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HomeMy WebLinkAboutBP20-250PERMIT # j�,J SECTION TYPE OF WORK JOB LOCATION OW N ER�_ CONTRACTOR � EST. COST ✓CO # c TCO # FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING (� RGH PLUMBING/ \ 22 GAS �j SPRINKLER �/ ELECTRIC ����� LOW -VOLT C� - ALARM � t A5 BUILT FINAL � � �.� ,�l�i.R,� � � ice= i � � • • ��� - lti' �Y1 /S�p� �s'e/��J f Je aa�-sos� �18�1 �saa FEE_--- --- -_ . _ bptE - -- :— INSPECTION RECORD ELF vHT�K ur �� �'L �cTi�l � 6�J1- �- a �- S1,c�/s AS-BUILTlFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION Q�QivPd /o u � ap^ � 8o YY�G �" OTHER APPROVALS ARB BOi PB ZBA OTHER FINISHED BASEMENT NOT APPROVED FOR USE AS A � SEPARATE APARTMENT OR I DWELLING UNIT THIS BUILDING MUST BE POSTED WIiH A PERMANENT CONSTRUCTION TYPE IDENTIFlCATION SIGN; V FR PRIOR TO THE ISSUANCE OF A C/0, AS REQUIRED BY NY STATE LAW. - ,,��, _ Gc� � � �,r' I I �I i �z Z --CP��--,�s3��,��.�►-tee �r�����-/ VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK NO: 22-177 Certificate of Occupaucp This is to certify that k�& byL � Y_ )-)Ct r+ner'`S� L L of, ,►Jy-00 , N I , having duly filed an application on ()(2f0b&_ f� 20 requesting a Certificate of Occupancy for the premises known as, 7 Ja,3zz) If�e LO/7ic , Rye Brook,NY, located in a P1.. 0 Zoning District and shown on the most current Tax Map as Section: / . :-'_U Block: J Lot: , 'J and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit NoC OO-Q! 0 , issued a 20 -�20, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use:k-,'3 6J_)C4�f/' 1'/y_, Construction: _ for the following purposes: Jloch IJ-)0le Owe I h ii Q Vu I Ain i Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FINISHED BASEMENT NOT APPROVED FOR USE AS A btFAHAIE APARTMENT OR 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 shall be made,nor shall the building be moved from one location to another until a permit to accomplish such change has been ob from the Buil Inspector. Assistant Building Inspector,Village of Rye Brook: Date: 2� - O` Ctu +N✓� Y C 4+V L�VV Vy� Alm annftwmaW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914)939-0668 Christopher J.Bradbury www.ryebrook.org TRUSTEES BUILDING&FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE November 17,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 7 Jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.51 Mechanical Permit#22-156 issued on 10/18/2022 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, Steven E. Fews Assistant Building&Fire Inspector /to (C i��o wYi 19 4m ait nft wm aW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914)939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING&FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE November 17,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 7 Jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.51 This document certifies that the work done under Mechanical Permit #22-073 issued on 5/13/2022 for the installation of a new gas furnace,a new condenser and related ductwork has been satisfactorily completed. Sincerely, Steven E. Fews Assistant Building&Fire Inspector /to yE D 4 4 C i v 19 404 annftemaW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.iyebrook.org TRUSTEES BUILDING&FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE November 17,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 7 Jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.51 Mechanical Permit#20-180 issued on 11/23/2020 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit,has been satisfactorily completed. Sincerely, Steven E. Fews Assistant Building&Fire Inspector /to J D ECH O W ID R�' For office use on[ BUILD JN TMENT pERMIT# OCT 2 8 2022 VILL'A OF RYE OOK ISSUED: //-cD3-- 38 KING STRE YE BROOK YORK 10573 DATE: �� VILLAGE OF RYE BROOK Yl 9 9 06 8c> FEE: . / - PAtn$ BUILDING DEPARTMFNT ��-i' t> __�.__..._.... WWR' r � Eooi;L 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 ww•rr►sss•►►uwrss►•♦►s►►r►ss►ssrssrs♦ss►•s►►q••ss►••sr►►ssssssp••srrr swspr••a►srsrr►rssq►srsaassrrwrss►s►►►►s►►rs►wsss Address: b,(OL ►Zqk Pe-CL) C 1J 4 Il)533 — V'(y I T -46 U Occupancy/Use: IZ 4C S Parcel ID#: 1 Z q . 25 " I - 1 .5 1 Zone: I7 bL 7 TAM Owner: SC 0'4 C g�D b/L PA ak. kQ-,, L 1,C Address 2 k5 a� soh 325 N ►�17�fk(�� T - Ad/r SIB% Warm 20►�.Pr fr;h 325 buo(� P.E./R.A.or Contractor: S 1nt� 12 f� b V l��o PYY6kr..� Person in responsible charge: Vv 1 L-WtVM Q I kµ Ad ress: v f 1 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: I IA I K M 2 I k u L— being duly swom,deposes and says that he/she resides at 3 G1 w 4a)II� P-t A(- (Print Name of Applicant) (No.and Street) in ,in the County of IAA I in the State of C ,that (City/Town;Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:S 7q b ' for the construction or alteration of- t{�'� � 51 N G LJC ra M 1 L,4 -T)W kU 11,h VU i�I�skm� Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. &%� z�-r•• Sworn to before me this � Sworn to before me this day of 6&TD6kC-- , 20 Z.Z.. day 20 Z2-- Signature of Property Owner , Signature of Applicant 1 t��t�Etil t.�c(jytl�t�lt.SS SARAHAARNDT tyiu'iam P—)"Z Print Name of Property Owner ?T Notary Public-State of New York Print Name of Applicant P m NO.01AR6435014 Qualified in Putnam County r ,1 Hy Commission Expires Jun 21, 2026 I L�-q-'4�� Notary Public t l� oiary Public oe 4RO o`` tim • 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.ors - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: 1 , (-2-622- PERMIT# l ZV ISSUED: L3 EC: 12�? - LOCK:_ LOT: LOCATION: ns1 L.JJ 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 P— FINAL ❑ OTHER �yE QRC��. O� Zm >9�2 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 : " " 1 ` �A \c- DATE: I(O�ZLX 212 � p� 2 , -zci PERMIT# �J ISSUED�` 7` SECT: BLOCK: LOT: " LOCATION: CAN-0- �o-� l OCCUPANCY. -` ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING nn NOTES ON INSPECTION: a, ROUGH PLUMBING Sh��}s�T ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BRap. c 1982 BUILDING DEPARTMENT [I BUILDING INSPECTOR Yla ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET - RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - ADDRESS :_ DATE: PERMIT# ?O ^ ISSUED: ECT: 'ISLOCK:�LOT: LOCATION: Cr�!`'C �� Zf'� : ((`�, OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING f INSULATION u NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRC��• 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : I O- DATE: PERMIT#- `:`� ISSUED:t 1 SECT: BLOCK: �_ LOT: I ^ t LOCATION: ���- O(CCI` OCCUPANCY: Z \� t ❑ VIOLATION NOTED THE WORK IS. ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE 4RO 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK /tl CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org i - - - - - - - - - - - --- - - - - INSPECTION REPORT - - - -- - - - - - - - - - - - - ADDRESS:- DATE: PERMIT# ISSUED:_SECT: 1 BLOCK: ! LOT: __ LOCATION: \ \%\ OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑, ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION [� NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER ( g. g p 0 to ` Cd � 4 . Ld d � q � / / � _ 2 | � • o as W 00,0 � b 0-4 k _ � ® } \ �'\ 2 / � > 00 d o c � o � - � 2. & � (D 2 \ � ƒ \ 4 �yE DRC�� 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 ----- - - - - - - - - - - - - - - - � A--Sy (N R- ADDRESS• 1 V DATE: i I Z Z I PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: �lfi-- 1 f pi �►'+- �-0�1 t t--� Q OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIitED FOOTING C��f El FOOTING RAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS `. , A u-, ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER �--1z r ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE fSRC��. Fo.� 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: e`i � `-`'� u� DATE: �� r PERMIT# [ O- ISSUED:' SECT: ( BLOCK: LOT: j I LOCATION: `)0, (7) ` OCCUPANCY: Z j ❑ VIOLATION NOTED THE WORK IS... ,fj ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION f REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING (' NOTES ON INSPECTION: \ ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�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.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - -- - - - - - - - - - - - -- -- - ADDRESS : J(75IH�e- DATE: PERMIT# ISSUED: JECT: BLOCK: -LOT:. L —4 c. �1LOCATION: W ��' OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BRC�v�. 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS . k DATE: ��/ ` I PERMIT# 20 ISSUED: �ECT: BLOCK: LOT: LOCATION: U t ` ` OCCUPANCY: Z ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING';'k ❑ 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 4E Bkj( • cu � ,,,,,,______,,,,,,((((((%,,,���,,,��� '9�2 BUILDING DEPARTMENT OBUILDING 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 - - - - - - - - - - - - - - - NSPECTION REPORT - - - - - - - - - - - - - - - -- - - - ADDRESS: v" 1 DATE: i PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: OCCUPANCY: - r ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�k. • 1982 BUILDING DEPARTMENT ING 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.ors - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - -- - -- - - - - - - - ADDRESS:- '- -ATE: 21 PERMIT# ISSUED: T: I Z 1 -'"BLOCK:LOT: J LOCATION: y OCCUPANCY: �1 V ❑ 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 ❑ FIrIA-L '.1THER �E BR(�k. • 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR kSSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.ors - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : n l R� _ 1 DATE: 4 PERMIT# is SUED: SECT) ' BLOCK: LOT: � 1 LOCATION: �1 J _ � OCCUPANCY: ❑ 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 ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�v�. 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www aebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: DATE: it i i PERMIT# ISSUED: SECT: BLOCK: LOT: > LOCATION: OCCUPANCY: } I ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: • ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE 4Ra? O�` tim 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ILSSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK r [I CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 1 y 1 DATE: PERMIT# � )ISSUED: , ` Z7� ECT:hBLOCK: LOT: LOCATION: [��� ! LJ C1 ' C" OCCUPANCY: f-T t� ❑ 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 Z ��BR(1V,�. cu � 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR [ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www Uebrook-org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - --- -- - - ADDRESS:— DATE: /77 I v �� 1 _ I• PERMIT# ISSUED:SECT: BLOCK: LOT. LOCATION: ` l l ', OCCUPANCY: _L16 ❑ 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 �, W o0 00 � ,� a � ►.