O6 �- Phone# 3 Cell#(�&UT8g3-t}�}la email: Architect/Engineer: Address: 5DA Mwir,lhy, - Sat-kc_aQi Uosten MA oalaq-ttU-:�- Phone# Had`} CeII# — -- --- --- email:P&r t Su\\wart . Qom General Contractor: �Lir� 2� .e _Icy C�� 11 on ��Address:?m�-...,�,nl A 1U\Ur Phone#_�845) an5-9466 Cell# ! email: 12.8.16 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE OI'NFW YORK,COUNTY OF WESTCI ESTER ► as: ad IJarnw^&.z_ ,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 �-�V_ :rc f'or 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 perfonned,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 betbre me this Sworn to belbre me this day of , 20 day of 3 , 20 tq,_ Signature of Property Owner Signature ol'Applicant Print Name or Property Owner Print Aw to of Applicant Notary Public Nota Public MICHAEL SILVA MY CC-`I JCT.31,2022 -2- 1?9 16 44444;6444t4t tl- tt.t4;t `` C.fist441 Cii4iV.,t9t44444 toga a49439a s A " N v a- v CA wto Ln O ►c•.� O .� F 3 3 v •N., z* O ICI w W 0D r o 3 a'c a �OTy Cy z CA W Q o 'r Q QI W � z "•" V � � � u N a �, u 1rA U kn .-� - a o V 0 00 Z E �^ W � z o � �' � � � � a W U c�7 �, E a z � cn .. N19 ,0 W CN tz V 00 � V Q 0 W W 3 N z z N Q o $ ° �� v `•z z W " UogyE W 0 < y 5 O W O H S .5 v O v C7 A C7 A a• n u o �1 W O � G z z W 0lz c o � .. a BUILDINGRTMENT VILLA E OF R4 ROOK 938 KING"ET RYE BRO(*-,NY 10573 4 -0 APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT%FOR OFFICE USE ONLY: PERMIT#: �-IO I l 7 Approval Date: \�- .) Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)& Workers Compensation Insurance on a NYS Board form(Form#C105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL= $100.00/unit• COMMERCIAL= $350.00/unit. 5. Inspection by the Building Department for removal and/or installation.(48 hour notice required 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit& Plumbing Inspection. Application dated, U � is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removalHVAC 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: 1.� J 4 i A I NC L 4 A e_ SBL: U I A .� S �'i•5OZone: . P UP 2. Property Owner: S( �L(I Put, Address: 1 Phone#: S46a„ Cell#: email: 3. Contractor: -Tp l., L �v re�� ...1 Address: f 0 At x I s q, r IU Y I J T y 7 Phone#: -7�� >J Cell#: email: 4. Applicant: re t Address: Phone#: cW_'5-d015-212-3 Cell#: email: Q,lpy.r,•. �`i� Qr- r'� n 5. Scope of Work:New Installation •Replacement( )•Removal( )•Other ll ( ): 6. List Equipment: ( d n,n Fv-.n ! G, 7. Location of Equipment: 91ti i, r-,1. .4 8. Meth--4 of Installation/Removal(list all equipment needed to perform job): -T\ (, '� ��I 1�r •� 1 8/12/2021 ST TE OFnW YORK,COUNTY OF WESTCHESTER ) as: n r being duly sworn,deposes and states that he/she is the applicant above named, (print nanfe of incrivildual 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 ' - k ( (4 1 1 > 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 De day of ,20 day of IS ,20 01 f l Signature of Property Owner Signature pplicant ' Print Name of Property Owner Print Nanop of App c Notary Public DARRYL J. DREYER Notary Public i NOTARY PUBLIC-STATE OF NEW YORK No.02DR5032169 Qualified in Orange County MY Commission Expires 08-22-2022 This application must be properly completed in its entirety and must include the notarized signature(s)of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 8/1=021 N9MSE Product Specifications HEATING& COOLING PRODUCTS Ur to 96% AFUE, Single Stage, PSC Gas Furnace EA Ur 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.0 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 (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 mostrahons and got ra • High temperature limit control prevents overheating p os Some product s are m only rerepresentative.models may vary. • Direct ignition with Silicon Nitride ignitor • Hi h ualr't�corrosion-resistant, prepainted steel cabinet . • EA 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 door removal and secure Installed. • Innovative knobs for easy 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- upflowidownftow/horizontal (left/right) installation oti s t s y • At least twelve different venting configurations • Through the casing flue pipe for counterflow or horizontal applications with accessory (order separately) anrs.aF,.ue�e.nE*wwcrtl • Concentric vent available TMM"� cFR i i F�``� • Self diagnostics with super bright LED [ i] • Slide out heat exchanger and blower assembly LIMITED WARRANTY • 1 71% 82% 410% 97% • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration, an additional 5 year parts limited , CERTIFIED warranty " For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for We of IN"PI cenm.a rM M.r• nobcom a other applications. w,hw r';,ceft`�1...d ;.prod cia go to www.nrwuectof�ong 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) N9 §170-261408A 40,000 96.0% 95.0% 400-775 35 x 14-3/1 x 29-1/2(889 x 361 x 750) 120(54) 9 S O401410 40,000 96.0% 95 0 625-905 35 x 14 /1 x 1 (889 x 361 x7W1 ) N9MSE04017107 40.000 96.0% 95.0 650-1050 x 1 - x 1 889 x 445 x 50) 1 N9MSE060141 0.0 95.5% 95.0% 6 5-1130 35 x x -1 (889 x 361 x 0) 127(57) N9 0601714 60,000 96.0% 9 A% 650.1420 35 x 1 - x -1 889 x 445 x 750) 144 6 9 0801716 80.00 96.0 95.0. 810-16 5 x x -1 (889 x 445 x 750) 154(69) N9MSE0802120A 80,000 96.0% 95.0% 1335-1970 35 x 21 x -1/2(889 x 533 x 750) 162(73 N9 1 114 100.000 % 915-1545 35 x 21 x 29-1/2 889 x 533 x 750 169 76 9 1002120 100.000 96.0% 95. 1345.2065 35 x 21 x -1/2(889 x 533 x 750) 169(76) N9MSE 1202420A 120.000 95.0% 95. 1320- — 5 x -1 x -1 (889 x 622 x 7W 186(84) 9 1 40 420 140.000 96.0% 94.4 1 90- 0 x x -1 889 x 622 x 190 Specifications are sugect to change without nonce. 440 11 4403 05 12/3/18 � NxAs Pertormance Series HEATING& COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 11/2 THRU 5 TONS SPLIT SYSTEM 208 / 230 Volt, 1-phase, 60 Hz REFRIGERATION CIRCUIT �! • Scroll compressors on select models • Filter-Drier supplied with every unit for field installation •Copper tube/ aluminum fin coil 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, �E°ERGY sT�&,, to • 5 year compressor limited warranty . meowed with apaoorate co mntp>rwr<a. Hoetirer, wooer refrigerant amrge and❑ +ert sow ere..— to Who" rated oq�ty and efFverky in"lation of • 5 year parts limited warranty (including compressor and th6 proa,e should follow t,,e arklachow s feftWant coil) a"ng am ee flow instnctfons Fa1ue to conhm Proper&-W and aifllow may-dim--W a 1--.y -With timely registration, an additional 5 year parts limited and~en @gA71Bt`•° warranty (including compressor and coil) * For owner occupied, residential applications only. See warranty certificate for complete details and , �` US restrictions, including warranty for other applications. LISTED Use of the AHRI Certified TM Mark ndicetes a manufacturers particq)ation m the program For venticat:on of cerlihcation for maroc"i'i p,ocurls go to v ahndirectory org Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship/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 31-3,116 x 31-3/16 147/ 183 (719 x 792 x 792) (83/67) NXA630GKA 2'. 30,000 16 B 25 32-5/16 x 31-3/16 x 31-3/16 188/ 153 (821 x 792 x 792) (85/69) NXA636GKB 3 36,000 17.5 30 28-5;16 x 35 x 35 204/ 165 (719 x 889 x 889) (93/75) NXA642GKA 31,;1 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 32 4 50 45-11 r16 x 35 x 35 318/280 (1161 x 889 x 889) (144/ 127) $pec.`catlons subleor to change vMhout notice 421 11 6201 05 5/17/19 ( sy W � N o o w \ u �- T G x L it � W � V :! '�_ ' _ •.. x cx s v ,; � N O •b -o � � � O O r z "� O W J z z L V O l O IN (7N r ^ ^ N N z - C r- .ER � w M re,C v z A w � z N � U ro • �T� �' ' ,�, V x a �' w � � 't C i Q c Z > v \C � � c � �� L 04X E MM W z U M.y ON U aC O In r.r u M V O W zgg0.� v , let E ~ oO z n y � ouw � � � � f--i CV7 O Now A z Ca7 � ti z w w z o < = -s A a Z a A on E `cb a a w scn , .2 7131 � DRCi D E C IE E VILLA F BROOK MAY 11 2012 BUI , NG DEP !RTMENT 938 KING T YE I:,NY 10573 VILLAGE OF RYE BROOK (914)93 ebrook.org BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL, MODIFY AND/OR REMOVE MECHANICAL EQUIPMENT OFFICE USE ONLY:` , �_O94 Permit#: /`�/ Building Inspector: Fee Paid:W j00—)06 Date of Approval: MAY 2 2022 ,vrzo ,T- ve-F'. SZS. r Bldg/Use Class: Res.(41COtttlll. (0w-0 1-7 REUt IIRF.MIiN"I S FOR R FI.hASL Of PF.R1%1l F: (A C•I;R-I IF1c t I I m-C•O\IPl IANC1 IS REpCIRFD TO CLOSE OuT I'111S PI�R\,tll) 1. Properly Completed& Signed Application. 2. Payment of Application free: Residential = $100.00: Commercial =$250.00 (fees are non•rijnndahleo 3.Site/Staging Plan as required by the Building Inspector. 4. Sealed Construction/Installation Documents& Specifications as required by the Building Inspector. 5.Copy of Licensed Contractor's Liability Insurance.I village ol'R)e llrwk must tx listed as certificate holder)& Workers Compensation Insurance on a NYS Board form (Form n('105.2 or Donn# 1 Q?n.. ur N1'Stale\Porker.('omlxn+aliun N'ai�erl 6. Payment of Permit Fee: Residential =$15.00/1000.00 of•Construction/Materials Cost with a minimum fee of$100.00. Commercial =$25.00/1000.00 of Construction/Materials Cost«ith a minimum fee of$275.00. 7. Inspection by Building Department for removal and/or installation. (48 hour nonce regnire,h 8. Any electrical work requires a separate Electrical Permit and Electrical Inspection. 9. Any gas/plumbing work requires a separate Plumbing Permit and Plumbing Inspection. Application dated. 05.05.22 is hereby made to the Building Inspector of the Village of Rye Brook.NY.for a permit for the installation,modification.and/or removal of the specific Mechanical Equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with the appro%ed plans.and x%ith all applicable Local.Count\.State& federal laws.code.rules and regulations. 1. Address:_ 6 Jasmine Ln., Rye Brook, NY 10573 SBl: /1� � 5-0Zone: 2.Property Owner: TBD Address: Phone ( ell email: t Red Oak 325 1.Contractor: W. Riehl&Associates, LLC Address: °wnwiro W toe� Phone 4: 914.481.1531 Cell n: email: JHeusser@wadamgroup.eom 4.Applicant: Champion Elevator _.Address: 1450 Broadway 5th Floor,New York, NY 10018 Phone#: 212.292.4430 Cell: email: J.BlaschkeJr@champion-elevator.com 5.Scope of Work:New Installation(X)• Replacement( )•Removal( )•Other( 6.Type of Equipment: Residential Roped Hydraulic Elevator 7.Location of Equipment: In elevator shaft in residence. 8.Cost of Equipment including Installation Cost:$_ $35,000.00 i 8/12/2021 t STATE OF NEW YORK.COUNTY OF WESTCHESTER ) as: .being duly s%%orn.deposes and states that hershe is the applicant above named. (print name or individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect.contractor.agent,auornc%.etc 1 That all statements contained herein are true to the best of his/her knowledge and belief.and that any work perkirmed,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 tlnifonn Fire Prevention R Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Swornto before me this -64h Sworn to before me this h�b' day of NLA4 20 day of 20 Z� _ fig — Si 4 at of Property Owner Signature of Applicant �� �J �� John C.Blaschke Print Name of P perty Owner Print Na e f Applicant Notary Public Cdri=tmt A ;, Notary Public CHRISTOPHE ,BRADBURY Notary Pubbc,Staw of New Vwk Notary Public,State of New York No.01 W6166.907 No.01 BR6159985 Qualified in Westchester Cara Oualified In Westchester County This applic.�vmni,ssion Expires May 21.11W {`in it entirety and must inclueCi° rsilSi�tOa i��tZ7 c�Rol legal owner(s)oi'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 \\ill be returned to the applicant. s(zi�az t D Icz C IE <.. �<- / MAY 17 2022 �• Y � f VILLAGE OF RYE BROOK PERMIT if ���� / BUILDING DEPARTMENT L E V i T O it SBL# k Z - S — L — l - DATE APFF E m a n u f a c t u r I n g company, Inc . BUILDING INSPEC ag-of Rys Brook.Ny P.O. BOX 749, 5191 STUMP ROAD, PLUMSTEADVILLE, PA 18949 PHONE# 215-766-3380, FAX# 215-766-3385, WEBSITE: CUSTOM ELEVATORINC.COM ROPED HYDRAULIC RESIDENTIAL ELEVATOR LAYOUT DRAWING SUBMITTAL CUSTOMER: NORTHEAST ELEVATOR SERVICE CORP. ADDRESS: P.O. BOX 171 STAMFORD, CT 06904 PHONE#: 203-353-0099 FAX#: 203-975-9592 EMAIL: J.BLASCHKEJR@CHAM PION—ELEVATOR.COM CONTACT: JOHN BLASCHKE PROJECT NAME: 6 JASMINE LN. LOCATION: NY CUSTOMER P.O. &/OR REFERENCE#: 6 JASMINE LN. OF DRAWN BY: JON CUNNANE '•;y0���'% PRELIMINARY DATE: 02-17-2022 c: M. APPROVED BY: JOHN BLASCHKE m 1`4 APPROVED DATE: 3-15-2022 f '• RELEASED BY: JON CUNNANE ,90f ess�oµW, FINAL DATE: 05-16-2022 REVISIONS FINAL REV. DATE DESCRIPTION: 1 03-30-22 REMOTE MACHINE ROOM WAS 15'-0" AWAY, FINALS. 2 05-16-22 PROJECT LOCATION UPDATED, J.C. JOB NAME: 6 JASMINE LN. DRAWING NUMBER: NEAST-23191 CONTRACT DATA CHARACTERISTICS: CAPACITY: 750 LBS. OPENINGS: 3 IN—LINE SPEED: 40 F.P.M. ITOTAL TRAVEL: 19'-10" LANDINGS: 3 OPERATION: S.A.P.B. EQUIPMENT: MOTOR HORSEPOWER: 3 RPM: 1725 PLUNGER: 2 3/4" / .188 WALL PIECE(S): 1 F.L.A.: 14 L.R.A.: 56 CYLINDER: 4 1/2" / .237 WALL PIECE(S): 1 G.P.M.: 6.2 UP/DOWN OVERTRAVEL: 3" / 5" WORKING PSI: 554 HOIST CABLES: (2) 3/8" DIA. — 6 x 19 RELIEF PSI: 692 GUIDE RAILS: 8 LBS./FT. OIL LINE: 3/4" NOM. SCH. 80 (1.05 O.D., .154 WALL) CAR SAFETY: TYPE "A" OIL REQUIRED: 35 GALS. TYPE: AW68 BUFFERS: RUBBER PIPE RUPTURE VALVE: 3/4" HOISTWAY DOOR LOCKS: E.M.I. CAR CAM: N/A ELECTRICAL: CAR WEIGHTS: MAIN POWER: 220-1 —60 HZ — 30 AMP SLING: 210 LBS. MISC.: 90 LBS. LIGHT POWER: 1 10-1 -60 HZ — 15 AMP CAB: 659 LBS. PLUNGER: 90 LBS. SIGNAL VOLTAGE: 24 VDC EMPTY CAR: 359 LBS. EMERGENCY POWER: 110 VAC U.P.S. CAB DESCRIPTION: SIGNAL FIXTURES: 1 -2-3 CAB MODEL: CLASSIC CAR STATION: FINISH: BRUSHED ST./STL. WALL FINISH: UNF. MAPLE VENEER ®CALL BUTTONS W/ACK. LIGHTS CEILING TYPE: C-1 ®ALARM SIREN W/PUSH BUTTON CEILING FINISH: WHITE MELAMINE ® PUSH/PULL EMERGENCY STOP SWITCH CAB LIGHTING: 2 DOWN LIGHTS ®CAR LIGHT ROCKER SWITCH CAB SILL(S): ALUMINUM ®DIGITAL CAR P.I. W/ARROWS HANDRAIL: BRUSHED STAINLESS STEEL — FLAT ® EMERGENCY CAB LIGHTING FINISHED FLOOR: 3/4" (BY OTHERS) ❑ KEYED (OPTION) CAR DOOR DESCRIPTION: ❑ INTEGRATED KEYPAD TELEPHONE DOOR TYPE: ACCORDION ❑ ENGRAVED: DOOR FINISH: UNF. HARDWOOD MAPLE OPERATION: ® MANUAL ❑POWER OPTIONAL: ®PHONE BOX FINISH: BRUSHED ST./STL. OTHER OPTIONS: • PRE—WIRE CAR ONLY (20'-0" REMOTE M/R) HALL STATIONS: FINISH: BRUSHED ST./STL. ®CALL BUTTON W/ACK. LIGHT • 6'-0" LONG x 3/4" DIA. HOSE ASSY. W/ 90'S & DBL. SWIVELS �s►►"""""'�a, • DISCONNECT SWITCH PACKAGE ®CAR HERE LIGHT KEYED (OPTION) • ADJUSTABLE RAIL BRACKETS ❑ ;`�c.� '•.,• • CONTROLLER PROVISIONS FOR E.M.I. LOCKS FIN 077 P.O. BOX 749 5191 STUMP RD. NORTHEAST ELEVATOR SERVICE CORP. PLUMSTEADVILLE, PA. 18949 PROJECT: 6 JASMINE LN. NY // FAON2.1 51766 66385 80 PRELIMINARYO 22 ATE: APPROVED BY FINAL DATE: /E -22 LEVFiTOrZ m . o u f • c u r � g DRAWN BY: J.C. REV. #: DRAWING NUMBER: «u I : c I Inc. ROPED HYDRAULIC SCALE: N.T.S. 2 NEAST-23191 RESIDENTIAL ELEVATOR PLAN NUMBER: Contract Data FINAL 4'-10" CLEAR FINISHED HOISTWAY 11" 3'-2" PLATFORM 9" a 3'-0" INSIDE CAR Q (NOMINAL) RAIL z 4 1/4" 4 3/4" \ o z Q \ m N a CJ p z HANDRAIL—,, I� U O J c-4 Of z a 6 m = Of `�O w a o m n w J L� U Z UN YQ Q' d Q Lj O_w �� U 4 W O Q Y K \ �U n F o U I z L CAR OPERATING czwi m a U PANEL o N N \_ I CAR COLUMN M 2'-10" CLEAR CAB OPNG. i14 3/4" MAX. - U � z < HOISTWAY DOOR Q< V1 LOCK (TYP.)\ J Q U L7 c� 11" 3'-0" WIDE SWING DOOR 11" ����►r�'uti��iiq� z REF. OF NEyy z ONLY i HALL STATION TYP. �co • ti O9� AT ALL FLOORS M. ' n x' W 0 A'I GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS 1. FINISHED HOISTWAY MUST CONFORM TO THE DIMENSIONS INDICATED ON LAYOUT HOISTWAY PLAN DRAWINGS. ALL WALLS AND SIDE MEMBERS MUST BE SQUARE AND EXTEND FROM SILL TO BEAM ABOVE. INSIDE SURFACE OF HOISTWAY MUST BE FLUSH. (I pR�11�75�) 2. ADEQUATE SUPPORTS MUST BE PROVIDED FOR FASTENING RAIL BRACKETS AS INDICATED ON THE LAYOUT DRAWINGS. SUPPORTS MUST WITHSTAND RAIL FORCES INDICATED. 3. ALL BLOCKOUTS FOR HALL BUTTONS MUST BE PROVIDED. LOCATION TO BE P.O. BOX 749 5191 STUMP RD. 949 COORDINATED WITH ELEVATOR CONTRACTOR. PLU ONE: 215 E, 6 180 � � � �r � PHONE: -766- 385 4. KILN DRIED, SOLID CORE, WOOD OR STEEL HOISTWAY DOORS, ENTRANCES, SILLS, (((/ L E V Ei TV R FAX: 215-766-3385 AND ASSOCIATED FRAMING TO BE PROVIDED AND INSTALLED BY THE PURCHASER OR GENERAL CONTRACTOR. DOOR CLOSERS OR SPRING LOADED HINGES ARE ,o"„pe y'ie. "9 ROPED HYDRAULIC REQUIRED. ALL HOISTWAY DOOR OPENINGS MUST BE PLUMB FROM FLOOR TO FLOOR RESIDENTIAL ELEVATOR WITHIN 1/8' (NO DEVIATIONS). IT IS RECOMMENDED THAT ENTIRE WALL AROUND EACH NORTHEAST ELEVATOR SERVICE CORP. OPENING BE LEFT OPEN UNTIL ALL HOISTWAY FRAMES/DOORS ARE SET IN PLACE. PROJECT: 6 JASMINE LN. NY 5. DISTANCE BETWEEN HOISTWAY DOOR AND SILL MUST NOT EXCEED 3/4• AND CLEARANCE PRELIMINARY DATE: APPROVED BY FINAL DATE: BETWEEN HOISTWAY DOOR AND CAR GATE MUST REJECT A 4' DIA. BALL AT ALL POINTS 02-17-22 05-16-22 PER ANSI/ASME A17.1-2016 CODE. 6. ALL WALL PATCHING, PAINTING, AND GROUTING BY OTHERS. DRAWN BY:J.C. JREV. : DRAWING NUMBER: 7. FINISHED CAB FLOORING IS TO BE FURNISHED AND INSTALLED BY OTHERS. SCALE: N.T.S. 2 NEAST-23191 PLAN NUMBER: IR-14:P'960 PAGE 3 OF 7 GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS 1.A FINISHED HOISTWAY GUARANTEED PLUMB WITHIN 1/2' FROM TOP TO BOTTOM, AND CONFORMING TO THE DIMENSIONS INDICATED ON LAYOUT DRAWING PROVIDED. ALL WALLS r` J AND SIDE MEMBERS MUST BE SQUARE AND EXTEND FROM SILL TO BEAM ABOVE. INSIDE U SURFACE OF HOISTWAY MUST BE FLUSH. INTERIOR OF HOISTWAY SHOULD BE FINISHED PRIOR TO INSTALLATION. HOISTWAY DOORS MUST BE PLUMB FROM FLOOR TO \ FLOOR WITHIN 1/8- (NO DEVIATIONS). HOISTWAY MUST BE CONSTRUCTED IN ACCORDANCE WITH ASME A17.1 AND ALL STATE AND LOCAL BUILDING CODE REQUIREMENTS. a� 2.WHERE WOOD FRAME CONSTRUCTION IS USED, DOUBLE 2' X 12's SPACED AS INDICATED W ON LAYOUT DRAWINGS, AND EXTENDING THE FULL HEIGHT OF THE HOISTWAY ARE = RECOMMENDED. uj K > 3. FOR MASONRY WALLS, INSERTS SHALL BE PROVIDED BY ELEVATOR CONTRACTOR AND O INSTALLED BY THE GENERAL CONTRACTOR. W Q 4.TOTAL TRAVEL DISTANCE FROM FINISHED BOTTOM FLOOR TO FINISHED TOP FLOOR = W I Q J MUST BE HELD WITHIN 1' OF THAT SHOWN ON LAYOUT DRAWING. J U O 5.OVERHEAD CLEARANCE: (TOP FLOOR TO UNDERSIDE OF HOISTWAY CEILING OR OBSTRUCTION) TO BE MAINTAINED PER THESE LAYOUTS. IF 9'-6- CANNOT BE ACHIEVED, O CONTACT FACTORY FOR ALTERNATE ARRANGEMENT. 1 6.A POURED PR CONFORMING TO THE DIMENSIONS INDICATED ON THE LAYOUT DRAWINGS Ld 00 O MUST BE PROVIDED. THE PR MUST BE DESIGNED FOR THE IMPACT LOAD INDICATED AND O I MUST BE GUARANTEED DRY AND LEVEL FROM WALL TO WALL I 7.A SUMP PUMP AND SUMP PUMP HOLE WITH COVER IS RECOMMENDED IN THE ELEVATOR PR WHERE WATER SEEPAGE IS ENCOUNTERED. A RECEPTACLE IS REQUIRED IF A Z SUMP PUMP IS FURNISHED. COORDINATE LOCATION WITH ELEVATOR CONTRACTOR, O N 8.A PR LIGHT WITH SWITCH IF REQUIRED BY LOCAL CODE. 0- 9.ALL SCREENS, RAILINGS, STEPS, AND LADDERS AS REQUIRED FOR LEGAL HOISTWAY. N I 3 10.BARRACADES OUTSIDE ALL HOISTWAY OPENINGS FOR PROTECTION SHALL BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. O I N Z RAIL BRKT. SPACING CHART _ Z BRKT. ELEV. FROM PEDESTAL CYL. RAIL c� of p NO. PIT FLOOR BRKT. BRKT. BRKT. Z Z 6 29'-6" 8 LB/FT GUIDE Z o = r s 24'-3" RAILS REQ'D. Li m CL 3 4 19'-1" o- NO. OF RAIL In 3 13'-11 PCs. LENGTH Lj \_ 2 7'-6" 4 10'-0" n 1 1'-2" 2 9'-10" L W N W 0 0 O J O 10 - LANDING LOCATION CHART NJ N O cV LANDING FRONT REAR SIDE � � 0 I 3 m W O 2 � Ln tsutcuui uNb N um PIT REACTIONS s m; o ~ ? LOAD ON JACK 13675 LBS N S2 ''y`�O 0;'714 �� LOAD ON BUFFERS 4050 LBS FEss' N� 3 STOP HOISTWAY ELEVATION z W a P.O. BOX 749 5191 STUMP RD. o P E 215 E766-338049 'co1 PHONE:�' 1 L E V A TO R FAX: 215-766-3385 J a� m • nrl' • cturIn9 ROPED HYDRAULIC oW 1 �aMp•�r. Inc RESIDENTIAL ELEVATOR W J o NORTHEAST ELEVATOR SERVICE CORP. `o d PROJECT: 6 JASMINE LN. NY PRELIMINARY DATE: APPROVED BY FINAL DATE: 02-17-22 05-16-22 DRAWN BY: J.C. REV. #: DRAWING NUMBER- 0 SCALE: N.T.S. 2 NEAST-23191 PLAN NUMBER: 3 STOP ELEVATION GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS " 1. ADEQUATE SUPPORTS MUST BE PROVIDED FOR FASTENING RAIL BRACKETS AS 3 5/8 INDICATED ON THE LAYOUT DRAWINGS. SUPPORTS MUST WITHSTAND RAIL FORCES INDICATED. 2. WHERE WOOD FRAME CONSTRUCTION IS USED, DOUBLE 2• X 12' SPACED 20 AS INDICATED ON LAYOUT DRAWINGS, AND EXTENDING THE FULL HEIGHT OF THE HOISTWAY ARE RECOMMENDED. 3. FOR MASONRY WALLS, INSERTS SHALL BE PROVIDED BY ELEVATOR CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. 8 3 0 FINAL �punuuua�M 2 R1 R2 c.*�• ti�;9�'s I 9/11 SOLES s* � C Q ' m: UJ NOTE: -,0 1•.fin,az.••' 0, up�R�) RAIL BRACKET AND PEDESTAL 90FfSS10N���`���\` 5� BASE MOUNTING HARDWARE IS �''•,,,,,,,,,,,,,�```� 12 TO BE FURNISHED BY ELEVATOR CONTRACTOR �E( AmG 20) R3 (� FIXED RAIL BRACKET ff, (STANDARD) 0 a RAIL FORCES �I R1 75 LBS R2 220 LBS lopR3 3,205 LBS l II _ 0 DIY / RAIL BRACKET RS�pP�1Y) , f P.O. BOX 749 5191 STUMP RD. PLUMSTEADVILLE PA. 189 9 PHONE: 215-766-3380 / 6 E L E V O T O R FAX: 215-766-3385 m • nuf • cturIng ROPED HYDRAULIC company, Inc. RESIDENTIAL ELEVATOR G� ORIM NORTHEAST ELEVATOR SERVICE CORP. 5. PROJECT: 6 JASMINE LN. NY (� PRELIMINARY DATE: APPROVED BY FINAL DATE: ADJUSTABLE RAIL BRACKET 02-17-22 05-16-22 DRAWN BY: J.C. REV. #: DRAWING NUMBER: (OPTIONAL) SCALE: N.T.S. 2 NEAST-23191 PLAN NUMBER: Rail brkts. TYPICAL MACHINE ROOM LAYOUT O TELEPHONE CONNECTION a N PUMP UNIT LF (SEE DETAIL FOR SIZES) WITH CONTROLLER OIL«VnET to (24"x24"x9') MOUNTED ABOVE P U _ N J Z o 12 1/2- (#1 TANK) D O O Fr — — ap < I O 0 29 3/4' (11 TANK) U, a- a J (; J - w I O 1 1WN WITH CONTROLLER MOUNTED TO PUMP UNIT. _j¢ I LU Z CAN BE SUPPLIED LOOSE FOR WALL MOUNTING. LO ZO II C O 2) #2 TANK IS USED WHEN TRAVELS EXCEED 50'-0- Z O AND FOR 10 HP MOTORS. r> a I LL O 3) OIL OUTLET LOCATED ON RIGHT OR LEFT SIDE. z 3'-6" CLEAR PER Q d��urt�rrrrrara NATIONAL ELECTRICAL CODE — _ ���� OF NEt 141,v,� LIGHT SW. & GFI DUPLEX RECEPTACLE m 0T71 A2 MAIN LINE ''• ,AO ESCJOtA'*, " F N � � DISCONNECT & CAB ............... LIGHTING DISCONNECT ABOVE 1'-3" 2'-6" MIN. CLEAR 1'-0" 4'-9" RECOMMENDED MINIMUM FINAL ASME A17.1,RULE 3.19.3.3.1 FLEXIBLE HOSE AND FITTING ASSEMBLIES SWILL NOT BE INSTALLED WITHIN THE HOISTWAY GENERAL NOTES AND PROVISIONS ANY WALL PROJ ECT INTO OR THROUGH REQUIRED BY OTHERS PIPE MATERIAL AND ASSOCIATED FITTINGS SHALL COMPLY WITH ASME A17.1, SECTION 3.19 AND SHALL BE 1. AN ADJACENT MACHINE ROOM BUILT TO CONFORM TO THE LAYOUT DRAWINGS, FURNISHED BY THE ELEVATOR N.E.C., ASME A17.1, AND ALL STATE OR LOCAL CODE REQUIREMENTS. IT SHALL CONTRACTOR. HAVE SUITABLE ACCESS, A LOCKABLE DOOR, A CONVENIENCE OUTLET, AND LIGHT SWITCH. MACHINE ROOM TEMPERATURE MUST BE MAINTAINED BETWEEN 60 AND 100 DEGREES FAHRENHEIT. RELATIVE HUMIDITY NOT TO EXCEED 95%. MACHINE ROOM 2. A 220V, SINGLE PHASE, (30 AMP.O 3HP or 60 AMP.O 5HP) SERVICE WITH NEUTRAL TO A LOCKABLE SAFETY DISCONNECT SWITCH, FUSED WITH TIME DELAY FUSES SHALL BE FURNISHED IN THE MACHINE ROOM IN ACCORDANCE WITH N.E.C. A NORMALLY OPEN ELECTRIC INTERLOCK CONTACT IS REQUIRED IN THE P.O. BOX 749 5191 STUMP RD. SWITCH FOR BATTERY ISOLATION. (3 HP) SOURCE FOR SINGLE PHASE I i PLUMSTEADVILLE, PA. 18949 HEAVY DUTY SWITCHES (OR EQUAL): SQUARE 'D" CAT#H-221N; ) ` PHONE: 215-766-3380 ELECTRIC INTERLOCK #EIK-031. ITE CAT.#SN-321; ELECTRIC INTERLOCK #SC-3. ( FAX: 215-766-3385 CUTLER HAMMER CAT. MDH221 NGK; ELECTRIC INTERLOCK #DS200EK1. E L E V A TO R (5 HP) SOURCE FOR SINGLE PHASE HEAVY DUTY SWITCHES (OR EQUAL): m • n u r • c t u r I n SQUARE 'D' CATJH222N ELECTRIC INTERLOCK EK-300-1; company Inc ROPED HYDRAULIC ITE CAT.�ISN-322 ELECTRIC INTERLOCK #SC-5. RESIDENTIAL ELEVATOR CUTLER HAMMER CAT. #DH222NGK ELECTRIC INTERLOCK #DS200EK1. 3. A 120V AC, SINGLE PHASE, 15 AMP. SERVICE TO A LOCKABLE FUSED DISCONNECT NORTHEAST ELEVATOR SERVICE CORP. SWITCH, OR CIRCUIT BREAKER LOCATED IN THE MACHINE ROOM SHALL BE PROVIDED PROJECT: 6 JASMINE LN. NY FOR THE CAB LIGHTING IN ACCORDANCE WITH N.E.C. PRELIMINARY DATE: APPROVED BY FINAL DATE: 4. A TELEPHONE LINE TO THE MACHINE ROOM AND TIED INTO THE ELEVATOR CONTROLLER AS PER ASME A17.1 CODE. 02-17-22 05-16-22 5. MACHINE ROOM VENTS IF REQUIRED BY LOCAL CODE. DRAWN BY: J.C. REV. #: DRAWING NUMBER: 6. KNOCK-OUT IN WALLS BETWEEN THE MACHINE ROOM AND ELEVATOR HOISTWAY FOR ROUTING HYDRAULIC AND ELECTRICAL LINES SHALL BE COORDINATED SCALE: N.T.S. 2 NEAST-23191 WITH ELEVATOR CONTRACTOR. PLAN NUMBER: Machine rooms ALTERNATE MACHINE ROOM LAYOUT TELEPHONE O CONNECTION O PUMP UNIT (SEE DETAIL FOR SIZES) WITH CONTROLLER (24"x24"x9' MAIN LINE MOUNTED ABOV P U DISCONNECT & CAB 1 � LIGHTING DISCONNECT iti ABOVE J 2 Q (n Z D O J � a o LIGHT SW. & GFI N w U DUPLEX RECEPTACLE o Q U 00 Of at ounce J U U Ld o J 10 Ld n n cD JQ r7 Z I N O 12 1/2" (#1 TANK) Z 29 3/4" (#1 TANK) 1'-3" 3'-0" MIN. CLEAR _6" NOTES: 1) SHOWN WITH CONTROLLER MOUNTED TO PUMP UNIT. CAN BE SUPPLIED LOOSE FOR WALL MOUNTING. 4'-9" RECOMMENDED MINIMUM 2) #2 TANK IS USED WHEN TRAVELS EXCEED 50'-0- AND FOR 10 HP MOTORS. 