� wtIq ►-� ' � x ac i •mil, Y N W V W 7 a 0.0 a a n � �,,,,, � V ,..., 0o m a. M F�j Ln W O 0-0 t. V a N zZ ° f. ` Z W W Oo O h FBI u 0-4 ur) C7 � $ 0-0 U w z c fioi- x y a En c >- [� 6 D EFVE I BUILDING DEPARTMENT AUG 18 2022 VILLAGE OF RYE BROOK VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 BUILDING DEPARTMENT (914)939-0668 --� - www.ryebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required n/,, FOR OFFICE USE ONLY BP#: 20-250 EP#: t (�—/ `7 6a Approval Date: AUG 1 9 2011 Permit Fee: $ Approval Signature: Other: Application dated, 08-16-22 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. LAddress: 7 Jasmine Lane SBL:1 5-1-1.51 zone: PUD 2•Property Owner: SIC,' Rye Brook Partners Address:5 International Drive Phone#: 914-481-1531 Cell#: email: 3.MasterElectrician: Denis M. Fortino Address: PO Box 713 Rye, NY 10580 Lie.#: E-51 Phone#: Cell#: 914-760-5226 email: dfortino entergriseelee com Company Name: Enterprise Electrical Consulting Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new house Wiring for smoke and carbon d t rtors 5.31 Party Electrical Inspection Agency: S W I S ***+.***�a**,r*a,r***a****«,r,r*****,r**,r***rr**,r*******�*+ra*,r**,►*r*,r*,r*r****,t,rr,ra***,t***********,r**t***,r,r****+rr STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: DerILS-11 F✓�l 1 r) 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) l 11 ' state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the E?c4y o,- 1 (-nri7 ctc-6- for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney, 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 fore me this \ day of ,20 day o 20� Signature of Property Owner Signature o4APP an Denis M. Fortino Print Name of Property Owner Name of Applic� Notary Public Notary Public�� J SHARI MELILLO Notary Public,State of New York No.OIME6160063 Qualified In Westchester Count%p3n022 Commission Expires January 29,20 C..1 STATEWIDE • %"A0 Service Wilh hjilegril.v 1:1 Main Street,Fishkill, NY 12524 1 email:office@swisny.com SWIS JOBAPPLICATION tel845.202.7224 I fax9l4.219.10621 SWISNY.com I SWISTraining.corn Office Use Elect.Permit# Date a - 2 Bldg Permit# Utility ID# 2 CJ -alb tic- /z 175 Final Certificate# City/Village - D OAK Zip /b Jf 3 Township County Address Cross Street Sectp Block / Lot�� Owner Name/Address(If different than abrne)t' Contact Number I �asement 1 st 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 nderground ew ❑Reconnect ✓ / El overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information p %1 IE AUG 18 2022 DU 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 havt been Installod,you art authorized to make the inspection and adjust the fee for the additional hems inspected.The applicant declares that there is no open applications for the above address with ant other Inspection company.The applicaM,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name ��jL � R��(i► Date 8� G. �'Z Signature Address D o 13 City/State giLl Zip Code �� O License# — , Phone# 76 0 .5 (v State Wide Inspection Services 1080 Main Street Fishkill, NY 12524 ToVK U Ts 845 2 Phone 914-219-119-1062 Fax STATE WIDE INSPECTION SERVICES Email: office@swisny.com Service With Integrity Website: www.swisny.com BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Enterprise Electric Corp. SC Rye Brook Partners PO Box 713 7 Jasmine Lane Rye, NY 10580 Rye Brook, NY 10573 Located at: 7 Jasmine Lane, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number:22-196 129.25 1.51 Certificate Number: 2022-7024 Building Permit Number:20-250 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: 7 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 24th day of October 2022. Name Quantity Rating Circuit Type Receptacles 69 Switches 35 Incandescent Luminaires 13 LV Under Cabinet Lights 04 Recessed Luminaires 50 Range 01 Dishwasher 01 Exhaust Fan 01 Furnace 01 Electric Water Heater 01 Dimmers 17 Meter 01 Water Heater 01 HVAC System 01 Sump Pump 01 Name Quantity Rating Circuit Type Panel 01 225AMP 42 GFCI 12 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. 777yyy 1� " 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 1 F• c■� w M ■ Q t W 0 N96 ° a o C7N = � Ln w = O Z O a z o W N � o W.WC*4 CD' C z rT O h Z -- w °O V1 z W a U w " 3 O Z w g � Q C7 C, W z J oo z w oC6 a z 3 Q w N o Gy Q U O w z atf) tUn z Q � c = QI CG cam. Zi 41 9=1 4.11 r R I BUILDING DEPARTMENT 7JUN VILLAGE OF RYE BROOK 938 KING SET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)93k668 FAX(914)939-5801 BUILDING DEPARTMENT NvwAv.t;vebrook.ore ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required / / FOR OFFICE USE ONLY BP 2 50 _ Ell#: `T I _ 13 Approval Date: UN Permit Fee: $ Approval Signature: . Other: Disapproved: (fees are non-refundable) Application dated,46-7-21 is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: 7 Jasmine Lane SBL: 129.25-1-1.51 Zone: PUD 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 it: email: dfortino@enterpriseelec.com Company Name: Enterprise Electrical Cons Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Ele .trl .al 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 o ore this day of 120 day o op�!� Signature of Property Owner Signature of Applicant Deyi 15 01. I� T�o Print Name of Property Owner Print Namublilc�� lit Notary Public Notary ALEXANDRA H.FRANK 1�qmna NotOry Public,State of New York No.OIFR6363711 QuallHdd In Westchester County l /21/19 t:nrnrtti"lon Expires August 28,20-21 tf�- PU Westchester Rockland Electrical Inspection Services, Inc. -Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, BUILDING NY 10523 ir DI l O. _ NG PERMIT NO. TEMP# DATE , C,Tygqx ; �` ZIP CODE TOWNSHIP C STREET °OR VN/ �.C.iCI POLE NUMBER � ZA BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION OCCUPANT'S NAME _. BUILDING OCCUPANCY � j�/�I� �/� / "_L _ ,�✓�f OWNER'S NAM�.AND D,RES$- HOME TEELLEEPP✓H NE NUMBER CURRENT SUPPUEd BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT 1'FL. J N - 1 2 21 2-FL. 3-FL. UILDI G DEPA TMENT REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: l2l AEG 1:::C�4 5;W4- U& 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 Ll AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. -NAME OF MPAN �REF Y DATE OF APPLICATION SIGN r� X /' 7-EET ADQRESS TELEPHONE NO. LICENSE NO.WHEN APPLICABLE ^�i'57 i a i t' t i M W c � �` = o j.� • A i W h r rr N +� O ►yi w L V� N ~� r-+ ad O Z o ` t Cf) w ,n y a a �o e > • C '° o W o � < , N cc w W � F •r N Z a MZ lot r V 1.. 0-mo a z en u V a a = N zz W W a3 W w �., � , a J ZO r A H • W U � U z 96 W v v' v U Ug W z z u. w °� o W O w a o0 ' ate, a z Ml u, z t LD � ��� � BUILDING DEPARTMENT J U L 18 2022 Dil VILLAGE OF RYE BROOK VILLAGE OF RYE BROOK 93 8 KING STREET RYE BROOK,NY 10573 , BUILDING DEPARTMENT (914)939-0668 _ ". www.i7ebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required 1 FOR OFFICE USE ONLY BP#: O��'—c� EP#: d �� Approval Date: OCT 2 0 Z022 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: 7 Jasmine Lane SBL: 129.25-1-1.520 zone: PUD 2.Property Owner: SC Rye Brook Partners I I C. 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 Lie.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortino(aD-enterpriseelec.eom 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 5.3`d Party Electrical Inspection Agency: State Wide Inspection Services, Inc. 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 regulation Sworn to before me this Swom to before me this 1� day of ,20 day of 20 Z Signature of Property Owner Signature of Applicant Denis M. Fortino Print Name of Property Owner Print rp e of A licant Notary Public Notablic CI-IRISTOPHER J.BRADBURY Notary Public,State of New York No.01 BR6159985 6/23/2022 Qualified in Westchester County Commission Expires January 29,20 �' STATE WIDE INSPECTION SERVICES, INC. Service With Integrity 0:0 • • SWIS • B APPLICATION tel 845.202.7224 1 fax 914.219.10621 SWISNY.coml SWISTRAINING.COM Office Use Elect. Permit# y _ Date Bldg Permit# - � — �� `� Scl Ft Plumbing Permit# Final Certificate# City/Village i.�� 1 " Zip ?/-1 Building Dept. County i7 Address A-t �i j�� } Cross Street Sectioir�� `R J Block, Owner Name/Address(If different than above) Contact Number ❑Basement ❑ 1st Fl. ❑ Znd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms C/O Detector Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Luminaires Generator Transfer Switch SERVICE Amperage #Panels 1P 3P # Meters #Disconnect ❑Underground ❑ New ❑ Reconnect ❑ Repair ❑Overhead ❑ Upgrade ❑ Disconnect Utility ID# ❑Con Ed ❑ NYSEG ❑Central Hudson ❑ Orange/Rockland PHOTOVOLTAIC SYSTEM PV Modules Inverters AC Disconnect Junction Box Combiner Box Load Center PV Monitor Energy Storage System DC Disconnect ❑Legalization ❑ Safety Inspection ❑Consultation DD 7OCT 19 202OK 2 E I � f VILLAGE OF r'tE BRO BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant, owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Email Address / 7f{j;�� > �C� C'c: �1 - ' , Name & '� ! D License# E — 1 Date Signature �h� ` L� Address fJC7 y/a City/State .�,4✓ Zip Code Company,'1�1� L:a�' 14 �=tx- Phone# D [ECIENIE ID State Wide Inspection Services CAD NOV - 9 2022 1080 Main Street Fishkill, NY 12524 U 845 202-7224 Phone VTj- VILLAGE OF RYE BROOK 914-219-1062 Fax STATE WIDE INSPECTION SERVICES BUILDING_DEPARTMENT 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 Partners PO Box 713 7 Jasmine Lane, Rye, NY 10580 Rye Brook, NY. 10573 Located at:7 Jasmine Lane, Rye Brook, NY. 10573 Section: Block: Lot: Electrical Permit Number: 22-253 129.25 1.510 Certificate Number: 2022-7532 Building Permit Number: 20-250 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:7 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 8th day of November 2022. Name Quantity Rating Circuit Type Elevator Wiring 01 30AMP 240V 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. Q W 00 _ n N 00 _ Q z `r' � e co O w z C) w z Ca/� Az \/ 0-4 A V O U 2 z w aUF) CA u C 5 ')mono ., wztn � It z � x d a 04 W W o z ,�a W n r o ►� 6n x ►� z � ° z a o � H xCA D �C EWE 3D BUIL C V EU MENT DEC 2 9 2021 VIL 19'0F RYE,_ OK VILLAGE OF RYE BROOK 938 KIN ;LT RYE ,NY 10573 BUILDING DEPARTMENT (914)9 4 939-5801 w or PLUMBING PERMIT APPLICATION //�� FOR OFFICE USE ONLY BP#: �Q -�50 PP#: C� " �/ C1 Approval Date: nFc q 0 2021 Permit Fee: Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, < 02/ is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work 11 be in conformance with all ap icable Federal, ,S Q State,County and Local Codes. -4 1.Address: 0.S'Mw1� Ln IUS� W`h1 U n'v*oI 6 SBL: A. - —/, / Zone: 1�1ID 2.Proposed Work: k `Mb'�Ytr or yww -_ Yn 1, &vy\,0,4 J 3.Property Owner: ?too IL 1 rAi ,(S LW, Address: 4 0t''Sk k QYAL J a S%%-0 596 Phone#: Cg1H) 7(.1 • , 50e Cell#: P Iy) _v4 - 5GSC email: 4.Master Plumber: `o ,k Address: Lic.#: q�Phone#: S- I Cell#: email: 11l Yl��(ASI mb;' oiVl Company Name: M b(OtSw Qtombo2!a crlca". (00"n dress:101q J4 q kA,SycJ0L Hoeur 7t� V'j1 k 0 SO INDICATE FIXTURES& LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement i I Ist Floor 1 n •C 2nd Floor 1 I 31 Floor 1 41 Floor 51 Floor Exterior 5.* List Other Equipment/Provide Details: oo (Notarized Signatures Required Next 2 Pages) 3/21/19 � e STATE OF NEW YORK,COUNTY OF WESTCHF.STER ) as: Pau 1 Nebrasty _,being duly sworn,deposes and states that he/she is the applicant above named, (print ra ne 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 -aumbtm ron+y-ac4or, for the legal owner and is duly authorized to snake and file this application. (indicate architect,couUaclor,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 3 Sworn to before me this day of G r ,20�_ day of 20 :;LU Q17T_ Signatu f rty Owner Signatur of lice J16(-,4,- D t.