3) OIL OUTLET LOCATED ON RIGHT OR LEFT SIDE. FINALpF NFly ASME A17.1.RULE 3.19.3.3.1 r Q r M. = FLEXIBLE HOSE AND FTITING ASSEMBLIES SHALL NOT BE INSTALLED WITHIN THE HOISTWAY ': NOR PROJECT INTO OR THROUGH GENERAL NOTES AND PROVISIONS ', ANY WALL. " Q OJ71 A'2 t PIPE MATERIAL AND ASSOCIATED REQUIRED BY OTHERS ... FITTINGS SHALL COMPLY WITH ASME �� A17.1, SECTION 3.19 AND SHALL BE 1. AN ADJACENT MACHINE ROOM BUILT TO CONFORM TO THE LAYOUT DRAWINGS, �r,, ESS10N ���� FURNISHED BY THE ELEVATOR N.E.C., ASME A17.1, AND ALL STATE OR LOCAL CODE REQUIREMENTS. IT SHALL rr�nrrnN CONTRACTOR. HAVE SUITABLE ACCESS, A LOCKABLE DOOR, A CONVENIENCE OUTLET, AND LIGHT SWITCH. MACHINE ROOM TEMPERATURE MUST BE MAINTAINED BETWEEN 60 AND 100 DEGREES FAHRENHEIT. RELATIVE HUMIDITY NOT TO EXCEED 95x. MACHINE ROOM 2. A 220V, SINGLE PHASE, (30 AMP.O 3HP or 60 AMP.O 5HP) SERVICE WITH NEUTRAL TO A LOCKABLE SAFETY DISCONNECT SWITCH, FUSED WITH TIME DELAY FUSES SHALL BE FURNISHED IN THE MACHINE ROOM IN ACCORDANCE WITH N.E.C. A NORMALLY OPEN ELECTRIC INTERLOCK CONTACT IS REQUIRED IN THE P.O. BOX 749 5191 STUMP RD. SWITCH FOR BATTERY ISOLATION. (3 HP) SOURCE FOR SINGLE PHASE �j ) PLUMSTEADVILLE, PA. 18949 HEAVY DUTY SWITCHES (OR EQUAL): SQUARE "D" CAT#H-221 N; /t / / // PHONE: 215-766-3380 ELECTRIC INTERLOCK #EIK-031. ITE CAT.#SN-321; ELECTRIC INTERLOCK #SC-3. / l / FAX: E: 215 766-3 CUTLER HAMMER CAT. #DH221 NGK; ELECTRIC INTERLOCK #DS200EK1. E L E V 44 T O —3335 (5 HP) SOURCE FOR SINGLE PHASE HEAVY DUTY SWITCHES (OR EQUAL): SQUARE "D" CAT#H222N ELECTRIC INTERLOCK EK-300-1; man u t • c t u r I n g ROPED HYDRAULIC ITE CAT.#SN-322 ELECTRIC INTERLOCK #SC-5. company, Inc. RESIDENTIAL ELEVATOR CUTLER HAMMER CAT. #DH222NGK ELECTRIC INTERLOCK #DS200EK1. 3. A 120V AC, SINGLE PHASE, 15 AMP. SERVICE TO A LOCKABLE FUSED DISCONNECT NORTHEAST ELEVATOR SERVICE CORP. SWITCH, OR CIRCUIT BREAKER LOCATED IN THE MACHINE ROOM SHALL BE PROVIDED PROJECT: 6 JASMINE LN. NY FOR THE CAB LIGHTING IN ACCORDANCE WITH N.E.C. PRELIMINARY DATE: APPROVED BY FINAL DATE: 4. A TELEPHONE LINE TO THE MACHINE ROOM AND TIED INTO THE ELEVATOR CONTROLLER AS PER ASME A17.1 CODE. 02-17-22 05-16-22 5. MACHINE ROOM VENTS IF REQUIRED BY LOCAL CODE. DRAWN BY: J.C. REV. #: DRAWING NUMBER: 6. KNOCK—OUT IN WALLS BETWEEN THE MACHINE ROOM AND ELEVATOR HOISTWAY FOR ROUTING HYDRAULIC AND ELECTRICAL LINES SHALL BE COORDINATED SCALE: N.T.S. 2 NEAST-23191 WITH ELEVATOR CONTRACTOR. PLAN NUMBER: Machine rooms Aul VT4JA Ul AC'crtified Since 1993 certified Elevator Inspections, Inc. Snc Certified993 420 Columbus Avenue. Ste. #3310. Xalhalla, NY 10595 • Phone: 914 428-3419 • johncei(a optonline.net August 20, 2022 SC Rye Brook Partners LLC D ecegve 5 International Dr Suite 114 Rye Brook NY 10573 AUG 2 2 2022 Attn: Jeff Dubois BV�Lp NG F RYE BR Re: 6 Jasmine La. DEPARTMENT Dear Sir: As per your request, on August 19, 2022 1 witnessed the NYS code required full load Acceptance safety test on one new 7501b 3 stop roped hydraulic passenger elevator located at the above referenced address. Test was performed by the installer Champion Elevator. The elevator was tested to ensure compliance with testing procedures and requirements as outlined in Section 5.3 Private Residence Elevators, according to ASME A17.1 Safety Code for Elevators and Escalators and related local codes as referenced by the 2020 NYS Building Code, Chapter 30. No violations or deficiencies were revealed during the testing of this elevator. This elevator is deemed safe to operate. If you have any questions regarding this report, please feel free to contact my office. Yours truly (1hAJohochmis Certified Elevator Inspector NAESA QEI Cert. #C-875 NYS Inspectors Lic# 1 32-21-01 1 59 C.c. Michael J. Izzo, Rye Brook Building Inspector, Champion Elevator I� tchestei n l:CO171 E C E 0 V E AUG 13 2021 DD George Latimer County Executive VILLAGE OF RYE BROOK BUILDING DEPARTMENT �hcrhrt.1nhr.JII) Coln III Is o or4Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13330-21-DCDA Application for Backflow Prevention Device Kingfield Development 6 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: https://health.westchestergov.com/images/stories/pdfs/crossconnection doh1013.pdf .. NYSDOH- 1013 consists of two parts: (A) the initial test of the device(s) by a certified backflow prevention device tester, and (B) a certification by a Professional Engineer or Registered Architect, licensed and registered in the State of New York that installation is in accordance with the approved plans. The completed NYSDOH-1013 must be sent to our Department within 45 days of installation of the device(s). This form can be emailed to DOH-BFlow( westchestergov.com . Respectfully, Wyva r, 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 'f 0 RECYCLE Department of Health 2.5 Moore Avenue Mount Kisco.NY 10510 Telephone: (91 l)SG I "(; Paz: (91 I)813-3091 NEW YORK STATE DEPARTMENT OF HEALTH CERTIFICATE OF APPROVAL FOR BACKFLOW PREVENTION DEVICES This approval is issued under the provisions of 10 NYCRR, Part 5, Section 5-1.31, and Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester County. Log No. 13330-21-DCDA Facility: Kingfield Development City, Village, Town: County: 6 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 certified backflow prevention device tester test the above backflow prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed'd6nd registered if lI the State of New York. F. THAT the approved device(s) shall be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: fatK ) DATE: August 2, 2021 DeIroy ay or, P.E. Assistant Commissioner NEW YORK STATE DEPARTMENT OF HEALTH Bureau of Public Water.Sltpply on Report on teat and Maintenance I=tnpi Ste Stab Plaza-Corning Tower-er'Zoom r 110 A6any,NY 12n37 of Backflovw Prevention Device Please use a separate form for each device. For the year �c Initial test-Complefa entire rorm Annual iegt-C21i1plefe Part A DMy I Public Water Supply `Sd CC I Axount No. BIOCIt at (� Location of Dievtce FsciliryNarne, i1tfV Te-`C� Address(7 JGM,�� �� Yu4 `�, � ►,��� �05�3 Street city J Device Msnufachuer Type 0 RPZ Model Size On inches Serial Number Information (� L k n S N0-1 Check Valve No.2 Diffamntia® DCv �KL_ �a ) Check Valve l Pressure f U Reliena Pressure L LL psi Yalrs Test Leaked I� Date tJi Leaked Opened 3t psid m before Closed tight Closed tight_ -- .- 1� I ( ) I repair - L_t1 Pressure drop across first check valve T L It\ M D Y psid Daxl�e - hpf1A and Name by rrwtell is Name_ U6aQ Lic# l u� Date repaired: m m M D Y Fetal test Fheckvalve,3.11 ht Ca� � P7 9 Closed tight a Opened at psid drop across 1113t 3 �� (�l� M 0 Y P. Water Meter Number Meter Reading Type of Service:(chei;k one) 9 Dbmesiic 9 Other Remarks(Describe deficiencies:bypasses,outlets before the device,connectlons between the dew and point afantry,missing a inadequate ar9aps,etc.) Certification:This device � meets, dose NOT meet,the requirements of an a ble co Iruneni device at the time of testing I t.emby certify the torego:ng data to be cortaCt yR vtir4.TtiNn�) L._1G 1 l'S J f 03-1 C l� Pent Nan:• Carfiiod Testa N1o. n 6Vtiragan Dew Pew armors ar er►s agent)certification that test was ppful mled: (� r• fn al -5 0 5 Prim IVanle Title Telephone Certification that installation Is in accordance with the approved plans. fro"compiew by:he design engineer or G r archite ar water atrppilar.) 1 her rCwt that"Ids Installation is in accordance with The approved plarm Name Russell Palucci nna Engineer Date b } ' HYS DOH Log�► License Number 78721-1 Phone(845 )337-6040 m d y _Z Representing rime SOILZICris,LLC Consulting Engineers Describe minor installation changes Address 140 Princeton Drive city Shelton State CT zip 06484 D L� Signeture Nij It: en ono OOtepNlee Mpy to o naatl apartrnanl reprasont the area Of10 copy to Ula wll 0ayi a Ina:eellrtq Caw - NotMy trwnor and w'tler wppllar mmodlaloty H cavils lom tort era ropa 4 cannot opy to immediately 1013(a191) AUG 3 0 2022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 6 Jasmine Lane Rye Brook NY 2015 IECC Energy A/ AUG 3 0 2022 Efficiency Certificate VILLAGE OF RYE B_- D ROOK BUILDING DEPARTMENT Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): R _ Glass& Door Rating LI-Factor SHGC Window 0.29 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Heil#N9MSE1002120A 95.5% Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Jobe Leonard Date: 2119119 Comments Envelope Leakage Test Testing Company: Technician: Name: ProChek Name: Frank laconetti 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: 3892 - 6 Jasmine Lane Rye Brook Name: NY Address: 6-Jasmine PL Address: 6-Jasmine PL Rye Brook, NY Rye Brook, NY Geo-Tag Latitude: Data: Longitude: Timestamp: Measured Leakage: 2.23 ACH5O Leakage Target: 3.00 ACH5O Compliance with Leakage Target: Pass Test ID: 6 Jasmine Ln Rye Brook NY Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,104.0 (+/- 5.3%) Effective Leakage Area: 47.1 in Building Volume: 29,682.0 ft3 Enclosure Surface Area: 3,382.0 ft2 Coefficient (C): 58.6 (+/- 39.2%) Exponent (n): 0.751 (+/- 0.108) Correlation Coefficient: 0.98976 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 78 °F Post Indoor Temp: 78 °F Pre Outdoor Temp: 84 °F Post Outdoor Temp: 84 °F Altitude: 100.0 ft Time Average Period: 10 seconds Test Date and Time: 2022-08-02 10:52:13 2000 • Depressurize — (d) 600 Y 500 J 400 Q 300 c m 200 100 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) r Envelope Leakage Test Test Readings: Target (Pa) Bldg_(Pa). Adj Bldg Fan (Pa) Flow (cfm). Config Baseline 0.9 -60.0 -58.0 -58.7 -50.2 1,283.3 Ring A -54.0 -52.5 -53.2 -42.7 1,185.8 Ring A -48.0 -48.9 -49.7 -31.1 1,016.5 Ring A -42.0 -40.3 -41.0 -226.2 890.4 Ring B -36.0 -35.6 -36.4 -191.1 819.0 Ring B -30.0 -30.0 -30.7 -150.9 728.7 Ring B -24.0 -23.6 -24.3 -113.6 633.0 Ring B -18.0 -17.9 -18.6 -79.7 531.0 Ring B Baseline 0.6 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 Analysis Address: CD _tk• r r--, ( A_),� SBL: Z `t' . 22 l — l , S'o Zone:_Use: Z t o Const.Type: Other. Submittal Date: ` Z �-, Revisions Submittal Dates: Applicant: S 'C - F o r�z� Nature of Work FA`^mil w� En wy u Reviews:ZBA. J A N 1 1 2021 pB: BOT: Other. OK ( ( ) FEES:Filing. 7S•Xz-P, BP: 1 I i Z 1 �' '4 aT� C/O: Z, 0.D• s ( ) (•�APP: Dated .✓ Notarized: ✓ SBL: ✓Truss I.D. "cross Connection: ✓ H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ) ( ) ENVIRO:Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan Other. ( ) ( ) URVEY:Dated Current: Archival: Sealed. Unacceptable: ( ) ( PLANS:Date Stamped Sealed. ✓ Copies: Electronic: Other. (. ( License: Workers Comp: ✓ 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. ( (v�FIRE SUPPRESSION:Plans: Permit: N/A: Other. (� ( ) H.V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. 2020 NY State ECCC: N/A: Other. Final Survey: Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. ( )ARB mtg.date: approval: notes: ( )ZBA mtg.date: approval: notes: ( )PB mtg.date: approval notes: APPROVED REOUIItED EXISTING PROPOSED NOTES Date:___AN_i l 2021 Ama: Cir e: FFe Front: Front: Sides: Rear. Main Cov Accs.Cov Ft.H Sb: Sd.H Sb: SLFA' TotImp Ft Imp: Par Height/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 Sq. 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= 72S 6 sq. ft. x $65.00 = $ —x$I5.00/$I,000.00 = $ 737 . t ° I,Fl. = 13 sq.ft. x $225.00= $ `t 3Z� b ?S' z$I5.00/$I,000.00= $ qO' 13 2"d Fl. = l t 6 Z sq. ft. x $225.00 =$ x$I 5.00/$I'000.00= $ 34'a, ),F, Z S Attic= IF' sq. ft. x $225.00 =$ x$15.00/$I,000.00= $ + er— Total Sq.Ft. _ ; G( sq. ft. Total Cost= $ 7ti1 Total B.P.Fee= $ Z 16 •46 °Includes Attached,;Garage if Applicable. Total Amount Paid = $ Pr Total Amount Due= $ t Z t 4 J AN 1 1 1011 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. 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: 130 j N t-•S SI-t u� - (1 y C_D i 6itNA Vk-. I q r-- AeO H I jt k C-1 kc?-'e— Subject PropertX: b Jasm I n - Lme one: _U 19 Please take notice that the subject; cl One or Two Family; ❑ Commercial, C(New Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; C1Truss Type Construction(TT) ❑/Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) in the following location(s); ❑ Floor Framing, including Girders &Beams (F) ❑ Roof Framing (R) dFloor 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 NYCRIZ§1265 for One&Two Family Dwellings. Date Design tonal Date Prope 'r Date Notary Public (7) TRISHA MARTIN Z NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-19-2023 Building Permit Check List&Zoning Analysis Address: ,S N t-•qr� SBL: 1 Z�' Z,S. —l - l S Zoni*:2 l Cot.Type: Other. Submittal Date: S Z Z z Revisions Submittal Dates: Applicant: Nature of Work: 3 IP-L-o ti --r2ps.S Reviews 22JAY 2 4 2022 pg, BOT: Other. EP OK ( ( ) FEES:Filing. t,DD•-it!t BP: S ZS'"A�C/O: Flood Plane: Legalization: ( ) ( ) APP: Dated Notarized: SBL: Truss I.D. Cross Connection H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening ( ) ( ) ENVIRO:Long. Short Fees N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan Other. ( )( ) ( ) SURVEY:Dated: Current:p Archi Electronic:Archival: Sealed: Unacceptable: ( ) PLANS:Date Stamped Sealed Coies: Other. License Workers Comp: ✓ Liability. ✓ Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated (� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A Other. N/A: ( ) ( ) LOW-VOLTAGE ELECTRICAL Plans: Permit N/A Other: ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:—Battery:_Other ( ) ( ) PLUMBING Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A Other. ( ) ( ) H.V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. ( ) ( ) 2020 NY State ECCC: N/A: Other ( ) ( ) Final Survey Final Topo: RA/PE Sign-off Letter As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER C/O DENIAL LETTER Other ( ) ( ) Other. ( )ARB mtg.date: approval• notes: ( )ZBA mtg. date: approval: notes: ( )PB mtg.date: approval:- notes: REQUIRED EXISTING PROPOSED NOTES MAY 2 A� Date: 4 2022 c Fie Front Front: sS Main Cow. Accs.Cov Ft.HS : S .H Sb: S,Fa Tot.Imp. Ft.I P kui Hcight/Stories• note I� ti CERTIFICATE OF LIABILITY INSURANCE 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 Q certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME_ cu Aon Risk Services Northeast, Inc. HONE (866) 283-7122 FAX (B00) 363-0105 Boston MA office IAC.No.EXt): (AC No). 53 State Street e.M,uL Suite 2201 ADDRESS: O Boston MA 02109 USA INSURERS)AFFORDING COVERAGE NAIL a a6l1RED 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. Limfts shown are as requested INSR LTR TYPE OF INSURANCE ADM SUBR POLICY EFF POLICY EXP INSD WVD POLICYNLIMBER MADD•YYY NMDPY LRATS B X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S5,000,000 CLAW-MADE X OCCUR S100,000 PREMISES Ea occurrence WED EXP(My one Person) Excluded PERSONAL&ADV INJURY S5,000,000 GENT AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S5,000,000 2X4 POLICY X PRO- JECT LOC PRODUCTS-COMPIOP AGG S51000,000 OTHER g n AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 'in ANY AUTO BODILY INJURY(Par Person) Z SCHEDULED OWNED AUTOS BODILY I JURY(Per accident) AUTOS ONLY HIREDAUTOS NON-OWNED PROPERTY DAMAGE V ONLY AUTOS ONLY )Per aeoganl L' C UMBRELLA LIAR OCCUR 1000S796 201 / / 020 1110112021 EACH OCCURRE NCE X EXCESS LIAR CLAIMS-MADE AGGREGATE S5,000,006 DED RETENTION WORKERS COMPENSATION AND PER STATUTE OTH- EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR PARTNER EXECUTIVE E.L.EACH ACCIDENT OFFICER MEMBER EXCLUDED NIA (k4ndawry In NIQ E.L.DISEASE-EA EMPLOYEE I leas.deacrbs under DESCRIPTION OF OPERATIONS beiow EL OISEASErPOLICY LIMB Ott jag DESCRIPTION OF OPERATIONS LOCATIONS VEHICLES(ACORD 101.Additional Remarks Schedule,may be attached if more space Is required) TJ _11 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELED 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 lim 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 The location of where work will be performed is PHONE:914�81-1531 FE1N:XXXXX6S09 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$100,000 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 1 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 furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. Signature: Date: /a 1oL D EzteMPdolpWC ate Number 4 n R a ed : ., .,.. Ma. 020 24 . NYS Wo nititio»t Board M200 0112018 '4 CERTIFICATE OF LIABILITY INSURANCE ��(M� ' 04/,32020 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 NAMEO CLIENT CONTACT CENJER FEDERATED MUTUAL INSURANCE COMPANY PHONE FAX HOME OFFICE: P.O. BOX 328 A/c No Ext:888-3334949 A/c No):507-446-4664 OWATONNA, MN 55060 ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURER(S)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 WVD POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED $100 00� PREMISES a oc r n MED EXP(Any one person) $10,000 B N N 6042334 05/11/2020 05/11/2021 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000 000 X POLICY ❑PRO- ❑LOC PRODUCTS-COMPIOP AGG S2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1 00�ADO accl.n X ANY AUTO BODILY INJURY(Per person) OWNED AUTOS ONLY B ASCHEDULED UTOS N N 6042334 05/11/2020 05/11/2021 BODILY INJURY(Per accident) HIRED AUTOS ONLY NON AUTOS OS N ONL LY PROPERTYde DAMAGE Per accin X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $10,000,000 B EXCESS LIAR CLAIMS-MADE N N 6042337 05/11/2020 05/11/2021 AGGREGATE $10,000,000 DED I I RETENTION WORKERS COMPENSATION OTH- AND EMPLOYERS'LIABILITY Y/N X PER STATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVE 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 j $1 0o0 I)00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1 000 000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: KINGSFIELD 1100 KINGS ST RYE BROOK NY CERTIFICATE HOLDER CANCELLATION 149-868-2 4660 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 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 la.Legal Name&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 MIDDLETOWN.CT 06457-1501 1c, NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to 1d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State.i.e.,a Wrap-Up Policy) Number 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 1" insures the business referenced above in box 1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 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 carver) 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 A6O d TE MM/DD YYYYj CERTIFICATE OF LIABILITY INSURANCE [11721(12021 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 OTT AGENCY PHONE x PO Box 659 A/C No Eat (845) 895-8873 A,C No Wallkill, NY 12589 ADDRESS ottins2001@yahoo.com INSURER(S) AFFORDING COVERAGE NAICN INSURER Main Street America INSURED Total Comfort Inc INSURER B National Grange PO Box 359 INSURER National Grange 7 Ohara Rd INSURER D National Grange 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 INSR LTR TYPE OF INSURANCE INSD N/VD POLICY NUMBER (MMIDD/YYYY) (MMIDD/YYYY LIMITS x COMMERCUIL GENERAL LIABILITY EACH OCCURRENCE $ 1 ,000 000 CLAIMS-MADE a OCCUR PREMISES Ea occurrence $ 500 000 MPU7919F 1/21/2021 1/21/2022 MEDEXP(Any one person) $ 10,000 A X X PERSONAL B ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PFR GENERAL AGGREGATE s 2,000,000 POLICY 7X PRO- JECT F7 LOC PRODUCTS-COMPIOP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED Ea accident $ 1 ,000,000 ANYAUTO 1/21/2021 1/21/2022 BODILY INJURY(Per person) $ OWNED SCHEDULED BIU7919F B AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED AUTOS ONLYDAMAGE AUTOS ONLY r)PERTYt $ E UMBRELLA LIAR HOCCUR D EXCESSLIAB CUU7919F 1/21/2021 1/21/2022 EACH OCCURRENCE $ 5,000,000 CLAIMS-MADE AGGREGATE 5 5,000,000 DIED I I RETENTION$ $ WORKERS COMPENSATION _ AND EMPLOYERS'LIABILITY YIN 1/21/2021 1/21/2022 STATUTE ER C FFICER MEMBEANYPROPRIETORRfPARTNERIEX EXCLUDED-I ECUTIVE NIA WCU7919F EL EACH ACCIDENT $ 1,000,000 (Mandatory in NN) E L DISEASE-EA EMPLOYE $ 1 O 5 7 3 If yes.describe under r DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 1 ,OOO,000 DESCRIPTION OF OPERATIONS/LOCATIONS I 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 REPIR�SENTATI / Jl ©1988-2015 ACORD CORPORATION All rights reserved ACORD25(2016/03) The ACORD name and logo are registered marks of ACORD Workers' STATE Compensation CERTIFICATE OF Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name 8 Address of Insured(use street address only) 1b.Business Telephone Number of Insured TOTAL COMFORT INC 203-223-6700 PO BOX 359 7 OHARA RD 1c.NYS Unemployment Insurance Employer Registration Number of MILTON NY 12547 Insured Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State.i.e,a Wrap-Up Policy) Number 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 938 KING ST RYE BROOK NY 10573 Policy Number of Entity Listed in Box"1a" WCU7919F 3c.Policy effective period 01/21/2021 to 01/21/2022 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) FXJ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1a"for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? AYES DNO 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 authorized representative or licensed agent of insurance carrier) Approved by: �i jf�" (Signature) (Date) Title: PRESIDENT 1/21/2021 Telephone Number of authorized representative or licensed agent of insurance carrier: 845-895-8873 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 (9-15) www.wcb.ny.gov CHAMELE-01 BOZ ACORO DATE(MM/DDNYYY) `.� CERTIFICATE OF LIABILITY INSURANCE F5/11/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER C aEr CT NR HOTALING PROPERTY&CASUALTY LLC PHONE — FAX 2678 South Road (A/C,No,Ext): 845)454-8363 A/C,No; 845 471-7494 Suite 102 .certificateemeWhigifin.not Poughkeepsie,NY 12601 INSURE 8 AFFORDING COVERAGE NAIL• INSURER A:Accredited Surew and Casualty Company,Inc. W379 INSURED INSURERS:Utica Mutual Insurance CO 25976 Champion Elevator Corp. INSURERC: 1450 Broadway 5th Floor INSURERD: New York, NY 10018 — 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. IILTR NSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITYEACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR 1-TPM-NY-1 7-01268951-GL-0 8/10=21 SA002022 pDREM8ESORRENTED 300,000 X Contractual Liab. 5r000 MED EXP one arson PERSONAL&ADV INJURY 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 4+0W,000 POLICY X PEReT LOC PRODUCTS-COMP/OP AGG $ _ 4'000,000 OTHER EBL AGGREGATE 1,000,000 B AUTOMOBILE LIABILITY COMBINdED SINGLE LIMIT 1,000,000 X ANY AUTO 5474966 8/10/2021 8/10/2022 BODILY INJURY Per $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY BODILY INJURY Per accident AUTOS ONLY AUUM ONLpp PROPERTY pAMAGE T S Y (Per accident) A UMBRELLA LIM; X OCCUR EACH OCCURRENCE $ 3,000,000 X EXCESS LIAO CLAIMS-MADE 1-TPM-NY-17-01268952-XL-0 8/10/2021 8/10/2022 AGGREGATE $ 3,000,000 DED RETENTION$ A WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L EACH ACCIDENT $1-TPM-NY-16-01285898-00 8/10/2021 8/10/2022 . 1,000,000 FFFICER/MEMggEER EXCLUDED? N/A Manclef y In NH) E L DISEASE-EA EMPLOYEE $ 1,0w,ow ff yes,describe under - ' DE CRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT 1+�0+� A Excess Liability 1-TPM-NY-1 7-01268963-XL-0 8A0/2021 8A0/2022 Aggregate/Occurence 5,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required) RE:6 Jasmine Ln,Rye Brook,NY 10573 VILLAGE OF RYE BROOK is included as additional insured as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF RYE BROOK THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPARTMENT 938 KING STREET Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD PORK Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board la.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured Champion Elevator Corp. 212-292-4430 1450 Broadway,5th Floor New York,NY 10018 1c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to 1d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 47-4285250 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Accredited Surety and Casualty Company,Inc. Village of Rye Brook 3b.Policy Number of Entity Listed in Box"1 a" Building Department 938 King Street 1-TPM-NY-1 6-01285898-00 Rye Brook,NY 10573 3c.Policy effective period 08/10/2021 to 08/10/2022 3d.The Proprietor,Partners or Executive Officers are QX included.(Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance 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: Daniel Emerson (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 5/18/2022 (Signature) (Date) Title: Account Manager Telephone Number of authorized representative or licensed agent of insurance carrier: 516-344-6900 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-106.2 (9-17) www.wcb.ny.gov KIN FIEL EVELOPMENT CLUSTER "m" FILE copy INTERNATIONAL DRIVE RYE BROOK, NEW YORK RINI AS-BUILT/FINAL SURVEY .......... SC RYE BROOK PARTNERS, LLC REQUIRED PRIOR TO 5 International Drive, Suite 114 FINAL INSPECTION Rye Brook, NY 10573 NYS Uniform Fire Prevention 8 Uniform Building Code: 2020 Building Code of New York State 2020 Residential Code of New York State 2020 Fire Code of New York State 2020 Energy Conservation Code of New York State 2020 Plumbing Code of New York State 2020 Mechanical Code of New York State 2020 Fuel Gas Code of New York State El 2020 National Electrical Code 2017 ICC 117.1 Accessible& Usable Building and Facilitiesit III � ❑ � ❑ ❑ Project Criteria: Use Group: a-2 2 JASMINE LANE 4 JASMINE LANE 6 JASMINE LANE Construction Type: 56 Area: 10,274 sq.ft. FINISHED BASEMENT NOT Volume: 90,147 cu.ft. APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT THIS BUILDING MUST BE POSTED 7 Thurston Avenue Structural Consultant ti'!r�7H A PERMANENT CONSTRUCTION PERMIT# 3 Newport, RI 02840 Camera/O'neill Engineers ��'E IDENTIFICATION SIGN; 1 117 Black Point Lane $B�-# L CordtsenDesign.com V Z � Z'�— � 401.619.4689 Portsmouth, RI 02871 FR DATE APP V D 1 2021 j MEP&P Consultant DEC PRIOR TO THE ISSUANCE C/0, R.W.Sullivan Engineering AS REOUlRED BY�!Y STATE LAW. .. V14(.,4G 529 Main Street#203 6i.ii�uiFi�:s SFcX vR, viva$e we Rye"1a�Y,H7 B(J� E 01Z RY C O R D T S E N Boston, MA 02129 LD'�G�EPAR MENT DESIGN - ARCHITECTURE FL 313.17 G 312.42 G 311.25 G 311.83 FLI 307.67 G 306.92 52 5S FLI 297.17 FLI 301.67 G 300.92 G 305.75 G 306.33 G 53 C 1 FLI 294.67 G 296.42 G 300.33 C2 A FLI 291.67 W/o C� SIGNAGE: FLI 2 G 293.33 G 299.75 O 57 56 23 25 XI- SALES OFFICE t W/O G 291.92 61 A X2-SALES PARK ING-► G 290.92 O . 59 C 1 C 2 21 X3-SALES PARKING 62 A 15 19 CLUSTER W X4-SALES PARKING4- O DR C2 13 X5-SALES PARKING t 64 BR x Z z X6-DO NOT ENTER 9 11 CLUSTER �, c 0 c� X7-DO NOT ENTER BR D L 5 7 CLUSTER If C W U > 4' 3 CLUSTERZ EYSUCKLE LANEGe 1 W o CLUSTER AA H O N F19YL 33 O = ,a m c FLI 313.17 V x 3 CLUSTER B6 '^ G 312.42 V ,.z v CLUSTER CC z 17 Z R 32 gate to be FLI 305.67 Z �` L) locked at all hoinli Vie c n 15 BL O G 304.92 a (� c r v C; times 22 N m c 15 ZL 31 FL1312.17 choinlink tenCe ,8 O FL 1 294.67 51 B R � m 13 O G 311.42 D n gate 27 79 G 293.33 O YR 30 C. �► 20 N BL F 1 5.67 A 3 �� R, rta 3 .92 49 v FL 1V293.67 890 B R 3 C n0 G 305.92 M c 1 1 29 /O L Z ZL FL1311.17 con G 292.92 20 ,,, q Z R 28 G 310.42 d 46 48 FLI 306.67 D 7O 25 81 G 294.33 C G 305.92 N C2 305.92 n O N 1 1 A - D C� FL 1 294.67 A D m Z DR p t8 rn ,,, c 7 YL 27 FL1310.17 W/O 18 p L^ fl 82 FL 1 295.67 1 306.67 A A r G 305.92 V) p G 309.42 G 293.92 84 � rc, 23 A G 294.33 305.92 45 `^ y C 1 47 M 5 Z R 26 Z 9 c m Z 305.92 C 2 �^ r Z C 1 G 294.92 �. •a 44 ,6 25 FLI 309.17 _ vi FL tW/ 67 86 DR 16 O Z 21 83 go 7 43 G 304.42 � 3� Y R 24 G 308.42 O G 294.92 O m y C 2 N n c-1 14 note: LU fl FL 1 296.67 � 40 42 FL 1 305.17 maintain entire length of 19 G 295.92 C 1 fl G 304.42 international drive free (� from dirt&debris at all Fl,V2�o" 87 B L 14 p B L 85 304.92 N N S A ,,a� G 295.42 O /� 12 A 70 i G 303.83 times /ocd ore Z 0 1 305.67 O/"� 70 C 1 O c +� e C1 304.33 39 O q, note: ,hoc \Ge 00 J O r © 3 NO TRESPASSING e< �0'� o\00 N 91 m 8 G 297.42 3 C`! signs on all gates `6a ��p` c: FLI 297.67 O D R 17 C 2 ® GB ro �c ��o NOTE: w -� W/p 12 C2 04.33 O 10 sales FF 306.50 tiO / �5`� \�c FOR DIAGRAMMATIC PURPOSES F- 00 G 296.92 FLI 298.17 parking GSF d cosy ONLY. REFER TO CIVIL N r- 89 G 297•42 DRAWINGS FOR ALL RELATED J i r SITE WORK. Q 0 % 15 A /G�� A directional V U14 VIBL I ®�� consi.sign LEGEND: C 92 F L 1 298.17 L G N G 297.42 8 -0 1 A- 'A'UNIT O E W/O C 1 90 FL 303.67 37 BL 'Pp xt BR-'BRIGHT'UNIT U -#- G 297.42 BL-'B LEFT"UNIT LU +- (` 13 G 2.92 �+ CI- 'C"UNIT,MASTER UP 11-- O O �, Oa C2-'C"UNIT.MASTER DOWN Z = Z Z 6 y DR-'D RIGHT'UNIT q, �. DL-'D LEFT"UNIT o_ U 94 G 296.42 n-3 a. p F FF 302 50 G 302.42 YR-"Y RIGHT'UNIT w FLI 298,17 93 DR 8 C2 0�'� o�n 36 iii C 1 lGT_ YL-'Y LEFT"UNIT N Q Q N © O FLI 303.17 ZR-'Z RIGHT"UNIT Q N 0 W/O FLI 297.17 4 G 297.42 G 296.42 1 A +stop sign G 302.42 ZL-"Z LEFT'UNIT 95 co 301.42 C 1 W/O-WALKOUT 6 2, O O97 OIG,r,, 9 A G 295.83 FL 1 302.17 35 2 +stop sign flag man+ ! 2 G 302.42 C 1 GJ, G 300.83 C2 A G 296.42 Fp �s 96 F 25 3 4 f� ,� 4 C 1 O 4 © 41 p C 1 O FLI 302.67 A J, a G 300.83 18 O� lGXlF O G 30I.92 O C' 'P P 7 FL 1 297.17 98 � G 293.42 ® !Gs ! '9 �3 W/O Z 100 C 1 A x ,, +stop si P G 295.83 99 C 2 �e 5 C2 FG 293.42 © O 16 2. BL _ C O - �- A G 295.83 101 9 G 302.42 O 4 C`1/& G 300.92 - W 0 A G 292.83 C2 pC I l x E 3 FL 1 303.17 � llGsr 102 e G 302.42 O 12 '9 C 1 FL 1 301.67 x Q C 1 G 300.92 O cG 6'x50' ��� cw G 302.42 plGTA 12 anti-frocking 1 ��` C 1 FOP A c W G 289.42 pad Gro 88 17 G 300.33 ^^> Z UJ 103 18 \�cce G 301.92 A 13 FL 1 290.17 Dos/$ 9 C 1 z , Q O W/O C 1 gate o��cw G 289.83 oil fence FLI 302.67 e 5 v G 289.42 8 cc 78 FL 1 291.17 G 301.33 C2 x V 0 G 288.83 104 A G 289.83 10 W m gate for construction C 1 I q G 298.42 `� 0- FLI 288.67 105 entrance 8 exit to be 15 77 G 289.83 W W/p �v unlocked&open during 3 r 1 G 287.92 C2 S~�� construction activity only. A FL'291.67 C 1 v G�J at all other times this gate 13 G 290.92 FL 1 299.17 C 15 1� 4 must be closed&locked C I 1 76 O G 298.42 A C� 72 n DL � SlF�'f-� 1' G 291.83 03 f�, 1 G 297.83 Q- BL FLI 293.17 2 �� OJ P ' 70 G 291.83 f 16 S� C, QP 9 O G292.42 FLI 294.67�� `-'1 O x J Q blocktop� G 293.92 1 z C2 106 Cf US C 1 69 O oo � ` G 5 7FPi/ 7 A 66 lavender lane to O } A G 289.42 P p C 1 O be paved 2nd 17 G 297.83 107 /M R O 5 B R week of 9/20 7 C 2 3 FL 1 290.17 S F GGC, C 1 w/O Qus"R 1 g H 4F C�US7FRL 1 299.17 G 297.83 GG 3 18 F G 289.42 � JS1 108 j J ! 5 A G 288.83 C 1 QUST Z.1 10 ER EE Oc 1 G 298.42 T DR 75 '°` 8 C/�'s7FR yh � tr C 1 ,9 1 10 74 C2 6 CLUSTER FF e 7 3 FLI 288.67 G 290.33 CLUSTER DD 21 C 1 Z FLI 299.67 W/p FL 1 291.67 73 �` G 287.92 W/O 4 G 298.42 S 20 G 298.92 = Lp G 290.92 G 290.92 4 ; �, DR GDL F L 1 299.17 22 A FL1293.67 BR w/O i W/O 67 G 298.42 C2 2 G 292.92 65 x FLI 294.67 23 W/0 FLI v2/O 67 G 298.42 G 293.92 G 294.92 UNIT G2 MO LEFT . . UNIT A UNIT GI MU RIGHT CAMERA-O'NEILL 3'-�• CONSULTING ENGINEERS PROVIDE Ill INS SIMP50N '�-o"� •o � � •Q � � Structural Engineering•Design ABU66 5T BASE! �' GONG.FT6.RE1NF.MV•4 g.a S'a 36'-�• iClockk tower Square re �►a .►a g'� GONG.Fr6.REIHE.My�a FASTEN TO .MU DIA �� }� BARS•12'OL.E.W BOT. EPDXIED AN BARS O 12 OL.EJ•1,BOT. -,�- cam..../o'�wsn ��e 7s41 (6•EMBED) �°" t"°F"Q"""` L J 10'VIA.REINFORCED L - - 13'-5K' 15'-W 3'-2' `- bTUBE PIER,TYP. 2'-X OF NEW Y 4 (B.oF.MIN.3'-6' -_2• 15' 1--4- 4 I'�• �P�� V. so.1 BELOW 6RADW b'-ID' 1'�' 12'-61l,' 1'r{• 12'3' S0.1 � 12-4 I2'-4• 9 q •o r.o GONG.FT6.REINF.W/M4 '� ��► 'A GONG.FT6.REINF.W/84 o a _ w Z=W P I'-4' 1'�' ' .o g' g' BARS•12'OL.EJ•I,BOT. �' S`' > >`3 C P PROVIDE BLOCKING•16'oL. PROVIDE!INSTALL C 6 e BARS•IY OL.EA,BOT. �a 6 �►a �a r,a �� Z lLr. = W � 'Go 0% BETM�fi FASTEN FIRST(�WALL 51 ABJ66 STANDOFF -I r r d�^ D 1 �Co r-ti.- o 9016 �� G W U °�o STUDS AND FASTSI TO GONG. !q'-II' GOORD.MY ARGHL t FASTEI TO GONG. I 4 I 1 4 ( O ._�gtipN' oc G 0 0 o c FDE WALL W/HILTT TYPE RS W/%*DHIOA. POODXIED L __ L --J L - L--- O _ a POYOfft AGTUAT87 FASTENERS U s E 0 AT Ib'OL.STAGGERED 50'I EMB®) 3'-2' 10 DIA.REINFORCED 3,_2. 3-2 10 OIA.REINFORCED [B.OF_-14'-O']-- 3'-2• --- -_______- -------- [BO.F_-14'-0'] SONOTUBE PIER,TYP. SONOTUBE PIER,TYP. U ------ -- q (gOF.MIN 3'�i' Y (S.OF.MIN.3'-6'BELOW Z U 1 ------- ------------- --- -- ---------------- - - ----------------------- -- I 50.1 BELOW TRADE) 4 '^ GRADE) a 4 -- ---------- - L- ------ -[B.OF._I4'-0) 50.1 l TA.MULL LL TA-105F 21 -, I T.O.STEM 50.1 •DOOR N � t s TO.WALL I-9'-b`] SIM [-10-2] T.O.STEM - - -- _ ----- 'P - O •r TO.SHEI F , q I GOORD W/ARGHL tq'-8• PROVIDE BLOCKING•'b'OL. BETWEEN FASTEN FIRST(2)WALL I= [-10'-2) T.O.WALL I I 4 Nve SO.I SIM 50.1 5' '4 9 STUDS AND FASTEN TO CONC. 1 I - {• 1 TO.STEM •DOOR I v 50.1 EON.WALL W/HILTI TYPE X-U Q 1 i Cp��'4(C>•r -- Y FT6.STEPS i O [�'�.] [-10'-2) i I - ---- -5•- --------- - ----[BOF.-4'-0']-_ __ ___ ___ ATP I�b OL.STAA66E W TED TEt�25 ()gOF.-14-0] TO.WALL STT3'S �I I PROVIDE(4)FULL I 35•W1Ga- I PROVIDE*4x48' ----- ------------- - ----- ----- ----------------- - - --- - - --------------- -- -- -------- -- __ - -- - -- HE16HT 95 VERT.BARS I I TO.WALL I DIAGONAL REBAR ----_ _ _ -- - -------- _ _ - - -- --- - --- f_ I I I [-0'-W4'J AT RE-@ITRANT CORNERS. I :; - - - TD.S�F---- - - T-- TD.SHELF J -- I •. I ,p F%.STEPS I I AT WALL STEP JE - L_L22 '{ I SLAB Ib'-ICIG' g,�y I I N T O.STEM TO.STEM I 14'-IDG I T.O.SLAB '� O 1 I 6.STEPS �o O [-q''8'] 50.1 [-10'-2'] [-9'�i'] TO.WALL IQ Le ELEV.-q� 51M _I TO.WALL i I I I t- Q O I [-0'-5V4'j 50 2 I SLAB DETAIL T.O.SHELF 1 I 10'WALL I i mjig 1 1 1 �- I [-10'-2) , PROVIDE!INSTALL)$• -- z O I I I T,o.STEM OI I'-10'FT6. •5PR1NISFIELD•CAP AND '� 1 Z BASE PLATES AT ALL I I PROVIDE VERT BARS RILL I T.O.WALL STEPS . Y r --1 5• CIa'' I 10'WALL qI I LALLY COLUMNS,TYP. I xJ IEI6HT A MUL!STEP O 5 SQ �I - 1 I 3 4'NORMAL WT.GONG. I > g 50.1 I I I I I'-10'FT6. SEE DETAIL I I 1i- r 5 I I FT6.STEPS � PROVIDE!I TALL J$' L-EZ� I :� 50 2 PROVIDE!INSTALL)$'GAP AND 50'I I O I- 1 '• I ��I 'G�A�L.L I'-10' 12'-blr.' I I BASE RJ1TE5 AT ALL.H5S jR I O 3-- 14-10% i I COLUMNS,TYP,BASE PLATES r 1 1' O 1 I LALLY ,TYP. _ I A I 94ALL BE.SL8MIT'�W/STEEL 0 . 1 I 10 WALL 1 • I SFIOP DRAWINGS r- _-, i I 12'THIGIC CONC.FT6. r _ I 10'WALL I TO.WALL I 1 1 T•BEAM 1� REINF.W/M4 BARS• N r-Io•FT6. '.{: [-0'-y'4) I '�. POGi�T - 12.O.C.EA,BOT. Z I'-10'FT6. 1 1 TO.SLAB 1 I _ •. 1 y 1 I 1 � I ELEV.-a•6 cf _ I i CL ON. 1 I 3 1 o I 1 1 BELOW MI6RAVE] Z i I 50.1 1; I I I I SLAB DETAIL 1 I m Q) I 1 SLAB DETAIL �{ 1 o I I TYP 1 I 50.1 Ib'-ax' 1 I I 6•WALL � Q 1 50.1 PROVIDE*4x4b• •. 1 w I I 3 TO.WALL 1 •' I 4'NORMAL WT.CONG.� 1 1 Q E 4 1 Z I � I , AT RE-ENTRArIf � �� •s, � � �.I [-0'•�4� ( I SEE DETAIL O I -- � Z i • 4 NORMAL WT.CONG. T I TYP 1 I SLAB GORA LL- I = 1 I 1 I TO.WALL 3 I I PROVIDE CONT.•4 N O I SEE DETAIL TD.•BEAM TO.WALL 1 I I 1 •BEAM POCKET 1 I BAR CENTERED AT Z O Q Z PST [-0'�S►4) I I ( TO.WALL I [-1'-6141 50.1 1 2'�IG' TOP OF WALL AND O U- 1 [-0'-4) 1 1 I SHEAR BEVELED a_ I ----- ---- 4_r 4 -- 20.-2• T'-10' I I TO.WALL•BEAM -- _ WALL BASE F PROVIDE!INSTALL BEAM 1 T.O.WALL -- -, - 1 1 I POOTT[-I 404) I I T•�� I 1 N Uj U Q POCKET AND P.T.BEARING PLATE i [-0'-51's'] 1 --- ----- - -- -'• L--- -- [BAH.-10'-10'] _1- I 1 I WAIL PIOGI�T I U v) 0 AS REWIRED TO AGCCIMMODATE I I r -- - - - - 1 �• -- - -- ---- ' I T•O• fj TO.WALL 1 I I 1 P BEAM.PROTECT LMTRF.ATED 1 I 1 1 PROVIDE!INSTALL BEAM 6 1 • •BEAM L_- [-I 4K) i 1 LUNBB2 WITTI BUILDING FELT 1 I 4 1 I POCICET POGKET AND P.T. 50.1 ---- ------ ---- ---- I 1 r I [-1' 4) 51M 50.1 [[_I - PROVIDE#4x4b' 1 I PROVIDE 4 i4 I _ I I BEARING PLATE TO SIM ----- [BOF_IO'-10•] - DIAGONAL R®AR I - - BARS AT PIER �T I r 1 p I r ACC.OM MODATE BEAM. ( SIM I I I --- ------ - AT RE-ENTRANT J - I I I PROTECT UNTREAT® - tD I I - - SLAB CORNERS. 1 I LUMBER WITH BUILDING IN THE EVENT OF ABATE I - 1 5 I 10'WALL "• - I 1 _ 1 I I FIST POURS,PROVIDE! TALL 05 1 't 1 50.1 4 I 1 - I I 1 x 30'LONG •12'OL. I I 1 1 1'-10'FT6. I INTOI PROVIDE!INSTALL i 1 r DE!INSTALL TD.WALL I'-0' ( I I 5 VERT.DRILLS t.W 6 I®EMBED BEAM POGINT AND P T I I 1 - I I POCKET AND P.T. I •BEAM , SO.i - 12'THICK GONG.FT6. I I 50•I I I SU1B DETAIL : I I %PLATE TO POG�T 1 i SIM I ATE BPJIPM. BEARING PLATE TO 1 I [-I'-N4'l ♦-- REINF.W/#4 BARS• I I .. 10'WALL I I 50.1 I ( ( PR T UNTREATED ACC.Of 4�MODATE BEAM 1 I I I O > 12,OL.EA,BOT. 2,�.1 I SLAB DETAIL I : 1 51M T.O.WALL I WUN BUILDI PROTECT INTIMATED 1 I I •: I -715 i 1 � '- (BAH.MIN 3'-6•" I I 50.1 I'-10'FT6. 1 I I b •BEAM {' T LUMBER WITH BUILDING 1 I 8'WALL � L BELOW GRADE] \ I 1 4'MORHMAL WT.GONG. PoC.KET I FELT,TYP. I I I I `� -- I I I I I 50.1 [-I'-6Y4`j SLAB DETAIL I X O I I 10'WALL I • 3 SEE DETAIL PROVIDE!INSTALL 1 p I 50.1 i I ( - , I-8'FT `- . 1 4'NORMAL WT.GONG. i 1 -' ------' I r-lo•FT6. 2 1 I BEAM POCKET AND P.T. 1 o I 5 x 1 I SEE DETAIL _� �- BEARING PLATE TO I TO.WALL I , i r I I TO.5LA18 ACCOMMODATE BEAM. I •BEAM '. 6'WALL I 1 1 I •' 1 I ELEV.-I-0• PROTECT UNTREATED i I O POCKET 4 i 4 HORAMAL WT.GONG. SIM 50.1 I I - --- -j 3 /O`` W TO.SLAB - Y I 1 GARAGE DOORS I1IPBER WITH BUILDING I O [-I'-6Y4) 1 _ SEE DETAIL 1 •r 10,WALL I � W • I TO.WALL I ELEV=v-1-0•6Af2A6E DOOR5 Q 1 I FELT i ~•: I 4 1 I r-lo•Fr6. 1 I 1 AT�� DEBT K > Z I [COORD.MU TO.WALL :, I I 502 I I LU I 1 ARLHL] 1 1 1 tD [-0'-y'4) 1 I m 1 TO.SLAB I ( a I TO.WAr I ELEV. 1-0•GARAGE DooRs 1 :' I I 5 = �""- 0 O PROVIDE N4 BAR TA WALL 1 I IN TIME EVENT OF SEPARATE [-0'�5►'4) � I 1 P+oURS,PROVIDE!INSTALL�5 I I I IN EVENT OF SEPARATE tp 1 1 50.1 ENTERED AT T OF WALL I [-O4) TO.WALL x 30'LONG DOWELS•12'Or- I ,PROVIDE!INSTALL r5 I 1 1 •. i r. O C.ONTINLIOUS 2x3 I [-0's,►4•] I I x LONG DOWELS•2 OL. I -, I I 10 I VERT.DRILL®!EPDXIED INTO L--- ----J 'SHEAR KEY A WALL BASE 1 i I IN THE EVENT OF SEPARATE 1 1 [�.�WALL FDN W/6'EMBED. _ DRIL 4 EPDXIED INTO IN THE EVENT OF SEPARATEco I 1 I -' I I o POURS,PROVIDE t INSTALL�5 1 1 I 1 x 30'LONG DOMES•12'OG. 1 ,~ POURS,PROVIDE!INSTALL M5 I 10'WALL 5EMBEID x 30 LONG DO►•ELS•2 OL. I I o i= z o) VERT.DRILLED!EPDXIED INTO TO.MULL I 1 8 TO.WALL i I b�MygLl----- I r , 50.1 I i FDN MV 6'EMB®. 50.1 •DOOR _ 3 tU VERT.ORILLI�!EPDXIED NTO I I v 1 1 I ip 4 [-0'-5►4) [-I'-8) q 1 1-i PON.W/6•EMBED. 1 I I'-1O•FT6. I C WALL TO. I ---- ---- -- ------- ; 4' I 4 I I TO.- •DOOR 4 L -------- --------- ---- -- -------------- J t. 1 1 tU Y� TO.WALL TO.WALL TO.WALL I 1 1 1 [-0'S14) (-I'-8) _ r Ci �I qj [-O'-5+4) Q •DOOR [-0'�Y4`] I p I x jm -------- ------- - --- t. r 4 DB.OF.-4'-,) --- ---- - -irr� } ----- - ----- - ----- o to 1 L-- �I 1•,` -------- - - - - - --- r I 1 1 i ----- -� I TD.WALL I I- --- ------- - ------ 1 1 [-0'-514`] [BOF.-4'�) 50.1 - --- DE(4)04 VERT. 1 1 1 - --- B(-OF. BARS AT PIER I r L---- --J 50.1 sii6'3•GooRD.MI/ARGHt -�• [4-41 , I - •'' I j J TO.WALL I i'-8` - ---- b'-0' 10 I ��0.1 Y 10 i SIM 8 -------- ---------- _ [-I'-4) J b'WALL t!'-ION' I w GOORD.M1/ARC.HML Y L ----------J 50.1 �'-�' COORD.W/ARLHIL t4'�►S• 14'-i' 5'4• W-2' -z A FOUNDAT'ON Pl�4N-CLUSTER I-WALK OUT BASEMENT FOOTI NO SCHEDULE SCALE:I/4"=1'-0' FOOTING FOOTING ID TA& SIZE REINFORLIN6 EQ.FIRST F PLAN 0 FL 2'-0'x2'-0'xl2'THICK (3)*4 E.K BOT. lJ•G• NOTE I. TO.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION O'-0' F25 2'-6'x2'-6'xl2'THICK (4)•4 E.W.BOT. - 2. ALL DIMENSIONS,ELJ=1/AnoNs,SH>-3.VE5,BEAM POGICI=TS,GUf-0UT'�,UNDERGROUND UTILITIES, 3,-0,x3,-0,x12,THICK (4)•4 ESL BOT. REFER TO (ND I V I DUAL BUILD NCB PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, To CST Ii�1AL-ME LAICAL,ARC.HITEGTURAL AND ALL OT}�TRADES'DRAWINGS PRIOR 4'-O•x4'-0'xl2•THICK (s)05 E-.BOT. DRAWI NC 5 FOR DETA I L5 AND >< 3. %ALLY COLUMN'-ALL LALLY COLUMNS SHALL BE Fill 1 50LID WITH CONCRETE.PROVIDE ALL Olt IONS,ELEVATIONS,SHAVES,BEAM POGKET5, V THICK'5PRIN6FIELD•GAP AND BASE PLATES AT ALL LALLY COLUMNS. C -ClUT5,UNIDERil9RCIUND UnLITIES,PIERS,FOOTINGS,SLAM, ADD'L INFORMATION x 4. SEE 6ENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION!SPECIFICATIONS AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH = CIVIL,6EOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. 56 56--V I O 28'-IC" 36-�" -------------- -------------- --------- 56,_.7, ............................... 'll r rnTr'- -------------------------------—-------------- ------------ Z Z wK 00 E wv 04 -----------------11, -------------------- r------ um --------------- ----------------------------------- c gu =0 O I I I I :1:111 I t V S u Z u Z== FC- L - --------------------- --------- ------------ I v fl I A ON u THY in U) W n V .1 ANJ M 0 0 1 A it In 10 0 r I 4� LLJ C�D I cm L L-J(/ 1296 73 r----------- ------------ +295 83 I I I�:; i i i I I ' 0 c*14 -------------------- -------- ---------------------- V) L ---------------- --------- I------- -------------- q I z 00 <in -------- ---------\- j L-------------- 16- (UNIT TYPE UNIT TYPE'A' UNIT TYPE*CI RIGHT) (UNIT TYPE*C2 LEFT.) UNIT TYPE W (UNIT TYPE'Cl RIGHT" 09 Cie NOTE: E NOTE: NOTE: NOTE: NOTE: NOTE: 0 0 (1) SEE Y,*=1'-0"SCALE DWG'S ON"C2 LEFT' SEE Y,-=I'-0-SCALE DWG's ON"A" SEE YV=1'-0"SCALE DWG's ON"Cl RIGHT" O >SEEY4"=1'-0"SCALE DWG'S ON'C2 LEFT" SEE Y,-=1'-0-SCALE DWG's ON'A' SEE Y,'=1'-0'SCALE DING'S ON'Cl RIGHT" SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. u- H 0 0 < z FIRST FLOOR PLAN ROOF PLAN (L SCALE 1/8"=1'-0" ac W u _j iii (n < I.- W u < SIX,--------------11,W.--------------1= 10:2'--0" ICZ-0" 2b,-oll36 28'-IC" --'I O LJ 11 L J L -------- ---- ------------------------- —----------r---------------- --------------------- -------- ---------------------- - --------------------- L--------------- -------------- rzz:::::zzzzzz::Z__,III 1 LJ LJ so A-ir-a am -----------------I------------------------ ------------ L-------------------- ------ L -=Zzzzzz===--------I=---- ------- r----------- -- ------ --------------------- ------ ------------===Zzz: ---------------V 0 T.OW=296.73' 0 - ---------- luvu uj 0 C/) 7C) 0 I V I I A I z a) ca -EL/ ------------------------- r U) - L--------- ------ ------------------------- All ------------------ T L____ : : "I %I I ----------------------- :-:,r ------------------------ VIA +307 34 1 + --------------------------- 7 r z L NS. ----------- II � I � I I I I � I , 1 I 1 I 1 1 � AI ---------- -------------------- ------------------- L----------------- IL----------- L-------- Jr--------------------- rJ L-------------------- 1.�� 2 --------- r------------------------j..j ----------- C3 L! I ---------- --- Lt-------- ------- L--------------- L--------- _j ----------- yr, L---------- ------ ILL it I z UNIT TYPE'C2 LEFT'L UNIT TYPE UNIT TYPE'Cl RIGHT)----------- (UNIT TYPE UNIT TYPE W UNIT TYPE'Cl RIG NOTE: NOTE: NOTE: NOTE. NOTE: NOTE: SEE YV=1'-0"SCALE DWG's ON'C2 LEFT" SEE Y,-=I'-0-SCALE DWG's ON"A" SEE Yl.'=1'-0"SCALE DWG's ON RIGHT" SEE Y4%1*-0"SCALE DWG'S ON*C2 LEFT' SEE YV=1'-0'SCALE DWG's ON"A" SEE X%1'-0"SCALE DWG'S ON"Cl RIGHT" SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. (:D_;Bj?AsEMENT FLOOR PLAN SECOND FLOOR PLAN SCALE 1/8"=1'-0" n3 SCALE.1/8"=I'-0 _=W 00 E 102-O" W U F-N� off,p w o o G U s O[ Z U { r TT 1 I J I I I L I NMI I i RM MR NMI 2 TOSUBFLOOR ----- ----------- ---------- - -- -- -------------- --------- ---- 2 TOSUBFLOOR -- -------------------------------------------- --- - ------ T] a E] E_ t ❑❑❑ L :1 T O.SUBFLOOR ---- -- ----A LL --- -------- --- --- •-- r-- z T.O.SUB - --------------------- 1---I I - I -- ---- ----- Z rt-IT it-n-R--I `---'�---' r1 I I I I 11 I I N _ 11 tl tl 11 11 I I I I I W rJ�-------��I I L------------------------ L--- '--- J 1 1 t - 11 II ------- TT ti -------- ---,1----- ---- ------ „ 111 --------------------------- 1 1 If-------- t --------�1 If---------- ---- -- -- ------ --------- t- ll 11 II 11 J 1I t t I I t 6 I I I j I I l i I I I I I I 6 II 1rT.-R I I I I II I O 1 1 I I 1 1 � I I I,I I I I I II II t I' T 0 SLAB I I __ '' " " " T.O.S S -'-- -r,I---- L--------------�------------- ----�------------------'1 1-------1J--- ----------------------------------------------- S ------- I1 N O ( rL------------------------------------------------------------------------- ZO CN UNIT TYPE'C2 LEFT' 099 UNIT TYPE'A' 098 UNIT TYPE'CI RIGHT' 097 I-_J I-_____________-___________________________________-___--__---_---_____________� CN NOTE NOTE NOTE UNIT TYPE'C2 LEFT' 099 Q 00 SEE YL'=1'-0'SCALE DWG's ON"C2 LEFT" SEE X'=1*-0"SCALE DWG's ON"A" SEE X%1'-0'SCALE DWG's ON"CI RIGHT" > 16- SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. NOTE. W N SEEYV=1'-0"SCALE DWG's ON"C2 LEFT" �J n FRONT ELEVATION SET FOR ADDITIONAL INFO. O E SCALE 1/8'=1'-0' 3 LEFT ELEVATION &A o SCALE-1/8'=1'-0" Lu Q Z r= X (L rk LU Lu _J W Q Q 0 tN 102'-O" 54'-3Y2' b-b = X `O I I - _o J I = - 1 2 T.O SUBFLOOR ----- ----------------------- ------------------- ----------------- � T.O.SUBFLOOR ---- ---- -- 1 -- ------ ' ♦~^uJ OM[] - �/I Q m T.O.SUBFLOOR �J •- -- ---------- ---------- -- -- I T 0 SUBFLOOR -- --- ------ - ---- -- --------- ---- _ �--- - - -rr-r, II .I „ II x V 1 I 11 I 'I i1 II = t Ii L----------j II 3 •� ------------J I if T.0 SLAB ---- 1 T.O SLAB ___LI LI------------------------------------------S ----- ---- ---- ----- ---- S I I I {- I I l i l 1 )1 I I 1 I I Il +tr� I Il I l t I I I I 1( i I j I 11 Il x r------------------------�U�----------------- U I----------------( U 1----------------'( J >^-------------Y'U�-------------�V ?------.�, r I -J ti l________________________1_--L___-________-__1__ ___-- 1__---_--_---__ ___1___--__--__--J.__-1__--_ -_1_-_1_---___J Y UNIT TYPE'CI RIGHT' 097 UNIT TYPE'A' 098 UNIT TYPE'C2 LEFT' 099 UNIT TYPE'CI RIGHT' 097 x NOTE. NOTEi NOTE: NOTE SEE X'=1'-0"SCALE DWG'S ON"C2 LEFT' SEE Y4"=I'-0"SCALE DWG's ON"A" SEE Y.'=I'-0"SCALE DWG's ON'Cl RIGHT" SEE X%1'-0"SCALE DWG's ON'Cl RIGHT" SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. x Y 2 REAR ELEVATION RIGHT ELEVATION SCALE 1/8"=1'-0" �► SCALE 1/8'=I'-O" ><x x x KIN FIELD EVELOPMENT DRAWING LIST A0.0 SPECIFICATIONS�� �� UNIT R1 HT 6 JASMINE LANE AOA ARCHITECTURAL SITE PLAN Al no FLOOR PLANS 129m25=1 .. m5O Al A FLOOR PLANS w/ ELEVATOR A1.2 FLOOR PLANS, NO ELEVATOR INTERNATIONAL DRIVE A1.3 ROOF PLAN RYE BROOK, NEW YORK A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS SC RYE BROOK PARTNERS, LLC A3.1 WALL SECTIONS & DETAILS 5 International Drive, Suite 114 A3.2 WALL SECTIONS & DETAILS Rye Brook, NY 10573 S0.0 FOUNDATION PLAN Soul DETAILS S0.2 DETAILS S0.3 GENERAL NOTES NYS Uniform Fire Prevention & Uniform Building Code: silo FIRST FLOOR FRAMING 2020 Building Code of New York State Si A DETAILS 2020 Residential Code of New York State S2.0 SECOND FLOOR FRAMING 2020 Fire Code of New York State S3.0 ROOF FRAMING 2020 Energy Conservation Code of New York State S4.0 SHEARWALL PLANS 2020 Plumbing Code of New York State 2020 Mechanical Code of New York State E-0 ELECTRICAL LEGEND, NOTES, SCHEDULES, DIAGRAM 2020 Fuel Gas Code of New York State E-1 ELECTRICAL BASEMENT FLOOR PLANS 2020 National Electrical Code E-2 ELECTRICAL FIRST & SECOND FLOOR PLANS 2017 ICC 117.1 Accessible & Usable Building and Facilities P-0 PLUMBING LEGEND, NOTES, SCHEDULES, DETAILS Project Criteria: P-1 PLUMBING BASEMENT FLOOR PLANS Use Group: R-2 P-2 PLUMBING FIRST & SECOND FLOOR PLANS Construction Type: 5B P-3 PLUMBING ROOF PLAN Area: 3,382 sq.ft. Volume: 29,682 cu.ft. M-0 HVAC MECHANICAL, NOTES, SCHEDULES M-1 HVAC BASEMENT FLOOR PLANS M-2 HVAC FIRST & SECOND FLOOR PLANS M-3 HVAC MECHANICAL ROOF PLAN Structural Consultant 7 Thurston Avenue Cameral O'neill Engineers Newport, RI 02840 117 Black Point Lane Portsmouth, RI 02871 CordtsenDesign.com 401.619.4689 MEP&P Consultant James A. Koppenhaver 304 Logan Avenue Wyomissing, PA 09610 CORDTSEN DESIGN ARCHITECTURE GENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEA-ING GUIDELINES CONTINUED) I A -i.7.F 7:1 A�I If-. S.I IAI I F.F Fri I P1 IN' i F T F!!;T�I.:'i A.Nrj 1\---TAI I ,%ro K I.A.- It I--I�'-I.ZF-,%JT A-7 I n(wni\GI`iPrR.A---P,,Ai T ZATICATFf"F= TYPr 1.14�'!:,-YVF1' HAIAIZ=, I IFI-LED. --A I)I I!-f:!< �1 V-tf:l If..1qz ILL',I-E-,- _'L j,.!T2LL_'_ LA'E` T D -.i. ��Jl: p R:� IT�I IF-ICZI-=-TAT=. I515, :='�l C;F TIC=-I.D ill:*;L 0eiII111111111' PL ILA=S H D 11J_&7rD.%,.I-,pp� �_Al I V&1',l A = L,'eli�.`IIIJT]-I FIGH:4. 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W/o _V FLI 29?.17 Ci r, q A Ce- 16 G 260.42 12 G 2cl`83 J 5 A ......................................................................... QC;Sr'. ----------- G 288.83 .......... C I 'REE G 298.4 A II Im D R 705 :LL Cie 7.! C 2 V -all 41 . " 1- - G FLI 283.67 G 20t�23, CLUSTER DD C FLI 299.tP7 FL 1 2^7 I.il 73 _-Ti W/o W/o G 298-42 C%, 298.92 0 287.92 ec. 0 t-,* BR 2 LIP ............ DR U�l DL CM oz .. I. [ : A FL 1 299.17 coo F�d 0:_� 0CD 001� 22 El B R Gr ' l G 2�, C2 ..............L.................................................... ........................ FLi 2 7 295.67 G 2 2.; W/OLI .3 219 3. UNIT "C2" LEFT UNIT "A" UNIT "Cl" RIGHT 4.?2 0-0? --------------- ----------_- i .D, -- I to�oC _.l _ N < �f 1 j.-• I_ OLQ W 1 �- --r------ ------'1--- - '� / \_- --------- ------------i -------------'J' -�!-rC---- C. TErIPEnEO CCO 3763 CS`IT ;76J TEMPERELI f= \� TErt?ERE=' aao t a rn ' r I ' • _-- ' 1 - J_ ' 1 �LJ-A\ 0 0 1 , - 1 . I ' rLL • UNFINISHED 1 _ ' UTILITY � � .L�3.'i ♦A3 I UNFINISHED Z 1 i UTILITY < N 1 FINISHED - FINISHED I i BASEMENT BASEMENT � Z ELEV t�=♦LL ;;MACHINE - ' 2A(,INT /JLLL cp• - O 7%( CD 1. ate• _�--- � �11': CV CT rPT WALK-IN ° _-'L, i iu• y V) I= ;u ►vc j- \, BIRTH Ij I I� ( ' --- ; Z 00 I 0'6 SHELF ; Q I . 1 T-I�_--AREA- f ' 32"x60"TUB A I L I I W/SHOVJER O +- C I I O (1) O L t43 0/ ;----ELEV , 2 t6 INT l\'ALL I ��\��A- i �A3 0 LJL N 0 i f , , ' T_- 1 `•' Z Q Z ' i ri O R i !�� I t l l l , 9 C I I � 40 UP , CL r:1 1 I I 15 E le ' Vd, in L-------------- Lf1 •1�1 U -j RES-ELEV 1 .I L 1 1 ' A :! -- -' ----- W Q Q ` X ` ul 2Ab INT WALL z10 I � I _- D'Z- �\ �:: TY= I (JNEXC{AVIATED _^=_ATJ �.�rJ/ 10 ;SLAB 01}I '1\ � i) O HO GRADE, r I vl - ' I ' WAT - I I � I TAN , I L---- L'♦ -- - T z ' I --� QI i ' -SEE\GN-,�A_�C..T 1 I HV ELEO. I L A\ ;�;R ; () _ - - I PANEL V 1 i ' O Lo I I I UNEXCAVATED LU m UNFINISHED z i i 1 f 2 SLAB ON GRADE UTILITY 2 uj '- I 1 Lu 1 Ln l `, I I I Li tL . 1 I I o , o 1 I , o Z ♦v % __ O� ' o N' 1 1- _ I I Q I I I p i O �- I 1 J -i - I 1 I 1 pi o a IL W 1 1 i aI a 1 1 a i1 , I 1 I 1 3 V) I � 1-3 BASEMENT FLOOR PLAN w/ WALKOUT 2 BASEMENT FLOOR PLAN I SCALE I 4'=1'-0' SCALE 1/4'=1'-0' < i z • FLOOR AREA-Cl-UNIT: - s 75 F T. SECOND FLOOR': I I52 5-,.-T Y ;ARAGE L 79 S-,-T. 0 2' /-ILU-11E: 29.�587 CU.FT. r 13 0� 1 Z Z W I ..,u.l UI 1_t C.D ...................`...... I WD.DECK OR 0 o W w= — BLUESTONE _ PAVER I: �S_L�N =3 0 0 U _L x i 2 - ------------------------�--- 1 ......._........................-............... ................... C.a,, F 1 t y ---------------------------r ------------------- 4. E a m — - r TEMPERED ... � 3'S3 CSf-IT \ 3763 CSMT 36L'DI-. 36/'DI_ < I T --1----------::� .� .• \ ,♦ 3G.. Dt- :I; 3/63 CSMT I 376J CSMT J763 CSMT jLI�F`R I (� i ED TEMPERED .'1 on I` 1 I rl SHOVIEP w/ .� �� I SEA+ �� ,— - n w TEMpcRE I i I _ 1 1 I' 111 GLASS D GIF ,I _ =- 1. 