-i I,e,f ; _Paul NLRIros�u Print Name of Property Owner Print Name of Applicant Notary Public A Boyd Notary Pu I' Pubia�Sate of New York No.012%166307 QNwl W in woubgsw county Coiotlt Fatpiles Itlley 21,7W This application must be properly completedd in its entirety and must include the uvcrrrrrcu eegrsa+.�ro�.� the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returner) to the applicant. WENDY J ABBAGLIATO NOTARY PUBLIC-STATE OF NEW YORK No.01AB037870B Qualified In Orange County My Commission Expires 07.30.2022 ,. 321/19 7 i M CIOi� C /{{spy" rl •€ @ c \ i, 11 ~ > d s fz, * c°i A > m O 0 x F., g � i3y0 � S O i.. Z I•L1 Q T C � � � Q I In F• M $ � ° o ° � Gti a -e4 _2g F a � ❑ 0 C s A 00 °rb •-+ U _ oc z x ram. a, co 0 00 o U u CT � E w r� o W CN,3 ONO t; U , m 00 Ac Old 16 Z Lr, OG Q F■ �t V F � a n, � y E.r rr ^� W fY Z F' � O �•ev Y O U e e cr � z V z o > = f - �= s BUILD bkARTMENT p VILE. E OF RYOK G 938 KIN ET RYE BRdk3fd,NY 10573 (914)93�� 9 39-5801 OCT � � 2�2� wf+ VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: ?Approval Date: '#: 2�O MP#: ���IU v Application Fee:$ —16 Pd., Approval Signature: IMA _ _ Permit Fees: Disapproved: Other: Application dated: _3\ -1'}_ ___is hereby made to the Building Inspector orthe Village or Rye Brook NY tier the issuance ol'a Permit to install a Fire Suppression System as per detailed statement described below. I. Job Address: LQr� r Ne-T!Mekt Ri _Parcel I.D.: 1,0 9.15 1 Zone: UD 2. Proposed System(Describe system in detail including suppression agent): 13�gTxankle.r q�1tm -fh,rr�uatou-4-_hi,► _ 3. Number&Types of Fire Sprinkler[leads: t-{5 4. N.Y Statc Construction Classification: 5B N.Y.State Use Classification:g;Z 5. Cost of Installation:$ (Cost shall include all labor,materials.fixed equipment.professional fees.and materials and labor which may be donated gratis.) 6. Property Owner: So— RT V)rod k Par tiler=, Address:90 Phone#«a� -5�a� Cell# email: Applicant: 1` Q'Cc L Address: \5 tea .w1 F-6rK Piwe Phone# Cell#(eo���-+ ;la, email: t.1�ecr�rr,�cL�► me�1L �e .enm Architect/Engineer: Q. W , ��\1,�tar� Er, r.g er Address: 5DL9 Main*hvx_t- fur-4c—'AIa L Qatari."s- ,' `�•� oatav-t�u� Phone# (Ci-4).F�a3- g;t a� Cell# General Contractor:_ ,r C�[ ���1p_cT�Y�s�v Co.�t,Qn�Addresti: rrNe , r,a\ tvvrx.uc Pot, ,,1 i rc�r_L.Li_A bc6L4 Phone# (�4-, Em--ILtoo Cell# __ email: -t- 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 OF NEW YORK,COUNTY OF WESTCI[ESTER ) as: Z-aft6tae IL.rn-r,d� + ,being duly sworn,deposes and states that he/she is the applicant above named, (print fiame 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 M w6 Y c►r.r Q.s47o.Ae e,.. 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 confonnance 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 belirre me this M� day of , 20 day of 3\ , 20 } Signature of Property Owner Signature of Applicant Print Name of Property Owner �Print N�ameeol'A pplic�an�t � Notary Public Notary Public DFIBJRAH S. KUCHAR NOTARY PUBLIC w..v ComVMION EXPIRES AMII a 21�1 -'- lzs16 w 7 'n a a '0^ git N a w H Cl. y ti C � eyd' X o. ■ �_ wq U ON Q H M W "n� o u L � y 1� � O - 40, 00 p to Q Q = a A o 8 � W Y M W w Lon x N � � Z a a Q d 00 w A Fil Ln = QL r" z ° 4pW 00 co �z � w o + .. 2 z F 01 > � � C� 00 u n 9 M f Z c% W p v u v U o C,< ? p x v ► Cn v a a N zc � i -u � C0.4 v a v , Q U zgca.dvr O O H O BUILDING DEPXRTMENT F C IE � V LE VIL OF RYE BROOK 938 V.WG ET RYE BROOK,NY 10573M MAY 13 2022 DO 4 -0 8 VILLAGE OF RYE BROOK �t BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERMIT#: Pn ,Z- U-73 Approval Date: MAY 1 Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR;�E�ASEFMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)&Workers Compensation Insurance on a NYS Board form(Form#C 105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL=$100.00/unit• COMN ERCIAL=$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. **�r*9:x**z*ic****** **************iex****x*oex{cx******x*xir**********ize'rxxx***ir icxx*x>e is scxiexiv is irxivzxxxxxxx Application dated, / is he made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or re oval of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations. 1. Address: 1 s m o r c Lao e- SBL: aq,95-1'1.51 Zone: T uD 2. Property Owner: <--, Address: Phone#: Cell#: email: PlAc 1 s N ✓C. f P. e in 3. Contractor:�� �; L (Ca ti 4 y Address:PNt( -3 S01 Ift i ft n AJ Phone#: n Cell#: email: 4. Applicant: T +� JAnr r 0 Address: Phone#: )6 3 3 9 r.. b y D 'S Cell#: ,�; '".��3 -L It b email: 5. Scope of Work:New Installation(fi Replacement( )•Removal( )•Other For ( ): 6. List Equipment: �o r A d f a CA, 7. Location of Equipment: 8. Method of Installation/Removal(list all equipment needed to perform job): { , L 1 8/12/2021 STA O NEW Y RK,COUNTY OF WESTCHESTER ) as: t ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of dividual 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 T%+ L [a M I+ 11 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 Mt j day of ,20 J day of J Q 320 J.Z Signature of Property Owner Signature applicant i� At Print Name of Property Owner Print Name oV Applicant Notary Public Notary Publi BEAKED MISTLER Notary Pubtic-state of New York NO,01MI6419476 Qualified in Dutches n My Commission Expires 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 8/12/2021 N9MSE I/11,`.►Id�® Product Specifications HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSC Gas Furnace EASIER TO SELL • Up to 961.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 Illustrations and photographs are oNy representative. • High temperature limit control prevents overheating Some product models may vary. • Direct ignition with Silicon Nitride ignitor • Hi h ual' ,,corrosion-resistant, prepainted steel cabinet rWARNING EAI�R 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 wanting could result In personal injury, attachment death,and/or property damage. • Factory shipped for natural gas,with propane gas conversion kits available • Four position- upflowfdownflow/horizontal (left/right) installation tots I oti • At least twelve different venting configurations • Through the casing flue pipe for counterflow or horizontal rrraus �r1�1 applications with accessory(order separately) • Concentric vent available THMAWL c``RT l F���a • Self diagnostics with super bright LED �] • Slide out heat exchanger and blower assembly .� LIMITED WARRANTY* 78% 82% W% 97% • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration, an additional 5 year parts limited CERTIFIED CERTIFIED warranty swag For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for Uaa of IM AMRI CrbaaO TM Mark rifts-. manufacturers prbep.fgn in the program For other applications. venfrCMwn of cernac~for ndti uai producer go for anridnector,ag 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) N9MSE0261408A 40.000 96.0% 95.0% 400-775 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 120(54) N9MS O401410 40A00 96.0% 95.0 625-905 35 x 14-3/16 x -1 (889 x 361 x 1 3 55) N9MSE0401712A 40,000 96.0% 95.0% 650-1050 35 x 17-1/2 x -1 889 x 445 x 750) 134 1 N9MSE0601410A 60,000 95.5% 95.0% 6 5-1130 35 x 14-3/16 x -1 2(889 x 361 x 750) 127(57 N9MSE0601714A 60,000 96.0% 95.0% 650-1420 35 x 1 -1 x 29-1 (889 x 445 x 7 144(65 N9 0801716 80,000 96.0 95.0% 810-16 x x 2 -1/2(889 x 445 7 750) 154(69) N9MS 0802120A 80,000 96.0% 95.0% 1335-1970 35 x 21 x -1/2(889 x 533 x 750) 162(73 N9 SE1002114 100.000 915-1545 35 x 21 x 29-1/2(889 x 533 x 750 169 76) NgMSE 1002120 100. 000 96. 95.0 1345-2065 35 x 21 x 29-1/2(889 x 533 x 750) 169(76) N9 S 1202420A 1 120,000 1 96.0% 1 95.0% 1 1320- 10 x -1 x -1 (889 x 622 x ) 1 186(84) N9 1­402420A 1 140.000 1 96.0% 1 94.4% 1 1 0 35 x -1 x -1 889 x 622 x 0) 1 190(86) Specifications are subject to Change+rimout notice. 44011 4403 05 1213/18 i NXA6 Performance 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, m EEN`RGv suwr' ' a " • 5 year compressor limited warranty a�'°p"�e °°' n�Clred wah • 5 year parts limited warranty (including compressor and � `�°" ��� '� y pa / to acnaw rated tY 1 g P �p�vhair fl«f« or" apl m to oor COII) proper charge and airflow may lid—-wrgy eM—xN -With timely registration, an additional 5 year parts limited and shAiwt egu,proi""'a warranty (including compressor and coil) * For owner occupied, residential applications only. See it limp warranty certificate for complete details and , C �` US restrictions, including warranty for other applications. LISTED Use of the AHRI Certified 7M Mark indicates a manufacturer s participation n the program.For wrrficaaon of cariftation for ncovi"pfddKtS. go to www.ahndrrectory.org Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship I Operating Number (tons) BTU/hr Ampacity or Breaker height x width x depth In. (mm) Weight lbs.(kg) NXA618GKA 1' 18,000 11 8 20 28-11/16 x 25-3/4 x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 1 T7 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 16.8 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 60,000 324 50 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/ 127) SDeo cat.ons Subject t0 Change v IhW notice 421 11 6201 05 5/17/19 , �o r Ir y a N W , N N N N o\c \ , Vl U V S r a � O'd v o 'O w cis 1 r �c c,n E °p a 1 Ln N ON C91 Oco b 1■r r 00 Cn Me� o o o f r , Z v W Z w U V N 6 US Zp (: ` `� ■ i v E 4 Q a "% � Z ' \/ M w Q Q°O A v c a w a w < w o ` Q N y p � 8 • 1 cV v� A W zE � � � o ►MM� oo ..a a x ,� �� � �•;, QO �y w � ac O cn 5 v e.E v ° E x C a oG z zZ a � g • W z F v, z z " < cn U 0V W V z a Az z LL � � � Z g E o = Cfl) � b a• VILLA' BROOK BUILpING DEPARTMENT SEP 2 9 2022 938 KING S T YX, K,NY 10573 (914)93 ebrookxrjz APPLICATION FOR PERMIT TO INSTALL, MODIFY AND/OR REMOVE MECHANICAL EQUIPMENT OFFICE USE ON Y.��� Permit#: C fJ Building Inspector: Application Fee: --42n� Date of Approval: o r Permit Fee: i I .5� . �— �� Bldg/Use Class: Res. ( ); Comm. ( ); *************************************************************************************** REQUIREMENTS FOR RELEASE OF PERMIT: (A CERTIFICATE of COWLIANCE is REQuMEn TO CLOSE OUT TMS PERmrr) 1.Properly Completed&Signed Application. 2.Payment of Application Fee: Residential=$100.00; Commercial=$250.00(fees are non-refundable) 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. (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) 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 with a minimum fee of$275.00. 7.Inspection by Building Department for removal and/or installation. (48 hour notice required) 8.Any electrical work requires a separate Electrical Permit and Electrical Inspection. 9.Any gas/plumbing work requires a separate Plumbing Permit and Plumbing Inspection. ************************************************************************************** Application dated, is hereby made to the Building Inspector of the Village of Rye Brook,NY,for a permit for the installation,modification,and/or removal of the specific Mechanical Equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with the approved plans,and`with all applicable Local,County,State&Federal laws,codes,rules and regulations. 1.Address: —7 _)011to r•.:no Lf% F�y e f), o N�SBL: Z�j 2�� 1 — , S' Zone: ' 2.Property Owner: c�z- _T2ZAddress: Phone#: Cell#: email: 3.Contractor: W i 4' n A_V% 1 _.e 1% ` Address: H N'13�- 04-40 0-,4L L-n. &I tt Phone#: 1114' 74 ' 200 Cell#: email: 1Nhl1't. �.J,, 4,Applicant: 4ti_ *-% e�/&ii)Address: Phone#: 4 u 5 •2'70•/3 b 2 Cell: email: 5.Scope of Work:New Installation(�•Replacement( )•Removal( )•Other( ) 6.Type of Equipment: I;;,-j v.i 7.Location of Equipment: 8.Cost of Equipment including Installation Cost:$ 30, 000. 04 1 8/I2/202I STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: vim M St4,4, , ,being duly swom,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention& Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this 2-( Sworn to before me this 21 day of 2 1 b� ,20 ?Z day of SCe",,bcc— ,20 Signature of Property Owner Signs a of A C��� Print Name of Property Owner P ' t Name of Applicant Notary Public NdYwy Pt$H*Rl MEULLO Notary Public,State of New York No.01MEM0063 Qualified In Westchester County Commission Expires January 29,20z3 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 8/12/2021 Yv' A EA Cemried Certified Since 1993 certified Elevator Inspections, Hnc Since 1993 420 Columbus.Wenue, Ste. #,310. Vilhalla. NA' 10595 Phone: 914 428.3419 johncej@,optonline.net October 18, 2022 (�., �� U ��// `-I DD SC Rye Brook Partners LLC OCT 19 2022 5 International Dr Suite 114 Rye Brook NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT Attn: Jeff Dubois Re: Kingfield 7 Jasmine La. Dear Sir: As per your request, on October 18, 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 John G. Bochinis Certified Elevator Inspector NAESA QEI Cert.#C-875 NYS Inspectors Lic#132-21-01159 C.c. Michael J. Izzo, Rye Brook Building Inspector, Champion Elevator EP 29 20 22 PERMITS / �DiN�o RyE e sB�. �� , 2s- - L E V O T O Z EP,gRl��/pT DATE APP E OCT - 3 2022 manufacturing company, Inc . BUILDING INS CTO age of Rye Brook,NY FILE COPY P.O. BOX 749, 5191 STUMP ROAD, PLUMSTEADVILLE, PA 18949 PHONE# 215-766-3380, FAX# 215-766-3385, WEBSITE: CUSTOMELEVATORINC.COM ROPED HYDRAULIC RESIDENTIAL ELEVATOR LAYOUT DRAWING SUBMITTAL CUSTOMER: NORTHEAST / CHAMPION ELEVATOR 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: 7 JASMINE LANE LOCATION: KINGFIELD PROJECT CUSTOMER P.O. &/OR REFERENCE#: 7 JASMINE LANE DRAWN BY: FRANK DOKLAN PRELIMINARY DATE: 4/19/22 APPROVED BY: JOHN BLASCHKE APPROVED DATE: 7-8-22 RELEASED BY: F.D. FINAL DATE: 7-26-22 REVISIONS FINAL REV. DATE DESCRIPTION: 1 7-26-22 FINAL, F.D. JOB NAME: 7 JASMINE LANE DRAWING NUMBER: NEAST-23474 CONTRACT DATA CHARACTERISTICS: CAPACITY: 750 LBS. OPENINGS: 3 IN—LINE SPEED: 40 F.P.M. TOTAL TRAVEL: 19'-8" 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: 557 HOIST CABLES: (2) 3/8" DIA. — 6 x 19 RELIEF PSI: 696 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: 110-1 -60 HZ — 15 AMP CAB: 367 LBS. PLUNGER: 90 LBS. SIGNAL VOLTAGE: 24 VDC EMPTY CAR: 667 LBS. EMERGENCY POWER: 110 VAC U.P.S. CAB DESCRIPTION: SIGNAL FIXTURES: CAB MODEL: CLASSIC CAR STATION: FINISH: BRUSHED ST./STL. WALL FINISH: UNFINISHED MAPLE VENEER ®CALL BUTTONS W/ACK. LIGHTS CEILING TYPE: Cl ®ALARM SIREN W/PUSH BUTTON CEILING FINISH: UNFINISHED MAPLE VENEER ®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: DOOR TYPE: ACCORDION OPTIONAL: DOOR FINISH: HARDWOOD UNFINISHED MAPLE ®PHONE BOX FINISH: BRUSHED ST./STL. OPERATION: ® MANUAL ❑POWER HALL STATIONS: FINISH: BRUSHED ST./STL. OTHER OPTIONS: ®CALL BUTTON W/ACK. LIGHT • PRE—WIRE CAR ONLY (20'-0" REMOTE M/R) ®CAR HERE LIGHT KEYED (OPTION) • 6'-0" LONG x 3/4" DIA. HOSE ASSY. W/ 90'S & DBL. SWIVELS • PIT STOP SWITCH • DISCONNECT SWITCH PACKAGE • ADJUSTABLE RAIL BRACKETS • CONTROLLER PROVISIONS FOR E.M.I. LOCKS FINAL NORTHEAST ELEVATOR SERVICE CORP. P.O. BOX 749 5191 STUMP RD.PLUMSTEADVILLE, PA. 18949 PROJECT: 7 JASMINE LANE MAVVlVtqT FAX: 215176663385 80 PRE4/119/2� DATE: APPROVED BY FI7A26 A22: EOE DRAWN BY: F.D. REV. #: DRAWING NUMBER: m °«mP:cy, ;,;,'_" e ROPED HYDRAULIC SCALE: N.T.S. 1 NEAST-23474 RESIDENTIAL ELEVATOR PLAN NUMBER: Contract Data REVISIONS REV DATE DESCRIPTION FINAL 4'-10" CLEAR FINISHED HOISTWAY 1 1" 3'-2" PLATFORM 9" 3'-0" INSIDE CAR z RAIL (NOMINAL)4 1/4" 4 3/4" 0 M Z Q � _Z HANDRAIL y 0 L Q p � Z C.� N m C)f ' W O LLJ_ 0 O Zd O m J Z J 0 UN U L� !Z w Y t O wv m a� Lo V) w� J J I Z CAR OPERATING w m CJ O PANEL N cv I � i CAR COLUMN � 2'-10" CLEAR CAB OPNG. 3/4" MAX. w Li0 _ Z d HOISTWAY DOOR / V) LOCK (TYP.) ACCORDION TYPE w CAR GATE J H 0 01'-1" 3'-0" WIDE SWING DOOR 9" `.````0U%�0FN6W�yi., z •t .��� •. �9'� z REF. ONLY �:�• ti• ' t i ZHALL STATION TYP. AT ALL FLOORS =n M 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 C SILL TO BEAM ABOVE. INSIDE SURFACE OF HOISTWAY MUST BE FLUSH. (I L-A I�7JO, 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. COORDINATED WITH ELEVATOR CONTRACTOR. (�ZfS PLUMSTEADVILLE, PA. 18949 4. KILN DRIED, SOLID CORE, WOOD OR STEEL HOISTWAY DOORS, ENTRANCES, SILLS, krm' PHONE: 215-766-3380L,EVpTOR 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 .,mP:�r �•'"o 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: 7 JASMINE LANE 5. DISTANCE BETWEEN HOISTWAY DOOR AND SILL MUST NOT EXCEED 3/4" AND CLEARANCE DATE: APPROVED BY FINAL DATE: BETWEEN HOISTWAY DOOR AND CAR GATE MUST REJECT A 4" DIA. BALL AT ALL POINTS 4/1 PRELIMINARY NARY 7-26-22 9/22 PER ANSI/ASME A17.1-2016 CODE. 6. ALL WALL PATCHING, PAINTING, AND GROUTING BY OTHERS. DRAWN BY: F.D. REV. #: DRAWING NUMBER: 7. FINISHED CAB FLOORING IS TO BE FURNISHED AND INSTALLED BY OTHERS. SCALE: N.T.S. 1 NEAST-23474 PLAN NUMBER: IL-1-750 PAGE 3 OF 7 GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS Q A 1.A FINISHED HOISTWAY GUARANTEED PLUMB WITHIN 1/2" FROM TOP TO BOTTOM, AND W CONFORMING TO THE DIMENSIONS INDICATED ON LAYOUT DRAWING PROVIDED. ALL WALLS 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 c� FINISHED PRIOR TO INSTALLATION. HOISTWAY DOORS MUST BE PLUMB FROM FLOOR TO s FLOOR WITHIN 1/8' (NO DEVIATIONS). HOISTWAY MUST BE CONSTRUCTED IN ACCORDANCE 3 WITH ASME A17.1 AND ALL STATE AND LOCAL BUILDING CODE REQUIREMENTS. � 3 IF QO 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. Ld w I p~ > 3.FOR MASONRY WALLS, INSERTS SHALL BE PROVIDED BY ELEVATOR CONTRACTOR AND N 0 O INSTALLED BY THE GENERAL CONTRACTOR. �wCK Q 4.TOTAL TRAVEL DISTANCE FROM FINISHED BOTTOM FLOOR TO FINISHED TOP FLOOR Qw= L MUST BE HELD WITHIN 1' OF THAT SHOWN ON LAYOUT DRAWING. J U U 5.OVERHEAD CLEARANCE: (TOP FLOOR TO UNDERSIDE OF HOISTWAY CEILING OR OBSTRUCTION) TO BE MAINTAINED PER THESE LAYOUTS. IF 9'-6' CANNOT BE ACHIEVED, CONTACT FACTORY FOR ALTERNATE ARRANGEMENT. CD ui 1 _ ' . � o0 6.A POURED PIT CONFORMING TO THE DIMENSIONS INDICATED ON THE LAYOUT DRAWINGS rn MUST BE PROVIDED. THE PIT MUST BE DESIGNED FOR THE IMPACT LOAD INDICATED AND �O MUST BE GUARANTEED DRY AND LEVEL FROM WALL TO WALL. N 7.A SUMP PUMP AND SUMP PUMP HOLE WITH COVER IS RECOMMENDED IN THE ELEVATOR PIT WHERE WATER SEEPAGE IS ENCOUNTERED. A RECEPTACLE IS REQUIRED IF A 0 SUMP PUMP IS FURNISHED. COORDINATE LOCATION WITH ELEVATOR CONTRACTOR. FCn - 8.A PIT LIGHT WITH SWITCH IF REQUIRED BY LOCAL CODE. d 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 o u RAIL BRKT. SPACING CHART = o a BRKT. ELEV. FROM PEDESTAL CYL. RAIL Cr o NO. PIT FLOOR BRKT. BRKT. BRKT. a of z 9 8 LB/FT GUIDE RAILS REQ'D. 8 z 0 w a a 3 a 7 NO. OF RAIL In 6 29'-4" PCS. LENGTH N LU LU 5 24'-2" 4 10'-0" J 00 n 4 19'-0" 2 9'-8" L 3 13'-9" W N w 0 0 2 7'-4" Co LANDING L m OCATION CHART NJ N N LANDING FRONT REAR SIDE _ 3 Z a m o Vp,uurnurgy 2 � N ��` QF NEW�,, 1 z `�j: ��•9�: Uo M * c s �m;cr Z LLI V) d ^ ' b'?W EL {{ PIT REACTIONS : LOAD ON JACK 13675 LBS N ''•�,.,,,,,,����``�� LOAD ON BUFFERS 14050 LBS � I w Z 3 STOP HOISTWAY ELEVATION w a ( > P.O. BOX 749 5191 STUMP RD. 0 P�� (� PHONE: 215 E 49 766-3380 Co° IE L E V lei T V FAX: 215-766-3385 J 46 manur • cturIng ROPED HYDRAULIC wLo ow 1 company, Inc.11 RESIDENTIAL ELEVATOR a NORTHEAST ELEVATOR SERVICE CORP. o t PROJECT: 7 JASMINE LANE I o_ PRELIMINARY 7APPROVED BY FINAL DATE: 4/19/22 7-26-22 N j DRAWN BY: F.D. REV. #: DRAWING NUMBER: ma SCALE: N.T.S. NEAST-23474 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�$ 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 io 16 Note R1 RZ (k) 5�Of NOTE: BRA Ra�P�R2) RAIL BRACKET AND PEDESTAL BASE MOUNTING HARDWARE IS 1 Z TO BE FURNISHED BY ELEVATOR CONTRACTOR E( 8�15 ��P�R��) FIXED RAIL BRACKET (STANDARD) !Wn RAIL FORCES R1 65 LBS R2 220 LBS R3 3,205 LBS ��`�`��,OF NEIy�'�'a,, 0 :' � ® R1 R2 z m •' ' �•� I -1'O1'%lI 077142 ORp5 RAIL B RACK s.... NA�c``c�� P.O. BOX 749 5191 STUMP RD. PLUMSTEADVILLE, PA. 18949 j PHONE215-766-3380 : ICI I/ I 16 E L E V Fi T O FAX: 215-766--766-3385385 manut • cturIn9 ROPED HYDRAULIC comp�nr, Inc. RESIDENTIAL ELEVATOR oL Pp 2) NORTHEAST ELEVATOR SERVICE CORP. s;uf x PROJECT: 7 JASMINE LANE (Z PRELIMINARY DATE: APPROVED BY FINAL DATE: ADJUSTABLE RAIL BRACKET 4/19/22 7-26-22 DRAWN BY: F.D. REV. #: DRAWING NUMBER: (OPTIONAL) SCALE: N.T.S. NEAST-23474 PLAN NUMBER: Rail brkts. TYPICAL MACHINE ROOM LAYOUT O TELEPHONE CONNECTION O a N PUMP UNIT (SEE DETAIL FOR SIZES) WITH CONTROLLER 1L OUilEf (24"x24"x9" MOUNTED ABOVE P U M co N J N Z o 12 1/2" (#1 TANK) J W O r — O I D U II Zp 29 3/4" (#1 TANK) II QJ J u w I I O 1) OWN WITH CONTROLLER MOUNTED TO PUMP UNIT. J I W Z CAN BE SUPPLIED LOOSE FOR WALL MOUNTING. O I Q OU 2) #2 TANK IS USED WHEN TRAVELS EXCEED 50'-0" Z AND FOR 10 HP MOTORS. r7 C I O 3) OIL OUTLET LOCATED ON RIGHT OR LEFT SIDE. z 3'-6" CLEAR PER Q u�"uuu+ut,ta� NATIONAL ELECTRICAL CODE LL_ — — `````�a OF ^Ely LIGHT SW. & GFI *�"vy• ��y� s DUPLEX RECEPTACLE Q m; - uj ..0771A2 A ,O FESS1�����`�� MAIN LINE 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 SHALL NOT BE INSTALLED WITHIN THE HOISTWAY GENERAL NOTES AND PROVISIONS NOR PROJECT INTO OR THROUGH ANY WALL. REQUIRED BY OTHERS PIPE LAND 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.Q 3HP or 60 AMP.® SHP) 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 149 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-221N; 1; j PHONE: 215-766-3380 ELECTRIC INTERLOCK #EIK-031. ITE CAT.#SN-321; ELECTRIC INTERLOCK #SC-3. FAX: 215-766-3385 CUTLER HAMMER CAT. #DH221 NGK; ELECTRIC INTERLOCK #DS200EK1. E L E V O TO (5 HP) SOURCE FOR SINGLE PHASE HEAVY DUTY SWITCHES (OR EQUAL): SQUARE "D" CAT#H222N ELECTRIC INTERLOCK EK-300-1; m a n u t a c I u r 1 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: 7 JASMINE LANE 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. 4/19/22 7-26-22 5. MACHINE ROOM VENTS IF REQUIRED BY LOCAL CODE. DRAWN BY: F.D. 