1 I MASTER , (., I - -------------------— LIVING I� _ BEDROOM I 1 ' '-- y L1 I-•�, I I ROOM y I I --'-1•'--------_,_�I }../ I I I, V: ---------- SINK D1V ' I 1 to KITCHEN 12 `L-- WC/ /� I 6 68. MASTER i (>i, 43 I ' ;43 1 �GFF r- .� :BATH L� - _ Ul .� IV PEF O (+ ------------------------------------------- - )b' PArJTRY � ,^ - Q N' H,Ir DCHa Zn(INT rVr1LL cc ='` 7. ; i. ♦J aJ a 1 J 00ui i l Lb ,� t; WALK-IN ti 0 ' e N . ..SINK ND I o DINING CL .6 BEDROOM#2 LAV b� ,I Q 9. ", c' N=A-I I[R -...... nl s I v Z MUDROOM e'6, -'� _-�I_P GR ROD 8 SHE��I.I, 0 - iJ n_ O I Ha\'R�I_ -+T gib'-GH a I ll' O / K —i ti� ! 5GARD, N ; O .L3 0 �3 0 I � O w 0 0 �3.p O -J IU ELEV e ELEV —J r N U Ifl� O i c'• I T_O 0' �+ _ I DN I .I I T 10' T(�0' LL I,: ♦� J6" 0 68. ' STAIR ) I R O—�-UP �- n'1 1 ai' 36"aLE" �.' D N (� RES.ELEV. b ril ' ill u� RES ELEV i) I O. a0-/_ —_� S A R 1I:.- ALK-IN Q Cx6 IN WALL �' -- CL _— __AT�G._ I __ 2x6 INT.WALL w """ �� t� HALL \ `, 2x6•INT WALL-::,, J , ROD a JF IL- 1 � O I w 1 �----=-1-----'',;-,FLUE ryQl 1n F _ SINK ---CHLS 1 II _c_LF-',_�=1\G�^. _ LU a to N ��.Tl w::< = CL z�=)l_ ,-`� B�UESTONE �n :> LAUNDRY Y h`LAITY � o �� FOYER ;b. j I,n tERRACE 10. + i BATH �6 1 z 01 ,W GARAGE Z HasE _I-. \ - w I`�---��� 0.6 �. -- --- -------.,. i \ t O b.;• -------� 01 O jo I bp '^ 1 I .10 :'•, -o: I - �11 co &-WALK-IN CL i I • z I I t 2 = U 'N`3 01' I 3 0� BEDROOM#3 2 , - i'; L, E I DEN I:, r ' " (�'_2XC-(-YH., , I I Z I I Z 3763 CSMT 3763 CSMT 3763 CSMT i s OVERHEAD 0 O O 3 l) y i `, () -------------- --- ------------- ------------ I\--- x V) 43 OJ '� 37.L. ;;(T (2)37 5 5r t i _ _ _ rc 2 SECOND FLOOR PLAN w/ ELEVATOR FIRST FLOOR PLAN w/ ELEVATOR -- SCALE 1/4' 1'-0' SCALE' I'-D' z FLOOP&PEA"CI"UNIT: 3LSEHE:,4T• 75/)Sr FT F(RST FLOOR: t.;e...S:�F SECOND F LJ 1K' 1.182 Il-T - i;iTLL. ;APL,E: r 79 SOFT 0 ?' /•' 8' �rIDLU+IE Y 3 Z Z Lu w _j LLJ .3 In WD.DECK OR 0 uj 82: U LX r;0 BLUESTONE 'Jkl Lu 3 0 P AVER 2 1-3 0 u z U Z 3 --AI j -----------------Pal D qR 57 z -------------------------------- ----------------- ----------- ---- :------------- fn 17�,3 ZS;_I T 376 csI_lT 0 3055 t L.DFi 3-lt�Cli D- 776'CSHT j776'CSMT* 5 TE J76i CSIMT I IMPERIED TE ERED qp i ji LL LL _j 0 > P�� A�5 rl�f_ Vic :zi T ED F S H).\E R vi uj SE4 1 I I- GLASS D 0 OR a. MASTER ----------------------- LIVING a s -.I BEDROOM ROOM ----------- z I r---- 0 SINK D VY KITCHEN MASTER > Lu 3 1; a3.I,- BATH -.q A- cl:�% -------I L CD 00 --------------------------------------------- 0 CN ----------------------------------------------- CD < C*4 PANTRY HOOD LLJ CHASE I 01 2x6 114T.WALL Ljj 00 Ln 0 (D 7C) SINK DINING r BEDROOM#2 ROOM 0 a) LAV WALK-IN > MUDROOM TIN C? CL b 0 f,�ARD uj Z 0 0 0 0 N 3 0r Lu �O u 0 L:IJ T@ CL DN 0* < I EQ.) 1!i T6 10' 1-Y '0. < ;x 1 41 UP I 5T@ ui u T B. STAIR 16R :0 C4ASE DN 40 1 0 V) 0 .110 7 if, 16R EQ ROD SHE WALK-IN HALL srA R I Nx� C> I cli 2A6 INT.WALL ui Z.fk'INT WALL" u FLUE L f -------- ROD D 8 F CHASE SINK 0 CL c)?-'jAbJIT.y BLUESTONE u LAUNDRY 2114 Til u cc 0. "% tERRACE ui FOYER % 0 0 1 �c' 70'N70 AT- _0 B'ATH lil:�t Z 5 < _T GARAGE J- L 77 u U.J 0 (D K 3 46 CA b 0 Lo .10 co C, rrwALK-lq, CL ---------------------- Ll USN 'NL3 07 2 BEDROOM#3 2 N-5 0r 'N.13 Or' A3 0,F DEN 3761 CSMT 3753 •CSMT 3763 CSmT j 16*0"x8'0-OjERHEAD -------------1---------- 43 3 .74 a3 0 1 '-J(2)576.3 CSMT (2 ---------------------------- NO 3 43 O�SECOND FLOOR PLAN- NO ELEVATOR 2 FIRST FLOOR PLAN- NO ELEVATOR SCALE 1/4'=1*-0' SCALE:IIL.'=1 0' FLOCIP AREA-Cl-IJNJIT P,LS,.'.,,i=,%jT 755 SOFT I ST'FLOOR 7LOOR. 1 li2'7!)FT. 3 �T mp .vam 'b 7- L HEE1 b MtCJ ' V �JLK-IN CL i�F GAP45:: L79 SO FT 0 2' 4' 81 29.68?f-li F T 00-? b" 3 z z .13 0 A 0 Lu U 'N LU Ll u -2 u -- 0 \L fF u Di DS D S. ---------------L -------- -------L---------- ------ ------------------- D v C v C.a, Cc ............ ......................... ................:.......... .............................. ....................... ................................ .......................................................... LLJ 04 C"4 I •'- - i i i t i. I'� Q 00 CL c), LL_ 0 2 3 0,,F 0 o < rX D S u < ui 0 V) .......... ......... ..:..:... ... ...................................... IL ---------------------------------—------ 0 > .............. -AT up.S. ---------------7....... j; 0 C) Lo ......................... _ER 2 Lr) �=3 0J I j:_........_....... I is I `.,3.01 — � � 0 D.S 0-4 z j. 'TY=, L NE OF INAL_ ROOF PLAN SCALE 1/4'=1*-0" 0 0 Z' �R C.H DP P, �=!":,T r. EL L S N10 r c. ALL WA:L !;ENS171:q� RE T) IG ,T1 N. N D.M.EXTEPIOP WALL FRAMINI-_-5,2!..N'C'M.INTEPIOR cp,wir T,,*P!.':INLLL L- AL. T 12 8! 7 ............................................................. ................................................ L_ ..................................12...................... ...................................................... ......................................... 8 10 Z Z uj to* 7 WINDOW DOOR WiT=S U.1 7N 1. LLL WINDOWS/DOORS TCi HAVE MUNTIN PATTEPHS.&S SHOWN cpt,j ELE.;t.,Tica,.,_, Lu 12 8 A3.1 2. REFEP TO FLOOR PLANS TO CONFIPM WALL THIC;�ESS. cc 0 LU -3 2 7. 0 2 61 PRDV:D;:ZuST0.m Sl: U,\-DOWS LS REQUIRED C A 0 u_JLLS�l'1IN LS: B(CODE \:7 L. PROVIDE SLFETY \C. u Z u -------------------------- .................... ........ ................... A F- T .................. ............................................. L ......... D A-qL,,, C 04, .......... ........ ................ ........ 7 ........ ...... 7 J L....... CL %p _L`J Ll' 12 IL F V L T• ;r, 12 ..................................... r 10 ........ ............................................... 10 V\-T_A-L I-' -L A- T 0 SUBFLOOR 4,hT.O.SUBFLOOR 2 2 A T 14 12 .......... .......... .... .......... T ci E-s- > ui r Ce _7 SUBFLOOR .................................. - —---- __ _ —----—-- {_ L O T 0 T 0 SUBFLOOR C"4 V) CD CN -H-1\1:: N T, �A NAtnr- 3 3.1. 0 7 Sim. 00 _R v LU LIJ Q) E \ FRONT ELEVATION REAR ELEVATION 0 a) SCALE 1/4'=1'-0" I I 2 SCALE 1/4'=1*-0" 0 Z > B TO SLAB B T 0 SLAB w Ln 0 L---------------------------------- L _j z LU < z 0 ------------------------------------------ X Lu u di VI, < LU u < 0 L.\T A E-E-ON17, H Nn- T 51 F_ VEKEER L IL .............. 12 to `-IETA-'--A:r-F-\J::� ........... .............. "'' ....... / —__ A- '7 AL_ N r:, E 0 C) 0 3 Z ..... . Lr).................. ........... .......... .............. .............. ..........----—------ (D °; L ,4?kT 0 SUBFLOOR jn —-—-—-—-—-—- —-—-—- -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- -—-—-—-—-—---- 2 --LA- a P I i Z: .c ZZ 0 r D.S. _-_ __; U L�E ILL m FF: .......... y C E\1 E 14 T 73 J., i�kT 0 SUBFLOOR ---—------ L-------J f z CD f ;Ar,-- 2 -R F N 4z, 3 R A _KIN 431 3 Z;R I-Z T 14 L.= L C) ----- -- CN SIDE ELEVATION ------- N_ 3 ^ELL B;Ilk T 0 SLAB SCALE 1/4"=1'-0" 0 2' --------------------------------------------------------------------------------------------------------------------------------------------------- 0.000* 12 MN� Lu u 10 i1 -- -- a- r x _'- U L C ,I_L I`, \ I a u P L 1- i L D WALK-IN �; } �5 c.ac �A to Iz ;� BEDROOM#2 " HALL CL �� BEDROOM#3 �d? _�� o c� U Q m t �.�` i• � to • T 0 SUBFLOOR • T 0 SUBFLOOR J oj DINING MUDROOM CL �> ,� DEN GARAGE - ROOM Z O h N 1 > W I Mph T 0 SUBFLOOR I �T 0 SUBFLOOR ` R J J <,,;....:.,.,,,,,;..._.._;�__....;• _� ,•.;.�; .'fx>• i � T 0 SLAB �••� ,�'. �� •:.e/ '•`�/.:. .I @DOOR 0 - �.�__W 1i L =f __ Jli __ 1_L p G = I\:i/-� 'ram ZI 'm n EI ti(7__.r.:B { z FINISHED , _ 00 il:. 1 CL :, -:_ UNFINISHED F- BASEMENT I � UTILITY ' t U uj - - V) 7 uOJ B T 0 SLAB I__� - - - - --- B'� T.0 SLAB __ — z U-p - --—-- \ - cn 0 `o O O Q z I BUILDING SECTION BUILDING SECTION C° SOLE I/L.'=I'-0' 2 SOLE 1/4'=1'-0' ULu w �- w U Q 1 i I 'I L O 1 I I - z t ...................................................... .............. _ -J I - �� '^ f� J� MASTER �� BEDROOM#3 � Lo - _ i HALL i 71 - BEDROOM 0 U � N ? 0,4 _NCR P— _Zc"�_ "- -\\ T 0 SUBFLOOR nl I _-i�Y FOAM 5 SEPARATION WALL DETAIL - ! / f % SCALE:1-1/2'=1'-0' _ _ - �- r •\i\1'. V) SEPARATION WALL DETAIL �LLL '\ z -•I - GARAGE i SCLLE I-I/2-=I•-o- G� , �� , 1_ �✓,��- �� KITCHEN � MUDROOM � = � LV V - x �T 0 SUBFLOOR - - -r-- -- -- - ---- - - _�•� = y _ ` T 0 SLAB - - .. ... .. I. .:. r I :. ,,11...I e � ,�e 'e• _ .. �� e kl ie o - Ir - II -- - ...._ ,I I �DOOR I-�f:J i- ` -. 'i'IJ-_-_-•JI-:I: L-A__ i .. •. - ...`I ii�. III..i i - -ii li:'_.- ... r - - - lu _--�� J - -I Jli� -. _ .N \_ri4.ii T \ vei „ z • UNFINISHED �� WALK-IN CL -�1c•'1� UTILITY N"LLA' CL _NER=�\__� Ili \.-i.J��=\ U _ - :.: i\-1V dJ - 6 SEPARATION WALL DETAIL SCALE 1-1/2'=1'-0' p T O SLAB I _ ^i D - --- '. 0 2' 3 BUILDING SECTION SCALE 5 /�A_L A A z :7-71 A 10 _j _j ... ... Lj -v z z cc ;�x PIA N Lu LD 0 C, Li <- Cl t AE a Lu U X =A mi 9 P,/s T"�W =A I T 0 u F- u z u -`A N- -,-LS L A 2 __C T A:1 -7 -:Z P/.F A N ^N-,;,%*I,\ (6 PORCH EAVE DETAIL MAI N RAKE DETAIL 8 DORMER RAKE DETAIL DECK DETAIL '6 SCALE:1-112*=I,_Ol SCALE 1-112'=1'-0' SCALE:1-112'z 1'-0" SCALE 1-112"=1'-0' L3 0,- CL rn .... ......... MAIN EAVE DETAIL SCALE:1-112"=1'-0" (P Nt- ------------ �j NOTE PRIOR TO INSTALLING SHINGLES INSTALL GRACE"ICE& WATER SHIELD'OR APPROVED EQUAL SELF-ADHERED III,/ RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES "'A N EAVES RAKES VALLEYS HIPS ROOF-TO-WALL INTERSECTIONS AROUND ALL ROOF PROJECTIONS ANDENTIRE 7-1= CNT ROOFS THAT ARE FLATTER THAN A 3 12 SLOPE DIRECTLY TO �r 0- > Lu /qr, R�OF ROOF SHEATHING INSTALL"ICE&WATER SHIELD*FROM THE -%Il PA N-- L/ INSIDE THE EXTERIOR q,:7 EDGE OF THE ROOF TO MINIMUM 21 WALL LINE. INSTALL PER MANUF INSTRUCTIONS T A:, -0 E3E:A5:7-/=_- V) C) PORCH EAVE DETAIL 0-4 C) 10 < CN SCALE:1-112'=1'-0' r---\-ROO-so\=- FOUNDATION DETAIL UJI ROO=--q N,--,-=- SCALE 1-1/2"=1'-0' 15-r_EU, =;AL;Ek 00 =_\6 N=-ER=-D A:�.Z;,700= 12 0 T �T TRJ-5: S-=RA'y�P:;-A%-1 101 L 2-4 /\A_L CON--I 0 7=L DE L AA F ==AE L 0 (1) > QkT 0 SUBFLOOR MkT 0 SUBFLOOR ui 5 =[:R QkT 0 SUBFLOOR�_ /*T 0 SUBFLOOR ....... v) L�j L-..i 2 2 2 2 ------- A\/E A\/ E0 0-T-ZR Lu __j A3 I C) < Lu I\-'::EP-\F;Z u A-ION V4-\L�_ Z!so\:�r_O!�;R < 0 /E TP z-F-C:X-A L 1.L.1" 13 1��, RA-Nf,6 Z A5.1 - ------- 3 3 122 L 0 R 5- c5` 5OA;Z:',FA-NT 0 if A cZ A:� T-;P E\- L; 0 2 > (D C-A yp F FR aL LDI\S z W 7--Z- ALE so\,5 NS 0 :7 T-_5 F_'r'V,0 IT 16'Z;t.A/ -10=L-^r.-, 4 ;Z=N.rON:�, A!� E?F;ZZ-\Y r-CA\-1 _O�R I`Atsl`EC� 0 Lo 9: `_00R_C;5T 16) _L::�OR 5- S.RA\/[:-L 3-A:-!]-CK A.RE;�Al\ :7YF [FOAR:). 2,:5Y=. =AI\T co AI\T E C T A 2 45. L A5 1-3 0 E f, Fz T 0 SUBFLOOR. T.0.SUBFLOOR w mill �IkT.O.SUBFLOOR T 0.SUBFLOOR cz .......... A:;E ... ......... > ...... L CN ............ (D a-, L z r C C\I-'.E-Cr-AK-A-ON V,-\L- rNr,-,.v,<_ I + C RE- 7 O\5:, ^ATERFz-;00�- Z_0\0 -_1: 0 10 RE*N COI\r�, fit I ^A_ \S.j-A T L N.E A.S.i V) 6-1.5oA;z:;.EA. A) _yF.FA\/7�;�5 A Z kb R_ NO r E NOTE NT--- ALL WOOD r--;: 1,LL%V00D -YP.�_ON41_5,-A5 s�N5r', ... IN DIRECT IN DIRECT ACT vil ...... CONT. CONTACT w/ I C I 0 N:1.E_-A r.. -RETE ZOI,J,_ 0:"1- FOL-:' /AP��Z, SHALL BE R,R SHALL BE PRESSURE E�A PRESSURE f 7: TREATED TREATED - AVE_ O,J -\C-=- E-0 L 2 A-_I T 0.SLAB T.O.SLAB T 0 SLAB SLAB B B B TO \X B -4 Fl- N s:f:L R S-C N -I- 'L:�-JZ' I F A=;z E7 C, A_ T��:�FZA\1 F_ N F �:Z A., T T:� WALL SECTION 0 D SCALE:112"=1*-0" WALL SECTION WALL SECTION WALL SECTION 2 3 SCALE:112"=1'-0' SCA'LE:112*=1*-0' — SCALE 112'=1*-0' 12 K, 1% --,A: N N C-T F:S. 81 +0F!::1A71C4,jS.VJCW' TF�\IIISTAI I T I N F".R L N 5 rPAVE �UT;D-IJ TP�X�.FF F_� A-Y z-T ;)PFIj N1--F-FP S [=.IN�l-F -3 V-N- WINDOW R 0 HT SEE EXT ELEVA TIONS Z Z LLI w It f--- uj U F'\/::, -Alf---i ce Lu 0 c- z u lc�- u PA N- E A L\J:f-, V\N00P\A:% D Aj�C,, -q N::;�^LK C. -0 ROOF ZJ\J--1 E;:�=5 J\:== rn i'3N -I i��-:\T :--L'^D co lyr. -:',-CP7 =Z;Z-T. CN=--7 R J---, C N < 12 O\- T TYP WINDOW DETAIL 0, - - - - - - - - - - - - -- - - - -E t--N,L L SCALE:1-112'=1*-0' f-E ON P=�Z=T . ... ... DORMER WINDOW DETAIL SCALE 1-112'=1'-0" L 0 AA-- L.- =E:�T O� > FVn-=-A:-, LU T-=. V) CD I CN -1 E-N-4 N .13 2 C) 171 RECESSED WINDOW DETAIL Lli SCALE 1-1/2'=1'-0' X=Vt:- -2 7% 00 06 2 Ilk T 0 SUBFLOOR Z 7C) ( -, I L 0 Q) EAVT;, I -#.- E -I'3TOR'-AL fL-TE F- 0 LL T�z-;.; (3) 7 Al U Z > 5 r- c-A 5S-------LLCD LU 0 TYP. EXTERIOR 6 tECON:' V) OO= A31 f�0\5- 3EE-�--=T-!\ L < Z ly WINDOW/ DOOR CASING CL SCALE:1/2'=1*-0* LU -I LU V� < I.- 47,A N�5 LU U < 0 T 0 SUBFLOOR S)V C P.C V DOOR-\5 0 2 56 F./s > (Y 0JAR:�>R-M- tr SLAR AI.. U- :;�'-TA A-3 -H A-- 0 X.f"-=. 0 I �kT 0 SUBFL�j F�f7A;Z:-,-z \f:-!..-A-:-/N _O_R ,%TO SUBFLOOR, -H-1 A- I co 1\ a ?V7, a) r r-Z 12 9 ED -7--3 CN .... ...... '-lrTA Nri P a, - Z...... -YF CONL:T L A3.1 ...... ---------------------- 0-4 6 :-3 1_ 2-,12 F V4Z; -C'5T5(.P NE A Nil -*N L c ty A- > 0 SUBFLOOR F:' R I T T:�; T.O.SLAB P=;;Z V-=TE;Z %lo @ DOOR G4h \1 N. -7-i I '0LJ'/\ A F. --A L.2/A-5 I DE - A 7� X L :�FZ\/--^A- t .... ...... T 0 SLAB T 0 SLAB -F B B 12 ........ E, :�C--A L 2 A:!-. \0 10 ------------------- RIC N3-L-\T -I::- I!- IT- ON ll\A-- T 0 SUBFLOOR I\ F--,Ol T KL =�--RF �;RAN PI=E IK r-0.AZ 2 0.',, T J 5 IR :--T:;ZJS-LFA- I\ Ff)O T\:a sa Fo�� l\-O r, Hf.T T 0 A ;71AR ILE WALL SECTION c2 WALL SECTION WALL SECTION SCALE 112'=1'-0' SCALE-112"=1*-0" SCALE 112'=1*-0" 5- N N :-T-�:;�,FA5R WALL SECTION 4 SCALE 112"=1'-0" CAMERA-O'NEILL CONSULTING ENGINEERS Camera/O'Neill I 4 12'-3' 50.1 .� .� GONG FTJ REINF PV 4 E�s,/ BARS 9 12"O.G.EA.BOT z z LIA UJ 36, I 1 `� yl U' n> uj O N IA. I'-4" 4 I'-4" U =3'-2' 10'OTU REINFORCED PERMIT SET I SONOTUBE PIER TYP. 3-2' ^,- (13DF.MIN.3'-6'BELOW I 12'-3' S0.1 U GRADE) 2-�• 2'-"W �--CONC.FT6.REINF.W/04 Q / BARS!12'O.G.EA,BOT. 6 O 66 I O 12'THICK GONG.FT6. GOORD.W/ARGHLL '-b" I I IAREINFORCEDL_-._J REI12'O.G E.K.,B0NF.W 05 BARS® q 3'-2• 6 J AD ENT 5• 50.1 O D J UNIT 5' � 5' SONOTUBE PIER,TYP. 3-2• 50.1 FOUND TION�- [B.O.F.-14'-0"1 5" (B.O.F MIN.3'-6"BELOW ------- - ----------- --- - ------------� 6RADE) [B.O.F.-10'-10'] -_-_- ------------ - - - --- -�TA.SHELF ------ - -- T.O.SHELF __� i - - --------- -- ---- ----- --_-_ _.-� J FT6.STEPS I I S) J [-1.ST T.O. WALL [-ID'-2') I I; 4 i I J T.O.WALL T.O.WALL I r T.O.STEM T.O.STEM 1 o a BEAM I x I [�'-6°) [-l0'-2") [-q'-b"] T.O.WALL I i= UNIT I POCKET [-0'-5Y4] I .I• :� g �o F noN I � � I I 51M [-5'-10'1 I I O I 1 O LL [-2'-33/4"] T.O.WALL 0 WINDOW t -/. o =o� 1 O (GOORD.W/ARGHL] I [TC.00RD W ( 3,I 1 1O'KA I Im a i 10'WALL ARGHL) I PROVIDE t INSTALL)4' lu -O PROVIDE d INSTALL Yz' I 0 'SPRIN6FIELD'GAP AND --- i I'-10'FT6. COORDINATE o Z I I'-10'FT6. ASE PLATES AT ALL PROVIDE(4)FULL I 1 'SPRIN6FIELD"GAP AND ---I WATERPRDOFIN6 s REALLY COLUMNS,TYP I I HEIGHT#5 VERT.BARS T.O.WALL STEPS BASE PLATES AT ALL I I AND DRAINAGE W/ I I I I YJ AT WALL STEP I :I { LALLY GOWMPIS,TYP. I AJ ARGHL DW65. I I O 5 I I`FT6.STEPS I I F25 I { w V.2I I � 50.1 I � 50.2 I ��} 5 I r--�PROVIDE>'S BARS AT 24'O.G. � ' S0.1 !; I I _a { VERTICALLY t HORIZONTALLY PROVIDE d INSTALL)4'GAP AND x I° I I PROVIDE d INSTALL 14'GAP AND ' I .' i° CENTERED ON WALL.PROVIDE I I T.O.WALL BASE PLATES AT ALL H55 I COLUMNS,TYP BASE PLATES LL I I,• T.O.WALL BASE PLATES AT ALL HSS t' I -' I O ss DOWELS INTO FT6.TO MATCH � � [-0'-514'] ----1 m 12'THICK GONG.FTC. SHA011 Bf SUBMITTED S� (' ----� VERT.REINF, In SHAl1 BE SUBMITTED W/STEEL T.O.T•�•� IO I [-0'-SK') T.O.WALL I ILL 12'THICK GONG.FT6. O SHOP DRAWINGS I I`� REINF.W/a4 BARS® SHOP DRAWINGS a BEAM I O CN POCKET _ - REINF.W/#4 BARS® z CV r.o.SLAB 1 _ I I POCKET w 12'O.G.E.W.,ROT. ., T.O.SLAB 1 (-I'-61'4') I °� O_ ELEV.-9'-6' I fy 12'O.G.E1^l..ROT. 1 I I j I �41tvc) [B.O.F.MIN 3'-b' SLAB DETAIL I 1 [B.O.F.MIN 3'-b' 5 __ J I 1 I BELOW GRADE) I _ 50.1 5 --- E4J I BELOW 6RADE] z p I I I SLAB DETAIL Ib'-03 I I m I 4'NORMAL WT.CONG.� I I In O 50.1 I I 6"WALL I SLAB-0N-GRADE. 18' I I b'WALL U TO.WALL I I- m 1 I 4'NORMAL KT.GONG. I I O BEAM POCKET 5ff DETAIL I Q C/) I•' I SLAB-0ON-6RADE. o I I- I I' [-I'(�',"j fl I I I Q U SEE DETAIL TYP - I - TYP p I -- z �_ PROVIDE CONT.#4 F 6.STEPS W/ PROVIDE ELEVATOR PIT { O O I 3 ( 3 PROVIDE CONT.s<4 BAR 1 I BAR CENTERED AT ELEV TOR OPTION �'-0' FOR ELEVATOR OPTION I '' I CENTERED AT TOP OF WALL Z � Z Z I 50.1 I 2'-�: TOP OF WALL AND RD.W/ARCH. 50•i 2'-5.' A B c�'s I GONnwa55 BEVELED AND CONTINUOUS BEVELED 2x3 Q O POCKET + I 2x3 SHEAR KEY AT I TA.WALLS I SHEAR KEY AT WALL BASE d LL WALL BASE ®BEAM POCKET , T.O.WALL I + - I { a BEAM I I d1 p oI 2b v [-I'-E�,') t` I T.O.WALL I sJ V)i Q I r.o.WALL POCKET I '< I so.1 a BEAM I I � LL, U Q T.O.WALL I I T>1 T.O.WALL I POCKET I p v) 0 a BEAM 6 a BEAM L-- 2i t1 J I 4 b a BEAM , :9 I f �F" [-I'-0'4'1 POCKET Y_50 POCKET 0 I O wI T.O.ELEV. b 501 POCKET �-_ [I'-fal'4) PROVIDE#4x4b' I PROVIDE(4)44 VERT. I PIT SLAB PROVIDE a4x4b' I PROVIDE(4)a4 VERT. [B.O.F.-10'-10") DIAGONAL REBAR BARS AT PIER p SIM [-I'-E�',"]L----- , AT RE-ENTRANT J I - I F1lv 10'-b' [B.O.F._IO'-10") AT RE-NT REBAR I BARS AT PIER ---- ------ -.- -1 I AT RE-ENTRANT J . SLAB CORNERS. SLAB CORNERS. 1 - I 1 L 1 [-------- ------- ----------� I r _ 1 I'' ------ - -- ---- ---------- 1 I r -,- O I I I T.O.WALL 1'-0' 1 I 1 I ' I. I 10 I [B.O.F.-11'-10"] I I 10 �• I PROVIDE!INSTALL I ABEAM I :, 1 50.1 I I W/ELEVATOR PROVIDE t INSTALL I I TA.WALL • BEAM POCKET AND P.T. I I POCKET I.. I FT6.57E W/ BEAM POCKET AND P.T. I I POGKErM j I BEARIN6 PLATE TO I I I'-0'I I' 1 FT6.STEPS W/ ELEVATOR OPTION BEARING PLATE TO -0"I I x 1 [-ram',"l I... I o { I. I I ACCOMMODATE BEAM. I I I I 1' Q I ELEVATOR OPTION ACCOMMODATE BEAM. I ',) I I I I O 4 { PROTECT UNTREATED PROTECT UNTREATED I I 1 LUMBER WITH BUILDING I 1 I I�:•' I I I I " O I I FELT,TYP. 1 I I I I b' i LUMBER WITH BUILDIN6 I SLAB DETAIL I I { f I SLAB DETAILo FELT,TYP. I I I f I 'I' I 50.1 = I I -e•FT I. I I 50.1 I I i .• L _ I I r-b"FT z I V m l I o 5 I 1 I �_� ---- 0 1 5 1 4'NORMAL WT.GONGS ~w 50.1 _ --- tD I O 1-J- --J I _ O [- 4'NORMAL WT.GONG. w 50.1 I L 4 SLAB-ON-6RADE. i SIM I I _ I u I SLAB-ON GRADE. `�i SIM I I- J SEE DETAIL p { I PROVIDE(4)04 VERT. z o I 10'WALL I PROVIDE(4)#4 VERT. 4 SEE DETAIL o N I 10'WALL I I .I I 50.2 < I I'-10'FT6. I BARS AT PIER �-- 50 2 I I I I /1 I pp BARS AT PIER Q) 1 Q I Op I'-10'FT6. I �`+ I o TA.SLAB = I N i n T.O.SLAB N I I z �- 1 I ELEV.-1'-0'a GARAGE DOORS Q I I I 5 I ELEV.-1'-0'a GARAGE DOORS F I I I 5 N I , d� U I - IN THE EVENT OF SEPARATE POURS,PROVIDE t INSTALL><5 I I { I: I IN THE EVENT OF SEPARATE I I ;• I 50.1 POURS,PROVIDE t INSTALL 05 J I x 30"LONG DOWELS a 12"O.G I I I I p _J x 30'LONG DOWELS®12"O.G. I I O N VERT.DRILLED d EPDXIED INTO I I p ;I VERT.DRILLED d EPDXIED INTO I �- FON.W/6'EMBED. IN THE EVENT OF SEPARATE I I T �� FDN.W/6'EMBED. IN THE EVENT OF SEPARATE { 17 POURS.PROVIDE t INSTALL 05 I I 1 10,WALL 1' I i POURS.PROVIDE d INSTALL 05 I 1 1 -- x 30'LON6 DOWELS 0 12'O.G. I I O �= -- x 30'LONG DOWELS a 12'O.C. I 10,WALL I �I I 3 Lc VERT.DRILLED t EPDXIED INTO i I I'-10'FT6 I I m 01 i 3 VERT.DRILLED t EPDXIED INTO I I I J- J <L FDN.W/ EMBED. I'-10'FT6. J FDN.W/b'EMBED. I .I/�GENT v 1 DJAGENT 5In 0.2 I 502 UNIT U- 1. I T.O.WALL T.O.WALL I :UNIT FC ATION pI ( T.O.WALL - I- I TION LL I T.O.WA7LL T.O.WALL = T.O.WALL { { m [-0'-5►',) a DOOR [-0'-5L',') i I p I I o f 1 [-0'-SI',.1 a DOOR s, [-o'_y.,•) I I I _ { cd ,c -1 U- I J I O I J I I� J I { I °_ I J ----------- -- -------- - -- --------- 1° ° 1 J I - ----- - --I Im I o I I x r [B.O.F.-4'-b") I I I I II (B.O.F.-4'-6') I { I L---- --------� I -- Q I [----- --- ------I j Y �O 50.1 SIM 8 -------- ----- ----- 50.1 SIM 8 --------- I 50.1 I C.00RD.W/ARGHL ±4'-4J5' 14'-6' 5'-6' ±I'-I VS' GOORD.W/ARCH'L ±4'-4K' 14'-6' 5--6- FOOTING SGHEOULE FOOTING FOOTING B FOUNDATION PLAN-WALK OUT BA5EMENT (D'�jFO!�UINIPATION PLAN-EGRE55 WINDOW ID TA6 51ZE REINFORCINGALE:I/4'=1'-0" ALE:I/4"=1'-O" F 2'-b'x2'-6'xl2"THICK (4)#4 E.W.ROT. FOUNDA710N PLAN NOTES: F3 3'-O"x3'-O"xl2"THICK (4)#4 E.W.BOT. 11 I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0" F4 4'-0"x4'-0"xl2'THICK (5)$15 E.H.ROT. 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-0UT5,UNDERGROUND UTILITIES, ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, PIERS,FOOTINGS,5LAB5,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, ALL DIME UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS, 6EOTEGHNICAL,MECHANICAL,ARCHITECTURAL_AND ALL OTHER TRADES'PRAWINC75 PRIOR CJUT TO GONSTRUGTION. AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH 3. 'LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE CIVIL,6EOTECHNICAL,MECHANICAL.ARCHITECTURAL AND ALL OTHER TRA0E5'DRAWIN65 PRIOR TO CONSTRUCTION )i'THICK'SPRIN&FIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS. 4. SEE 6ENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION d SPECIFICATIONS CAMERA-O'NEILL 0-001, CONSULTING ENGINEER 4'INTERIOR CONCRETE s:•,:�,a�=,:��„,.;o...;,, SLAB ON GRADE w/bxb PROVIDE d INSTALL 51MP50N P.T.POST, ,:�ei�.•>ci,a i,.•� m z WI.4xHI.4 W.W.F.SLAB ABU66(OR ABU44 AT 4x4 SEE PLANS Camera/O'Neill SHRINKAGE CONTROL JOINT tL CONCRETE SHALL BE uu 0 c POSTS)STANDOFF BASE d _:•�,��v--a n (PROVIDE SAWCUT JOINT O o x 3000 psi MIX W/NO PROVIDE AND FASTEN TO CONCRETE PIER W/9" t- INSTALL CORNER DIA.EPDXIED THREADED IN GONG.SLAB AND FILL w/ � � ADDED AIR ENTRAINMENT. �" r= a Z In BARS TO MATCH AT H.5.5.COLUMNS,PROVIDE AND INSTALL CAP EPDXY AFTER SLAB CURES) % Q H.5.5.STEEL COLUMN OR � ANCHOR ROD(5"EMBED) �n CONCRETE FILLED LALLY �I PLATES AND BASE PLATES.GAP AND BASE PLATES 'J. 51ZE AND SPACING F• )• SHALL BE SUBMITTED WITH STEEL SHOP DRAWIN65. RUN HOR BARS OF HOR.WALL . COLUMN,SEE PLAN -� AT LALLY COLUMNS,PROVIDE AND INSTALL aE /��,` � F 10 MIL.POLY.VAPOR LONG REINF.E.F. �, za *SPRINGFIELD"GAP AND BASE PLATES. F.; RETARDER.LAP EDGES ( r FASTEN GAP PLATES TO BEAMS W/(4)-1/2"DIA.LAG C ;. b"MIN. "/.;'• • !j"SHIM SPACE.COMPLETELY PACK w i -,;�� �� z z W ? - WITH N.S.GROIIf TO ACHIEVE FULL SCREWS AND FASTEN TO CONCRETE FOOTINGS WITH(4 O'DIA.CONCRETE 50NOTUBE ; r�% W�,oc ?,; 3 b°THICK COMPACTED BEARING ONCE COLUMN 15 SET IN PLACE �'DIA.EXPAN510N ANCHORS.TYP. ' +�•,�� ;�:��` f "'- B J GRAVEL BASE LAYER. �, .. .��, t v`{" . H H r cc ui GONG.SLAB ON u' PROVIDE a INSTALL -. O = _> UNDISTURBED VIRGIN SOIL T.O.SLAB EL. GRADE,SEE PLANS (3)#4 HOOKED PERMIT SET u ' OR COMPACTED GRANULAR FILL F DOWELS 5 CONCRETE WALL INTERSECTION a I.SAWCUT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HRS. OF SLAB PLACEMENT,AS SOON AS CONCRETE 15 CAPABLE OF SUPPORTING PROVIDE AND INSTALL OUTSIDE r �I SAWCUTTING EQUIPMENT. • • CORNER BARS TO MATCH SIZE AND B.O.FOOTING EL. 2 B.O.FOOTING OIL 2.LOCATE 5HRINKA6E CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT SPACING OF HOR.REINF. SE P SEE PLAN FOR EL.SEE PLANS 36" oC FOOTING 51ZE AND MAXIMUM SPACING OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RESULTING v REINFORCEMENT SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A IS:I LENGTH &5�ALFT3/4-= ONCE 50NOTU13E DETAIL,TYP. TO WIDTH RATIO36° I'-O' 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY 5UI35TITUTE PRE-FABRICATED PLASTIC STRIPS INSTEAD OF 5AWGUTTIN6.SUBMIT CATALOG GUTS FOR TYPICAL SECTION THROUGH INTERIOR FOOTING APPROVAL PRIOR TO USING. - 0�� ALE:3/4'=1'-O' GONG.SLAB ON 4.INSTALLATION OF ALL NON-STRUCTURAL CONCRETE 5LABS-ON-6RADE GRADE,SEE PLAN SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, CONT.#4 NOSING . TURN W.W F DOWN AGI-360 AND AGI-302. PROVIDE AND STEP"�• FACE OF PIT INSTALL IN51DE 2'-6°MIN.LAP (2)#4 BENT BARS T.O.UPPER SLAB CORNER BARS TOt ,AT BOT.OF FOOTING EL.SEE PLAN ,1111-1 MATCH SIZE AND _ IOR SLAB ON GRADE DETAIL SPACING OF HOR. { WALL REINF.E.F. _24" O�3 (D,T,YUTER :NONE �� STEP VARIES. +«O Q zo z 12' SEE PLAN v T.O.LOWER 51AB 0 (3'-0'MAX) #4°Z"BARS _Y-_ - L. PLAN N ° I •' 2 'MIN LAP a l2"O.G. 1 2 Lu w d 2 ALL AREAS SHALL BE 5. #4 SLAB BARS a 12'O.G.EA (TYPICAL) CONTINUOUS PROPERLY COMPACTED WAY a SLAB MID-DEPTH cy PRIOR TO CONCRETE WALL CORNERS j FOOTING AGASPTRINE6 NEFW CONCRETE (2)#4 CONT.AT s BOT.OF FOOTING 2b SECTION THROUGH ELEVATOR PIT NO m b'MIN. L(2)#5 CONT.AT SCALE:3/4'=1'-O' CV O TYP.REINFORCED CONCRETE WALL DETAILS 130T.OF FOOTING JE SCALE:NONE DOOR JAMB BEYOND APA RATED WALL � 2a TYPICAL STEPPED FOOTING DETAIL #4 SLAB DOWELS®12" 36„ SHEATHING,SEE SCALE:3/4'=1'-O° COORDINATE SLAB EDGE O.G.®GARAGE DOOR GENERAL NOTES. J DETAIL WITH ARCHL OPENINGS 24" - DRAWINGS 2xb WOOD 5TUD5®16"O.G. Q U ;r FUNLESS NOTED OTHERWISE. TRIPLE 2xb SILL(P.T.ON BOT)FASTENED L j E CONT.#4 NOSING FASTEN PLYWOOD TO ALL TO CONCRETE WITH DIA.x 12'LONG O 2xb WOOD STUDS®Ib'O.G.UNLESS 2xb WOOD STUDS®Ib'O.G.UNLESS " - \ T.O.SLAB �. - .5 5 � PLATES WITH 8d NAILS a 4' HOOKED ANCHOR BOLTS a 48'O.G. AND _ O.G.EA.PLATE,TYP. b'(MIN)FROM BUILDING CORNERS,WALL O NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR -.� ENDS,AND DOOR OPENINGS. SHEARWALL SCHEDULES. SHEARWALL SCHEDULES T.O.WALL I z Z Z DOUBLE 2xb d P.T.2x10 SILL FASTENED lipEL.SEE PLAN . 2 GONG.SLAB PLANS PROVIDE AND INSTALL FELT BOND GRADE,SEE PLANS T.O.WALL BREAKER WHERE SLAB 15 POURED DOUBLE 2xb t P.T.2x10 SILL FASTENED 8'WALL TO CONCRETE WITH 'DIA.x 12"LONG TO CONCRETE WITH DIA x 12"LONG TOP OF WALL SEE PLAN AGAINST FOOTIN6/WALL,TYP. h Q #4 CONTINUOUS BAR® � w HOOKED ANCHOR BOLTS®48'O.G.AND �" b'(MIN)FROM BUILDING CORNERS,WALL T86 APA RATED HOOKED ANCHOR BOLTS a 4b"O.G. AND T46 APA RATED ENDS,AND DOOR OPENINGS. PLYWOOD SUBFLOOR b'(MIN)FROM BUILDING CORNERS,WALL PLYWOOD SUBFLOOR T.O.5LABj0_ w U Q ENDS,AND DOOR OPENINGS. b°T(P CONTINUOUS "!.