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. NEAST-23474 WITH ELEVATOR CONTRACTOR. PLAN NUMBER: Machine rooms ALTERNATE MACHINE ROOM LAYOUT O TELEPHONE CONNECTION O PUMP UNIT (SEE DETAIL FOR SIZES) WITH CONTROLLER (24"x24"x9') MAIN LINE MOUNTED ABOVE P U DISCONNECT & CAB �j LIGHTING DISCONNECT N ABOVE J 2 Q In Z O J � W a ui O O LIGHT SW. & GFI 4 O I Of w 0 DUPLEX RECEPTACLE D_ J Q U m QQ � W aL OLMLET J (> U W J cD W ^ n aI co z N 0 I 12 1/2 (#1 TANK) Z 29 3/4' (#1 TANK) 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. FINAL OF y• ASME A17.1.RULE 3.19.3.3.1 FLEXIBLE HOSE AND FITTING _# �L� * ASSEMBLIES SHALL NOT BE r Q : m: — INSTALLED WITHIN THE HOISTWAY GENERAL NOTES AND PROVISIONS m =w NOR 1PECT INTO OR THROUGH ALL REQUIRED BY OTHERS ='�` �l 2: PIPE MATERIAL AND ASSOCIATED cn���• 0�14,2 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, �' ,�OFES 10 '�����`` FUR ISHEDRBY THE ELEVATOR N.E.C., ASME A17.1, AND ALL STATE OR LOCAL CODE REQUIREMENTS. IT SHALL 7/, c N,` 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 / ) 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. / t / / ,/ FAX: 215-766-3385 CUTLER HAMMER CAT. #DH221 NGK; ELECTRIC INTERLOCK #DS200EK1. E L E V O T O it (5 HP) SOURCE FOR SINGLE PHASE HEAVY DUTY SWITCHES (OR EQUAL): SQUARE •D• CAT#H222N ELECTRIC INTERLOCK EK-300-1; m • n u 1' • t t u r 1 n q ROPED HYDRAULIC ITE CAT.#SN-322 ELECTRIC INTERLOCK #SC-5. `0Mp nr' 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: 7 JASMINE LANE FOR THE CAB LIGHTING IN ACCORDANCE WITH N.E.C. 4. A TELEPHONE LINE TO THE MACHINE ROOM AND TIED INTO THE ELEVATOR PRELIMINARY DATE: APPROVED BY FINAL DATE: CONTROLLER AS PER ASME A17.1 CODE. 4/19/22 7-26-22 5. MACHINE ROOM VENTS IF REQUIRED BY LOCAL CODE. DRAWN BY: F.D. 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. NEAST-23474 WITH ELEVATOR CONTRACTOR. PLAN NUMBER: Machine rooms Westchester E C E�d gowom AUG 13 2021 George Latimer VILLAGE OF RYE BROOK County Executive BUILDING DEPAR T MENT Sherlita Aniler.All) Conunissioner of Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13331-21-DCDA Application for Backflow Prevention Device Kingfield Development 7 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(CDwestchestergov.com . Respectfully, Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT/RB:pm cc: Jeff Dubois — SC Rye Brook Partners, LLC Frank McGlynn, Manager— Suez Water Michael Izzo, Bldg.tMsp. — Rye Brook\/ File + 0 RECYCLE Department of Health 25 Moore Avenue Blount Kisco,NY 10549 Telephone: (91 I I SG 1-7,2f16 Fax: 01 1)813-1691 NEW:YORK STATE DEPARTMENT OF HEALTH CERTIFICATE OF / PPROVAL 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. 13331-21-DCDA Facility: Kingfield Development City, Village, Town: County: 7 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, muskbe completed by a Professional Engineer or Registered Architect, licensed and registered in the State of New York. F. THAT the approved device(s) shall be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: DATE: August 2, 2021 Delroy Taylor, P.E. Assistant Commissioner NEW YORK STATE DEPARTMENT OF HEALTH BureauEmpire SttePla Water Supply Prorecdon Report on Test and Maintenance Empire State plaza-Corvine Tower Room r,10 APoany.NY 12237 of Backflow Prevention Device Please use a separate form for each device. For the year InRtal tsst-COMD7efa sntire Form .Annual teat-complete?art A only Public Water S,u ", r Axount No. aunty Block IAt Facility Name_K,1\c,-tr Q" Lxahon-,f Device ^C , Address street My Device Infprination Manufacturer Type 0 RPZ Model Size;in inches) Serial Number lJ, ik,"s DCv C��kt r�4-- C 8bE Check Vabre No-t Check Valve No,2 Dfl%rsntiat Pressure Relief Line Pressure_�� i Valve Test Leaked Leaked Opened at _paid Date before Gloats fight _Cl repair pa8Asight-�- C� 4 rn Pressure drop across first check valve M D Y psid iTesCrt Repaired by Name mmtar4ds used �c# (� PSI 1 d. 6\1(A Date repaired: m M D y Fnaltest Closed tight LX- Closed tight Opened at paid O Pressure drop across first �,l(Q M D y check valve 3.1 paid 3 Water Meter Number Meter Reading Type of Service:(check one) 9 Domestic 9 Fire 9 Other Remarks(Describe derwienoea:bypasses,outlets before the device.eonnectlonv between the device and polM of entry,mlasing or inadequale argaps,etc.) Certifipcen:This deww ® meets, tops NOT meet,the requirements of an ac bl wntainme device at the tlme of testing I remby certify the toregoing data to be correct to 9}fr i 7C�L 'S ;>Ll 3°tL29c t L Vnni Name Codified Tooter No. S Expiyaftn Dare Property owners(or owners agent certification that titst was performed: Title 91grte1 a Telephone jjrr-erfific-!a10-n!thstn.tftbtJon Is in accordance with the approved plans. fro be completed by the design anginver or archhed ar rate a moles) 1 hereby certify that this installation is in accordance with the approved plans: Name Russell Palucci Title Engineer Dew O 610 LI NYS DOH Log# License Number 78721-1 Phone(845 )337-6040 '_, Jy � Representing rime Soluticons, LLG onsu ing ngineers Describe minor insi Address 140 Princeton Drive i city Shelton State CT Zip 05484 OCT 2 8 2022 ar: coed comp:r copy ra dy qr.�o t e mr raprownunvo aria ono cony to Via water suppn Nddy owner BrW watts evppllor immodtatoty it dowse fall°1661 and repairs cannot immodialaly be made. te13(elet) BUIL�JIyv Dt�'` ; ' l r 7 Jasmine Lane Rye Brook NY 'N p ylt D (� �W IF. D 2015 IECC Energy OCT 2 s 2022 fz t Efficiency Certificate VILLAGE OF RYE BROOK 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): R8 Glass&Door Rating U-Factor SHGC Window 0.29 0.30 Door 0.30 0.30 Heating&Cooling Equipment Heating System: Heil#NgMSE1o0212riA 95.5% Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Jobe Leonard Date: 2/1P/1g 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: 4575-7 Jasmine Ln Rye Brook NY Name: Address: 7 Jasmine Address: 7 Jasmine Rye Brook, NY Rye Brook, NY Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 2.52 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 4575-7 Jasmine Ln Rye Brook NY Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,262.2 (+/- 2.2%) Effective Leakage Area: 70.6 in Building Volume: 29,995.0 ft3 Enclosure Surface Area: 3,382.0 ft2 Coefficient (C): 101.9 (+/- 17.0%) Exponent (n): 0.643 (+/- 0.047) Correlation Coefficient: 0.99736 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 68 OF Post Indoor Temp: 68 OF Pre Outdoor Temp: 57 °F Post Outdoor Temp: 57 °F Altitude: 165.0 ft Time Average Period: 10 seconds Test Date and Time: 2022-10-17 09:23:50 2000 • Depressurize — E w 80g$1$ 700 d 600 o, 500 c v 400 300 200 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa) BIdg_(Pa), Adj Bldg-(Ea) Fan (Pa) Flow (cfm) Config Baseline -2.0 -60.0 -61.8 -59.9 -63.8 1,441.6 Ring A -54.0 -54.0 -52.1 -54.2 1,331.2 Ring A -48.0 -50.2 -48.3 -49.3 1,271.7 Ring A -42.0 -44.6 -42.7 -38.8 1,132.1 Ring A -36.0 -38.3 -36.4 -33.2 1,049.1 Ring A -30.0 -31.9 -29.9 -25.0 913.5 Ring A -24.0 -24.3 -22.4 -178.1 790.8 Ring B -18.0 -23.1 -21.2 -150.0 726.4 Ring B Baseline -1.9 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6006 Calibration Date: 2020-07-01 Deviations from Standard: • None 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:- -7 ^kN w— SBL Zone: v '> Use: 21� Const.Type: Other. Submittal Date: 13 Revisions Submittal Dates: Applicant: Nature of Work: G � `A`^-t• 1 1-�- �"�� Reviews:ZBA: NOV 2 3 2020 pB: BOT: Other. OK 4o ( ( ) FEES:Filing. 7S�, / BP: L I �2l 6 �.� c/o: ( ) (v� APP: Dated. ✓ Notarized: ✓ SBL ✓ Tniss 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: Archival• Sealed: Unacceptable: ( ) (,. LANS: tamped: ✓ Sealed i✓CopieV Z Electronic Other.D (e> ( License: Workers Comp: V Liability: V 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. (vY ( ) 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 2 3 2020 Am: Date: Cir FronW� Froru: Front: Sides• Main Cov Accs.Cov EL H Sb: S .HS : Tot,Imp: FLIM: ka&iw. HHcLak/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&I.Ft. 0 New Construction Cost • Building Permit Fee Basement= 7S(c, sq. ft. x $65.00 = $ I'f,D. --x$I5.00/$I,000.00 = $ 731 . to ° I,,Fl. = L�i�sq.ft. x $225.00 = $ �3 Z t 6?-S-, "— x$I5.00/$I,000.00= $ (9 y,q o 2nd Fl. _ I k P07- sq. ft. x $225.00 =$ 2 G S Ste. x$I 5.00/$I,000.00= $ 3 S ZS Attic= sq. ft. x $225.00 = $ 10— x$I5.00/$I,000.00= $+ Total Sq.Ft. _ \-2 G( sq. ft. Total Cost= $ G I'I Total B.P.Fee= $ °Includes Attached Garage if Applicable. Total Amount Paid = $ Total Amount Due= $ NOV 2 3 2020 Date: Signed: This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. 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: B/''IRtii S NuLL — Se,,\J /D4�SiA,h4 !+e6A-(i Subject Property: SBL: Zone: Please take notice that the subject; [,/One or Two Family; ❑ Commercial, New Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; 11"Truss Type Construction(TT) YPre-Engineered Wood Construction(PW) ❑ Timber Construction (TC) in the following location(s); ❑ Floor Framing, including Girders &Beams (F) ❑ Roof Framing(R) Z Floor Framing and Roof Framing (FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. p;ite Dcsign Pro ' al Date T 1 Prop• y w Date V I ry No Public - ��� TRISHA M TINEZ NOTARY PUBLIC-STA E OF NEW YORK No.01 MA6331843 Qualified in Dutchess County My Commisalon Expires 10-18-2023 y ` Building Permit Check List&Zoning Analysis Address: N VZ— SBL• 12'F .2 S — t Zon � Use -2 t O Const Type Other. Submittal Date Z Z Revisions Submittal Dates: Applicant: Nature of Work — . � �WL evi w :ZBA: O C T — 3 1011 pB.. BOT: Other: hMFIR OK ( ( ) FEES:Filing: loo'-� BP: 4 gyp. ` C/O: Flood Plane: Legalization: APP: Dated: Notarized. ✓ SBL: ✓Truss I.D. Cross Connection H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Stone Water Review Street Opening. ( ) ( ) ENVIRO:Long. Short Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt: Tree Plan: Other. ( ) ( ) SURVEY:Dated: Current Archival: Sealed: Unacceptable: ( ) (�PLANS:Date Stamped: '/ Sealed: `' Copies- 2— Electronic. Other. (tIl ( ) License Workers Comp: Liability: 7 Comp.Waiver. Other. ( ) ( ) CODE 7S3#: Dated: N/A: ( ) ( ) HIGH-VOLTAGE ELECTRICAL-Plans: Permit N/A Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Ocher. ( ) ( ) 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. O O 2020 NY State ECCC: N/A: Other. ( ) ( ) Final Survey Final Topo: RA/PE Sign-off Letter As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. ( )ARB mtg.date: approval: notes: ( )ZBA mtg.date: approval: notes: ( )PB mtg.date: approval- notes: REQUIRED EXISTING PROPOSED NOTES onto• OCT - 3 2011 Fmw l= &W. Main Ac Et.H/Sb: Sd.H/Sb: sEA Tot,Imp notes: 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 °' certificate does not confer rights to the certificate holder in lieu of such endorsement(s). m PRODUCER CONTACT � Aon Risk Services Northeast, Inc. PHONE (g66) 263-7122 Boston NA office Ac No (4 No). (900) 363-0105 53 State street E NAIL - o Suite 2201 ADDRESS: _ Boston MA 02109 USA INSURER(S)AFFORDING COVERAGE NAIC e INSURED INSURER A: Navigators Insurance CO 42307 SC Rye Brook Partners, LLC INSURERB: Guideone National Insurance Company 14167 230 Park Ave. New York NY 10169 USA INSURERC: Starr Indemnity a 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. Limas shown are as r LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER LAWTS B X COIrERC1AL GENERAL LIABI.(TY EACH OCCURRENCE S5,000,005 CLAMS-MADE ❑X OCCUR DAMAGPREMISES RERMEa irrenca 51001000 MED EXP(Any one parson) EXCI tided PERSONALS ADV INJURY S 5,000,000 GEN'LAGGREGATELIMITAPPLIESPER GENERAL AGGREGATE $5,000,000 POLICYPRO- LOC 2X4 X JECT PRODUCTS-COMP/OP AGG $5,000,000 r OTHER ram n AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 'n fi ANY AUTO BODILY INJURY(Per person I 4 OWNED SCHEDULED BODILY INJURY(Per moddent) m AUTOS ONLY AUTjp HIRED AUTOS NON-OWNED PROPERTY DAMAGE V ONLY AUTOS ONLY Pa scddent t: C UMBRELLA LIM OCCUR 1 1 1110112021 EACH OCCURRENCE EXCESS LIAR CLAMS-MADE AGGREGATE S5,000.500 DED RETENTION WORKERS COMPENSATION AND PER STATUTE I OTH. EMPLOYERS'LIABILITY Y/N ER ANY PROPRIETOR I PARTNER EXECUTIVE E.L.EACH ACCIDENT OFFICERAEMBER EXCLUDED' Q N/A (Miandslory In NM E.L.DISEASE-EA EMPLOYEE tl yes daa0e under DESCRIPTION OF OPERATIONS below i E L.DISEASE POLICYLIMIT DESCRIPTION 0:OPERATIONS LOCATIONS VEHICLES(ACORD 101.Aodnanal Remarks Schedule,may be enstned 11 mom space Is required) a� �y CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village of Rye Brook AUTHORIZED REPRESENTATIVE 938 King Street Rye Brook NY JOS73 USA ��//��s�' y/� tJG[01i a%%'G�AAG r�Lt�ll.�A4 c/llf.!/AA?�✓I.- —y! (01 988-20 1 5 ACORD CORPORATION.All rights reserved. ACORD 25(2016,03) The ACORD name and logo are registered marks of ACORD Certificate of Attestation of Exemption from New York State Workers' Compensation and/or Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit SC Rye Brook Partners,LLC From:The Village of Rye Brook NY 1100 King St Ste 114 Rye Brook,NY 10573-1057 PHONE:914-481-1531 FEIN:XXXXX6509 The location of where work will be performed is 110 King Street,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building permit are from March 17,2020 to March 16,2021. The estimated dollar amount of project is over$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.) I,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 I 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. HEIR Signature: Date: ;- /-7.ZoLO Exemptio�C ate Number +•a �, ved 20 - 24 M . a 020 `. �4 .:NYS-Work nutiolaBON4 i CE-200 01n01 s ACOR" DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 04/132020 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 CONTANA E.CT CLIENT CONTACT CENTER FEDERATED MUTUAL INSURANCE COMPANY HOME OFFICE: P.O. BOX 328 A CNNo Ext:888-333-4949 FAX No):507-4464664 OWATONNA, MN 55060 AIL ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURER(S)AFFORDING COVERAGE NAIC J1 INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B:FEDERATED RESERVE INSURANCE COMPANY 16024 MACK FIRE PROTECTION INC INSURER C: 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:466 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUBR POLICY NUMBERJAM Ma POLICY EFF POLICY EXP LIMITS _LM X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED $100 000 PREMISES a occur MED EXP(Any one person) $10,0W B N N 6042334 05/11/2020 05/11/2021 PERSONAL B ADV INJURY $1,000,000 GEN'L AGGR EPRO LIMIT APPLIES PER. GENERAL AGGREGATE $2,000,000 X POLICY JECT ❑LOC PRODUCTS-COMPIOP AGO $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000 OOO a accident X ANY AUTO BODILY INJURY(Per person) OWNED AUTOS ONLY SCHEDULED B AUTOS N N 6042334 05/11/2020 05/11/2021 BODILY INJURY(Per accident) HIRED AUTOS ONLY NON-OWNED PROPERTY DAMAGE AUTOS ONLY Per acci n X UMBRELLA LIAB 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 RETENTION WORKERS COMPENSATION OTH- AND EMPLOYERS'LIABILITY Y I N X PER STATUTE ER ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICERIMEMBER EXCLUDED? NIA N 6042338 05/11/2020 05/11/2021 (Mandalory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1,000,0()0 DESCRIPTION OF OPERATIONS I 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. AUTHORI7ED REPRESENTATIVE O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD INEWR Workers' CERTIFICATE OF ATE Comp Boardensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name 8 Address of Insured(use street address only) 1b.Business Telephone Number of Insured 860-632-8053 MACK FIRE PROTECTION INC 149-868-2 15 INDUSTRIAL PARK PL 1c.NYS Unemployment Insurance Employer Registration Number of MIDDLETOWN,CT 06457-1501 Insured Work Location of Insured(Only required if coverage is specifically limited to 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 3b.Policy Number of Entity Listed in Box"1 a" Rye Brook NY 10573-1226 6042338 3c Policy effective period 05/11/2020 to 05/11/2021 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) X❑ all excluded or certain partners/officers excluded This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 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: Elizabeth Petersen (Print name of authorized representative or licensed agent of insurance carrier) 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 '4C� CERTIFICATE OF LIABILITY INSURANCEF2)1/2022(MMIDDIYYYY)ATE 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 NAME a°No Ext (845) 895-8873 PO Box 659 Arc No Wallkill, NY 12589 ADDRESS ottins2001@yahoo.com INSURER(S) AFFORDING COVERAGE lyA�a _ INSURER Main Street America INSURED Total Comfort Inc INSURER B National Grange PO Box 359 INSURER 7 Ohara Rd INSURER D Milton, NY 12547 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMSPOLICY EFF INSR LTR TYPE OF INSURANCE INSD au- POLICY NUMBER MM/DD/YYYY MM/DD/YVYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 OOO 000 CLAIMS-MADE OCCUR DAMAGE IQ RENT PREMISES Ea ocwrrence $ 500 000 A X X MPU7919F 1/21/2022 1/21/2023 MED EXP(Any one person) $ lO 000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER POLICY 7 PRO- GENERAL AGGREGATE $ 2,000,000 JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER AUTOMOBILE LIABILITY $ ANYAUTO Ea accident) $ 1,OOO OOO OWNED SCHEDULED BIU7 919F 1/21/2022 1/21/2023 BODILY INJURY(Per person) $ B AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ x HIRED NON-OWNED AUTOS ONLY x AUTOS ONLY Per accident $ X UMBRELLA LIAB X OCCUR $ B EXCESS LIAR CUU7919F 1/21/2022 1/21/2023 EACH OCCURRENCE $ 5,000,000 CLAIMS-MADE AGGREGATE $ 5,OOO,OOO DED RETENTION$ PER 1WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANV PROPRIETOR/PARTNER/EXECUTIVE WCU7919F 1/21/2022 1/21/2023 B OFFICER/MEMBER EXCLUDED? ❑ N/A E L EACH ACCIDENT $ 1f000,000 (Mandatory In NN) If yes describe under E L DISEASE-EA EMPLOYE $ 1,000,000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101 Additional Remarks Schedule may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION VILLAGE OF RYE BROOK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING STREET THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS RYE BROOK, NY 10573 AUTHORIZED REPRESENT TIVE ©1988-2015 ACORD CORPORATION. All rights reserved ACORD25(2016/03) The ACORD name and logo are registered marks of ACORD NEW Workers' CERTIFICATE OF TATE Compensation i Board NYS WOR KERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured 203-223-6700 TOTAL COMFORT INC PO BOX 359 1c. NYS Unemployment Insurance Employer Registration Number of 7 OHARA RD Insured MILTON,NY 12547 Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Securit certain locations in New York State,i.e.,a Wrap-Up Policy) y Number 141829022 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NATIONAL GRANGE VILLAGE OF RYE BROOK 3b.Policy Number of Entity Listed in Box"l a" 938 KING STREET WCU7919F RYE BROOK,NY 10573 3c.Policy effective period nv911/91`199 to nvw�m� 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) XQ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"Y'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: WILLIAM C OTT (print nam@of authoryzed representative or licensed agent or insurance carrier) Approved by: t d (Signature) (Date) Title: PRESIDENT Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov CHAMELE-01 ACORO CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) 9/16/21612022 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 en NAME: HOTALING PROPERTY&CASUALTY LLC PHONE FAX 2678 South Road (A/C,No,Ext):(845)454-8363 (A�_c,No. 845 CII-7494 Suite 102 E-MAIL certificatesmel@hgfln.net ADDRESS: _ _@_� Poughkeepsie,NY 12601 certi INSURERtS)AFFORDING COVERAGE NAIC N INSURER n_Accredited-Surety and Casualty Company,Inc. 26379 INSURED INSURER B:Utica Mutual Insurance Co 25976 Champion Elevator Corp. INSURER C 1450 Broadway 5th Floor INSURER0: 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 INSR TYPE OF INSURANCE ADDL SUB R POLICY NUMBER POLICY EFF POLICY EMOMXPLTR LIMITS A X COMMERCIAL GENERAL UABIUTY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR 1-TPM-NY-17-01268951 8/10/2022 8/10/2023 DAMAGE RREMISES occurrence) .$ -ENTED 300,000 MED EXP(Any one person) $ 51000 X COntraCtual Llab PERSONAL&ADV INJURY $ 4000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 4,000,000 POLICY X PEeT LOC PRODUCTS-COMP/OP AGG _$ 4,000,000 OTHER: EBL AGGREGATE 11000,000 B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 11000,000 (Ea accident/ $ X ANY AUTO 5474966 8/10/2022 8/10/2023 BODILY INJURY(Per person) ,$ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY BODILY INJURY JPer accident)-$ _ AUTOS ONLY AUTOS ONLDY (Per a�entpAMAGE $ A UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 3,000,000 X EXCESS LIAB CLAIMS-MADE 1-TPM-NY-17-01268952 8/10/2022 8/10/2023 AGGREGATE $ UNION DED RETENTION$ A WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY S,ATiLI TE ER _ ANY PROPRIETOR/PARTNER/EXECUTIVE YN- 1-TPM-NY-16-01285898 8/10/2022 8/10/2023 1,000,000 I N/A OFFICER/MEMBER EXCLUDED? E I EACH ACCIDENT $_ (Mandatory in NMI E I DISEASE E A I MPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below _ E L DISEASE POLICY LIMIT S A Excess Liability 1-TPM-NY-17-01268953 8/10/2022 8/10/2023 Aggregate/Occurence 510001000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:6,10&7 Jasmine Lane,Rye Brook,NY 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 Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.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 1 d.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"la" BUILDING DEPARTMENT 938 KING STREET 1-TPM-NY-16-0128589 Rye Brook,NY 10573 3c.Policy effective period 08/10/2022 to 08/10/2023 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 1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation Insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy Indicated on this form, If the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business Is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named Insured has the coverage as depicted on this form. Approved by: Daniel Emerson (Print name of authorized representative or licensed agent of insurance carrier) Approved by: -, - 8/31/2022 (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 OCTKIN FIELD DEVELOPMENT CL STER wwwwvv ? 