-. EL.SEE PLAN N T.O.SUBFLOOR T.O.SUBFLOOR BEVELED 2x4 SHEAR KEY,TYP. EL.SEE PION EL.SEE PLAN v #4 CONTINUOUS BAR GONG.SLAB ON jk T.O.WALL /�T.O.WALL - _ ®TOP OF WALL BADE,c�PLANS 14PEL.SEE PLAN • EL.SEE PLAN in •' 8'WALL O FASTEN PLYWOOD TO ALL PRE-ENGINEERED - PLATES WITH bd NAILS®4' FASTEN PLYWOOD TO ALL FLOOR TRU55E5, O.G.EA.PLATE,TYP. PLATES WITH 8d NAILS®4' SEE PLANS • CONTINUOUS O.G.EA.PLATE,TYP. BD. PLAN (2)#5 CONTINUOUS (2)#5 CONTINUOUS b' BEVELED 2x4 BARS a TOP OF WALL BARS®TOP OF WALL } (2)#4 CONTINUOUS TYP. .. SHEAR KEY,TYP. FOOTING SHALL BEAR ON BARS®BOTTOM OF _ n\ PRE-ENGINEERED TOP CHORD _ NATURAL,UNDISTURBED 1-b° FOOTING VJ • BEARING FLOOR TRUSSES, 5UB-GRADE OR PROPERLY v _ 7 SEE PLANS GONT.P.T.2xb lJ=D6ER FASTENED COMPACTED GRAVEL FILL. in Q _ T L TO CONC.W/0.157 DIA.HILTI TYPE _ •••L P.T.2xb BLOCKING BETWEEN X-U POWDER ACTUATED FASTENERS TRUSSES FASTENED TO GONG.W/ a Ib'O.G.STAGGERED.CEILING &5EGTION THRU GARAGE DOORS B.O.FOOTING'IV EL.SEE PLAN r t - 0.151'DIA HILTI TYPE X-1 POWDER STRAPPING SHALL BE FASTENED C 3/4'=1'-O' - - V O ACTUATED FASTENERS,MIN.(2)PER TO LEDGER W/(2)bd NAILS B #4 CONTINUOUS Lo FOOTING SHALL BEAR ON BARS®BOTTOM OF n/ O _ BLOCK CEILING STRAPPING SHALL NATURAL,UNDISTURBED 1-b° FOOTING LL BE FASTENED TO 1LOCKING W/bd Y m SUB-6RADE OR PROPERLY NAILS®8'O.G. COMPACTED GRAVEL FILL. _ APA RATED WALL 2x6 WOOD STUDS a 16'O.G.UNLE55 l % SHEATHING,SEE NOTED OTHERWISE IN PLANS OR SECTION THRU GARAGE WALL - u L0 GENERAL NOTES. SHEARWALL SCHEDULES. b SCALE:3/4'=1'-O' NFASTEN PLYWOOD TO ALL DOUBLE 2xb SILL(P.T.ON BOT)FASTENED nn``` 10°WALL 10"WALL • PLATES WITH bd NAILS®4' TO CONCRETE WITH g"DIA.x Ib'LONGj• - W O.G.EA.PLATE,TYP. HOOKED ANCHOR BOLTS®45'O.G. AND N • b"(MIN)FROM BUILDING CORNERS.WALL 44 SLAB DOWELS®12" ENDS,AND DOOR OPENINGS. O.G.®TERRACE 24 _ • T.O.STEM GONG.SLAB ON FOUNDATION z z nn`` - P i _ 6RADE,SEE PLANS T.O.SLAB - W #5 CONTINUOUS HORIZ., - c BAR®TOP OF STEMI FL.SEE SLAB - - b' TEM ♦ ----.'- _ EL.S�PLAN ` T.O.WALL J 1 V) PROVIDE AND INSTALL FELT T.O.SHELF j ` OVIDE AND INSTALL FELT EL.SEE PLAN 2 GONG.SLAB ON - PROVIDE AND INSTALL FELT BOND BREAKER WHERE 5EE PLAN •1 • 4' BOND BREAKER WHERE GRADE,5ff PLANS BOND BREAKER WHERE i SHELF SLAB 15 POURED AGAINST (I)#4 CONTINUOUS b'WALL CONTINUOUS SLAB IS POURED AGAINST CONTINUOUS SLAB 15 POURED AGAINST BEVELED 2x4 FOOTING/WALL,TYP. BEVELED 2x4 FOOTIN6/WALL,TYP. FOOTING/WALL,TYP. - SHEAR KEY,TYP. SHEAR KEY,TYP. # BARS®TOP OF WALL �O GONG.SLAB ON GONG.SLAB ONCONTINUOUS 5 CONTINUOUS HORIZ. 10"WALL GRADE,SEE PLANS GRADE.SEE PLANS BAR a TOP OF SHELFT. b TYP BEVELED x2 4 TYP. TYP. CONTINUOUS �i SHEAR KEY,TYP. • BEVELED 2x4 v _ SHEAR KEY,TYP. cn O O T\-- YP -•;•� Q Y • r • - • -' B.O.FOOTING B.O.FOOTING B.O.FOOTING NV EL.VARIES 1-1 ° EL.VARIES # EL.SEE PLAN = (2)#4 CONTINUOUS SEE PLAN O (2)#5 CONTINUOUS SEE PLAN (2) 5 CONTINUOUS p FOOTING SHALL BEAR ON 1-b" BARS®BOTTOM OF BARS®BOTTOM OF BARS®BOTTOM OF - NATURAL,UNDISTURBED FOOTING ' 5UB-GRADE OR PROPERLY v FOOTING v FOOTING B.O.FOOTING COMPACTED GRAVEL FILL. m FOOTING SHALL BEAR ON SEE PLAN I'-10" (2)#5 CONTINUOUS FOOTING SHALL BEAR ON m EL.VARIES NATURAL,UNDISTURBED NATURAL,UNDISTURBED BARS®BOTTOM OF SUB-GRADE OR PROPERLY SUB-GRADE OR PROPERLY v FOOTING THRU TERRACE FOUNDATION • COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. fn (D�5,ECTION ALE:3/4 5 SECTION THRU FOUNDATION-PERPENDICULAR FRAMING b SECTION THRU FOUNDATION-PARALLEL FRAMING (DMLIE.TON THROUGH WALKOUT FOUNDATION SCALE:3/4"=1'-O" SCALE:3/4"=1'-0" 3/4"=1'-0" G CAMERA-O'NEILL CONSULTING ENGINEERS Camera/O'Neill SINGLE 2x4 SOLE PLATE,TYP I'� W r PROVIDE CONTINUOUS 2x4 2x4 WOOD STUDS 16"D.G. 2x4 WOOD STJ05®16'O.G. 'RIBBON"FASTENED TO EA. 5HEARWALL.SEE 5HEARWALL PLANS d 5HEARWALL.SEE 5HEARWALL PLANS d FLOOR TRU55 W/12d NAILS `r' :��: '�' 6 ' SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL 1 ,,, INFORMATION t ,o INFORMATION p W U v SINGLE 2x4 SOLE "" _ 5 Q. r PLATE.TYP. T.O SUB-FLOOR q�_ PERMIT SET ~ o ^c U ^Z PROVIDE CONTINUOUS 2x4 TdG PLYWOOD O ARCH. FI TING U 'RIBBON'FASTENED TO EA. SUB-FLOOR QUI %W/ FLOOR TRU55 W/12d NAILS i 'L DW55. I PRE-ENGINEERED WOOD FLOOR i TRU55E,SEE PLANS I PRE-ENGINEERED WOOD PROVIDE Ya"DIA.x 6'LONG FLOOR TRU55,SEE 51MP50N 505 SCREW FASTENED PLANS I PROVIDE AND INSTALL TRIPLE 2x4 PLAT STUB P05T(NOT SHOWN)BELOW ALL INTO PRE-ENGINEERED THROUGH DOUBLE TOP E AND PLAT DOUBLE 2x4 i JAMB AND POST LOCATIONS ABOVE. DOUBLE 2x4 TOP BOTTOM CHORD®24'O.G. G.G.NOTE: TOP PLATE,TYP. PLATE,TYP. PRE-ENGINEERED WOOD FLOOR TRU55 BEARING REQUIREMENTS SHALL BE COORDINATED WITH TRU55 DE-516NER 2x4 WOOD STUDS®16"O.G. 2x4 WOOD STUDS®I&'O.G. 5HEARWALL.SEE 5HEARWALL PLANS a 5HEARWALL.SEE 5HEARWALL PLANS a SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL Z INFORMATION INFORMATION N w SECTION THRU FRAMING AT PARTY WALL SCALE:3/4=1'-0' O CN 04 o1 vn Q) J � N Q cn � LL.L O E Q �-- N 2x4 WOOD STUDS®16'O.G. 2x4 WOOD STUDS®16"O.G. 5HEARWALL.SEE 5HEARWALL PLANS a 2x4 WOOD STUDS®16"OL. 5HEARWALL.SEE 5HEARWALL PLANS a Z Z Z SCHEDULE FOR ADDITIONAL 2x4 WOOD SR105®IW O.G. SHEARWALL.SEE SHEARWALL PLANS d SCHEDULE FOR ADDITIONAL O INFORMATION 56HEOLLE FOR ADDITIONAL 2x4 WOOD STUDS®Ib'O.G. Q_ SHEARWALL.SEE SHEARWALL PLANS d 2x4 WOOD STUDS®Ib'O.G. INFORMATION SCHEDULE FOR ADDITIONAL INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS a SCHEDULE F.SEE SDE ADDITIONAL PLANS a SCHEDULE FOR ADDITIONAL w TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED INFORMATION SCHEDULE FOR ADDITIONAL INFORMATION U J w TRIPLE 2x4 SILL(P.T.ON BOTJ FASTEN® INFORMATION P.T.2x4 SILL FASTENED TO CONCRETE „') Q TO CONGRETE WITH I'DIA.x 12'LONG SINGLE 2xb SOLE TO CONCRETE WITH J'DIA.x 12"LONG WITH J"DIA.x 12'LONG HOOKED ANCHOR SINGLE 2xb SOLE uj N HOOKED ANCHOR BOLTS®48'O.G. AND PLATE,TYP. HOOKED ANCHOR BOLTS®48'D.G. AND BOLTS®48'O.G. AND b'(MIN)FROM PLATE,TYP. b"(MIN)FROM BUILDING CORNERS,WALL 'T16 APA RATED ENDS,AND DOOR OPENINGS. GOORD.FIRE RATING PLYWOOD SUBFLOOR b°(MIN)FROM BUILDING CORNERS,WALL BUILDING CORNERS,WALL ENDS,AND C.00RD.FIRE RATING � T46 APA RATED REQUIREMENT5 W/ ENDS,AND DOOR OPENINGS. DOOR OPENINGS. REQUIREMENTS W/ -YWODD SUBFLDOR ARGHI L DW65. T.O.SUBFLOOR ,[ T.O.SUBFLOOR PROVIDE AND INSTALL FELT BOND ARGH'L DWGS. BREAKER WHERE SLAB IS POURED � EL.SEE PLAN PROVIDE AND INSTALL FELT BOND AGAINST FOOTIN6/WALL,TYP. EL.SEE PLAN O T.O.WALL T.O.WALL BREAKER WHERE SLAB 15 POURED T.O.WALL 14VEL.SEE PLAN EL.SEE PLAN AGAINST FOOTINGMIALL,TYP. EL.SEE PLAN GONG.SLAB ON ••, PRE-ENGINEERED • GRADE,SEE PLANS ,ii T.O.SLAB T.O.SLAB FLOOR TRUSSES, % EL.SEE PLAN NVEL.SEE PLAN — SEE PLANS J • (2)#4 CONTINUOUS 5 CONTINUOUS 7 PRE-ENGINEERED TOP CHORD (2)tt5 CONTINUOUS BARS®TOP OF WALL GONG.SLAB PL BARS®#TOP OF WALL L GRADE,SEE PLANS TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED BEARING FLOOR TRUSSES, BARS®TOP OF WALL _ 10`WALL TO CONCRETE WITH J°DIA.x 12"LONG z SEE PLANS AT STAIR OPENING, HOOKED ANCHOR BOLTS®48"O.G. AND P.T.2x4 SILL FASTENED TO CONCRETE CONTINUOUS PROVIDE(2)ADDL a5 b'(MIN)FROM BUILDING CORNERS,WAIL CDO O 13EVELED 2x4 BARS.EXTEND BARS ENDS,AND DOOR OPENINGS. WITH "DIA.x 12°LONG HOOKED ANCHOR TYP. �, SHEAR K Y,TYP. 24"BEYOND EDGE OF 0 BOLTS®48°O.G. AND W(MIN)FROM OPENING ON EA.SIDE CONT.P.T.2xb LEDGER FASTENED co BUILDING CORNERS,WALL ENDS,AND TO GONG.W/0.15-1"DIA.HILTI TYPE - DOOR OPENINGS. v X-U POWDER ACTUATED FASTENERS cn ®Ib"O.G.STAGGERED.CEILING (D Q STRAPPING SHALL BE FASTENED �— • B.O.FOOTING TO LEDGER W/(2)8d NAILS Lo u 'IV EL.SEE PLAN N (2)a4 CONTINUOUS _ N FOOTING SHALL BEAR ON BARS®BOTTOM OF NATURAL,UNDISTURBED FOOTING r- 10'WALL 5UB-GR t1 ADE OR PROPERLY IO.WA COMPACTED GRAVEL FILL. e (D5ECTION THRU GARAGE AT PARTY WALL W . SCALE:3/4'=1'-O' - Cn CONTINUOUS PROVIDE AND INSTALL FELT PROVIDE AND INSTALL FELT BEVELED 2x4 BOND BREAKER WHERE CONTINUOUS 13ONp BREAKER WHERE SLAB I5 POURED AGAINSTx BEVELED 2x4 POURED SHEAR KEY,TYP. SHEAR KEY,TYP. SLAB 1 G/WALL,TYP.AGAINST - FOOTING/WALL,TYP. GONG.SLAB ON CONG.SLAB ON GRADE,SEE PLANS 6' GRADE.SEE PLANS TYP. CN c - Y B.O.FOOTING E R B.O.FOOTING _ �E.V R E 2'-O' (2)#5 CONTINUOUS SEE PLAN SEE PLAN 1'-10" (2)p5 CONTINUOUS 1111VBAR5®BOTTOM OF 4�BARS®BOTTOM OF v �FOOTING v �FOOTING _ m FOOTING SHALL BEAR ON FOOTING SHALL BEAR ON NATURAL,UNDISTURBED ( D NATURAL,UNDISTURBED - 50-6RADE OR PROPERLY 9U5-6RADE OR PROPERLY COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. SECTION THRU FOUNDATION AT PARTY WALL SECTION THRU FOUNDATION AT PART(WALL AT GARAGE SCALE:3/4'=1'-O0 ° 4 —__. ---__-- ALE:3/4°=1'-O" CAMERA-O'NEILL CONSULTING ENGINEERS Camera O'Neill +c�:r."`'•'io'z'` GENERAL NOTES. CONCRETE NOTES: STRUCTURAL LUMBER.ENGINEERED LUMBER. - �eA,..f�T I.6ENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL 1.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRE551VE 5TREN6TH OF NOT LE55 THAN 4000 P51 AT 28 I.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF'TIMBER G01,15TRUGTION ��._ �i n •Q DIMENSIONS,ELEVATIONS,GRADES,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 43%AND 1%). STANDARDS"OF THE AMERIGAN INSTITUTE OF TIMBER G0N5TRUGTION AND THE'NATIONAL DE-516N SPECIFICATION FOR0-1 SHOWN ON STRUGTURIV_DRAWINGS WITH EXISTING FIELD CONDITIONS 5TRE55-6RADE LUMBER AND ITS FASTENINGS'OF TIE NATIONAL FOREST PRODUCTS ASSOCIATION, AND ALL CONSULTANT DRANIN65 AND REPORTS INCLUDING 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT 1J=55 THAN 3000 P51 A7 g��'•,''°,y�'i•;F",t,�;i,:�.'� 6EOTTGHNIGAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM 6RADES AND DES16N VALUES REQUIRED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL 13E ?'•�}C.'tom". :. ,1, Z Z �• STUDS GONSIRUGTION GRADE SPRUCE-PINE-FIR,FG=1000 P51,E=1,300ppp P51, �•r•� .2.,:,..::•p`•�ti� �, �- `� 2.ALL SIGNIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 4000 P51 AT 28 DAYS JOISTS/RAFTER5/BEAMS:SPRUCE-PINE-FIR NO.2,FB=815 PSI,E=1,400,000 P51 S `"°``.�•�g°"' W�' -r' ^c ✓f D i THE ARCHITECT OF RECORD. (ENTRAINED AIR CONTENT 13ETKEEN 45%AND 1%). PRESSURE TREATED LUMBER:SOUTHERN PINE NO.I,E=1,400000 P51 '=' {�� av .- � < �' 3.ALL DIMENSIONS,ELEVATIONS.SHELVES.BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUCING ADMIXTURE. 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2X6®16'O.G.UNLESS NOTED OTHERWISE.FURTHERMORE.ALL WALL ti �I A� °C 0 W GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND STUDS ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF COLUMN WITH HILTI X-U POWDER DRIVEN ----- 0 = tz o ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TE5T5 CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TE5TIN6 LAB ON FASTENERS o 16'OC � U = y D 6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 CUBIC YARDS.ONE CYLINDER SHALL BE BROKEN AT 1 DAYS,TWO PERMIT SET u z 5 TRADES'DRAWINGS PRIOR TO CONSTRUCTION. AT 28 DAYS,AND ONE AT 56 DAYS.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD 4.ALL MULTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTER ON NOT LE55 THAN AN EQUAL NUMBER OF STUDS ac V CODE INFORMATION AND DE516N LOADS(EXCEPT A5 NOTED): AT EACH END,UNLESS NOTED OTHERWISE. Q 6.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDIN6 CODE:INTERNATIONAL BUILDIN6 CODE(IBC).2015 EDITION 5.WOOD GOLUMNS MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAILED T06ETIER WITH I&D NAILS.NAIL RELATED REFERENCE:ASCE 1-10 1.A CONCRETE MIX DESIGN SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF 5PAGIN6 SHALL BE IN 2 ROWS,SPACED 8'O.G.FROM BOTH SIDES STA66ERED 4'APART. CONCRETE USED ON SITE.MIX DE516N SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX OF GENERAL MOTES-PRE-E1N61NlEAfRED WOOD TRINES. FLOOR LIVE LOA05: CONCRETE. 6.UNLESS OTHERWISE NOTED,ALL EXTERIOR OPENINGS SHALL HAVE NOT LESS THAN ONE JACK STUD AND TWO FULL I•WOOD TRUSSES SHALL BE DESIGNED PER THE"DESIGN SPEGIFIGATIDN FOR METAL PLATE GONWEGT137 WOOD RESIDENTIAL: HEIGHT STUDS AT EACH SIDE OF THE OPENING.ALL INTERIOR BEARING WALL OPENINGS SHALL HAVE NOT LESS THAN "PUBLISHED BY THE ES16N PLATE HE"DEINSTITUTE. PRIVATE ROOMS I CORRIDORS SERVING THEM:40 P5F 8.ALL REINFORCIN6 BARS SHALL BE A5TM A-615 6RADE 60 UNLESS NOTED OTHERWISE. TWO JACK STUDS AND ONE FULL HE16HT STUD AT EACH SIDE OF THE OPENING UNLESS NOTED OTHERWISE. TRUSS PUBLIC ROOMS d CORRIDORS SERVING THEM:100 P5F q.GENERAL CONTRACTOR SHAH SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR AR,.HITEGTURAL AND 1.ALL CONVENTIONAL LUMBER ROOF RAFTERS SHALL HAVE A SIMPSON UPLIFT ANGHDR AT EACH BEARING /x LOCATION. 2.ALL ROOF TRlE5 AND OVERHANN61N6 HOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER SNOW AND ROOF LOADS/FACTORS: ENGINEERING REVIEW.SHOP DRAWIN65 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO USE SIMPSON LS5U SKEWED AND/OR SLOPED HAN6ER5 AT EACH RAFTER AS REQUIRED PROVIDE AND INSTALL 125'X20 TRV55 MAN)FAGTURER5 REQUIREMENTS. MIN.ROOF LIVE LOAD:20 P5F SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT REBAR LAYOUT,MATERIALS,LEN6TH5,LAPS, 6A.RIDGE STRAPS(10 8D NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUBSTITUTION). 6ROUND SNOW LOAD(Pcj):30 P5F BENDS,DETAILS,ETC. 3.WOOD TRLI456 FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP FA (i 8.FLUSH FRAMIN6 SHALL BE SUPPORTED BY J015T HANGERS DE516NED FOR THE FULL CAPACITY OF THE SUPPORTED DRANN65 BEARING 5EAL AND 516NAT1RRE OF THE DE5H6N PROFESSIONAL ENGINEER,RE61STERED IN THE STATE FLAT ROOF SNOW LOAD 30 P 10.ALL REINFORGINN6 BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF ACI 315,BUT IN NO CASE SHALL THEY BE MEMBER OF NEW YORK.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SNOW LOAD IMPORTANCE FACTOR 51:I.O LESS THAN 2'-0.OR 48xDIA. 5UBMITTIN6 TO ARCHITECT.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED TO:TRUSS LAYOUT PLAN; SNOW EXP05LORE FACTOR(C-,):1.0 q.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DE516NlED TRUSSES UNDER ALL PARTITIONS RUNNING TRL65 DETAIL SHEETS SHOWING GONF16URATION,DIMENSIONS,LOADS,MEMBER 51ZE5 AND GRADES,MEMBER THERMAL FACTOR(Ct):IA 11.ALL WELDED WIRE FABRIC,SHALL CONFORM TO ASTM A-185,F�=bO K51 PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO AL16N FLOOR ELEVATIONS THAT RUN PARALLEL TO FORCES.CONNECTION PLATE SIZES,PERMANENT BRAGIN6 REQUIREMENTS,TRU55 CONNECTION HAN6ER5 FOR PARTITIONS. FLUSH FRAMING,TEMPORARY BRACING REQUIREMENTS,UPLIFT ANHGHORA6E HARDWARE(SPECIFIED BY TRU55 6EOTEC,HNICAL FACTORS: 12.ALL WF1J>W WIRE FABRIC SHALL BE LAPPED TWO(2)FULL MESH PANELS AT SIDES AND ENDS AND BE SECURELY DE516NER),ETC,. FR05T DEPTH:3'-6' WIRED T06ETHER 10.ALL WOOD IN CONTACT WITH)GONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH PRESERVATIVE. P59JKD 501L BEARING UND CAPACITY:SEE°FOATION NOTES'IT 15 ASSUMED THAT 4.TRU55 DE-516NER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING CODE AND ALL THE SOILS SUPPORTING TH15 CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE 13.SEE ARCHITECTURAL DRAWIN65 FOR TYPE AND LOCATION OF ALL FLOOR FINISHES.FLOOR DEPRESSIONS AND GUT II.EXTERIOR WALL SHEATHING SHALL BE MINIMUM 1532 APA STRUCTURAL I RATED 5HEATHHINN6.I•HUBER'ZIP"SYSTEM IS FURTHER REQUIREMENTS INCL-UDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOC HENT5.ADDITIONAL PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENTS),SIDEWALKS,AND OUTS PERMITTED,'ZIP-R"INSULATED PANELS ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH 8d NAIL5 REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DE516N LOADS DUE TO WIND AND/OR PAVB-ENT5 WITHOUT ADVERSE AFFECTS DUE TO SETTLEMENT,DIFFERENTIAL NOT LE55 THAN 6'D.G.ON ALL PANEL ED6E5.ALL WALL HORIZONTAL PANEL ED6E5 MUST BE BLOCKED AND NAILED EARTHQUAKE,SNOW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMIN6 MEMBERS, 5ETTLEI-ENT,BUOYANCY,ETC,.THE DEVELOPER,6ENfERAL CONTRACTOR,AND/OR 14.COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,MECHANICAL,ELECTRICAL CONTRACTORS WITHIN 46'OF BUILDING CORNERS.SHEATHING PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE•ETC,.TRU55 DESIGNER SHALL CAREFULLY Z OWNER5 SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTECHNICAL EN61tEER TO AND LOCAL A6ENCIE5 (GENIEREU ON FLOOR SYSTEM)TO ACHIEVE GONT1NUOl/5 UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. COORDINATE ALL LOADS DUE TO MECHANICAL EQUIPMENT AND PLUMBING FIXTURES,INGLUDIN6 13UT NOT LIMITED O TEST AND EVALUATE THE SITE IN,AROUND,AND BELOW THE B111l.DING FOOTPRINT TO TO TUBS,SHOWER UNITS.WITH THE 6.6.,ARCHITECT,AND MECHANICAL DE516N. H VERIFY THESE ASSUMPTIONS AND PROVIDE A 6EOlEGIfNIGAL EN61Nl3=RING REPORT. 15.ALL CONCRETE SHALL BE DETAILED,FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.SUB-FLOORING SHALL BE 3/4"TON6UE a G GROOVE APA STRUCTURAL I RATED 5HEATHIN6 EXPOSURE I UNLE56 w PROGEDURE5 AND 6UIDELINE5 PRESGRIBED IN THE LATEST EDITION OF"BUILDING CODE REQUIREMENTS FOR NOTED OTHERLNI5E.FASTEN 5UB-FLOOR TO SUPPORTING FRAMIN6 WITH INDUSTRY STANDARD 50-FLOOR 5.DEAD LOADS: � WIND FACTORS: REINFORCED CONCRETE'AO-316,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUGTURE5,ACI-301, ADHESIVE AND 8d NAILS a b"O.G. ROOF TRU55 TOP CHORD DEAD LOAD:10 P5F RISK CATEGORY:II ROOF TRU55 BOTTOM CHORD DEAD LOAD 10 P5F BA51C WIND SPEED(V):130 MPH AND AGI-305306 GUIDES FOR HOT/GOLD WEATHER GONIGREfINIb. FLOOR TRU55 TOP CHORD DEAD LOAD:15 P5F EXPOSURE GATE60RY:B 13.ROOF SHEATHING ON FLAT ROOFS SHALL BE MINI)AUM J'Td6 APA STRUCTURAL I RATED SHEATHING. FLOOR TRUSS BOTTOM CHORD DEAD LOAD:10 P5F TOP06RAPHIG FACTOR(Kzt):1.0 16.6.G.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD. ALL CONCRETE THAT SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL 14.ROOF 5HEATNIN6 ON NON-CURVED SLOPING FRAMING SHALL BE MINIMUM 5/8'T46 APA STRUCTURAL I RATED N ENCLOSURE CLASSIFICATION:ENCLOSED PRODUCE THE DESIRED ARGHITEG111RAL FINISH. 6.6.SHALL COORDINATE THE CONCRETE MIX DESIGN(I E.SELF b.TRU55 DESI&4EiR SHALL DE516N,MANUFACTURE,AND FURNISH ALL FLOOR TRUSSES WHICH MEET A LIVE LOAD INTERNAL PRE-55URE GOEFF 6Gpl:30.18(ENCLOSED BL 06J CONSOLE THE D 51RED CONCRETE),RffiAR PLACEMENT,FINIS NT,AND HALLOOS OF VIBRATION O PRODUCE A FULLY SHEATHIR57. DEFLECTION CRITERIA OF L/g60 AND ALL ROOF TRUSSES WHICH MEET A TOTAL LOAD DEFLECTION CRITERIA OF 0 SALIENT CORNER DISTANCE:b-0' CONSOLIDATED CONCRETE POUR FREE OF VOIDS AND/OR'HONEY-COMBING." 15.ROOF SHEATHING ON FLAT ROOFS AND NON-CURVED 5LOPIN6 FRAMING V SHALL BE NAILED WITH 8d NAILS NOT THE 3�i Lf360 UNCJ 55 SPECIFICALLY APPROVED OTHERWISE. N ROOF PITCH.21-45 DEGREES MORE THAN 6"O.G.ON ALL SUPPORTED PANEL E06E5.NAILS SHALL BE SPACED 4'O.G.IN AREAS WITHIN 48"OF 1.WOOD TRL65 ERECTOR SHALL BE RESPONSIBLE FOR DE516N AND INSTALLATION OF ALL TEMPORARY ui 17.6ENERAL GONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REBAR PLACEMENT,CONCRETE MIX RIDGES,HIP5, ,RAKES AND EAVE5. COMPONENTS AND CLADDING:11NFAGTORED WIND LOADS ERECTION BUNGING. F- ZONES I,2 d 3 ROOF WIND PRESSURES DE516N,AND GONGRETE PLACEMENT TO ENSURE ACCURATE COMPLETE CONCRETE 015TRIBUTION O Q� TRIG AREA ZONE I(FIELD) ZONE 2(ED6- (CORNER) �� ) ZONE 3(CORN ►OU'r.ALL PRECAUTIONS,SHALL BE TAKEN TO AVOID'HONEYGOMBIN6'AND VOIDS IN CONCRETE 16.ROOF SHEATHING CUR VED RVED FRAMING MEMBERS SHALL BE THREE LAYERS OF j'APA RATED PLYWOOD 8.TRUrf SPAC N6 ING SHOWN IN STRUCTURAL EINEERIN6 PLANS ARE FOR REFERENCE ONLY.GENERAL 10 5F 30.4 P5F 35b P5F 35b PSF FOUNDATION.TECHNIQUES,SUCH AS PRE-STA61N6 CONCRETE VIBRATORS IN GON6,ESTED AREAS,MODIFIED SHEATHIN6 WITH END AND SIDE JOINTS STA66ERED BLTVEEN SUCCESSIVE LAYERS.EACH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED T9165 SHOP DRAHIN66 FOR ACTUAL TRU55 LAYOUT AND SPACING 20 5F 28.q P5F 34.0 P5F 34D PSF CONCRETE MIX DESIGNS TO PROMOTE COMPLETE DISTRIBUTION,ETC,.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE SUPPORTING FRAMIN6 WITH bd RINK-SHANK NAILS o 12"O.G.ALL NAILS SHALL BE (FOR 130TH BIDDING AND CONSTRUCTION PURPOSES) Z � Q 50 SF 26$P5F 32D P5F 32D P5F CONTRACTOR'S 015GRETION. 5TA66ERED BETYE£N NAILS FROM 5LCLE551VE LAYERS. U 100 5F 25.2 P5F 30.4 P5F 30.4 P5F Q Ln 18.CONCRETE VOIDS AND EXCESSIVE'HONEY-COMBING'SHALL BE DOCUMENTED AND REPORTED TO THE 11.SOLID BLOCKING SHALL BE PROVIDED AT RID6E5 AND EAVES TO SUPPORT AND FASTEN PANEL E06ES IN 0!� E ZONES 4 1 5 WALL WIND PRESSURES, ARCHITECT OF RECORD FOR ANALYSIS AND PREPARATION OF A REPAIR METHOD. PARGING,DRY-PACKING,AND ALL CIRGH/M5TANCE5 FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR ui U TRIB AREA ZONE 4(FIELD) ZONE 5(CORNER) 'FLOATIN6"THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING C.ONTINIOUr PANEL EDGE SUPPORT AND FA5TENING. � � 10 SF 33D P5F 40.1 P5F 516NIFICANT VOIDS. Z 20 SF 31b P5F 38D P5F 0.ENGINEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Lu 50 SF 2qB P5F 343 P5F STRUCTURAL STEEL NOTES` DRAHIN55 FOR ALL ENN51NEERED LUMBER AND I-JOISTS.SHOP DRANIN55 SHALL INCLUDE BUT ARE NOT LIMITED Z Z Z 100 SF 28.4 PSF 31b P5F I.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE AI5C SPECIFICATIONS AND CODES, TO:FRAMING LAYOUT PLAN,MEMBER SIZE5,NAILING PATTERNS FOR MAJLTIPLE MEMBERS,BEARING LEN6TN5, 0 500 5F 252 P5F 252 P5F LATEST EDITION. GONNECTION HAN6ER5,BLOCKINN6,BRIDGING,AND SQUASH BLOCKS. 0- E ui 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAMS(W)SHALL BE ASTM Agg2 FY=50 K51.BASE PLATES, Iq.LAMINATED VIENEER LUMBER(LVL),LAMINATED STRAND LUMBER(L5U,AND PARALLEL STRAND LLIM18ER(PSL)SHALL U J FOUNDATION NOTES: GHANNLS,AN51JE5,AND MI56.STRUCTURAL STEEL.SHALL BE ASTM A-36,FY=36 K51.ALL SQUARE AND BE VER5A-LAM BY B015E CASCADE OR EQUAL. w Q Q I.ALL SOIL GONTAININH6 ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE RECTAN �GULAR OW STRUCTURAL SECTIONS(495)SHALL BE ASTM A-500 6RADE B FY MINIMUM 46 KSI, Lu N CLEARED FROM THE BUILDING FOOTPRINT. 20.LVL AND PSL BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=3100 PSI,FT=2150 PSI,FC,=150 3.ALL ANGI4OR BOLTS AND THREADED RODS SHALL CONFORM TO THE REQUIREMENTS OF A5TM F1554 AND PSI FG=3000 PSI,FV= 285 PSI,E=2j000j000 P51 2.ALL 501L SUPPORTED FOOTIN65 SHALL BE FOUNDED UPON COMPACTED NATURAL A301. 51ABGRADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING CAPACITY OF 21.P51L GOLUMN5/PO5T5 SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES.FB=2650 PSI,FT=1650 PSI,FG=-150 AT LEAST 3000 P5F.6G SHALL BE RESPONSIBLE FOR DETERMINING THE SITES 4.ALL BOLTS,NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-325 FOR 3/4"DIAMETER PSI FG=3000 PSI,FV= 2b5 PSI,E=1300l000 P51 �[ H16H STRENGTH BOLTS UNLESS NOTED OTHERWISE. RESPONSIBLE FOR GONS SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE UN DISHALL BE 22.LVL5 AND PSL5 SHALL BE FREE OF FIN6ER JOINTS,SCARF JOINTS OR MECHANICAL GONNLEGTION5 FOR THE FULL O II'�l1GTINl6 THIS BUILDING AND SURROUNNI6 SILL=/SUB6RADE 5.ALL WELDING ELECTRODES SHALL BE EIOXX �TM OF THE�gL IN STRICT ACCORDANCE WITH TH15 REQUIREMENT. 3.BEDROCK/LS7C�E SHALL BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF 6.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE ANUS'CODE FOR ARC 23.ADHESIVE USED SHALL BE WATERPROOF,MIMTIN6 TIE REQUIREMENTS OF ASTM D-255q-16. FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED 6RAVEL. AND 6A5 WELDING IN BUILDING GONSTTRUGTION',LATEST EDITION. 24.ALL 5IW50N CONNECTORS(HA146ER5,STRAPS,UPLIFT GONTIEGTORS,P05T GAPS,ECT)SHALL BE COATED WITH 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A 501L5 TESTING LAB ON 1.NO CONNECTION SHALL CONSIST OF LESS THAN TWO 3/4"DIAI ETER BOLTS OR WELDS DEVELOPIN6 A MINIMUM Z-MAX CORROSION RESISTANCE OR APPROVED SUBSTITUTE. EACH HYPE OF SOIL TO BE COMPACTED. 10,000 POUNDS UNLESS NOTED OTHERWISE. _ 7 8.ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4'UNLESS NOTED OTHERWISE 25.ALL FASTIENER5 IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE -• Z 5.SOIL SHALL BE COMPACTED TO NOT LESS THAN q5%OF MAXIMUM DRY DENSITY PER PRESERVATIVE TREATMENT USED. A51M 0I551 IN LIFTS NOT TO EXCEED b°LOOSE DEPTH. q.ALL WIELDS SSIAL,L,BE VISUALLY INSPECTED AND ALL FULL PENETRATION HELD5 SHALL BE INSPECTED BY Y ULTRA-SONIC TE5TIN6. 26.ALL FA5T13ER5 EXPOSED TO MOISTURE,EXPECTED CONDENSATION,PRESSURE TREATED LUt4sETt AND/OR THE b.FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT SOILS TESTIN5 LAB WEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-CORROSIVE `c TO VERIFY COMPACTION.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE HE COATTN6 CERTIFIED AND APPROVED FOR L15E WITH THE MATERIALS TO BE FASTENED. O ARCHITECT OF RECORD. 10.AN INDEPENDENT STEEL TESTING A6ENCY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TESTIN6.T Lo STIRLICTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TE5TIN6 21.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RE515T UPLIFT LOA05 WITH SIMP50N PG/EPC, 1.BAGKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS IN INCREMENTS NOT TO REQl11REMENTS TO BE COMPLETED.A DOPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. P05T GAP5 AND 48°LONG 04LE55 OTHERW15E NOTED)SIMP50N 206A COIL STRAPS.STRAPS SHALL BE co r- EXCEED 2 FEET MAXIMAIM DIFFERENTIAL. CENTERED OVER THE TOP OF THE BEAM AND BENT DOWW ALON6 BOTH SIDES OF POST.FASTEN STRAPS WITH _ 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND HOD NAILS THROUC�i(ALL AVAILABLE NAIL HOLES. 8.SEE PL UMBIN6 AND EL ECTRIGAL DRAWIN55 FOR UNDER FLOOR SYSTEMS AND SPECIAL'WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY.6RANILAR FILL MATERIAL REQUIREMENTS. 28.ALL GEILIN6 FRAMING(INCLUDING TRUSS B CHORDS)ADJACENT CHORD ADJACENT TO EXTERIOR WALLS SHALL BE r� >_ ' 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE CL EANED OF ALL RUST,LOOSE _ U+ MILL SCALE AND OTHER FOREI6N MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT.REFER TO FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS A6AINI5T LATERAL MOVEMENTS.COORDINATE ALL CEILING - ' ` ^' q.NO FOOTIN65 OR SLABS SHALL BE POURED INTO OR A6AINST 5UB6RADE CONTAINING ARCHITECTURAL DRANIN66 AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. FRAMING WITH ARCHITECT OF RECORD. - U FREE WATER OR ICE. - ��,JJ 29.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE d INSTALL - O-, 10.ALL SLABS-ON-6RADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 13.PROVIDE d INSTALL J"FULLY WELDED AND FITTED WEB STIFFENERS BOTH SIDES AT ALL BFARIN6 d POINT CONTINUOUS 2X8 CLEAT FASTENED THROU6H SHEATHING AND INTO EACH ROOF RAFTER WITH(2)#10 DECKING (� GRANULAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER.COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLANGES UNLESS NOTED O1IERWISE SCREWS.FASTEN OVER-FRAIED RAFTERS TO CLEAT WITH(4)I6d TOE-NAILS AND SINGLE#Io DECKING SCREW %56RADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6E0TEGHNICAL ENGINEERS THROUGH TOP OF RAFTER. �- OF REGARD 14.GUTS,HOLES,OPENIN65,ETC.REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES SHALL BE SHOWN ON SHOP DRAWIN65 FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF HOLES OR GUTS IN STRUCTURAL STEEL.MEMBERS IN THE,FIEL.D WILL NOT 13E PERMITTED EXCEPT BY WRITTEN 30•PROVIDE AND INSTALL HORIZONTAL 4k8'PLYWOOD PANEL CENTERED ON THE PRE-EN61tE132FD WOOD RIM TRU55. II.FORGES DUE TO HYDROSTATIC PRESSURE HAVE NOT BEEN CONSIDERED IN THE PERMISSION FROM THE STRUCTURAL EN61NEER OF RE TH15 PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR 5TUD5 WITH 8d NAILS 0 b"OC. DE516N OF THE FOUNDATION FOR THIS STRUGTURE.IT 15 Tl-E RESPONSIBILITY OF THE D' (3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-EN61tEBRED WOOD RIM TRUSS TOP CHORDS, GENERAL CONTRACTOR/OWNER TO CONFIRM WITH A 6EOTECHNIGAL EN6INEER,CIVIL BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS®b'OG.AND TO THE TRL65 VERTICAL MEMBERS WITH 8d NAILS EN6INEER,OR OTHER QUALIFIED DES16N PROFESSIONAL TO ENSURE HYDROSSTATIG 15.6ENJERA-CONTRACTOR SHALL SUBMIT SHOP DRAW) TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL FORCES DO NOT EXIST. AND E N61NEE RING REVIEW.SHOP PRANIN55 SHALL BE EVIER D AND APPROVED BY THE 68ERAL b'O.G.(3 NAILS PER VERTICAL Me eM.THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER CONTRACTOR PRIOR TO SUBMITTING TO ARCHITEC S T. DRAWING SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUDS WITH 8d NAILS 9 6'O.G.(3 NAILS PER STUD).ALL 50L E PLATES AND TOP PLATES SHALL BE NAILED WITH jl 12. MATERIALS,L.ENGTH5,GUT5,STIFFENERS,CONNECTIONS,DETAILS,ANCHOR BOLTS,LEVELING PLATES EMBEDDED 8d NAILS®b'O.G.••EXCEPTION.PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK _ RESPONSIBILITY OF OILERS.ALL DAMP-PROOFING,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE ,ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KING AND JACK) N R Y Y Y Y • CAMERA-O'NEILL CONSULTING ENGINEERS Camera/O'Neill —PROVIDE 51MP50N LU5210 fe a 0 0 a O FACE MOUNT HANGERS AT ALL DECK JOISTS.TYP. Z Z u. a o -a 0 - ,IT o ^� a neoW o- o0 -2 4 :_ o 50.1 u PERMIT SET Z � P. 2x1 DEC � :J w JOI T5 a 16'C w 0 A CONTINUOU5 P.T.2x12 x m �>Os�> S�>��> LEDGER FASTENED N x D D PROVIDE d INSTALL D Y. SIMP50N ABU44 STANDOFF TIiROU6H SHEATHING AND Q BASE d FASTEN TO CONC. INTO RIM JOIST/WALL < < c FASTEN FIRST WALL W/Va DIA.EPDXIED 5TUD5 W/(2)YV x 4"LON6. �► SIMPSON SOWS®I6'O.G. � � �: b / STUD TO GONG.FDN. THREADED ANCHOR ROD(b° 6 51.1 WALL W/HILTI TYPE X-U EM13EDJ + F y POWDER ACTUATED 50.1 PROVIDE d INSTALL- _ FASTENERS AT Ib'O.G PAIR OF 51MP50N � r / 7` • � OTT2Z TENSION TIES 5T D PAIR OF 5IMP50N DOUBLE ROW OF �' 0TT2Z TEN51ON TIES FULL DEPTH 5OLID BLOGKIN6 DOUBLE ROW OF IIII A��` PER TRUSS O j ^III R5 PER TRU55 O �> B �lll w JPH > J LOGKI J -VI IIII `fl.� IIII PROVIDE t INSTALL - u�v LLI Q Q �IIIII PROVIDE d INSTALL Yz' �i I;I w Q Lu "cPQINr7FIFI 0"CAP AND kDo� � � Ill LALLY COLUMNS,TYP. - J I I I I LALLY COLUMNS,TYP. - Z w O vl I 4•L ACLY ?x6`"dCF w 0 �I 4'LALLY %n 2x LE O _ p_t ® d Rif w I ® Mill w � 50.2 5 F a aIIII TRU55 DESIGNER NOTE: ;fl 50.2 SO.I a a TR1155 DE516NER NOTE: p 5 IIII 50.1 PRE-ENGINEERED GIRDER TRUS OR w p IIII PRE-ENGINEERED GIRDER OR C) p AT ALL H55 COLUMNS, IIII p AT ALL H55 COLUMNS, BELOW POINT A _ POINT LOAD C) L IL/ fill ATE FADE MOUNT HANGE Z Ri. DATE FAGF MOUNT NAN6ER Z DOUBLE 16'L.V.L.BEAM USH)DIF ECTLY DOUBLE 16'L.VL.BEAM(FLUSH)DIFECTLY jE Q O1 INDICATES APPROX. w> PROVIDE d INSTALL LL INDICATES APPROX. w PROVIDE t INSTALL ROW TRU55 51&-f-Rty DIRECTLY BELOW BELOW BEARING WALL _� p E BLOGKIFI6 5UPPORTIN6 POINT LOADS O HANGERS PER TRUSS 'D HANGERS PER TRUSS LL- > ' - pKc4x _ Z t- Z Z _ p (n BELOW POINT LOAD _ ucA)b[E BEAM IFBELOW POINT LOADCL 16'DEEP PRE-EN6INEERED - _ b wWDOD TRUSSES o 16'O G. 16'DEEP PRE-ENGINEERED o -� UM 612-5D5 WOOD TRUSSES®I6'O.G. WWL.V.L. 17-5D5 w'H-q 16Q Q k� w PRE-E�l61NEEI. GIRDER _ ,, PRE-ENGINEERED GIRDER T OR DOUBLE Ib` e TRU55 OR DOUBLE Ib° y� IL L.VL.BEAM(FLUSH) Q Q a c L.VL.BEAM(FLUSH) 4 aU PRE-ENGINEERED 611 1RU65 OR --, -------, PRE-ENGINEERED 61 TRU,yS OR COORDINATE STAIR DOUBLE 16'LVL. OPENING DIMENSIONS W/ I COORDINATE STAIR DOUBLE 16'L.VL.I EAM(FLUSH) b ARGHL DW65. b OPENING DIMENSIONS MV 50.1 ARGHL DW65. SIM PROVIDE t INSTALL i SO'I jI BEAM POCKET AND P.T. 10 SIM PROVIDE d INSTALL I BEAM POCKET AND P.T. BEARING PLATE TO 10 W ACCOMMODATE BEAM. i 50•I BEARING PLATE TO ACCOMMODATE BEAM. - Z PROTECT UNTREATED PROTECT UNTREATED LUMBER WITH BUILDING FELT,TYP. i LUMBER WITH BUILDING FELT,TYP.c 0 CD !�;o L7r n Y - -^ o a S� 3 5 a 3 w �- I 50.2 50.1 50 2 5 50.1 - Lo 5 5 501 50•I - W N J .E ----------------------- ----------------- I ----------------------- ------------------ Y L-F C3 I 8 x �O 50.1 b 51 M 50.1 50.1 50.1 SIM Y Y FIR5T FLOOR FRAMIN6-WALK OUT BASEMENT A FIRST FLOOR FRAMING-EGRESS WINDOW B SCALE:I/4'=1'-0' SCALE:I/4°=I'-O° - PLAN NOTES: PLAN NOTES CONT.: • I. #J-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(Le.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MIEMBERS SHALL BE 6AN6ED T06ETHER IN ACCORDANCE WITH MANUFACTURERS FULL-HEIGHT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS Alm PREVAILING STATE BUILDING CODE. N1612 10. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6ANCED T05ETHER IN ACCORDANCE WITH MANUFACTURERS 2. -INDICATES SIMP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM GONNEGTION.ALL 51MP50N HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURERS SPEGIFICATIONS WITH THE MAXIMUM FASTENER 51ZE AND QUANTITY. If. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. "LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE)z"THICK"5PRIN6FIELD"GAP 12. MEMBER LAYOUT DEPIGTED ON THIS PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL - 4. LNLE55 OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL GONTRAGTOR.ANY SUBSTANTIAL CHANCE IN FRAMING END BY A SINGLE JACK STUD 6AN6ED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 1-2 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL 6. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HE16HT GOLUMN5 WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES.EAVES,BRACKETS.GUTTERS,CORBELS.BUILD-OUT5.PAD-OUTS,AND ALL OTHER APPLIED b. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHAIJ_BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS Alm FULLY COORDINATED WITH THE CRIPPLE STUDS,'SQUASH BLOCKS°,AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. G CAMERA-O'NEILL CONSULTING ENGINEERS Camera/O'NeillIn ' 1 IiLJ ' Lu wfpgy' ti _A J 0wU Cx 2 z 0 ~ Q U x s PERMIT SET u ; °C J Q PRE-ENGINEERED ROOF TRU55,SEE PLANS 7 GAB.,GOORD.W/ / }' JAPA RATED WALL SHEATHING SEE �ARCHRGHLZAV - -- - -- --- -- -- -- -- - GENERAL NOTES. SINGLE 2xb SOLE PLATE UNIT UPPER ROOF TR155 SHALL 7 BEAR ON LOW ROOF TRU55 00 2x6 WOOD STUD5 a 16'O.G. Z 'TIG PLYWOOD N Q 5UB-FLOOR J a� Z a 0 O� L > O u LL PROVIDE AND INSTALL TRIPLE 2x6 STUB PO5Tr50UASH BLOCK(NOT J SHOWN)BELOW ALL JAMB AND P05T LOGATION5 ABOVE. 1 2xb 61b"O.G.BEARING WALL uj 0 7 (SHOWN 5HADED) C) CN PRE-EN6INEE2ED WOOD 0 FLOOR TRU55E5,SEE NPRE-EN61 a g DOUBLE 2x6 TOP PLANS PLATE,TYP. PROVIDE 2x DIA6. TRn6,5f BRACING a 48'O.G 0-1 PROVIDE BLOCKING BETHEEN J L FLOOR TRUSSES TO PROVIDE SU85TRATE FOR FLOOR SHEATHING FASTENING F_ V) O G �EZNROUGH EXTERIOR WALL-PARALLEL FRAMING'=1'-O' I =_ __ O O z z z PRE-ENGINEERED FLOOR TRU55,SEE PLANS ui 2x6 016'O.G. w Q Q BEARIN6/SHEARWALL 2zb alb'O.G.SEARING WALL U OEALETT= NCEAL 5EGTION 2xb a16'O.G.BEARING WALL APA RATED WALL SHEATHING,SEE GAB.,GOORD.W/ 1'-0" �[ GENERAL NOTES. ARCHL O SINGLE 2x6 SOLE PLATE 2xb HOOD STUDS a 16'O.G. r W T46 PLYWOOD J PROVIDE CONTINUOUS 2x4'RIBBON' SUB FLOOR. a FASTENED TO EA.FLOOR TRU55 W/ LL a 12d NAILS �J PROVIDE AND INSTALL TRIPLE 2x6 STUB - POST/SGVA5H BLOCK(NOT SHOW = 0 BELOW ALL JAMB AND POST LOCATIONS 2x BLOCKING,AND TF465 ABOVE. CONNEGTION HARDWARE PER J015T /co�� �- wQ w DESIGNER }-APA RATED WALL 88- DOUBLE 2x6 70P FLOOR�PRE—&61NEERED SEE! APA }'APA RATED WALL 2x6 STUDS® RAL _ LO I6'O.G. NOTES. PLANS SHEATHING.SEE NOTE GENERAL N PLATE,T'(P. NOTES. lJ 2x BLOCKING AND TRUSS CONNECTION HARDWARE PER J015T N DESIGNER ` SINGLE 2xb EN ►BRED ROOF PRE-ENGINEERED SOLE PLATE SEE PLANS nJ`` WOOD TRIJ55, PROVIDE!INSTALL W GVE ON THROUGH EXTERIOR WALL-PERPENDICULAR FRAMING 5�Pam' T16 APA RATED HAIRS PER�J�PLYWOOD SUBFLOOR DESIGNER,TYP. :3/4 PRE-EN61 NEERFD •Tt6 PLYWOOD PROVDE a HOOD TRUSS. TRU55 DES16NER NOTE: ROOF SHEATHING INSTALL UPLIFT SEE PLANS _ PROVIDE SFAr To t/') APA RATED T66 PLYWOOD TR 55 DESIGNER PER TFZI155 DESIGNER ACCOMMODATE LEDGER SHEATHING LAP SHEATHING PROVIDE AND INSTALL LFLIFT m !I'-11%*MINIMUM ANCHORAGE PER TF46 or DES16NER 1'-0°MAX CONTINUOUS 2xb LEDGER a HEEL OF PRE-EN6INEERED FLOOR VPROVIDE a INSTALL UPLIFT MONO-SLOPE TRUSSES FASTENED THROUGH TRU55E5,SEE PLANS L.V.L.BEAM,SEE PLANS ANGFIORA6E PER TR1155 TRU55 DESIGNER NOTE: SHEATHING AND INTO TR I.)%MEMBERS WITH(2) DESIGNER 1 PROVIDE SEAT TO J'x3xi"SIMP50N 5D5 5GREW5 a 1&'O.G. FASTEN PLYWOOD To ACCOMMODATE LEDGER. REFER TO TRUSS DE516NER15 REQUIREMENTS L.V.L.BEAM W/(2) CONTINUO1,15 2x10 LEDGER a HEEL OF ' 2x LADDER FRAMED RAKE FOR TR1155 FA5TENIN55 TO LEDGER AND WALL ROW5 OF bd NAILS MONO-SLOPE TR1/55E5 FASTENED THROU6H a 4'O.G. SHEATHING AND INTO WALL STUDS WITH(3)#'x6" PRE-ENGINEERED SIMPSON SD5 5GR&6 a Ib'O.G. }°APA STRUCTURAL I RATED HOOD ROOF TRL55 �TO R1J S LLDGCR AND WALL,5 FOR EXTERIOR PLYWOOD SHEATHING. FASTENINGS SHEATHING SHALL EXTEND TO PRE-ENGINEERED TOP OF GABLE END TF2U55 WOOD GABLE _ • END ROOF TRL65 (D\SECTION THROUGH LOW ROOF 05CALE: SECTION AT SHED DORMER 3/4"=1.-O° SEE ARCH.FOR EXTERIOR 3/4"=I'-0" FINISHES,TYP. AL RAKE LADDER FRAME DETAIL AT TRU55E5 J 5AALE:3/4"=I'-O" Y G CAMERA-O'NEILL CONSULTING ENGINEERS J Camera/O'Neill i: PROVIDE AND INSTALL 48'LONG,20 GA 51HP50N COIL STRAP FROM ONE 51DE OF BEAM,5EE PLAN POST,UP AND OVER THE TOP OF THE BEAM, �o ,.��•-•"fIV ram: AND DOWN THE OTHER SIDE.FILL ALL /�G AVAILABLE NAIL HOLES WITH IOd NAIL5. wy "� �•w��f'fir BOTTOM OF P05T SIM,5EE GENERAL NOTE5 of le 4 v 51MP50N PC OR EPC P05T GAP, = t ztzil• z 2 W e 5EE GENERAL NOTES >\v b `" .� if "'0°` 'n ALL PORCH BEAMS SHALL BE POST ..:, o ,U y 4 > a P.T. ALL PORCH BEAMS SHALL BE FASTENED TO POSTS TO SEE PLANS FASTENED TO PO5T5 t0 :C IN. 0 0 0 0 RE515T UPLIFT WITH SIMP50N SABLE END BRACING RESIST UPLIFT WITH 51MP50N SABLE END BRACING "" 0 _ 3 COIL STRAPS,SEE DETAIL GEILIN6/BOTTOM CHORD OF TRUSS COIL STRAPS,SEE DETAIL GEILIN6/BOTTOM CHORD OF TRusS PERMIT SET y PROVIDE SIMPS N H25A SHALL BE FASTENED TO EFFECTIVELY SHALL BE FASTENED TO EFFECTIVELY V r Z ^ BRACE SABLE END WALLS. PROVIDE SIMP50N H2.5A p UPLIFT ANCHORS AT EA fl o\� I TYPICAL DECK/PORCH BEAM STRAP DETAIL o o°� UPLIFT ANCHORS AT EA. o 0 0 o BRACE GABLE END WALLS. Q g•s g�s END OF ALL RODE JOISTS, g g; g g END OF ALL ROOF J015TE g\ g ,c '`,L TYP. s �+,sc SCALE:3/4 I'-O' x s s s a s CONTin U5 TRIPLE 2x10 BEAM(DROPPED) s DTYP > ` GONTI TRIPLE 2x10 BEAM(DROPPED) r- CONTINUOUS 2x10 LEDGER FASTENED PROVIDE SIMP50N LU5210 PROVIDE SIMP50N LUS?I == == == _== = THROUf�H SHEATHING AND INTO WALL = CONTINUOUS 2x10 LEDGER FASTENED FACE MOUNT HANGERS AT - - THROUGH SHEATHING AND INTO WALL ALL ROOF JOISTS,TYP, p_ 10 IST a l - FACE MOUNT HAWSERS AT w 5TUD5 W/Y4'x4Y2'SIMPSON 5D5 SCREWS _A to ISr ®I w STUDS W/Y4"x412•SIMP50N SDS SCREWS O.G(b' N. AI INS) ®16"O.G.5TA6GERED ALL ROOF JOISTS,TYP. OG(8' N. AI ING) Q a I6'O.G.STAGGERED u a PROVIDE d INSTALL N x , PROVIDE t INSTALL \ ' ' `i PAIR OF SIMPSON R_ DTT2Z TENSION TIES _ 1 1 — ------_ --- --- ==— =— I NTI _ ___ --- --- _ D 2Z O _ _ ___ __ � � 7c PAIR OF SIMPSON TENS ES =_= ER ........ TRIPLE]u8 TRIPLE 2x8 TRIPLE 2x8 � TRIPLE 2x8 -TRIPLE 2xb TRIPLE 2x8 \\� I ...TRIPFf 2x8 TRIPLE 2xb TRIPLE 2z8 Lj TRIPLE 2x TRIPLE 2xb TRIPLE 2x& \`� HEADER HEADER HEADER � HEADER HEADER HEADER q\ l!! XZ PRE-ENGINEERED ROOF&IRDER 11 Q INI g� ` w UL `,/ PRE-ENGINEERED ROOF GIRDER NCI \ -DOUBLE ROW OF OTT2Z TENSION TIES _ TRUSS BOTTOM CHORD LIJ% DOUBLE ROW OF DTT2Z TENSION TIES ` TRUSS BOTTOM CHORD - Is l ADJACENT BLOCKING LL ADJACENT BLOCKING u UNIT ;•'.:?; < UNIT / : :................. .......................................... - - ` Lu -- - �-I 2 `; 0-I a o^ 2 Z ;� 7u W J 51.1 �w 51.1 ............... Y`A 2 - PLUMBING LINE LOCATION, 9 2 W `n PLUMBING LINE LOCATION• �� � 50.2 o u� 50.2 uj I"m z�� \ tD0 \� PROVIDE!INSTALL 0. w > d W in> p,0 J �x PROVIDE G IN 57ALL- Q DESISNER,TYP. DE516NER,TYPCN O PRE-ENGINEERED ........:. + - 61RDER TRUS5 OR QUAD PRE-ENGINEERED Z O V M 61RCM TRUSS OR QUAD < N 16' AM n Q -C o t O \ -TAPER BEAM END AS REOV c Q� TAPER BEAM END AS READ LL }Q� TO MATCH ROOF PROFILE ID + .- 2x4 alb'O.G.BEARING h TO MATCH ROOF PROFILE (MIN.DEPTH REMAINING=b") 2x4 a16"O.G.BEARIN6 h Q _ WALL(SHOWN SHADED) �? WALL(SHOWN SHADED) - �? � ' (MIN.DEPTHkREMAININ6=b'J THI5 WALL 15 THE PARTY- WALL BETWEEN UNITS u'Q 2x4 6Ib'OG.BEARING THIS WALL 15 THE PARTY U ® II WALL BETWEEN UNITS �'w 2x4 alb'OG BEARING e O ^ % I �� qp^ O w w v lD�� \�11 LL moo. a Z 0 O O SPAN ENGINEERED GIRDER OR z 0 ItlI 2-SPAN EN6INEERED GIRDER TRUSS OR i ►� w IIII O O z z DOUR Ilb-15"L.VL.BEAM(FLUSH) >. � + Ilbi5'LVL.BEAM(FLUSH) >. 0 ICI /l AN P\-� U410 TAPER BEAM a INI w10 TAPER BEAM INI U ,;; 2 PRE-ENGINEERED GIRDER TT2I/55 OR �\�\ END AS REQb n IIII PRE-EN612'DEEP 1NE82ED 2 AN PRE-ENGINEERED GIRDER TRU55 OR �L\P j J END AS REOV N IIII. U ui Q DOUBLE IIb75'L.V.L.BEAM(FLUSH) P. TO MATCH ROOF INI WOOD TRUSSES w DOUBLE IIb75'L.V.L.BEAM(FLU5H) P 1 TO MATCH ROOF Nu w U Q i PROFILE(MIN. INI alb'O.G. PROFILE(MIN. III 0 < n NTH FASTEN FIRST JOIST THROUGH = ^ DEPTH FASTEN FIRST JOIST THROUGH - y c RJrMAININ6=b') III SHEATHING AND INTO WALL E `. 41 REMAINING=6") II I PRE-BJ61NEfRFD= 5 c SHEATHING AND INTO WALL -� STUDS/RIM W/Y4'x4M2 SIMP50N PRE-EN6INEERFD- STUDS/RIM W/Y♦'x4�'SIMPS�N + -I BIRDER TRUSSTRUSS OR GJAD PRE-ENGINEERED 5D5 SCREWS AT 16"O.G. �f J J J SD5 SGREhS AT Ib'O.C. p 61RDER TRUSS OR QUAD >` GIRDER TRU55 m> PRE-ENGINEERED 0 T -s IIb-I5'L V.L.BEAM(FLUSH) l 1 cl Ilb-155"L/L.BEAM(FLU5W :.... { IK �D 4k4 7 pT 4�4 c ?� u�ilN J TAPERED 2x10 ROOF JOISTS a lb' Zy�h x Q`III r O• w I� w TAPERED 2x10 ROOF JOISTS a 16" ti f O.G.(8'MIN.DEPTH REMAINING) ►�►0' III z AS REQUIRED TO S+ w I K '\ AS REQUIRED TO c�s. `n a / O.G.(8 MIN.DEPTH REMAININ61 x m HANGERS w-'> III HANGERS ��_�-1 � 2K O ww 5: N�III N z 1!14_16! 0w / w GONTINJOUS 2x10 LEDGER FASTENED ww III w NTINUOUS 2x10 LEDGER FASTENEDINDICATESPRO 0 III THROUGH SHEATHING AND INTO WALL / t9 THROUGH SHEATHING AND INTO WALLADJACENT \ KSTUDS W/Y4'x414'SIMP50N 5D5 SCREWS L A JAGENT INDICATES APPROX. IIISTUDS W/Y4"x4Yz'SIMPSON SDS SGREhISUNIT COORD.W/ alb'O.G.STAGGERED UNIT 7 GOORD.W/ARCHJ6.G. a 16'O.G.STAGGERED x O O ;::: :: <>: PRE-ENGINEERED ROOF GIRDER :::......... 4r4.... ERE-ENGINEERED RDOF GIRDER pT 4k "J \P\' ..........'• TRU5 BOTTOM CHORD \µ\P\-p�j OST \ty�-E C ps 4.......... _ O p Z�b TRUSS BOTTOM CHORD 2� - co FASTEN FIRST J015T THROUGI� -FASTEN FIRST JOIST TFIROUC�I I 2 STUDSSHEA/ 1Rr M W/Y4 AND ix4Y� MPSON 2 NTO WALL SHEATHING AND INTO WALL — 50'2 505 SGREh6 AT 16'O.G. 50.2 5TU05/RIM 5GREW5 )Vx4I,T 16"O.C. 2x6®16'O.G.BEARING 2xb alb'O.G.BEARIN6xv U N �J O, N Z J 7. �IIII o IIII � � <PRE IIII - G D O 4INI - G D OVv IIII - .......:................................ ....TRIPLE A.5 L VL•.HEADER .. ............ ty INI _____________________ :.......:......:.::..:..........................._..TRIPLEA.S••L,VL•,.HEAD€R. :' IIII ww INI ........ •_____________________ 1714 Np � w J� � � � \_\K •:. � No _ TRIPLE 2>Sb HEADER TRIPLE 2,8 HEADER TRIPLE 24$HEADER TRIPLE.2.Q HEAD Y 3 3 51.1 51.1 A SECOND FLOOR FRAMING-WITH ELEVATOR (13: SECOND FLOOR FRAMING-WITHOUT ELEVATOR _ SCALE:1/4`=I'-O' _ SCALE:1/4"=1'-O' C) PLAN NOTES: PLAN NOTES GONT.: I. #J-#<JACK AND KING STUDS SHALL BE SAME DIMEN510RAL STUD LUMBER AS ADJACENT STUD5.(I e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6ED T06ETHER IN ACCORDANCE WITH MANUFACTURER'S FULL-HEIGHT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING GORE. HIGH 10. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6ED TOÐER IN ACCORDANCE WITH MANUFACTURER'S 2. -INDIGATES 5IMP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMPSON HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING GORE. SHALL BE INSTALLED PER MANUFACTURERS 5PEGIFICATION5 WITH THE MAXIMUM FASTENER 51ZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING GORE FOR GONNECTION5 NOT SPECIFICALLY SPECIFIED ON PLANS. 3. "LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE)4'THICK'5PRIN6FIELD"GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, CN AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLE55 OTHERWISE NOTED ON PLANS.ALL HEADERS 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 SIN6LE JACK STUD 6AN6ED TO A DOUBLE KIN&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-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL b. REFER TO&ENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 7. ALL FULL-HEIGHT COLUMNS WHIGH PA55 THROUGH FLOOR OR GEILIN6 FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIREGTIONS. 14. ALL TRIM,SOFFITS,RAKES.EAVES.5RAGKET5.6UTTER5.CORBELS.BUILD-OUT5.PAD-OUTS,AND ALL OTHER APPLIED 5. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,"SQUASH BLOGK5',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. CAMERA-O'NEILL CONSULTING ENGINEERS LADDER FRAMED RAKES NOTE ,;AEI„•.?.„ Porn.--,- 0 LADDER FRAMED RAKES ARE NOT SHOWN Camera/O'Neill .,l'S� 'r FOR CLARITY.REFER TO DETAILS 4/51.1 FOR ADDITIONAL INFORMATION TRUSS DESIGNER NOTE �G J Y,�'?�' TRU55 DESIGNER 15 RESPONSIBLE FOR 1• SPECIFYING ALL CONNECTION AND / � `• �C` UPLIFT HARDWARE.TRU55ES SHALL BE ' t 9 DESIGNED TO MEET ALL BEARING . _•$ REQUIREMENTS.APPROACHES TO i �,}✓��''�� ,,..�.`. � Z Z L++ c� ACHIEVE REQUIRED BEARING INCLUDE, �++O 0 3 BUT ARE NOT LIMITED TO,BEARING (� v)- J ENCHANGER5,ADDITIONAL TRU55 PLIES,DIFFERENT MATERIAL5.ETC, w,:-:�_" >a� Ge o uj g_ = `�S GENERAL NOTES FOR ADDITIONAL _-.C' O ►- o -c SEE REQUIREMENTS/INFORMATION U s �a PERMIT SET U z oc U TRUSS BLOGKING Q GABLE t3JD BRACING PROVIDE AND INSTALL SOLID BLOCKING EA.SIDE OF ALL RIDGES, GABLE END BRAGIN6 CEILING/BOTTOM CHORD OF TRU55 VALLEYS 3 HIPS AND AT ALL EAVES CEILING/BOTTOM CHORD OF TRUSS SHALL BE FASTENED TO EFFECTIVELY TO SUPPORT AND FASTEN SHEATHING I I Lam.'' SHALL 8E FASTENED TO EFFECTIVELY BRACE GABLE END WALLS. PANEL EDGES SEE GENERAL NOTES BRACE GABLE tldD WALLS. �S i1� FIRST RAFTER/FIRST TRUx !�Y `• -----___--�� TPATPL] �_1PL 2xb_`__--- FASTEN FIRST RAE'TER/1RU55 THROl1GH TPL 1x4 -TP1_;x� - ---------- -- - - --- ---- HEADER HEADER HFADH2 --- SHEATHIN6 INTO WALL STUDS/TKU55 HFAD132 HEADER HEADER _=- - - --- - MEMBERS W/4"x45/y'54MPSON 50W i 5CREW5 AT Ib'O.G.STAGGERED (UNLESS OTHERWISE NOTED) - -_-- - - PRE-EN611IEERED WOOD GIRDER TRU55 _ - --- PRE-EN6IE�RED Nl7pD -- GIRDER TRU55 :.................. _.............. ... - �g I w •.���IIII: � i E��I�I z 2 2 SI.I 51.1 w 1 SUN T N;Iill IiI AD iAGExT 7 _ 1 UNIT 7 / TRU55 /K �BLOGKIN5, /Z. BLOGKIN5, 0-4 O i SEE NOTE /K SEE NOTE O _ N BLOCRUSS� W w / z W ICI 011 SEE NOTE a yy IIII I •v �NOTE a v C N w Q N fY I p —° IIII. p LL O NTFJJ5 49 {!V�� BLOCXIN65 w p IIII BLOGRUSS � w IIII LO NOTE w c� O O z z 5�NOTE u COORD.ELEVATOR w yi i w /r 4' U J ui OVERRUN W/ARGHL DW65. , , w U Q o V) o Lu Jill GONTI 2xIO OF E .. 2x10 ROl16H :. GONT1 I i MONO-5L F TENHP,TROUGH MONO-5L PE FA STUDS:WITH(3) $ WITH(3) f'xb•51 .SON SIDS ®Ib'O.C. REFER T TRU55 1�516 EE 5 REQl11REMENTS REFER S1 N SD5 ®I O.G. LEp� REi�R T TRUS'S D6NE 5 R�IREMENTS Y 33 FOR FA5TENW65 T AND FOR 5 FASTEN�165 T L R AND Z 10 oc IIII i GOORD.AT nC. IY FRI-ENGINEERED WOOD GOORp.ATTIC PRE-EN61NEERED WOOD v ACCESS DIMENSIONS --- AGGE55 DIMENSIONS O W/ARLH'L DVJJG55. PRE-EN61 ---------- - --- W/ARCHL DID. O Lo PRE-ENGINEERED GIRDER TRU55. / PRE-EN&INEE�RED GIRDER TRUSS z LADJACENT x TO L TO ", UNIT 7 SUBSTRATE FOR SHEATHING __ I ADJACENT 7 �65TRATE FOR SHEATHING I - � J N F TENIN6.FASTEN TO Tw%TOP 7 DESIGNER NOTE. UNIT ` 51.1 F TENIN6.FASTEN TO TM65 TOP TRU55 DESIGNER NOS SCREWS®Ib°O.G.STAGGERED TRUSSES`SHALL INGLUDE p'v SCREWS®Ib'OG.STA66ERID p• = W N 'ay N I TRUSSES SHALL INCLUDE .r 011 CHIMIEY WALL 6EOMETRY w I I CHIMNEY WALL GEOMETRY w N r PRE-EN6INEERED SPECIAL Y'TRU55 PRE-EN61 SPECIAL 'G 'TRUSS z I 1 PRE- = c _ _ N ' " PRE-ENGINEERED ,"' � - -- - -- --JENC71NERED a HIP TRU55 PRE-EN61NEH2ED -10 TRIPLE 2xB HEADER OD 6 4'OG. EN51 R132 SL HIP TRU55 ` TRIPLE 2x8 HEADER OD B 4'O.G. ARGHITEGTURAL ARGHITEGTURAI_ •< EMBELL15HME NTS BY OTHERS COORDINATE WITH EMBELLISHMENTS BY OTHERS ARGHITECTURAL DRAWINGS CONTINUOUS 2x8 LEDGER®I-EEL OF TRU55� COORDINATE WITH MONO-SLOPE TRUSSES FASTENED TRUSS DE-516NER NOTE` �OCKIN5. ARGHITEGTURAL DRAWINGS CONTINUOUS 2x8 LEDGER®HEEL OFJ TWl�y5 DESIGNER NOTE: 'K�� THROUGH SHEATHING AND INTO WALL PROVIDE SEAT AT c�NOTE 3 MONO-5LOPE TRL15SE-5 FASTENED BLOGKIN6, - TRU55 HEELS TO THROUGH SHEATHING AND INTO WALL PROVIDE SEAT AT c�NOTE 3 5TUD5 WITH(2)}'x5lj"51HP50N 505 51.1 TRUSS HEELS TO SCREWS®I6'O.G. ACGOMMODATE STUDS WITH(2)J'x�V2 51MP50N 505 51.1 x REFER TO 9GREI DESIGNERS LEDGER. SGRENS B V O.G. ACCOMMODATE - TRUSSLEDGER. REFER TO TRUSS DESIGNER'S REQUIREMENTS FOR TRU56 FASTENINGS REQUIREMENTS FOR TRUSS FASTENINGS TO LEDGER AMID WALL. TO LEDGER AND WALL. - O ROOF FRAMING-WITH ELEVATOR SCALE:I/4"=1'-0" B ROOF FRAMING-WITHOUT ELEVATOR • SCALE:I/4°=I'-O" CAMERA-O'NEILL CONSULTING ENGINEERS Camera/O'Neill N IrT. Ljt Y AZ Z W Or 3 Lu 22 r�4- °.• /p�9 yI'l= j'J >tSf.:•A oc p W a o p o O = C) PERMIT SET Z oc U Q - -- AT WALKOUT BASEMENT OPTION,PROVIDE'STI" STRAP HOLDOWN5!N LIEU OF"1-42"HOLDQWN5 AT FIRST FLOOR rRAMING `,LTI TI `,�TI �T TI H4 H4 H2 H2 H2 H2 H2 H2 .5W1 SWI 5m :: N Z 0 H 1 W W, 0 N 04 ;. 000 . Q } J Q V 0. � O Q� N Q �= w O O z = z z THIS SHEARWALL IS THE •• `. 0 Q ...................................................................� PARTY WALL BETWEEN UNITS /> N 0 i 0. HII HII L SW3 0 Z 0 O c 0 U-) L� >` 3. m r— r— � _ ; USN _ � o-, N _ 0 s00, z J V) ry ..:........................................................................ ` (DFIR5T FLOOR 5HEARWALLS a BASEMENT SHEARWALLS-WALKOUT BASEMENT OPTION SCALE:I/4°=1'-O° a J SCALE:I/4"=1.-O° Y SHEARWALL SGHEDULE SHEARWALL PLYWOOD 5HEETROCK WALL 5TUD5 BLOGKIN6 NAILING HOLDOWN NOTES: IU TAG FACE FACE o PANEL E06E5 ®ED6E57 PANEL EDGES I. ALL THREADED ROD HOLOOW45 SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT SWI OUTER INNER SINGLE 2x BLOCKED 8d®6"O.G. •AGC.ORDANGE WITH MANUFACTURER'S REQUIREMENTS.2. ALL MULTI-PLY WALL STUDS FASTENED TO HOLDOWNS SHALL BE GANGED TOGETH ER IN AGCORDANGE WITH BUILDING CODE AND GENERAL NOTES. SW2 NONE INNER SINGLE 2x BLOCKED b SCREWS®4'O.G. 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,'STI'STRAP HOLDOWNS SHALL BE EXTENDED THROL16H FLOOR SHEATHING AND FASTENED TO SW3 BOTH BOTH DOUBLE 2x 4 BLOCKED 8d®3"O.G. BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING AS REQUIRED.SEE TYPICAL SHEARWALL INFORMATION.DETAILS FOR FURTHER 4. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDER61ROUND UTILITIES,PIERS,FOOTIN65,SLABS,AID ALL OTHER ITEMS HOLDOWN SGHEDULE SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWING PRIOR TO HOLDOWN CONSTRUCTION. ID TAG SIMPSON HOLDOWN FASTENERS THRRROADDED 5. PROVIDE AND INSTALL HORIZONTAL 4'x&'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRUSS.TH15 PLYWOOD TIE PANEL SHALL BE ON PLAN MODEL a FASTENED TO: TO FRAMING DIAMETER EMBED.INTO FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH bd NAILS®6'O.G.(3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE CONCRETE PRE-ENGINEERED WOOD RIM TRUSS TOP CHORDS,BOTTOM CHORDS,AND RIBBON JOISTS W/bd NAILS®6"O.G.AND TO THE TRU55 VERTICAL MEMBERS H2 HDU2-SD52S DOUBLE WALL STUD SDS SCREWS 5/8"DIA. 12' WITH bd NAILS®6"O.G.(3 NAILS PER VERTICAL MEMBER).TH15 PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH bd H2 HDU2-5D525 DOUBLE WALL STUD SD5 SCREWS 5/8"DIA. 12" NAILS®b"O.G.(3 NAILS Pff2 STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH bd NAILS a 6'O.G."EXCEPTION:PLYWOOD PANEL SHALL HII HDUII-5D52.5 5.25"x5.25'PSL POST SDS SCREWS I°DIA. 12'BE FASTENED TO EVERY FULL HE16HT KING STUD AND JACK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)bd NAILS(5 EACH KING AND JACK) 5TI G5-20x54'LONG DOUBLE WALL STUD (28)IOd NAILS ABOVE AND BELOW RIM GENERAL NOTES: GENERAL NOTES: 1. THE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC TO SHOW THE OWNER'S INTENT AND THE MECHANICAL EQUIPMENT LOCATIONS.ALL EQUIPMENT AND 9• BRANCH SUPPLY AND RETURN GRILLES SHALL HAVE VOLUME DAMPERS TO BALANCE F ACH AIR GAS Fl RNACE W SPLIT AIR CONDITIONER SCHEDULE ACCESSORIES ARE SHORT'APPROXI\fATELI'AND SHALL.BE INSTALLED CONSISTENT WITH JOB DEVICE OUTLET. LABEL(ID) MAKE \fODEL(IN'DOOR UNITS INPUT OUTPUT COIL HP BTUH BTUH VOLT PH A\1PS FUSE MODEL \10DEL(OUTDOOR) TON SEER VOLTAGE PH \iCA MOCP NOTES CONDITIONS AND APPLICABLE CODE REQUIREMENTS.THE HV'AC CONTRACTOR SHALL PROVIDE ALL 10. ALL DUCTWORK ELBOWS AND TEES SHALL HAVE TURNING VANES INSTALLED TO MINIMIZE STATIC AHU-I/CU-1 HEIL N9\iSE1002120A 3 4 100.000 97.000 115 1 14.6 20 EDM4X48L21 NNXA648GKA 4.0 16 208 230 1 26.1 40.AAfP SEE NOTE 1 Z Z"' o LABOR AND MATERIALS NECESSARY FOR A COMPLETE WORKING SYSTEM AND ALL REQUIRED PRESSURE UROY. W j 40 0 OD V� TESTING OF THE MECHANICAL SYSTEMS.THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE 1 1 THE MECHANICAL CONTRACTOR SHALL_BALANCE THE HV'AC SYSTEM PER THE AIR FLOWS LISTED. H >o o�o. FOLLOW ALL RAN'GF HOOD EXHAUST DUCTWORK INSTALLATION REQUIREMENTS.THE RANGE NOTES:1.PROVIDE SPLIT SYSTEMS WITH HIGH LOW PRESSURE SAFETIES.TXV VALVE.CONDENSATE NEUTRALIZER KITS.CONCENTRIC ROOF VENTS&7 DAY PROGRAMMABLE THERMOSTATS. 0 u+U air FOR PERMIT COSTS. 2.PROVIDE AUXIL.ARY DRAIN PANS 0 uj o$ p v 2. THE IMECHAN'1CAL INSTALLATION SHALL MEET ALL THE REQUIREMENTS OF THE ALR HORITI' EXHAUST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE WALL GALVANIZED p _ -„_a N AIR DEVICE SCHEDULE U 3 HAVING JURISDICTION.IT SHALL ALSO MEET THE 2020 MECHANICAL CODE OF N'EW YORE:STATE. STEEL OR STAINLESS STEEL DUCTWORK.THE DLICTW'ORK SHALL HAVE A SMOOTH INTERIOR x U �z � 2020 RESIDENTIAL CODE OF NEW YORK STATE.2020 BUILDING CODE OF NEVI'PORK STATE.2020 Fl EL SURFACE.BE AIR TIGHT AND BE EQUIPPED WITH A BACKDROP DAMPER. LABEL(ID) MAKE MODEL SIZE NECK CF\f DESCRIPTION NOTES ^ r) GAS CODE OF NEW YORK STATE.2020 ENERGY CONSERVATION CODE OF NEW YORLK STATE AND 2020 12 DRYER EXHAUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR 0.016-INCH MINI\fU\I THICK\1ETAI CD-1 HART&COOLEY AG82\4 12�Ti 7"Q SEE PLANTS 2-W'Al'CEILING SUPPLY DIFFUSER - Q FIRE CODE OF NEVI'YORK STATE. DUCT 4 INCHES IN NOMINAL_DIAMETER AND SHALL MEET THE RFQUIREMENTS OF SECTION hi1502 FG-I HART&COOLEY 421 12\T) 7" SFE PLANS FLOOR DIFFUSER Q COORDINATE FLOOR GRILLE COI OR 3. THE MECHANICAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL DRAWINGS AND SITE TO CLOTHES DRYER EXHAUST OF THE 20091NTERNATION'AL RESIDENTIAL CODE.INSULATE DRYER "l,�1 tilt", RR-1 HART&COOLEY 661 12x12 SEE PLANS WALL RETURN GRILLE ���" EXHAUST DUCTWORK AS REQUIRED TO PRFVENT CONDENSATION.PROVIDE COMBUSTION.AIR � p�Nei '�� FULLY INFORM ITSELF OF ALL CONDITIONS. RR-2 HART&COOLEY GG I 24x14 _ SEE PLANS WALL RETURN GRILLE M rG'� OPENINGS IF REQUIRED PER THE DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS AND ;' F;• q 4. THE MECHANICAL CONTRACTOR SHALL.BE RESPONSIBLE FOR PROVIDING ALL.CONDENSATE DRAINS REQUIREMENTS. RR-3 HART&COOLEY 661 24x12 SEE PLANS CEILING RETURN GRILLE E• x'' 5. THE MECHANICALNICAI.CONTRACTOR SHALL PROVIDE A TRAINI\G APPLICABLE CODE RE WALK THROUGH WITH THE OWNER Q b i AND GENERAL CONTRACTOR TO DISCUSS ALI.HVAC COMPONENTS AT THE CONCLUSION OF THE 13 ALL GAS APPLIANCES SHALL BE INSTALLED AND VENTED PER APPLICABLE CODE REQUIRE\TENTS NOTES:1.COORDINATE AIR DEVICE LOCATION.QUANTITY.THROW.SIZE.AND CFILING Tl'PE HARDWARF BEFORE ORDERING 14 APPLIANCES WITH IGNITION SOURCES LOCATED IN THE GARAGE SHALL BE PROTECTED FROM 2.EXAMINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES PROTECT. 3.PROVIDE VOLUME DAMPERS AT BRANCH CONNFCTIONS TO MAIN.BALANCE PFR CF\1S LISTFD DA\IAGE AND BE ELFVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES ,, 1;`::''' ` G. THE MECHANICAL CONTRACTOR SHALL SUBMIT O&\f MANUALS AT THE CONCLUSION OF THE 4.PROVIDE BOOT WITH ADJUSTABLE DAMPER IN NECK ;' '` .'~ PROJECT. ABOVE TIE,FLOOR Sl RFACE ON WHICH THE EQUIPMENT OR APPLIANCE RESTS. 7. INSTALL ALL EQUIPMENT AND ACCESSORIES PER THE MANUFACTURER INSTRUCTIONS.ALLOW THE 15 COORDINATE THERMOSTAT LOCATION WITH OWNER.LOCATE THERMOSTAT AWAY FROM WINDOWS. MANUFACTURERS RECOMMENDED CLEARANCE AROUND.ALL COMPONENTS.IF TFIE CONTRACTOR EXTERIOR WALLS.I4FAT SOURCES.AND SUPPLY AIR DEVICES. EXHAUST AND SUPPLI'FAN SCHEDULE FORESEES OR COMES ACROSS ANY INSTALLATION CONCERNS HE SHALL NOTIFI'THE ARCHITECT LABEL(ID) MAKE MODEL CF\I S.P. VOLTAGE PH ANIPS I WATTS DISCHARGE NOTES FOR A RESOLL71ON EF-1 PAN'ASONIC FV-05-11 VLSI 80 0.2" 120 1 0.16 - 4" SEE NOTE 1.13.4 8. ALL SQUARE AND RECTANGULAR DUCTWORK TO BE SHEET METAL LINED OR WRAPPED WITH HEF-I FAN TECH FG 12 EC 600 0.3" 120 1 - 12" SEF NOTE 1.2.3.4 INSULATION TO HEFT CODE RFQUIREMENTS.DUCTBOARD OPTIONAL.ROUND DUCTWORK TO BE SF-1 FAN TECH FG 12 EC G00 0.3" 120 1 - 12" SEF NOTE 5.G.7 METALW'RAPPFD WITH INSULATION TO MEET CODE REQUIREMENTS.FLEXIBLE DUCTWORK SHALT Z BE PERMITTED PROVIDED THAT DUCT LENGTHS SHALL BF LIMITED TO 14,MAXIMUM.ALL EXHAUST NOTES I EXHAUST FANS SHALL HAVE BACK DRAFT'DAMPERS. O AND INTAKE DUCTWORK SHALT BE METAL.WRAPPED WITH INSULATION AND VAPOR BARRIER TO 2 PROVIDE WITH ANT NECESSARY DUCT TRANSITIONS&MOUNTING HARDWARE _N 3 LN'SU.ATF ALL EXHAUST DUCTWORK IN UNCONDITIONED SPACE TO PREVENT CONDENSATION. 1 MEET CODE REQUIREMENTS 4.PROVIDE WITH ALL ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. w 5.IN'TERIOCK WITH OPERATION OF KITCHEN HOOD 6.PROVIDE WITI-I CONTROL WIRING FROM CONTROL PAN'EI IN BASEMENT TO ATTIC SPACE FOR FUTURE DUCT DATER. 7.PROVIDE WITH CONTROLLER.MOTORIZED DAMPER FAN WITH EC MOTOR AND.-kLL OTHER COMPONENTS TO MAKE A COMPLETE SYSTEM ELFCTRIC W:U_1,IIEATER SCHEDULE Q CV NOMENCLATURE I aBEL(ID)MAKE MODEL CFIM JHTR WATTS I VOLTAGE I PH AMPS i NOTES Q WH-I QMARK CWH-1202 65 1 1.000 240 I 42 SEE NOT£1.2.3 N �}+ UNDERCUT DOOR V NOTES:1.FURNISH WITH INTEGRALTHERMOSTAT. V) 4-- 2.FURNISH WITH DISCONNECT. LLJ I-11 3.PROVIDF WITH ALL NECESSARY HARD WARE. F- r- EXHAUST FAN 0 V i Z Lu N J -0 ® FLOOR OR CEILING SUPPLY DIFFUSER Q W E ULu Z � RETURN GRILLE Z Z r 1 O Z MANUAL VOLUME DAMPER U U W wZ Q � < CC � L Q u p-_ MOTOR OPERATED ZONE DAMPER OTHERMOSTAT 0 0 ` N m 0 I U L0 N 0 N Z 0 E 0 �O Z zsu 47O EcD W )c O o y C co V Q !—yf j0 CP CWCU QF ;; - cc C p t 0., O __ ;a N U a3i U V ^Z U Q 4s. e) Fy� 11 ralY C� 7" 7" 7"+ 7" CD-I 75 CFM 77"HONEYWELL vi FRESH AIR O DAMPER so 7"f > w 7" 7"f Z CN O Q N CD-I CL 50 CFM CD-I Q 75 CFM O 4"Q EXI•I UP 7"f MAIN SUPPLY&RETURN O - L TRUNKS WILL NEED SOFFITS J O 12„f IN THE FINISHED AREA u- 12"1 Z (1) �I EF-1 z o 7--f O Lu Z 7"+ � c)Q w U m I F— w U Q 0 C RR-I Al 200 CFM (D. C lo° C 7"f IWO �` O O I Gx 10 SUPPLY& ZE N RETURN UP 12"0 BYPASS ^' W/DAMPER W HONEYWELLr-- W8150 FRESH AIR CONTROLLER r 1 Lo r7l 2ta\1 N AHU-1 1 Gx 10 2ND FLR J N 7_ONF DAMPER 10"0 BASEMENT 7 W ZONE DAMPER L I6x10 1ST FLOOR • ZONE.DAMPER 7°f N 7"9 —� �O 1 UNIT TV BASEMENT PLAN W/WALKOUT M-1 SCALE:1/4"=1'—0" Lu wo W Z j v O o y C co U v y >o O0 [P C W U Q K- O W C.. O 0 0 ~ OL u s m U I\Z U Q cm CE� cm CHO �Nll\71 N�/JA� FG-1 FG-1 FG-1 FG-I C CF CD-1 5 130 CFM 130 CFM 100 CFM 90 CFM 0 CFM 50 CFM FRESH AIR INTAKE 7"4 EF-1 7„4 7"0 FRESH AIR DN KITCHEN HOOD W/ C 1 INLINE EXHAUST 7 50 CFM `n z IN ATTIC.INTERLOCK Q EXHAUST FAN WITH MAKE EF-1 so UP AIR FAN. CD-I �!—,. w 50 CFM 4 � -r 7"4 Cu-1 INLINE HOOD EXHAUST V) L.0 TON FAN IN ATTIC.(I IEF-1) 4"0 EXI I DUCT Q 0 10"4 EXH UP TO ROOK J CN CN CL N 10"4 KITCFIEN HOOD EXI I UP Io" 4"0 EXH DUCT UP T}-emu O ROOF O �\ 7"0 EXH DUCT J 4"4 EXII DN VVH-1 7"0 EXII DUCT LL _ FG-1(WALL) CD-I 0 50 CFM ��2x8 STUD WALL 00 EF-I FOR RFTURNS 90 CFM Z E ^+ O I I T I RR-2 a _ FG-1 850 CFM ^ Q =r 7 4 LLJ � O FG-I \ Z 4" EXI I DUC7—� 50 CFM X = O V) 14x 14 MAKE ® 55 CFM® :+: w 4"0 EXH DUC7 � � w ►�- Lu UP AIR U F— J w Q Q 4"b EXII DUCT � SF-. p — N 4.4 DRYER ui � Q EXI IAUST UP LL- MOD THRU ROOF V4�71)EXI-I UP s RR-3 FG-1 410 CFM 60 CFM 14x 14 FRESI I O2 ® AIR FROM ABOVE DRYER BOX Z 7"4 e ~ • CD-1 CD 50 CFM 4 50 CFM V O � N 14" 4 --- LLJ 16x10 SUPPLY& RETURN DOWN • 14"4 I 16x10 SUPPLY&RETURN r 1 a) Lo DUCT UP&DOWN v (N 7"4 _ � N z c: °_' CD-1 100 CFM cn FG-I FG-I 110 CFM 110 CFM 1 UNIT TV FIRST FLOOR PLAN M- SCALE:1/4"=1'-0" 2 UNIT TV SECOND FLOOR PLAN M- SCALE:1/4"=1'-0" z z Ui LU09 j Q O C[D U� H y r >0 C P C W U Q d' O1 O I=C W C t 0 0 cl d U = L 33: U ^Z U Q �Nid�ururv�'ki �:•'e)c Z O W I0"0 I IOOD EXI I W/CURB&CAP C) z o Q N J 0---10"4 BATH EXI-I CL .� TERMINATE W/ L.L. } ROOF CAP 0 NOTE:ALL ROOFTOP PENETRATIONS 0 C)SHALL BE TI-IROUGI I FLAT ROOF AREA � — J U 0 —4"f DRYER VENT.TERMINATE — \ O WITH ROOF CAP. ZO Z Z Q C _ U Lij LU FL, J F- N LU Q o V) o 660 CFM INTAKE CURB AND CAP Z 0 0 L N r 0 ' Lo - I I 0 N c: - 0 N F- � _z °' c 0 1-O 1 UNIT TV ROOF PLAN M-3 SCALE:1/411=11-0" ELECTRICAL SYMBOLS 0 RECESSED DOWN LIGHT OSURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE 0 AMPS 200 LINEAR STRIP LIGHT �f•1 WALL MOUNTED DOOR CHIME PUSH BUTTON TYPE M L O ��JJ MOUNT 48"MAX AFF O WALL MOUNTED TWO TONE DOOR CHIME PHASE/WIRE 1/3 MOUNT T-0"AFF L) Q SINGLE POLE WALL MOUNTED SWITCH VOLTAGE 120/240 `P MOUNT 48"MAX AFF U N O Z Z W P Q 3 THREE WAY WALL MOUNTED SWITCH A I C. 22,000 gn °C C 00 U `P y�� CN MOUNT 48"MAX AFF U N O y►- >o $4 FOUR WAY WALL MOUNTED SWITCH, O Lu U Q o! CIR TRIP MOUNT 49'MAX AFF U N O NO NO TRIP CIR oe p o o c o NO AREA SERVED AMPS A W G POLES POLES A W G AMPS AREA SERVED NO O O 120v,MULTI-STATION SMOKE ALARM V = t WITH 9VDC BATTERY BACKUP LIGHTING BSMT(FINISHED) 20 20 LIGHTING BSMT(UNFINISHEDIUTILITY) V r�Z 6 co 120v,MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES BSMT(FINISHED) AFCI #12 1 1 #12 AFCI RECEPTACLES BSMT(UNFINISHED/UTILITY, 2 ac v WITH 9VDC BATTERY BACKUP _ ELECTRIC POWER PANEL g RECEPTACLES MEDIA PANELS(BSMT) AFCI 20 912 1 1 EP #12 20 AFCI RECEPTACLESDEDICATED GFI ()HROOM 4 MP uuiu,Nn� 0 MEDIA(TEL OR CATV)PANEL LIGHTING STAIRS.MUDROOM(1st),BATHROOM(1st) 20 20 RECEPTACLES 1st FLR BATHROOM '° C'•N jf 114 5 CLOSETS(1 st&2nd),HALL(2nd),LAUNDRY(2nd) AFCI #12 1 1 #12 AFCI DEDICATED GFI(1) 6 q,�`P M fEj;�'a,s a JUNCTION BOX DUPLEX RECEPTACLE,MOUNT 18"AFF U N O LIGHTING GARAGE 20 20 LIGHTING ENTRY,FOYER&DINING 7 RECEPTACLES GARAGE GFI(2)&GDO AFCI #12 1 1 #12 AFCI RECEPTACLES ENTRY,FOYER DEN&EXT GFI(1) 8 -: b DUPLEX RECEPTACLE ONE SIDE SWITCHED MOUNT18"AFFUNO ,�•�1 '''?+-�..'' ��'` LIGHTING LIVING&DINING 20 20 LIGHTING W M ROOM 4i,_�•••...• �` (m 9 #12 1 1 #12 10 RECEPTACLES LIVING,FP,DINING&MUDROOM AFCI AFCI RECEPTACLES W M ROOM&EXT GFI(1) 'Y •ti''+1••t,,\ GFI DUPLEX RECEPTACLE.MOUNT 18'AFF U N O "•..,,•.. DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 LIGHTING KITCHEN 20 #12 1 1 #12 20 RECEPTACLES KITCHEN COUNTER 12 RECEPTACLES KITCHEN(GENERAL) AFC, AFCI TELEVISION OUTLET.PROVIDE WITH RG-6 CABLE TO 20 20 aTV 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 INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING 15 RECEPTACLES DW&GD(OPTIONALi AFCI #12 1 1 #12 AFCI RECEPTACLES RANGE 16 XXX ELECTRICAL SERVICE REFERENCE MECHANICAL AND'OR PLUMBING vi Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS LIGHTING REAR PATIO 20 20 O PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 RECEPTACLES REAR PATIO GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES LAUNDRY&HALL(2ndl 18 N C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER LIGHTING M BEDROOM,CLOSET&M BATHROOM 20 20 RECEPTACLES M BATHROOM � INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 #12 1 1 #12 20 Lu KI 12"MAX BELOW COUNTER RECEPTACLES M BEDROOM&M BATHROOM AFCI AFCI DEDICATED GFI(2 GFP INDICATES GROUND FAULT PROTECTED LIGHTING BEDROOM#2 CLOSET 20 20 LIGHTING BEDROOM#3 CLOSET&BATHROOM(2nd) WP INDICATES WEATHER PROOF ENCLOSURE 21 RECEPTACLES BEDROOM#2 AFCI #12 1 1 #12 AFCI RECEPTACLES BEDROOM#3 22 GD INDICATES GARBAGE DISPOSAL RECEPTACLES BATHROOM(2ndi 20 20 Lu N DW INDICATES DISHWASHER 23 #12 1 1 #12 RECEPTACLES DEDICATED WASHER&DRYER 24 L Q Q R INDICATES RANGE DEDICATED GFI(2) AFCI AFCI O CV REF INDICATES REFRIGERATOR 25 LIGHTING ATTIC 20 #12 1 26 Z HD INDICATES RANGE HOOD FUTURE MAKEUP/SUPPLY FP INDICATES FIREPLACE RECEPTACLES HEF-1&SF-1(ATTIC) AFCI 2 #6 50 Q- DUCT HEATER(ATTICS D INDICATES DRYER 27 28 Z Q i WH-1 WALL HEATER 20 #12 � L1J Q N W INDICATES WASHER (W M ROOM) (D INDICATES GARAGE DOOR OPENER,RECEPTACLE IN CEILING, 29 CU-1 30 W Z GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH 2 #8 40 OUTDOOR AC J Q Lu E SIDE OF INTERIOR DOOR CONDENSING UNIT J() Z Q) 31 HWH-1 32 Q LU O O GENERAL ELECTRICAL NOTES ELECTRIC HOT WATER HEATER 30 #10 2 (BSMT UTILITY) t #12 20 AHU-1 GAS FURNACE(BSMT UTILITY) 34 0-0 Z Z 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL BUILDING,FIRE,FUEL GAS,AND ENERGY 33 CONSERVATION CODES OF NEW YORK STATE 2020 NATIONAL ELECTRIC CODE AND ALL APPLICABLE C U= J LOCAL CODES AND/OR AMENDMENTS 35 SE-1 SEWAGE EJECTOR PUMP(BSMT UTILITY) 2C #1 #12 20 MAKE-UP AIR CONTROL PANEL 36 U LL Q Q 2 ALL MATERIAL SHALL BE NEWAND U L OR EQUALLY APPROVED w J U � � N Q W 3 PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED VOLTAGE 37 SPARE SPARE 38 PHASE AND CIRCUIT NUMBERS 4 ALL SERVICE AND FEEDER CABLE TO BE 600V 1/C THHN/THWN COPPER OR EQUIVALENT SIZED 39 SPARE SPARE 40 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 MAYBE SCHEDULE 40 PVC 6 CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT Z CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND 7 TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS = ,L 8 ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS O ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH (D O 9 ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT TYPE 3R MODULAR L N GROUNDING METER STACKw,BREAKERS ,3W W • 10 CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE TERMINAL SERVICE BOXES (3)120r240,200A,1P ON EXTERIOR OF BLDG WIRED PRIOR TO WIRING OR ROUGHING IN PER SERVICE PROVIDE7R TERMINAL BOX 11 ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE REQUIREMENTS 120/240 V O O Lo AND AMPERE RATING TO SUIT EACH FUNCTION 400 A PANEL ^^`` 1-P 3-W UNIT'C2 W 120/240.200A.1 P,3W N 12 ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY CATV TEL O M L O.TYPE 1 RATING TO SUIT EACH APPLICATION MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10,000 AMPERES RMS.U L SYMMETRICAL UNLESS NOTED OTHERWISE ALL BUS BARS ARE TO BE COPPER UNIT'A J N (1)2"CONDUIT 13 ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION ALL SYSTEM WIRING NOT #6 CU GROUND MP-CATV MP-TEL 0 O WITH(3)#3/0 CU 7 CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL L SERVICE GROUND UNIT'C1' •- 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 UNIT C t E 15 ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE _ CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48"AFF 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 CATV DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS (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 00 CU GROUND(IF#600 SERVICE TEL _ TO BUILDING METAL WATER PIPE 19 A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH CONDUIT WITH #6 CU GROUND TO DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT 2)CA 1 1"COND NDT5E CABLE 3/4"x8'GROUND ROD SECTION/S FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL 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-COI SERVICE DIAGRAM 1 ELECTRICAL POWER DISTRIBUTION DIAGRAM 21 AFCI PROTECTED CIRCUIT BRANCHES MAY UTILIZE AN AFCI TYPE RECEPTACLE IN A METAL BOX AS E-0 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 TYPEi TO THE PANELBOARD 22 ALL WEATHER-PROOF i WP!RECEPTACLES TO BEAN ENCLOSURE THAT IS WEATHER-PROOF WHEN ATTACHMENT PLUG IS INSERTED 23 PROVIDE FIRE STOPPING AT A!-,F,RE RATED ASSEMBLY PENETRATIONS SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES zzW EP W OC N O O in C co V v P..y H j O [O CuuU QM °CCU p o Dv O - a c U s r 3 U nZ o oe U Q WP - r UNFINISHED UTILITY 1 —_-----J 1 1 I O j I II Lu I � / I FINISHED I TEL D I BASEMENT I z NO d TV I I Q C) CN 1 1 C EF C( `p o WALK-IN \1 j 0 p O BATH CL I I u_ I I Z II O j 1 I :2 � O 6 a ;o Z w z o sO c0 i CL < W N Q Q / w uQ I�o C L / "' \�3 I � UNEXCAVATED Z 0 1 0 / 0 / - N OCO Oa ao (De UNEXCAVATED MAKE-UP AIR CONTROL PANEL 11 --- I UNFINISHED I U CN UTILITY I C N eAHU I CN e �MP-TEL ^, @___ /I / •- MP-CATV-� E N EP' 1 UNIT TV BASEMENT PLAN W/WALKOUT E-1 SCALE:1/4"=1'-0" zzW E°' W OL NO O2 W�� C co V v I.-y� jO [O G W V Q M O O O O _ C V N U r.Z `o U WP r 33�, YY V1► SLY 4''y:;�, ,`,,,,. C � TV ----- D 00 Q\ \ Q\ �' DISPOSAL GARBAGE // TV LIVING / � \\ ROOM / JJ Z MASTER //-0 jn EF vi Lz-JHD KI ' �\SKI /// FP'T BEDROOM p / GD �DW �� / I vn 1 > C KITC HEN i / MBATHASTER a TELloo, � \ / a TEL EF� / � V) - - / i C ----�- - /' ice' cU ---``\ --- C) `PP q_ CN �GFP i �� ��- 3 3 -- e C C F- -j C) �--'C %� N \� ®REF ® 3 lT� \\ O � f� f� Z PANTRY3 WALK-IN a�--�a TV O � I \ CL I EF / \ LOCATED IN THE ATTIC ( HEF O � _ ,/ \ \��\ DINING SF Q _ BEDROOM#2 - \�c /� _Q\ ROOM / \`—�A+ / I \\ Q \\ WH � i "-�-`\ TEL D O II BATH 1 O MUDROOM �\ ' j / ------------- Z � \ Z � •— ' \ 1 \ Lii W �} I I U t% < 1-- 1 CL / / 11 ❑11 I \\� 3 3 w N Q \ , \ DPr----�\\ // )o --DOWN \\ \'$3 FURNACE Q+ }� //, /(D co WALK-IN 3 CL w � ---_V WG FP D GFP I oo \ / / \ OPTIONAL / - / -Oa ELECT DRYER l / .� ` Z s H FOYER V \ BATH \ EF TT LAUNDRY � GARAGE 0 IN THE ATTIC ABOVE N GDO / ' � / / � --TEL E D r— oe o" � / '- Lo BEDROOM#3 - • SWITCH TO CONTROL C) (� LIGHTS IN ATTIC _ DEN Q 7 TV Lc: 1 UNIT TV FIRST FLOOR PLAN E-2 SCALE:1/4"=1'—0" 2 UNIT TV SECOND FLOOR PLAN E-2 SCALE:1/4"=1'-0" PLUMBING LEGEND GAS TIGHT BASIN COVER VENT PLUMBING FIXTURE SCHEDULE � _=__,, 'ter, SYMBOL ABBR DESCRIPTION ,y' _"DISCHARGE PIPE TRIM CONNECTIONS i s S or W SOIL or WASTE PIPING INLET /� SYMBOL DESCRIPTION MANUFACTURER MODEL# MANUFACTURER M E SOIL/ VENT COLD HOT REMARKS ' MODEL s S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB) WASTE WATER WATER- " VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, -———————- v VENT PIPING ELONGATED BOWL,TANK TYPE,KOHLER K-4636 MP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 3" 2" PU - - v VENT PIPING(BURIED or BELOW SLAB) HIGH WATER ALARM ram. ® f='' SEAT,SEE ARCHITECTURAL ELEVATIONS 8, FLOAT SWITCH `-A- LANS FOR TRIP LEVER LOCATION Lw LW LAUNDRY WASTE PIPING PLAN W �,o °° VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, N C co U ————Lv———— LV LAUNDRY VENT PIPING P-1 A WATER CLOSET KOHLER K-3998-0 - - 3" 2" �� - c W u ,t L p1 LONGATED BOWL,TANK TYPE,KOHLER K-4636 °' ` SEAT,SEE ARCHITECTURAL ELEVATIONS& �o W o: 0 0 LANS FOR TRIP LEVER LOCATION u _ 3 R �w IW INDIRECT WASTE PIPING O Iw cWW CLEAR WATER WASTE PIPING WHITE,VITREOUS CHINA W/OVERFLOW, ^Z u 7P TP TRAP PRIMER PIPING CHAMBER VENT �TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2 2 �" �" OLISHED CHROME FAUCET W/POP-UP DRAIN. a SYSTEM SEE FLOOR PLANS G G NATURAL GAS PIPING GATE VALVE cw cW DOMESTIC COLD WATER PIPING „ WHITE,PEDESTAL W/OVERFLOW.POLISHED .,�•���,.,, I� P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2 2 �� ��� ���,. `;t.NIFI$,a.,k CHECK VALVE CHROME FAUCET W/POP-UP DRAIN. D Hw HW DOMESTIC HOT WATER PIPING <r93s, WHITE VITREOUS CHINA W/OVERFLOW CHROME NDcw NDCW NON DOMESTIC COLD WATER PIPING P-2B LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" �„ ��� FAUCET W/POP-UP DRAIN. BALL VALVE STEEL COVER = NDERMOUNT,STAINLESS STEEL SINGLE BOWL, �6 NATURAL GAS VALVE FLOOR SLAB t 1 + • 291f1"x 15 All 7 96"DEPTH,PROVIDE GE •'"""•'• lap 3 BALL AND DRAIN VALVE I I KITCHEN K-3183 INLET P-3 SINK KOHLER K-8813 KOHLER K-10433-VS 2" 2" ��� �„ GFC325V 3 *HP,120V,1 PHASE,60 HZ DISPOSER, IQ DRAIN VALVE HIGH WATER ALARM CONTINUOUS FEED WITH DISHWASHER DRAIN PUMP#2 ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW Y2 PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES d6 OS&Y OS&Y GATE VALVE P-4 ICE MAKER BOX SIOUX CHIEF OXBOX _ _ _ _ _ /4 TURN BRASS BALL VALVE,LOCATED BEHIND FLOAT VALVES Y3 696-G1000MF � EFRIGERATOR,WHITE FINISH � VIV VALVE IN VERTICAL (TYPICAL) ZO SHEET METAL SAFE WASTE PAN 2"UPTURNED a TMV THERMOSTATIC MIXING VALVE Y1=3 WASHING DGE.SEE APPLIANCE SPECIFICATIONS FOR N Y2=3" 12.. P-5 MACHINE VALVE SIOUX CHIEF OXBOX ONE _ _ 2" 2" 1j12�� 1j��� AN SIZE(S)REQUIRED.DOUBLE HOSE BIBB w TRAP PRIMER Y3 - &DRAIN BOX 696-2413BF OUTLET CONNECTION ACCESS BOX W/2"DRAIN STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS. N BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& O BWV BACK WATER VALVE K-TS 10274-4- N K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, ' 1 SEWAGE EJECTOR PUMP DETAIL P-6 TUB KOHLER KOHLER CID2" 21- ��� LLu ' G FLOOR DRAIN K-1150-0-LA BATH SPOUT,SHOWER ARM W/FLANGE AND V P-0 NO SCALE K-304-KS-NA SHOWERHEAD. �J � �>o OED OPEN END DRAIN NOTE'PROVIDE PIT EXTENSION RING(+/-8")AS ITE TEMP SHOWER VALVE TRIM W/HANDLE, Z< M METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER - - KOHLER K-TS11076-4 2„ 211 SHOWER ARM W/FLANGE AND SHOWERHEAD. w PIPE UNION E-CP LOOR DRAIN,SEE SCHEDULE. 0 w 0 E 3 PIPE CAP OR PLUG P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2" 2" UTILITY SINK FAUCET W/LEVER HANDLES W Q � -r PIPE CONTINUATION THERMOMETER L1J J W Z Z --o PIPE UP THROUGH SLAB ABOVE VACUUM RELIEF VALVE HW so FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" - - LAUNDRY ROOM UNDER WASHER Z Z I O i PIPE DOWN THROUGH FLOOR SHOWN BLADDER TYPE O 2: ~ EXPANSION TANK N_-HOT WATER TO SYSTEM � CO0 Q PIPE RISE/DROP SUPPORTED FROM FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS � �= J 0 BUILDING U r 1 Q Oc W&T WASTE AND TRAP STRUCTURE w J lJ �— �� N co CLEANOUT AD AREA DRAIN JR SMITH 2142-U - - 2" 2" - - � AREAWAY CAST IRON STRAINER,VANDAL Y I PROOF SC,REWS $ FCO/GCO FLUSH FLOOR/GRADE CLEANOUT COLD WATER INLET W&V WASTE&VENT PIPING cw 1/4 TURN,POLISHED BRONZE,FREEZE PROOF WH WALL HYDRANT JR SMITH 5609QT PB - - - - �4" - WITH INTEGRAL VACUUM BREAKER W&WV WASTE&WET VENT UNION(TYP.) 120 GALLON,240v ELECTRIC HOT WATER HEATER, >_ BV BOW VENT HWH-1 HOT WATER AMERICAN VSCE32119R - - - - 1" 1" 4.5kw NON-SIMULTANEOUS DUAL ELEMENT Z VTR VENT THRU ROOF PRESSURE&TEMP HEATER PROVIDE WITH EXPANSION TANK,SEE DETAIL VIF VERIFY IN FIELD RELIEF VALVE O FULL SIZE DRIP PIPE TO ELECTRIC HOT 0 NTS NOT TO SCALE WITHIN 6"OF FLOOR WATER 120 GAL CFH CUBIC FOOT PER HOUR HEATER v r PI-1 ^� SF SQUARE FOOT iv DRAIN VALVE W N LOW LIMIT OF WORK U N O UNLESS NOTED OTHERWISE 6"AFF V&C VALVE&CAP FLOOR FM FORCE MAIN _ N (INV.XX'-X") INVERT ELEVATION n� N 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL W P-0 NO SCALE c GENERAL PLUMBING NOTES E N 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL,BUILDING,FIRE,PLUMBING,FUEL GAS,AND ENERGY CONSERVATION CODES OF NEW YORK STATE,AND ALL APPLICABLE LOCAL CODES AND/OR 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 3/41,AND SMALLER I I it SHALL BE CPVC OR PEX 5 ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF 3'-0"BELOW GRADE. I I i it I❑ UNIT C2 LEFT I UNIT A UNIT C1 RIGHT :��—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 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 i PACKAGING.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES I I it 9 MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE 1'-6"UNLESS OTHERWISE NOTED �-----------� -_--_-- �----_----_- 10 PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS,PROVIDE ACCESS PANELS —J WHERE NECESSARY. 11 PROVIDE 1"GLASS FIBER INSULATION FOR ALL HOT WATER PIPING 3 GAS SITE PLAN-C1 RIGHT 12 CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION P-O NO SCALE BEING SERVICED Z Z Ui N O E� auO O T N C co U jO CO o W V Q Fx c 0 O o O., O Q C V = U Z p 19 U Q ,�µuuwnn v 3/4"CW I r i 41" S' -_S� f. 1 Rom,.,;-';..1=.,;,,•••••�. 2"V-o~---12" --------� 3A CW S HW h"HW 2'W 2"BV GAS TO UNIT C2 /Y'CW 2" SEE UNIT C2 DRAWINGS Z 3"S PACKAGE FOR CONTINUATION h"C W N 1L„HW GAS TO UNIT A W /h„CW SEE UNIT A DRAWINGS G PACKAGE FOR CONTINUATION PIPE 1h"CW&HWTO I I PEX MAINFOLD PIPE 1&HW&CW TO C.CW— P-2 iA"G(181 CFH) s "' PEX MAINFOLD 2„G O N 2'W&V I II I I A1 CW Hw ,�..cW I I I I I 1>/4 G 2"V II PIPE 1h"CW&HW TO DOMESTIC WATER SERVICE u W N /2 CW II L�-1A PEX MAINFOLO �� FP SERVICE (n 3"S r 2' cw s CW� REFER TO CIVIL W Z %Z"Cyy 11/4"G DRAWINGS FOR V) Q ra cw 2'V—��— HW 1 HW CONTINUATION Q J - i 2'W&T P� W "CW ,� y UNIT A GAS UP TO ABOVE m CW GRADE BY PLUMBER (^ � 1 cw �"H W I I v CC s O C CW / -7HW DOMFIC ESTIC WATER SERVICE Z O I N "HW 3"S 4.. 1.. UP TO ABOVE GRADE BY SITE CONTRACTOR m J 1 3"RADON FP SERVICE Z LL \ O CW BY GC BELOW SLAB h"CW G (SHOW OW N FOR COORDINATION ONLY) O Z h"CW �.•CW 1/4"G UNIT C2 GAS UP TO ABOVE di W 2"W (281 CFH) GRADE BY PLUMBER U H-- 36"HW * N Q •—S— UNIT Cl GAS UP TO ABOVE I' GRADE BY PLUMBER 0 N 0 3/4„G 4" 1h..0 W 2'W&V ll 1h..HW TYPICAL FOR 2 PIPE 1/2"CW&HW TO PEX MANIFOLD 4" 1 � 7 3 SIMPLEX SEWAGE EJECTOR�\ SE \ V O SEE DETAIL O ` N 2 FM—5FM- 2„ PIPE 1h"HW&CW TO � INDIVIDUAL FIXTURES 1"G(100 CFH)—� Hw FIW 120 GALLON ELECTRIC HW r� HOT WATER HEATER—� a HWH-1 ILo HW f--HW PEX MANIFOLD V coal — W 1"HW VALVED DROP a) N 1"CW VALVED DROP CW PEX MAINFOLD 4" Eqcw+ol J N cw 3 J 3/4 •E /4"C W N K'1-NN UNIT TV BASEMENT PLAN W/WALKOUT P-1 SCALE:1/4"=1'-0" 0 3 11 o J 4" zzlu mo E o °` y C� V y >No [- W V Q Q �� OL Q W C �p 0 ~ O C C v C, (D V x t 3 U ~Z U Q ,Oy'�Ia1111111 hip NOTE ON UNITS W/WALKOUT BASEMENT, WALL HYDRANT SHALL BE LOCATED ON LEVEL BELOW,T-5'ABOVE GRADE WH M.. •''.ttttt h"HW TO DISHWASHER 3/4„CW PIPE 2"W FROM DISHWASHER TO SINK TAILPIECE h"HW 2"V 2"W o- *„CW 2"BV �3"S 3"S h..CW 0 2'V • 2'V _)0_---o h„Cw 2„V-�• FD-B VG(136 CFH) ••• FD-B 2'W P-1 c�-o6---}-G �Z`W&T 2"HW V L „� �"G(25 CFH) 2 1 G(136 CFH) 4"HW *.CW N z"v 5: P-3 h„CW ui P-2B P-2B 1V4"G(161 CFH) G C) Z O CN 2"V UP % WG(25 CFH) O 0 !i cw::-\p4 2'v---�• •• •• U N G 1 �, 1 �, L� � • !�"cw fi"cw � 2'W&v cW rW&v cn Z } -11�"G(181 CFH) } 36„Hw DOMESTIC WATER METER 4"HW 06 Q 2"V DN-► 3 S J MINIMUM 12"AFF I i 3"S "CW W/SHUTOFF VALVE CLC 2"V h"HW START OF PLUMBING WORK /2 CW • CW "CW DOMESTIC WATER SERVICE DOWN TO GRADE VALVE BY 4PLUMBER (LL 0 C HW P-� h"HW BELOW GRADE BY SITE CONTRACTOR TYPICAL FOR 2 v O 2'W&V P-1 0 TYPICAL Z LJ � > h"CW HW UNIT A GAS METER 0 m Z 1/2"G(20 CFH) C � 1;0;:--lI U START OF PLUMBER'S WORK L LLJ TYPICAL FOR 3 J &HV� N3 UNIT C2 GAS METER V) CL Q Q w U Q "C W 0 N �CW 2'W&V 2"LW �3 III z`W& f G GAS ER ASSEMBLY 1 /2 Cw TYPICAL FOR 2 / /2"G(20 CFH) 2'W TYPICAL FOR 3 f2"HW "HW „CW „Hwy•• m •••�-h"CW 2"LW o •• ••• 2"V UNIT ClC1 GAS METER � P-5 2"W&V ••• ••• 36"CW /71U:: 3"Sf1 CW h„Hw 2,W&V CW GAS SERVICE UP FROM 2"LW&VWG(20 CFH) _� BELOW GRADE BY GAS P_7 P-2 P-2 •N 36"HW CW h'CW L r4"CW /2"HW COMPANY •••• TYPICAL FOR 2 2„w (2)2"V 2"V �"CW GAS METERS,MASTER 2 1 �• PLUMBING CONTRACTOR TO 3 S )O 2'W&T 3"RADON SHUTOFF VALVE,&GAS FDA • • () HW "HW REGULATOR BY GAS h"CW 2'W PROVIDE INSULATION ALL P-6 (2)2"V PIPING IN UNHEATED GARAGE 3"RADON COMPANY P-IA 2„W CW PLUMBING SUBCONTRACTOR h"Hw TO COORDINATE W/G C TO 2"V 0 MAKE ALL NECESSARY h„CW 0 r., PROVISIONS TO PROTECT 3"S PIPING FROM FREEZING 3"RADON ^ c N W • - I j Lo � N C • I N z Eln C3 /4"CW WH 1 UNIT TV FIRST FLOOR PLAN P-2 SCALE:1/411=1'-0" 2 UNIT"Cl"SECOND FLOOR PLAN P-2 SCALE:1/4"=1'-0" ZZLu ago E°w Lu GO cccv °u� H ;0 C P O W U Q d O �C� o o 0., 0 _ c cl U �a3i U U "Z oe U Q F I 2••V—��------�2----1------}---------}---L—�2 V I l L I I z I ° X V PIPING RUN-T N IN ATTIC SPACE I ui ui ----------}------I----, I L I I 2"V z" ---� I zV "\-zv ON I p N I 4"VTR Q I J I C O o I O E I O > I z Z O I o Z .�. 3'V PIPING RUN � I IN ATTIC SPACE W I LOU ::D Q Q W U r------T--1---------r-----,--- ---i--� o IC, j 1 I I z I I \-2"V \-2 V -0—THROUGH \-2"V \-2'V I I I ROOF t 1 --2'V L--_-- J 3"RADON 2"V 3"RADON RUN IN ATTIC SPACE Z O O " N a Lo � N � J N �O 1 UNIT TV ROOF PLAN P-3 SCALE:1/4"=1'-0" tt1 IY WE VALVE WN OR gar-•� LEI e'00RIAa10 am illMEm W iIf DOST� ft.1 'mA Y - iDN Is,UORRD KIN F1 v RM NT ,- RSA We -23,2527 11,113 !11 � •• 6,CLUSTER'8•-14,1817 E !t 1 ` -1 �. 91s Cl T R '-8,10,12 R 6 JASMINE LAN E UNIT C 1 1 -15,17.1 Ill CLUSTER r-9,11,1 WATER SUPPLY15 CLUSTER•G•-3,5,7 IV RYE B R 0 O K N Y fm - CLUSTER 1.-2,4,6 NOL ' � STATIC PSi: 50 PSI ' � �'`-' r' RESID PSI: 40 PS � 1 � � t� CLUSTER•0•-2,4,6 ROSE LANE , 1� "; 'e�'is,1&F EtJ CLUSTER V-10,12.14 ROSE-ANE FLOW: 1050 GPM !te R Ire. J,t n uu 1 CLUSTER'R.-3,5,7 ROSE ME L Its !16 =1 It CLUSTER'5•-16.18.20 ROSE_AN[ fig CLUSTER Y-9,11,13 R'JSF><vE po - T-t%�N CLUSTER -21,23.25 HOtEMIl LANE 112 t !t5 4�- CLUSTER Y-15,17,19 HONEYSUCKLE LANE p0 l Ht�m'", CLUSTER Y-9.11.13 HONEYSUCKLE ANE !10 ) �1 lej f, 911 ropy LEI!r U I11D fATDI i.!t t �2R L 7 � REQUIRED t. \ ii, i ``' �rat Kim it uaERaromo i iTIP C; T r �O� WOOL SCHLY/a 8•t 1: n\ �, { \ VT � �.r \\\ N p n ,,,� !t9�,(Rr mmm CLUSTER •-13.,5,11 JASMINE I oN DEVICE tN6 nolsu us 100SDI !v TCIUS ER 1YNr-7,9,11 JASMINE AWE I NFPA-13 D GENERAL NOTES \\\ \ TIE t ii14011AKAl1Y �, / !ir \ , i,5 CLUSTER -2,4.6 JASMINE_M1E w \\ 1clOtE a DIE ausi[1ED IKIS S1 15 i 1Y-1,3,5 JASMINE,1VAE O1 SYSTEM DESIGN RESIDENTIAL AREAS(WET SYSTEM) �� \\\ n,I.•: r\\\ 14• '�13pt !10.f i \ 013 CLUSTER'Zr-4,6.8 Y�.&rRRt COURT \\ I \\ n ID9 �\ 9 n , ht CLUSTER AA.AAA•-3,5.7 M'�:.F3ERRY COURT SPRINF.£R SYSTEM IS A HYDRAULICALLY CALCULATED WET SYSTEM / O«SET HA!4CER i{ \\\ - � n. / 15 \ 19 PIPING HAS BEEN SIZED USING A LIGHT HAZARD DENSITY OF.05 GPM OVER MOST REMOTE 4 SPRINKLERS L\ \ \\ t N !1 v IN A COMPARTMENT USING RESIDENTIAL SPRINKLER HEADS _A.\\\ OFFSET HtiNccR /7 \\\ �{/ n n NAJOMUM SPRINKLER HEAD SPAgNC-324 .R NOOD TRUSS OR Si `\\\ WOOD SCREN Ill.t t?r' p/ - �t � ,y \\\ h \\\ WOOD TRUSS OR RFALt SYSTEM DESIGN PER N F P A./130(2013 EDITION) O PIPE MATERIALS AND FITTINGS ARE BLAZEMASTER i HALF STRAP HANGER DETAILRh \ ALL PIPE OFFSET HANGER DETAIL - �` n� L3 CONTRACT INFORMATION IVTS N.T.S. Ill UNDER THIS CONTRACT CONSISTS OF THE FOLLOWWG: DESIGN AND INSTALL A WORKING SPRINKLER SYSTEM PER N F P A.-130 2013 EDITION - - - 7 S/ ia TE PLAN Wm o ';' � -DRAFT STOPPING SHALL BE PROVIDED BY THE OWNER IN ACCORDANCE WITH THE LB.C.2003 ED TION / - - - Dam IV GVE ML -BATHROOMS LESS THAN 55 SMFT SHALL BE IN COMPLIANCE MATH THE REOUIRE►ENTS OF NFPA-13D 6 6 _ - - - _-_ _ - _- / i III �i-- - ,• N.T.S. ALL BATHROOMS ARE NONCOMBUSTIBLE SHEET ROOK WITH A 30 MIN THERMAL BARRIER - - - - - _ _ -- 1EI 1Y tlVtE+rK SiN aA9 E4RI� ♦ ~`` -CLOSETS LESS THAN 24 SOFT SHALL BE IN COMP_IA.NCE VATH THE REOURE:AENTS OF NFPA-13D 6.6.3. �J~ CLOSETS ARE CONSTRUCTED OF NONCOMBUSTIBLE SHEET ROOD Ill A 30 MIN THERMAL BARRIER �- --- - I ---- - - rllCNJ Al -EXTERIOR BALCONIES SPRINKLER PROTECTION IS PROVIDED ON ALL BALCONIES AND PATIOS OF OWEIIJNC - - __ _ - t•,� UNITS N ACCORDANCE WITH THE IBC 2003 EDITION.SECTION 90331 2-1 I • II s+� - -ATTICS ARE NOT USED FOR STORAGE AND DO NOT CONTAIN ANY FUEL FIRED EDUPMEHT _ -- -- -- - - - �li - - - - - _ I i I � .% !1 _ FINIShED �� =l _ UTILITY i `gASEM6 III EA,I• 0 NOTES TO THE OWNER --- PER NFPA - ----E III _II - - - / 8• .S, 6.9•MAINTENANCE 6.9.1 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPRINKI ER SYSTEM --- - - -1 AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION. - 6.9 2 SPRINK-ER SYSTEMS SHALL BE INSPECTED TESTED AND MAINTAINED IN ACCORDAN..E -- _ -- - - - -- - - -J WITH NFPA 25 STANDARD FOR THE INSPECTION TESTING AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS - - - - - // , / 1 I� 8-6 3 I`` • A 6 9 THE RESPONSIBILiT)FOR PROPERLY MAI\IAINING A SPRINKLER SYSTEM IS THAT OF THE - - - 1 - Eh6 --- �w OWNER OR MANAGER WHO SHOULD UNDERSTAND THE SPRINKLER SYSTEM OPERATION I - -- _ v )� - - , - }- 3 s-1 0-FOR FURTHEP INr-ORMATION SEE\CPA 25 STANDARD FOR THE INSPECTION'TESTING AND MAIN TENAN,E �' OF WATER-BASED FIRE PROTECTION SYSTEMS. �I - ADDI IONALLY 1)YOU MUST MAIN-AINSU=FICIENT HEA'THROUGHOUT THE PREMISES TO ' PREVENT THE WET SYSTEM FROM FREEZING - - - -- - !^ 2)YOU SHALL INFORM TENANTS O PROPER CARE NECESSARY TO MAINTAIN r• - _ -- _ - t - -- THE SYSTEM ._ -- _ _ -._ - - -' '3)IF THE CONSTRUCTION OR OC•.-UPANCY IS ALTERED IN ANY WAY 6 / � - - _ 77� 2' THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY _4 III �� !!- ', �- T- -- a� 0— CD V all LL _� t o' I l,l _ ' BATH- -- - - --- I! .� u 'A„' _O 11(11CiAIAC 1 7!e SaRED 0.I➢Bv AVE ITMI�IUM A/IIDIaI lum S/!@11 or vuAK 1�1 74r Oil UDED nK COM t10 Will tm - -- _ Val[IYPE NA WM tWEII PRMN GIUM A I•TE91a1M OLVE_ CL - - - — f AD li*roMi DOJBE Dca DITECIM AW)i WM-- - - - � - SDaMEn Wm ill Vill THU FJyrun A mom wR�Slli0l6 \ � i - - _ ,+ �� -I - 4-I-r �r j I �-AIR -- � � �r Pal WITS 9smamrer aDLaE Ica ECT k a 9111 i -- - / / // I - - - - --- _ ----- Sad1ED altlEldTT MtV43 IN mNMN/ttl i>aw iAti4A 51110ES oe C•t'i_tiL Cr !Oa �� AC•U'`L .p, - j I I R NIE)CA,A-EC tsoe 9Cz 01iI , o- 1' O } / I �, '�-- IY Kant r wDELL'Ttb'St7tf1ED&-TO,ill THV IDKGM A tXiDaN AIRS NMI '� yr rsuusl Mma�4r am ow m wrt1D RISER vilm 11RFi / I I -�- c - t• -- tM[M EL01 W'4 EWER Pli GNRF a 1'TEST Mill MI _ ITS tun TO WRY SPOKII.JTS - -- I UNEXCPVATED UNFINISHED t 2•li OVICE WO SUPPLY 11E -- _ i UTILITY Or TR n01 99RK� I a a a Jam'TEST�all>A%VE WOW� Or K1411E t�'W SIXIIED armL 001 TIN'ODM A MiOW DOM SS101 --- M - - -- ' / / s• _--- ' 2',IJ(r�AIAA iHWEI^50'CAUOrm a>KsxJRc ITTAlO:R rill 903 /17 - WW BJ iany Ill TW Mil A K T;Nk W O 511TIM BASEt/ENT FLOOR NOV9 2020 E_Ev =o a' UNIT C2 UNIT A UNIT"C1" l^ FLOOR ELEvATIONS - - - - BASEMENT TO FIRST FLR =9'-E° _ BA_ SEMENT FL OOR FIRE �/0L --- -------_-- HST FLR TO SECOND FLR ='0'-2° i t� tl�z• r)�� SPRINKLER SYSTEM RISER DETAIL F/RE PROTECT/ON PLAN rat T.s. _ - ,r�.-•,ac•r.,aerq�.scanvrn,- SYMBOL LEGEND SPRINKLER MEAD LEGEND JOB INFORMATION All rat;, IccattorJs a'c!o be iil ici meas.red pnor to!at`n,aho: �'Nether not indi a ed or.th+.C!a�':IrU !11_!allcwiJ.c itenJs ar:tv f� ��rovi ied ESN DESCRIPTION DRAWING TRLE:BASEMENT FLOOR FIRE PROTECTION PLAN PROJECT:KINGFIELD DEVELOPMENT M SYMBOL DESCRIPTION SYMBOL and ii:5t311r1!IOn Oy the sprinkler cor,;racior. -it of CaiiireT Sparc t:=1dS etr•U head t:rel•ch pe;Tv'rA t OF N }'� 13573 t NYDZ:JLKREFEiE►CEPON' 3EviF'R:Ce9U.'RE E3MCX__4EDPE+D l9`11MO 17Il W3.9•ESCEG�EE.Si 4RAD1 REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE 2.All rimerlsions shmv,are.end to end P ovistr.ns for fl.,shrnc connecaon,arr.draining,o!al!r•tne .���tJGENFp - [n�) E-,ATUBE-(E,•OPo-s cEL CONTRACT:D000 CITY:RYE BROOK STATE::1 4)761-25 9.Hiah tempem(ur.hmndi arc to be!Held installeti w•i-e aired Inspector's test come,;ion shall Oc x0vided 1or e2Ch s'.sterr /lam� * [�+l E_.AtCNA90VEFlVSF:ROOT 1 4ENBF'f;SbE'OIIGCRcSPYbEC0EX9LLEOPE'D3fTSPgMOER'friFr K-U 420CDHM S-LIRAY15 CLIENT:THE WARJAM GROUP PHONE:19141 761•Y50 � _ o a,AI!Pines and h;.,iy Ir.to be ir:s:alied per(NFPA.T3. �dr tali-identin;.atio, later&NFPA required sivn:' co � n 6 CONSTRUCTION:WOOD LTD. � � 0 Y p' • CY (a 20-0) U,ATi 0"OPOFSIE3 5.G'ici::rd we!systems sh:JI'jmuvide a gene!salve per NF-Ph, * � w ® CEIIcG EIGI° �. �E M6E F R:s L a:so-�EnAt Hat¢CVTA-;pYYs_y9IVLE�7rPr.Ka.:€1rDEGREc sK��aiT7 ADDRESS:5 INTERNATIONAL DRIVE-SUITE 1 14 6.Ali new piPiny is Io Le I;;d:oslrtic:ally tzstrd at not less Char:?wupai II is tn4-buildil owners responsi:;ility to p;o ij(-adegonle he 31 to•all Ire I..in the r ? CDLFUTEkGEERAIDH;NGeR OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:10573 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 eii.5C-psi in excess o!the mar.inlurr pressure building;•-:elected by a e:e:Ivne cp Onkler Sysle:11 and For ill water tilied s;J;,;I„jAI'C\3iveti � ,�� a c F •� SYSTEM TYPE:WET � t:..en J,k rnaxml{JJr. <ssure.0)c n:al'lt Ili e'c�Ir In e\cc b J}'1Jv�1 and��tetra rise:b tL d PI RISE UP 4E-NE4F'F•;WaJCKC:O%?E•HW¢ON•ALSCaVAUSPM4-i tz•Y-(e-t @20CY-GRE SN�R:-1 P:860.632.8053 F:SGO.632•B054 p. [ a r n d � K-•type Syste171i. � 1eZ1 � DATE:1111 1/2020 FIRE SPRINKLER CONTRACTOR CONTACT WWW MACKFIRE COM a ?.A;uicl,Openinc de.i,a is requires when d'-;6r,Oerr"olunit,Fx;;+:e{;t .AI'[.'1'c�cCUfG s!JaII tx.iTrrllntalnElr!Ori all rosy 1vPf•Sl'�1P.111S..y ar,c 7;.�r)Y��:%,litrJni%,tIC 31' (A`Op 078 �P PIPE RISER NPPLE NI:CZfN'RE$CBE'TA_DR+`PE'�3tE$PUKtFR'•+PT.S*7.9�'15}G7�57L+1YZr75.WlTF:i1�'E rM'�S•I + DE5IGNER:TDDD DEUSLE PHONE: 530.551 50C gallont,pr-r NFPf.is rompril or plant air sys'em sped icalt•,ap�rored for ird ca!,able ii au'o'rn,'Lslly AOFESS�O PORT CHESTER LICENSES: CT:F1-4C291 MA:SC-120494 R1:00034? � ] PPE Gi0W7JI�l;P.fxStgT•IGS - ANJ:FIRE MARSHAL EMAIL:TDELISLECMACKFIRE.COM 8.NFPA!-appl:2F'equiiec. main;rJIT,11'j thb!epwired air pros~Ire TOTAL THIS JOB: Q Ol p1UiLA'D A JSTi 5I:GS TOTAL THI5 SHEET: MIERAt MWWOR TO ADEWATE.Y NSUTATEO THE SECOND KIN F1 V RM NT 12•DEEP Q( ROOR IIt11SS 0 16'OL 'RN"A&ABOVE K AQ To MART THAT THE ¢10KIR PIPE DOES NOT rKET LP 6 JASMIN E LAN E - UNIT C I IH itDRIK1Vl_ SECOND ALOOF? - - ELEV=14-8• RYE B RO O K9 NYm �D?Ypo „) TRNW It 1)R•N)\I T6*DEP0 1 TTMI IE;ac. 0All*5ABOYE THE�IZLCGS AS�Ato 110 AS Dossei TO 41.01111 FOR wml,al AREA of PWATION _ _ 7 - _ �r -- / - - OAR\61 Unfinished =t^" ,,77 Basetnent — —- ,---;; WD DECK OR N.T.S. - _ � BLUESTONE _ -- PAVER --_ ITCHEN LIVING T it I�D ROOM I J � n I I O G 1,■r-1, --- ^( 2'CONTROL VALVE AND ALL UNDERGROUND PIPPING r - - — v '� -'�'�"°"'� ,!J UP 10 DIE IS By OTHERS MACK FIRE PROTECTION'S CONTRACT / 9- ,• , �' z I1r6flQD ,i BEGINS AT 2'FIRE SERVICE WATER LINE LEFT INSIDE / - ; / r _ J t' -L �� A---/ - - I - 1• THE BAauENi. H%DRi\L11 IC DF-SI(sN DINIr!G ,• --- r ua[T10a°!A IK saga wm uc oow ,.q ROOM _tt-y -- No Nm tit sisaw I=(of of m HYDRAULIC DESIGN CRITERIA / t ( ti IE 2MM*It VP WUMlow Flit 9-°• W01 IIDs S>o MM6) III Density .05 j '' •it 1: Spacing VARIES - - - K r qQ - �. iA _ _ KM KA 00MA(BY uE IF K Factor 4.9 j i ` I I V _I _ ' S r• �a•�T— [9-6] .� Hose Allowance - / ° i ! �, �M '' - L10 �• a This System is Designed to Discharge / / `� .i ; , // -' 9f FN tS 9-t' n at a Rate of 05,GPM per sq ft j / --- F t -_ of Floor Area Over a Remote Area of r///////!�/i ///� F J - y MUDROOM\� m 1/'o• �" o. 'c - SfL010 r1D01 a 2 Sprinklers when Supplied with Water % - _ ■1"� - C uP To TIE I _� - , at the Rote of 34.E GPM at 42.2 PSI -- SM0 R= 1. --- - - - al the FP DWKgCE NODE S' Z, UPto It( .1 SMr1001 1 C, t' • - - = o / ! S. STAIR '-0 2- 1- 2 i. %' 'ems 5 '• ' ! t' I' •� e- �\ J - --- U`STCFIE- is ^o oo ER tic r IKlxaoao�s1A++a IwEA ua I»I I � .ter. O � I�Tit �- r - / _ r' GARAGE: r� ) ND 1(10 TFI 9lY1Oa�Oh(°KTLS + t !' � o / n-----�--- r / St r -JIF A Y 120, �• I♦ r k own WIVE VM xM +KE;510DI u 771E TYPE RTP nfs sm(er ait m) 4 r I1ln1D RE�DiYICL WEA IK tP EtFLtaC HII ! i -4 r u / a O DEN _ y i Amnomi.etTl IMsuAtu Ian 11 R)a St 000 W UNIT A.. ,• _ r �,- -17777-17 - THE AFLA I!IRECRT AMM No MOON ECH _ sFKa W PPE W sPralW"IM BE ///-6lAlfllASfER o'tc SFRItfQIA as __ __ __ - - _UNIT"C2" )n,17RAt I_ll'Dk'tiI(iN: r 01110L HIVE V11H KMM TW O 51 O It J � I n'DRALiT-I('DESIGN UNIT VI" nEF FROM 161AIYH SD TMI KAI FROM RE ROOM / -- - < f � f%I-(SKI 7M1 TYPE SM Ft01 SM(e!00ET15 DRtt Hll I;t t\KI 9•,: _- .-. IK IR ff)o1 CNI 11710AM Nt AMC TORRIIAR � / - - IKI 1 1.1 r N,k r�tt FIE SMU WM tK UP- AUX 1RE PFE NO SRN112 - I A K A r d I '-4 ' / 1R0 IEAIID EN30911 ON OAf16) �ldGl[M Cf11L 161910+ - -- -_---------- i HYDRAULIC DESIGN CRITERIA 2'CONTROL VALVE AND ALL UNDERGROUND PIPPING HYDRAULIC DESIGN CRITERIA Density .05 5 IN OTHERS. MACK FIRE PROTECTION'S CONTRACT Density a` Hose Allowance Spacing VARIES I BEGINS A'2'FIRE SERVICE WATER LINE LEFT INSIDE Spacing VARIES 4.9 THE BASEMENT K Factor 49 r,it cam f1tAy6 K Factor I Hose Allowance - � aysm OR COX This System Is Designed to Discharge This System is Designed to Discharge FIRST FL OOR F/RE �L FDCW al a Rate of .05 GPM per sq ft f l Role of GPM per sq it UDW of Floor Area Over a Remote Area of + F/RE PROTECT/ON PLAN at Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water 2 Sprink ers when Supplied with Water at the Rate o' 38 GPM ct 42.E PSI' of the Rate of :h GPM al-a••PSI INSULA T/ON DETAIL FOR ALL SPRINKL j °t the E► �• SCALE. 4'_ -o at the DICE�E�• ER- IN OR ADJACENT TO UNHEA TED SPACES N.T.S. SYMBOL LEGEND SPRINKLER HEAD LEGEND JDB INFORMATION All iiii,L 1,xatt0ns arc Io ne heic measared pnc•10 tatmatte:• Vv'hether or nc1!r;d!;.a:cd or.Ihr ctay.-mg,.'.I,c folf•�.i,it;+Icm�2:E tr.i�•:Irv'"IJ�. - DESCRIPTION DRAWING TETLE:FIRST FLOOR FIRE PROTECTION PLAN SYMBOL DESCRIPTION SYMBOL PROJECT:KINGFIELD DEVELOPMENT /L and irst.allatiot:oy the sprint le,aonlracta.. -Hc.ac':Cabinet�)'Etrf-;i:cis_tl J Itea1i k:rer.:i,re.I NF'r'A.?'; F j•1ElN). , fYXQUCWE�NCE�o1; ! W-W'Rru9u'RESG]Frt C A MPE�UIrsKMD I.7w K•3�'B�ECaEE sttaRA~Z's REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE 2.All dilnensi0ns gh0.1n are:end to end -P-.�visir:ns f.x lushiltc ror;te-i+or.:arc draining of oil me � � CONTRACl'>r':D000 CITY:RYE BROOK STATE:NY ZIP:10573 �' �� vGEN 9,�. En•] e:.ATWBL%?'OPO's:3 3 Htal:lemperatur,hems are to be field Inclalleo Wnet('equire.0 1!.spectar s test correciion stall•cE-previ;fed fo'a t each s':ste!r �Q � � [•+7 E+AT0NA0En�E,^:L0DR ®• aE�sE'�6E a!urrsPovsEt�K AtF�P<D�rsP�!tD+'n�M'6E�t7o°SAEE 9t'a�e's CLIENT:THE WARJAM GROUP PHONE:19141 761.250 � � _ Q 4 Ali pipe: and harp;ers:Ire to Le Irs:alled p er NI-PA 13 -riydriuli,-identinc:ation pates&til-PA? req�.+,.�.s�Itg co � �t �, (>a 20-0) F:,ATIDN9°-OPOFSr:& CONSTRUCTION:WOOD LTD. K � 5 Grldree wet systems shall pr,,,vide o relief�,al:t per NrPA i * n W ®ILL! c ,{K,I- .2 9E 118.E F'R:S1'aSP•ETLk IWQOYIR.SPH�_s fixER'7r?T Ka.=Qt;oo-GRE�sN> ADDRESS:5 INTERNATIONAL DRIVE•SUITE 1 14 7 Ali new piping is to be Itya:O5llti.allL t2atcd%+I not less than 21YJpai 11 is tnf-building ownets respunsi:o+'tlty tJ:'.icviJo: .'drq�.lettE•hens to,all ire.)li.the � tT Z � ���,�roh- OCCUPANCY:NFPA 130 CITY:RYE BROOK STATE:NY ZIP:10573 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 CQ for no.,rs.tr a!50psi in ttrciss of rtht it-aximurr prc-,sure building prolecled by a we typ(-crrinkle!Sy ii:ni anr:rO•all waler filied supr!�aipc valves c . * SYSTEM TYPE:WET whe^;h,?rr;avimuir Rra ssure tC be n.ainttawed I�In e•\crss of'5up,i and�vstern riser to d!)-type sv tems. c -�/-0- FFERR!p t s Es Dts6 aadc�s�a,sE oIE�I��YAu R Izw s.•�2?c}6a sK■Rri P:860.63l•8053 F:86D•632.8050. r :t':te' i�a Is rec't i w'v.hen dt•�.sferr all mt trcbeC. 4i pt�r5t:r8 shall tx maintainer 0r'all dt s_'em fr,>>rirvrr::,utontaltc air � PPE'LNSDOAN DATE: 1/1 1/202D FIRE SPRINKLER CONTRACTOR CONTACT WWW■MACKFIRE.COM 7. z icl ope t e t y•yPC->` y` 'p S7F 078'1T p`r PI;ERMN A a rcctFultEsc7rtV O�PcD3rrsPgNaFR"'ar•ta9g'>sxR�Sx°tr s•wn►t,lEE�1sl DESIGNER:TODD DEJS6E PHONE:1413)530.551 5nC rallona;:er kFaA+..s, cempressci or plant air system sp�cdicalr.approved 10:and capable of automa'ically Op O� PORT CHESTER LICENSES: CT:FI.40291 MA:SC-120494 R1:000347 A.NPPA"�!:,aapk as re i-Aer ntrin;dlT.0 g tht,rer-nred air p!r ss,i ROFEW WMM053, WEO4NA4D OlA1G5a-CS AHJ'FIRE MARSHAL E-MAIL:TDELI5LECMACKFIRE.COM PPEI';1,A'D.IE.ETIXi1.G5 TOTAL TKlts SHEET:• TOTAL THIS Joe: KIN F1 v RM NT ro JASMINE LANE - UNIT C I RYE BROOKS NY■ HY'DRAUI IC'DFSIC)N r\I<\NI l�• Itl 1)Izl u),t+_ I IN I>RAI LIc'DLalC1N HYDRAULIC DESIGN CRITERIA k L/%.KL\ �I i\I)Illx,k \I.,IlFiNIlip•"I Density .05 Spacing VARIES HYDRAULIC DESIGN CRITERIA K Factor 4A HY DIZAi LHC DESIC;\ Hose Allowance -�' Density •OS This System is Designed to Discharge Spacing VARIES of a Rate of .05 GPM per sq ft _ \ K Factor 4.9 HYDRAULIC DESIGN CRITERIA of Floor Area Over a Remote Area of Hose Allowance 2 Sprinklers when Supplied with Waterat the Rote of 32.2 GPM at 43.8 PSI _ This System is Designed to Discharge Density 05 at the FP DiSDVM NODE Y at a Rote of .05 GPM per sq ft Spacing VARIES of Floor Area Over a Remote Area of K Factor 4.4.4 9 2 Sprinklers when Supplied with Water at the Rate of 26.3 GPM at 36.3 PSI Hose Allowance -- - - - h i o Discharge 77 _ of the FP D6QMRGE NODE�' _ _ _ This System Is Designed t I �'� :f'2;)J=3 1.)M' at a Rate of .05 GPM per sq ft _ of Floor Area Over a Remote Area of -_-- _-•___ _ -_ -------- - ------------------ 2 nnklers when Supplied with Water - SP P - - _ - - - of the Rote of 28• GPM of 39 88 PSI of the FP 76pMir"NODE Y MASTER / ! c I -0• / /i� BE_'ROOM / / ♦////////////1 L I ! //- �� /\ 1 \ / Jf \\ HY DR YUI I('T)FSI(,N -----=-= i R e-z MASTER :I HYDRAULIC DESIGN CRITERIA �• / V '- ' jam, \ BATH I, Density .OS ! / -� r, ���• � Spacing VARIES K Factor 4.9 t / --- -UP Hose Allowance - _~'• I - - - - \ �\ This System is Designed to Discharge at a Rote of .05 GPM per sq ft of Floor Area Over a Remote Area of M 2 Sprinklers when Supplied with Water J ` ! -0 40 �\ ,. at the Rate of 34.4 GPM at a5.1 PSI / q % r at the FP DGDVM NO S• r , �• i r ! , A ti \Y 1 t ;=.1 I i - J• c >( ,A„ is / �• i --' - .I J V-IALK-I14 o' ' CL , / / \\_r - / �- - - '•� STAIR Ta / J � J,c-.Gr. li, � $ �FUIOR�O--•�v,�.In. t iALI i 01 R- Dt LAUNC ntxr� c 1. - tl� xy' �- BATH 7) 10 / r•/ / BEDROOM 43 I lo . -- -- ---- ---- -- - ---- _ -- - i -_ - --•--•- - NOTE. _ I ALL SIDEWALL SPRINKLERS ON THE SECOND FLOOR S!tk_BE LOCATED AT 0'-7"BELOW THE CEILING ,. 1-1)DRALiLIC'17FSIC;\ r UN rr/T CZ UNIT A rr UN/T"C1" ------- -- - - ----- HL1,H,n,ri,: HYDRAULIC DESIGN CRITERIA SECOND FL OOR FIRE Density •O5 FIRE PROTECT/ON PLAN Spacing ARIES K Factor 4.4 SCALE.'14"-1-0" Hose Allowance This System is Designed to Discharge at a Rate of 05 GPM per sq It of Floor Area Over a Remote Area o1 2 Sprinklers when Supplied with Water at the Rate of 32.6 GPM at 4 PS at the FP Ei6DWQ NODE V SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION "All pipe I:<'altar?s arc tone field measured prior to fat'ric8tion VVneii of or nd iridicz;ed ov the draY:irui.!!tir ft)llovrinq iwnts ai-E to IY provided: - SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:SECOND FLOOR FIRE PROTECTION PLAN Cq PROJECT:KINGFIELD DEVELOPMENT and ii:siallatior.by vie sprinkler cor,!r .actor. =it:aE°•Cst:inet f tpare heirds and head vrrench pe NFPA 1's OF tJEW).O / FYJR:KICREFEREiCE�Oh" �E'R-CG9u'RESC--3MC,iW.:MFDPE4DEgTSMN4F t7!v-K.:S.G'E5X,::ff1x=RAVE REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE 2.All diirensi;.m s^ot:^•!are:end to end -?'nvisirns f)r ilushi!?g conne-iion arm.draii?ing of all pipe 0�GEN,,A 9,f, Clem] E-MTK 6L(%i'OP0:S�3 CONTRACT:0000 CITY:RYE BROOK STATE:NY ZIP:10573 3.Hipl•:temnarawre nea:ib are 19 be field installc-d Wrier-e uireC. -Ins ecivf's tes!connection shall be•revided tot each system �Ci ° ' t F +� �Q• * 500 1-•1 L:-,ATIONAnEFPI3P:CRt DR Q RE weE t�E aiuR sP�sEca+c uE P o-0+tsvRNttet'ff V K-U§200oECAEE S%A;ns CLIENT:THE WARJAM GROUP PHONE:19141 761.2 4.:;11 Pipes and hantlers are to Le il•stalled per.NFPA i'� -Hydraulic.Wentim-Action plates b NFPA`:required siu!ts �y(V �Ci (1p6 20-0) E-F°ATIONO*-OPOFST:3 CONSTRUCTION:WOOD ■ ■ LTD. S.Gridr:rd wet Systems s aL'provide a relief�•aKe per NFPA * y - W' ® CERI+c-8V :2 a&4B I-F:S1'a:SDE4!kMR7O!IP.;DE&_S;RW-ER 17Wt.Kr4A @150-uR:ESK02,M• ADDRESS:5 INTERNATIONAL DRIVE•SUITE 114 3.Ali new pit=in.g is to by ri,d:osrr.!ic<il'ry teat rd at no!less than 200psi it is the building owners res onskAit•')pievide adir°_,clte heat for all:ir2aS i the � OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:10573 M „�• liuildinr•'o:ecled^a+r:t;tv�,s,^..min ter sttTni ant'ir,all walr_-r tilled Si:fl;)ty pipe b3itiESlci Z f f�PUTE9��RFTEJF'JK,cR 15 INDUSTRIAL PARK PLACE,MIDDLETDWN,CT 06457 for ?o:,rr--.o! SCrpsi in excess a,thf rii.ikl..,r^preasi:ie ,. ) c� PI RISE UP < RE:t�eE1�tss o KREs�o+sE aR¢twAt vAUS:�w.;iTw.<�E.Ct}c.1.sN•R: SYSTEM TYPE:WET P'860.632.8053 F:860.63Z•B054 wien She!,:3yinili!T e:`sure tE•be n:aa'intai!'e'd i5 ti.a\:ess of 5upsi. and 6v5!ern riders tO drV!ype.syslerns. 2 • ,•,..a •yc r.•-h n r s! v n e !:,-ed .4i*ne&Surd shall tx maintainer or?all dt t s)•S1ems 3r a r:v.t+°:,ut�riatic air S 12� v PI:ElRVSDUS\ DATE:1 1?1 112020 FIRE SPRINKLER CONTRACTOR CONTACT WWW,MACKFIRE.COM 7.•+C-wicl:apenimg delii:e l.,,ec,::i,e.v.-he d y i,\, r olu i-e.._.s f Y)Pf' Y- Pp! F� 078 �p PIEAlSQINPP_ -A Tw•C�rAfSC�ppvpc,p� E,R^,p),,tyg�•15}G1ff.SRaiY1136.WrtF+tii1'E�S•1 DESIGNER:TODD DEUSLE PHONE:14131 530.551 500 gallonz,pfyr NFPA 13. compressor,or plant air system speceicaliy a pni-owed for ar•d capable of,auto:ralicAly pROFESs�� � �PI:ECril)0171COlrP.NGS«i'NGS AHJ:PORTCHESTER E-MAIL:TDEuSLE@MACKFIRE.COM LICENSES: CT:FI-40291 MA:SC-120494 R1:000347 P.NFPA':iL:apply a 'P.qu1rP(4 rnain:ainioq the rerwired air PrGSti IrE l� 01 R�VihADJEJSTNGitOS TOTAL Tile SHEET: TOTAL THIS JOr FIRE MARSHAL FIELDWORK COMPLETED: June 23, 2022 FILED MAP REFERENCE: Sub di vision Map of "King fie/d" F.M. No. 29210 filed August 30, 2018 Subject Lot:97 Known as 6 Jasmine Lane Jasmine Lane Town of Rye Tax /D: Section 129.025 Block 1 Lot 1.50 Access, Water & Sewer Ease. Per F.M. 29210 (Asphalt Pavement) Stone Curb (TYP•� Legend R=692.00' _ ' AC— Air Conditioning Unit ., ©— Sewer Cl can ou t Walk k Pavers CRW— Concrete Retainin Wall Walk ® — Curb Stop Water Service ao Drive 0 — Electric Box oo 0 — Electric Manhole >a — Gas Valve 0— Ligh t Pole o— Telecommunication Box • ®— Transformer Pad O— Water Valve Ob rn � LO Ares 4,069 Sq. Ft. .` U-) 00 N co D WIE N To date, no Title Report or Abstract of Title has been provided. This survey is subject to a p yDD R AUG 3 0 2022 current, up to date Title Report. Z) P Property corner monuments were not placed as w VILLAGE OF RYE BROOKBUIL DING DEPARTMENT port of this survey. � .—.. .�.�� This map may not be used in connection with a Deck Deck "Survey Affidavit" or similar document, statement � W°°d As Built Survey or mechanism to obtain title insurance for any z Fence subsequent or future grantees. 6 eLaneasmin Unauthorized alteration or addition to a survey N47'32'10"W 48.76' map bearing a Licensed Land Surveyors seal �s . . . Unit .9 7 o v* lotion of Section 7209, sub—division 2, of Common Area 1 the New York State Education Low. NOT BUILDING LOTS Prepared for According to NYSAPLS policy adopted January 23, Sunn . Homes, 1993, the alteration of survey maps by anyone other than the original preporer is misleading, s/tuate h the confusing and not in the general welfare and benefit of the public. Licensed Land Surveyors shall not alter surveymaps, survey plans, or Town of Rye P � y P � survey plats prepared by others. 71 Wes tches ter Coun ty Ne w York N S T E FL sc a 1' - 20' Date: Aupmt 2022 y ENGINEERING, SURVEYING & GRAPHIC SCALE LANDSCAPE ARCHITECTURE, P.C. . of 20 40 3 Gorre t t Place • Carmel, New York 10512 JEFFREY B. DeROSA, LS Phone (845) 225-9690 Fox (845) 225-971 7 AS-BUIL New York State License No. 050749 www.inslte—eng.com - DOCUMENT Q 2022 /n si to Engineering, Surveying 8c Landscape Architecture, P.C. All Rights Reserved. (IN FEET) 1622 7.200 1 inch = 20 ft. Lot Maps/Lot 97.dwg