2 z INTERNATIONAL DRIVE VIL � 020 BUl G�� RYE BROOK, NEW YORK Cp�NG YE -R D��'AR ooK Nr SC RYE BROOK PARTNERS, LLC 5 International Drive, Suite 114 Rye Brook, NY 10573 COPY i Ix NYS Uniform Fire Prevention & Uniform Building Code: 2020 Building Code of New York State N 2020 Residential Code of New York State - 2020 Fire Code of New York State - 2020 Energy Conservation Code of New York State _ - 2020 Plumbing o 0 oState C de f New York - - i ---- --- -- - - ---- 2020 Mechanical Code of New York State - - j I-- j {-_J� =�� �.J.J , _ 2020 Fuel Gas Code of New York State I: i 2020 National Electrical Code 2017 ICC 117.1 Accessible & Usable Building and Facilities Project Criteria: Use Group: R-2 11 JASMINE LANE 9 JASMINE LANE 7 JASMINE LANE Construction Type: 5B Area: 10,274 sq.ft. Volume: 90 141 cu.ft. FINISHED BASEMENT NOT APPROVED FOR USE AS SEPARATE APARTMENT OR D.O.H.APPROVAL REQUIRED FOR DWELLING UNIT BACKFL M PREVENTION DEVICE, #L...� SBL# Z- l 7 Thurston Avenue Structural Consultant NOV 2020 Newport, RI 02840 Cameral O'neill Engineers J DATE APPRO D THIS BUILDING MUST BE POSTED CordtsenDesign.com 117 Black Point Lane WITH A PERMANENT CONSTRUCTION 401.619.4689 Portsmouth, RI 02871 TYPE IDENTIFICATION SIGN; oft BUILDING INSP TORS ge®f Rye Brook,NY MEP8�P Consultant V R.W. Sullivan Engineering U 529 Main Street #203 ffFI UILT/FINAL. SURVEY C O R D T S E N Boston, MA 02129 PRIOR TO THE ISSUANCE OF A C/0, QUIRED PRIOR TO D E S I G N AS REQUIRED BY ICY STATE LAW. HAL INSPECTION ARCHITECTURE C A C1 2 C1 C 1 C2 ;. DR C2 A BR x zzW .. _. 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' ( 1 J�// � S/.P.S 4 2'0!:.E N BO" A c Z Z... 12"THICK:GONG FTC e o I O - r - --- — - Rzl W/•5 BARS® 00- O O - N - �' % o,.,u 12-O G EY1 50T I -- - 'r- 10'DIA REINFORCED J 1 50NOrJ5E O'ER T"P 5 i O (5 O F MN 3 6 5 1 I'- 1 u x - 3ALL FROV D=I INSTAL-BEA TO WA.-'L ry M 2C iH Fr,;GKfT AND P T 3fAR.NG D R_INF;-V°J LIARS 6 I, v [-0'-Sy.") I POCKET PLAT:-TO ACCCI-JODAT= _ '� 12 OG < _ BEAM PRGTEGT O.G W tID W i =i q - LNTRFATFD L I,"aER WITH T O.WALL C- T I SO I I \ it Eu!LG1ti5=EL', p (GCORD.W/AR H 0 T O WALL TO V^IAL.L S r1;tCOry TfP 1 r - [GOORD W/ ,000RD W/ARCH LI � gARGHL] J GOORDINATc CAL PR E WAT[RPROOFINS TG WALL 1 Fdx4 - - - - - (-0'S%i'I AG NAL REBAR O 10 1 I / AND DRAINAGE W/ F3 F2 5 ] A RE-ENTRAN v _I I - - T O WALL J I T O WALL ARGHL DW .�55. - A5 CORNERS I I I BEAM [0-541 POCKETJ PRO °5 BARS AT 24,OC 1h'IOr' 3-6v:" 14'-IV:" T I I U. (2_33 M ] _ TO WALL 9 WINDOW < VE-RTIGY t HORIZONTALLY � O ELEV 9' I COOQD W/ACH L) TO WALL c I _ R CENTEREDON WALL PROVIDE ,� 6 I (GOORD N _ 7 95 DOWEL INTO FTC?TO MATCH - 10'WALL ARGHL)co y VERT REINF PROVIDE I INSTALL Y2' I SLAB p �-� - PROVIDE INSTALL GOIN NG V. WATERPROOF GAP AND BASE PLATES 50.1 I C, I'-10'FTS SPRINSFIELD'G P - AT ALL SOLUtxNS.TYP ---- AND DRAINAGE W/ 0 ARGHL DKC-6 r C4-4 pC << 4'NORMAL HT CONG.� _ w 5 cz ,j I N SLAB-ON-6RADE 50.1 F2 �5 L 50.2 m SEE DETAIL - - _ _ PROV _e A A' < PROVIDE/ ALL 152'J iG - O MKT AL /10k Z NTA L 'SPRINGF AP AND 11•' 14 1 I'-10' 1_ / IL GO '. 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P_SLr�3 [.I" DIAGONAL REBAR BAR AT PER BEAM PROTECT UNTREATED BEAM POGKE`T AND P T 50.1 __--- _-_. i `LEv 10' LUMBER WITH BUILDING FELT -� BEARING PLATE TO �j1p-; � I. ) AT RE ENTRANT 1 O ACCOMMODATE BEAM � O PROr'T UNTREATED IN THE EVENT OF SEPARATE SIM 5 I- . - 1 ,i LUMBER WITH BUILDING FELT POURS.PROVIDE/INSTALL 95 I v LL IJ x 30-LONG DOWELS®12'OG - 10 L L , `-T wA I I VERT.DRILLED I EPDXIED INTO O ®BE I ! 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O ENTERED AT T P OF WALL (O yi •� x 30'LONG DOI"a=LS S 12'G.G. A NIP CONTINUOUS ED 2x3 [-0'�•) VERT DRILLED I EPDXIED INTO m SHE AR KEY AT WALL BASE IN THE EVENT OF SEPARATE FON W/b"EMBED O i POURS.PROVIDE I INSTALL 95 v D - �- x 30'LONG DOWELS®IT O.G. I T.O WALL -j u- O I O a rn 5 J VERT.DRILLED t EPDXIED INTO $ 0 DOOR , -^ v' PON W/b'EMBED T.O.WALi- I SO.I (-I•_b•] _ - b i KALL �- _ 10 M O - TO WALL TO.WALL LL ( - - -- - -�-- -- I'� c ! O O L _ - 4' p - *�'S'.'} ®DOOR s -------- - ------ ---- -- -------------- ' I - 0 L o DOS m ------------- ---- --- - OF.-4-6'1 - ry _ 1 -TO WAI_ • I 56. (-0, - OVIDE(4)x4 VERT 1 st'1015' G BAR5 AT PIER , i I; I �: ------ slb'3'GOORD W/ARGHL 50.1 TO WALL I i'-b'^T� I i IG � � [I'-4' �`-b� t�-IDS' s1h'.3, ,----..-.._ ----•- ---•--•--- - 501 COORD.W/ARGHL ------- -------- L' 1• I �4-b' — -- — - - - 5Q1 I --- - 1-10 9'-2- dj2- -- C)FOUNDIATION PLAN-GLU5TI=R X-EC-RE55 h!Ki30W5 I FOOTING I5r HCD'�-E SCALE:I/4-=I'-O•' FOOTING FOOTING G.G. 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S=T'��1�_:, I^�:'J < 11 `__ :i= rl �J, r " ` $=j,.�I?1AOnIT nl_LJi/!'Q DN'1_2 LFFT I -T I'l' _X_ G'/l h: _I F(GH( I _ - 2 REAR ELEVATION RIGHT ELEVATION SCALE 1/8'=I'-0' �+ KIN FIELD DEVELOPMENT DRAWING LIST VV A0.0 SPECIFICATIONS UNIT Clww RIGHT, 7 JASMINE LANE A0.1 ARCHITECTURAL SITE PLAN A1.0 FLOOR PLANS OCT Z 2 202 29N25=1 =1 051 Al A FLOOR PLANS w/ ELEVATOR VICE ��A1.2 FLOOR PLANS, NO ELEVATOR B UILpN G O DFE RPqYE R rBMRE �VOTKINTERNATIONAL 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 S0.1 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 Sill 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 WINDCWS(CONTINUED) THERMAL SEA-ING GUIDELINES CONTI%lUED) I '.F 1 .4 -J�-HAI I F.F F F:.::,I-.:-.i A'.T, fA'I P Z L lX-F f F F= /.-I Ill 111111),rof"1111,R:.%,r, .Ill. 1 4Iz%;54'tR_W=J':!:'I 1".F%'.­:� FIX-A F I\,\ff W T,%If 1\(I Gf/Ill\(,(If 1%.%DOOIA- JE V -_L 7-'r- I.F- -f 1 0-00) '=F :-r ,_...I-- -'I A-LL-A C--If.,,. J.'T-LL4-'.4. T-.*.-EK L_''E" 7_T .:,F 77. Ilrz EF I'N". 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L C, D R I A Lj :LL :LLj:: 0 Cie 7-, r l r C2 .... .................... . Cs!0 E�. . LI 71. ICI qq FL W/O •f-IL a 267 296 9? B R D R .............. =D0=0 C00 LTM ED .3-j L U31:3 . ry DL[.j.j 4 , A B R r. C2 *-.*......... .............................. ............. ........... .................................................................. I d 6 7 :L1 295.67 UNIT "C2" LEFT UNIT "A" UNIT "C I" RIGHT Z Z W I - o u,v uj 3.0 J: _ , - I � - - I - - -_ - _ RED AR C. :..--- 0. m q f _ G µme` 1 i 1 i UNFINISHED 3` ^3 I UNFINISHED i UTILITY ; UTILITY ; 1 I , FINISHED - FINISHED c;: ��,•� i BASEMENT - BASEMENT z i . O > I r ui I � ELEVcz r z � MACHINE' rJ i 2x6 li•IT.`//LLL I I O_ i I Z I 41 L b Q PT WALK-IN 1 O I Tvcl� BATH �;I�I� CL J z N ra r f , �11•n_�v.:y-lam`. � ..._-� I - F���#r�SH=Lr I - - Q �_ I 1 I „62 x60"TUB I ID 1 vJ/SHOVvEP, 1 ; _ I O o I i 1 - O z O ' I r-------- 20 INT WALL -'\ ? _ !3 H N U j �L`3�o1 ELEV `�_%� G LL Q O I I _1_'i. I I 1 I OR I b I I , I 'IF -- I ..6CL i ' 6i CL d.+i i 5 E UP ' - / Ce w Uuj -------------- _-------- \ wkES.ELEV. U Q 10 I � _ :\����,•�-�- -o � UNEXCiAVIP,TED I �_=_r�•\ i 1 I KA__ HOT 1 1 i rRLGE• ' ' I WATER) I f I � I � TANK* L6j \�t�•,.>_���T i ; HVAC f ELEO.L AN, _ G f PANEL 0 Lo i UNEXCAVATED Lu z UNFINISHED i ? r SLAB ON GPADE (D 2 UTILITY 2 ' ta.l `A3 OJ w "V%5 of _ Ll I V) _ �- NI i 1 N LL - f 0 , I I I n l _ N t c I 1 o f Q I I I f 0 OO f J W(�� of CL f � •� I I V) 3 1 f BASEMENT FLOOR PLAN w/ WALKOUT -2; BASEMENT FLOOR PLAN i I SCALE 1/1-'=1'0' SCALE 1 G'=1'-0" Y Y • ;Au 2;.5E: L 7,,S';.F i 0 2' L' 8' ♦ z z Ui uj .-I D ....................... 0 uj U WD.DECK OR cc 0 Lu BLUESTONE 3 0 ............. u PAVER u u zZ T7 ............ �o '71 --------------------- ---- r rn _q Z 7 L C S.'-1 i 7`-.'j C:� T 7!V 5 f-SHT 3763 C' SNT (P 7 v. I eq r--- u: SEL I TEM�E:RED-l> MASTER GLASS D09,D L'J ---------- LIVING I. BEDROOM r ROOM 0 W i SINK L > M,�STER KITCHEN LLJ A3 I �_'-CFF r BATH -151 .15.1. A3 I,, 7 ,j PEF --------------------------------------- [.N i� 1 ' I- CD --------------------------------------- ---- El c1sl PANTRY C) i I T 1 LL) CN 15 T-= U-i It-L CL 0. uj �o S� '(4 .to z 11 -, Ut - WALK-IN r 70 i I/, SINK 0 rD I m 1 DINING w CL .6 BEDROOM#2 :r IL. I --u ROOM 0 0 ID LAV V z cp. .1.1:" -I tj u c,tIN %MUDROOM POD& 7 E I 111 56' OH c I 1 0 LL) 0 L Le 0 LIJ a 3 07 N-,3 of 1w,Tr: ELEV I T@ 0.) ELEV �o < O DN t LLJ u 1) T@ 0"15P E T@ 10* 1 -, I ., DN 41 STAII jb-xL8­ rl B. :5 R_E 0. DES.'E L'E V Ion Off'u- RES.ELEV SrA R ll,.:-WALK-IN-31 A 7 L - - I 2xtI INT INLLL HALL 20,INT WALL- U FLUE OD LP L CHLiSE I I I 0 SINK 191-�ANITY CL N A L:; 0::;:K7 LLJ T-= BWESTONE :r LAUNDRY _�_lll w to FOYER tERRACE 5 F .10 BATH z L N::� /r-- _j GARAGE 0 LL, 01 TL 0LA AD 03-1 ry ---- co WALK-IN C L Q) F-———————————————————— 2 1 1 2 2 BEDROOM#3 2 -3 07 N.13 01F 'N 23 Or N-3 Or 01 DEN 3763 CSMT 3763 CSMT 3,63 CSMT OVERHEAD ji _1LA --------------- �3 '(t �xf:(2)674'CSIMT (2)3763 CS. Q 0 5_5 lo� r z 3.0 3 4: SECOND FLOOR PLAN w/ ELEVATOR 2 SCALE 114"=I'-0_ FIRST FLOOR PLAN w/ ELEVATOR SCALE:IIL-'=1'0' T FIRST FL-:Yr 5 E ND F L TOTLL % GARAGE. b Z'b CL 0 C, 0 2 .C-LumE 00_00� f� A ZZ ?A z z WD.DECK OR a U ........... � BLUESTONE A w u.; Z��.- Q 3 0 3 PA/ER u u _A- -- -------------- D ARC,, V., C z �o 5- - rn t 57b'CS!IT j"6j'CSNT 7�- s,-; 0 y.,.I.co C T _7 > IL uj 0 5.12 MASTER ----------- --------------- LIVING n,, .1 BEDROOM V� ROOM f SiNK Div F 0 L KITCHEN MASTER > Lu -3 -3.1 BATH cl: -3 3.1 - --------- ----------------------------------------- - 0 E- ----------------------------------------- CD > C14 PANTRY HJUD I-- U-i CD 1 Aj ui _c 0 % BEDROOM#2 DINING A ROOM Z 0 vi 0 LAV! < z WALK-IN r zl� MUDROOM Ln u 0 L 5_5 J.1 0 .13.0 rz 0 Lu _j Lu T@ u C L D1q 41 1 < E U. IT00 Lu < 5T@ 0* 40 UP AS E u STAIR 14:0 2t," DN 4 0 1 It. 11 0 16R EQ POO 6 sii=_q.F;'1: 1 HALL WALK-IN SIA R -?.(f,IIN I f" t. CL 2.tb INT.W-LL FLUE 2L------------------- D& CHASE 0 LL CL BLUESTONE u tr LAUNDRY ti; % u uj 71 tEPRACE f,------- 0 FOYER 10 ix b Ij xFo B/61TH x T < Ja 0 GARAGE 0 .10 -3--4/7 0 L0 cli -10 CID C. �WALK-IN' CL >- Lo ----------------------- 2 2 2 BEDROOM#3 L.3 Or 1,-3 Or1.1,.13 Or -3 Or Q) DEN il I I =�� _.-. 1 7 z 7; '765(-SMT 3753 CSFIT 575.5 CSMT c 16'0*'x8*0"O)EPHEAD .� 1 i j I E V) --------------- ------------L 'D ------------ 3 In '(2)'763 C SHT (2) �_��3O 5,1T R.2\ Q 0 A L 5 SECOND FLOOR PLAN- NO ELEVATOR 2 c NO ELEVATOR SCALE 1/4-'=1*-0* FIRST FLOOR PLAN SCALE 1/4'=1'-0' N4 -L.--::A Te :.I.:.�;!j 7. ------------ ,%�DN*01 11 T1 UST I vi "b "o-I Ki q412 L-Q)--,63.C�SNT (21'7�:7 0-001, 3� Z Z D ; 0 w U O - i — �O::l -- ---- -- -- -----------'----------' I-- '------ -- -"-------------- ---------------------- I .�ED�C CC0 I _I ......................... dj ......._............................_....... ...................._............ I lij� !� iil i I !......._. ........ ................ i i I I 1 :........................................... ...................._.................... ( I i I I rt __......_......._.............._.................._--_....-- . CD , " w I i i is I I 1 I , � CN N I � C • } i 0 0 0 0 NK 0 v I I IE [[ u: D.�. U � liJ w U C I: ( I -- 1 zI• : : ;I m r-- Z Nwe !i oD.S U N 1, 0 i — nl L V I I i! 1 f � TY- 3� ROOF PLAN -L 0-�..L_ Y SCALE 1/4'=1'-0" s 0 2' L' 8' 7 :Z: L: :;L AT=H= !iTS.I-:; --S� -.7 F '_'NL SS 0 i LgEPWISE N*TED j. JA: R N,--1. 12 7 ......................................................... ................................. .................................................... ...................................... ..... 8 ................. 3 1 10 z z W S U L L V1, DO.-,v S 0 Hid;:!-','J!-:T 1H PA T T E P;%!-S.tZ 8 A 2. EF P T Z -LOUR TO CONFIRM%VALL T H i C K N E S S. -3 \ ................ T L Z:z cu I R D o D_ C-*.l T I I7,:Nj ::,I u u A.- ................... ................... ..................... ................... li L L D 0 00 WI 'C7 ................ ......... ........ ............ ........... c! 0 tp rn............ 7 CL EE .3 ... .................................................. ................................................ 12 C7 j E 4R 5 ............................................ .........rl 10 K-T= ..........! - ........................................ 'pI G H ?kT 0 ?kT.0 SUBFLOOR,q SUBFL00R_\ 2 2 V ............. ve C. L J-\ .......... ..... ........ I......... .... .. T 7-H j: V .......... ui .......... .......... .... 0 SUBFLOOR T.0.S UBFLOOR ................ CD \1 SH R 2 f L 0-4 3 2 0 C) Sim F_ cl-i < > LLJ F uj Al Al FRONT ELEVATION 2 REAR ELEVATION 0 o 0 z I T 0 SLAB SCALE 1/1-'=1'-0' T 0 SLAB SCALE 1/4"=1'0' Q::� (.1) u B B z ui L------------- ------------------------------------- 0 < 0 ------------------------ ;z x a: Lij Cd It u __j Lij cl� < uj u AL 1,\T E.E-ONE7 1.-=-F-.-\L r N R IL ................................. 0 12 12 10 to� ................ ....................... ............... ................................................................................................................................................... ..........7-1 ......... 4- 0 -7 VJ AL_ 0 Lc) 3 .................. H ............... ... . ...... ....................... ................! ................ .......... C-� L kT 0 SUBFLOOR Jo—. 2 ............ ------------.................. ------ rj ............ "D '2'F ........................... y .......... \1 Y2 T 0 SUBFLOOR CD 3 it �As, 2 ASI:_ 1_43 L�C-T -47 A A L ^7, M- SIDE ELEVATION T 0 SLAB SCALE IIL.'=1*-0' i 0 2' B — —\ — 12 W = soW - O W U i U DA^ d cti =3I ----- r✓ CL t a m _• _R 3d 2 jq�k T 0 SUBFLOOR -- J. ..... .... ( i ---� L_— I t. - _ _.. .... ..._.. _ T7, w I T 0 SUBFLOOR\ \ t-- t ...:.........................._.................................................................................................. j C!.S. G cn CD N Lu LLJ I < J O O O z T O SLAB \ - N U B z L� ._�-'.lip K 1., _ S✓.��� �' I I _ f"V.}•I�G.1�` I �.. 1�=�<'/_-\:i \- ..!":'\:� X Lu ---------------------1,NG7 }--=-� ---------- w U............................. ....................... ......... Q M REAR ELEVATION w/ WALKOUT ._...•...._._..__._ , SCALE 1/4'=I'-0' =3 2 ------ 12 <-,C F 1 TY�' 10 / ._..... . -- --� -. - ..........,......................................_............... _ _ _ — _.._ —_...__—.._—_.-. _.� _._. ...-. - r -) ---—--- ----- 3 T ^\j : _ I :1 I I I Y I I' I•` � 2 T.0 SUBFLOOR \ IO = C\4 -- — - �_.._.:....:---........:.._..:....._:..- - -••--••-....-......_............_....._........................_........................................................................................... ........ __ ................. —�, - ----------- - �T 0 SUBFLOOR -� -:-:-:. LI �-+�- •-'._•_-.;._.__. -_-- - ='----------- --T----- r---+- -1 1 ---------------- ----��L•.t•N\ --_`C G I S_I.=S-✓f`!=T_R<•�.__ / .....✓-i:'?V-P. -%!;=�c --•\T=� `I<=-_-__ ;;:'/i=F'-.✓V=� =. T_'`S\-\T^.\ -- ,. n=.CGL'N♦ -`, 1 _ I ,------ ------, • + I i 1 I 1 B T 0 SLt,9 1 i 1 `ter �- Y,� •�_i r .. L------- SIDE ---- -J 2 ELEVATION w/ WALKOUT -- SCALE 1/4'=1'-0' _\;'_ 0 ?' 4' B' 001, z ---r--- z z W �u,U 0 W O ~ R U = f. _ �/ r - J -- ^,• 1 R E f U oc D ARC, 5 C. BEDROOM n2 HALL WALK-IN � a u CL f BEDROOM#3 O r� �coo j (py4k 2 ,y TO J T O SUBFLOOR DINING MUDROOM CL �j i GARAGE ROOM DEN O w rs T T 0 S1,1eFL00R -.:•: ` T 0 SLAB f '` _ _ @ DOOR �,G 1: .... ......... _ _ _ CD... __1►r_1 —'- c� CD 1 FINISHED CL :I UNFINISHED BASEMENT UTILITY F- I LU I� B T O SLAB p T O SLAB z z O r B `' p U LL��JJ o Q O BUILDING SECTION - 2 BUILDING SECTION C m SCALE I/4'=I'-0' SCALE 1/4"=1'-0" u uj v; Q i_- w U Q i 0 N C] L O ---\J�- i I i z r. V) I 0 0 m jl II II I MASTER, �'j _ r— � Ii� _�,I'j -' HALL BEDROOM#3 _ J — BEDROOM ! C_ `ILL.• -I\ =•\\__ 2 T 0 SUBFLOOR . = _I J ! 15 SEPARATION WALL DETAIL s SCALE: SEPARATION WALL DETAIL 14 Sc�LE:I-I/2'=I-0_ -�• �'� I KITCHEN j MUDROOM GARAGE �T 0 SUBFLOOR J—• `— — --— - — - — — -- - I,.• _— _-s -- : I... I - R ={. - - - - CD H I .1. lit /\ - -� 1 I 11_;I' UNFINISHED s WALK-IN � CL UTILITY `-' - - CL - 6 SEPARATION WALL DETAIL J(_,I: L x SCALE:I-I/2'=I'-0- p k T 0 SL-"•5 i __ — = -71 r• O--- t U -'' �' g' - BUILDING SECTION SCALE I/4'=1'-0' 1/- 00-? _-ZZ)_1 0% AA__ A.. r 12 f Z Z L5 L__j 0 uj U j 7 T 'T zz I :7 0 u u ce jfs. .7 7- Lo DARC, 6 PORCH EAVE DETAIL MAIN RAKE DETAIL 8 DORMER RAKE DETAIL 9 DECK DETAIL v C 41_0\0•-. 6" ----------- SCALE 1-112 V-O' SCt-LE 1-112"=1*-(,)* SCALE 1 1 2- 1'-0' rn to MAI N EAVE DETAIL T v". SCALE 1-112 1*-0' F7, NOTE PRIOR TO INSTALLING SHINGLES INSTALL GRACE'ICE 6 WATER SHIELD"OR APPROVED EOUAL SELF-ADHERED RUBBERIZEDI ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES ZZ N- F/ z' EAVES RAKES VALLEYS HIPS ROOF-TO-WALL A 0 F.J-7 L7:An=�� INTERSECTIONS AROUND ALL ROOF PROJECTIONS AND ENTIRE > ROOFS THAT ARE FLATTER THAN A 3 12 SLOPE DIRECTLY TO uj ROOF SHEATHING INSTALL"ICE a WATER SHIELD"FROM THE cz ............... :7,11 1 3: EDGE OF THE ROOF TO MINIMUM 21.'INSIDE THE EXTERIOR WALL LINE INSTALL PER MANUF INSTRUCTIONS I. S0N12-T. 10 PORCH EAVE DETAIL C) SCALE 1-112'=1'-0* FOUNDATION DETAIL 0-4 SCALE 1-1/2'=I*-O_ uj CD 04 7 Jz� 12 0 T- 10 0 L A L L 5 SUBIFLOOR T 0.SUBFLOO& T 0 SUBFLOOR LIJ u L30* 'Ilk T 0 .�JkT.0 SUBFLOOR Ln 2 2 2 2 - ------- V) 0 A I= C= < Cz ui 5 I - u 6i �JY < 'Zoe" t W U 0 -:%Cr--:;r--A L -------I 10 LF 6'_�4 1 3- C:�` 50AR�.F A NT 0 (It IT EX .A-\-- P A 4 0 r--- --- > 6_1 A_ LDI\!S A:ZA :y JI: \T. :/oNz­ at LA tk)t 0 zz= r:,Il -17- -�f IT 16'r, A, C Lr)_T 0 I\S-j_-\ri ON =AI\T I\17 L3 0, f,F LO CN T 0 SUB T.O.SUBIFLOOR R SUBFLOO MkT 0 SUBFLOO V FLOO T.0 R .......... Q) Z . ..................... . LIJJ I i Id I Tr A-ON�\AL_ FNr/.V\-%l Q) T 0\ 10 RE N ��ONL ^A Lf 'j. i. A A S,I V\:� T 1 :.;L=T-:, -4:71 ---------- A L A ......... -low IN A 1Z H N,.5 T NO T • R I F I 1-�LL WOOD t.Ll_WOOD { _IN DIRECT IN DIRECTI Ti \.i:Lv ............. CriNTACT,W CCol,)TACT-,,d CC 1 j Z R E T E p T S;iALL BE SHALL BE PRESSURE PRESSURE TPELT-D TREATED ::1 7 A!- L T 0 SLAB I T 0.SLAB T 0 SLAB T 0 SLAB B B B IF B dr- N,f �rl\ -0-\f 'Ti\;;Z N T A\1 :;::z A 'N" ,Y* ,A '0 WALL SECTION ✓ SC4LE:112"=1'-0" 2 WALL SECTION WALL SECTION WALL SECTION SCALE 112'=1*-0' SCALE 1/2'=1*-0" SCALE 112'=1*-0' CAME O'NEIL CONSULTING A•ENGINE CONSULTING ENGINEERS Camera/O'Neill I 2'-35' t ,r r r C. wi �/'E. GONG.FTC-;REINF.W a4 O. I :1` 'i`�<'.., y.. i'A• Z Z w - BARS 9 12"O.G.E1�t..BUT. S�s S�s 3b'--1' ✓n:...;; ;.r,� 01 o 3'-2- 10"DIA.RE INFORGED I -„- U - , SONOTUBE PIER YP. ( 12'3" PERMIT SET u (B.O.F.MIN.3'-b"BELOW 2'-5va' 2'SUS' 6RADE) ! SONG.FTG,REINF.W=< BARS 0 12'O G E.W.,37T is 0 0 ` O 12'THICK GONG.FTC. C4'�RD.KI ARi.HL _ REINF.W a5 BARS � I � -•-- --: •� b 12"O.G.El^t.,BOT. 5" A 3'-2' ;.)"CIA.21'FORGED J ADJACENT 5p l c 5' 5 IZTUBE PI=R,TYP. 3 2' 50.1 �G UNIT 5' 5" (B.O.F.MIN.3'-b"BELOW A, FOUL TION (B.O.F.-14 O"] OR.A:)_) V7, - �c - mac- -- (B.O.F.-10'-10") --...-• -•- - •----- ... 1 --=- ------------------- - - - ---� -- ----------------- ----- -- -------------------- ------- T.O.SHELF TO SHELF- _ / [10'-2"] T.O.WAL:. [-IO-2'] 1 T.O.WALL J T.O.WALL t, FTG.STEPS I W I^ ADJ GENT 9 DOOR T.O STEM IQ I UNIT -j 0 BEAM [-0•_5y4")7.0.STEM l -IC'2') [ '-b") TO.KALL z LL (_q._6. v POCKET 1 OE F TIONO 50.1 [-5'-10 1 L: (-Y-33/4-) T.O.WALL 0 WINDOW 51MILC (COORD.W ARCHL) T.O.WALL v_ :S it (COORD.W �� ARCHL) 10-KALE In N 1 10"WALL oo 1 - COORDINATE J PROVIDE/INSTALL lu p PROVIDE!INSTALL D WA COORDINATE Z i'-10'FTG. "SPRINGFIELD"GAP AND -`' PROVIDE(4)FULL i I --K I'-10"FTG. 'SPRItvF1ELD'GAP AND DRAINAG7E HI BASE PLATES AT ALL T.D.WALL STEPS - BASE PLATES AT ALL LALLY COLUMNS,TYP. - I HEIGHT p5 VERT,8AR5 ' a I LALLY COLt/MNS,TYP A�ARGHL Dt"lrfJ I O I r, AT KALL STEP y, ' I '� <4 I I FTC;.STEPS � - y w ONTALLY 50.1 I I O V.2 ! 50.I I^ PROVIDE�5 BARS AT 24"O.G. 1 CENTICALLY I TERED ON WALL?PROVIDE PROVIDE I INSTALL YZ"GAP AND _ I- PROVIDE 4 IN5TALL Y2"GAP AND I r I T.O.WALL BASE PLATES AT ALL HSS T' 1 I T.O.WALL IO 05 DOWELS INTO FT6.To MATCH BASE PLATES AT ALL HSS COLUMNS.TYP.BASE PLATES I LL COLUMNS,TYP.BASE PLATYS ' VERT.REINF. in I [-0'-5Y4.] TA.KALL I [O'-S►'4') T.U.WALL ILL SHALL BE SUBMITTED W STEEL m 12"THICK GONG.FTG. SHALL BE SUBMITTED W STEEL 12'THICK GONG.FT6. a BEAM I 1 SHOP DRAHIN65 POCKET ly REINF.W#4 BARS® I SHOP DRAWIN&5 POCKET I111 REINF.W i14 BARS 0 Z I I T.O. CD SLAB I ---I 12'O.G.E.W.,BOT. I T.O.SLAB {" -� 12"O.G.EK BOT. N N I ELEV.-q'-b" (-I' t°1 ( I % - O I ELEV.-9'-b' [-1'-6►'4°1 I Q C) a BEAM i I I cA` I I I °1 i SLAB DETAIL (B.0 F.MIN 3'-b" ' �� [B.O.F MIN 3'-b" F4 I I BELOW GRADE) u-1 r�0-I �J�� E4 BELOW GRADE) Z b I I I SLAB DETAIL _ I i r m to I 4"NORMAL WT.GONG in O co a I I r)O.1 18 �• I I b'WALL r T.O.WALL 5LA$-ON-GRADE. 1� �• I b'HALL U L O I I SEE DETAIL m I I 4"NORMAL WT.GONG. I 0 BEAM POCKET Q 5LAB-0ON-6RADE. SEE DETAIL TYP ; J TYP Z PROVIDE CONT.#4 F 6.STEPS W PROVIDE ELEVATOR PIT 3 t PROVIDE CONT.a4 BAR � O C) I 3 I 1 BAR CENTERED AT ELEVATOR OPTION >ri'-0" FOR ELEVATOR OPTION I T.O.WALL 50.1 I 2'-�• TOP OF WALL AND RD.W ARCH 50.1 2,-5V CENTERED UO TOP VE WALL Z z O AND CONTINUOUS BEVELED 2x3 O O ti GONTINUOU BEVELED r;� SHEAR KEY AT WALL BASE LL POCKET - _, I I 2x3 SHEAR KEY AT I T.O.WALL 3- - 0 BEAM POCKET w T.O.WALL I - I WALL BASE O O' 2b = (-I'-6Yt"] }yy 1 T.O.WALL iU Q w i t 0 BEAM 1 I t Q I I ®BEAM a w u Q PO( I 50 1 < T.O.WALL I ti, POCKET T.O.WALL TA.WALL I [-I'-6V4"] I a 6 0$EAM 1 I 0 BEAM b 0 BEAM F3 I POCKET 50.1 POCKET - J PROVIDE tt4x48" I ( PROVIDE(4)44 VERT. 0 W TO.ELEV Y? <j0.1 POCKET L-- F3� PROVIDE 4x48° (-I'-�4') SIM I �� PIT SLAB � >< PROVIDE(4)t14 VERY. I [-r b�t'1 m o 51M (-1'hl'4"] (B.O.F.-10'-10"1 I G L-- (B.O.F.-10'-10"] DIAGONAL REBAR BARS AT PIER K, DIAGONAL REBAR BARS AT PIER --- AT RE ENTRANT -J :, _ ELEV.-IO'o" - - --------- --- -- f SLAB CORNERS. /// AT RE-ENTRANT SLAB CORNERS. O 10 1[B.O.F.-11.-10"] I I 10 I i T.O.WALL r-0• I -. I - 1 PROVIDE I INSTALL 1 0 13EAM I I 50.1 W ELEVATOR PROVIDE I INSTALL T.O.KALL 1 I 50.1 FT6.STEPS W _ 3 BEAM POCKET AND P T. POCKET 1 I I' I I- BEAM POCKET AND P T 0 BEAM BEARING PLATE TO I I I'-0'I I ELEVATOR OPTION POCKET [-I'(�t') FTG.STEPS W BEARING PLATE TO [-1' a"1 I I 1' I I ACCOMMODATE BEAM I I I I' Q i ELEVATOR OPTION ACCOMMODATE BEAM PROTECT UNTREATED I 41 '- PROTECT UNTREATED I I dJ f Z i I r-2K• I I I i I r-2�s• 11' LUMBER KITH BUILDING I i I b. LUMBER WITH BUILDING I I 8'KALL O 1 I FELT,TYP. I i p' I FELT,TYP. I I I 71 I SLAB DETAIL 1 SLAB DETAIL I I I I'-8'FT ' I I I I I'-8'FT -� - -J O r- u-; J 1�-----♦ lL J L------� m I I o� 5 I o I o� 5 I 1, 1 0 Lo 4'NORMAL WT.GONG. ~w 50.1 i_-� 1-- _--- m I 4"NORMAL WT.GONG. ~ `�I _[-- --- J 1 SLAB-ON TRADE. S� tu %n SIM I I / 4 SLAB ON-6RADE. %n SIM I m 4 SEE DETAIL 0 10'WALL 1 PROVIDE(4)•4 VERT. `-SEE DETAIL p 10"WALL I I PROVIDE(4)94 VERT. m O I 1 BARS AT PIER `�2 t d O I BARS AT PIER - QD o I <0 1 I'-10'FT6. ( fl I I I <00 I'-10"FTG. cV I I T.D.SLAB `� 1 1 N I T.D.SLAB '�w I I 5 I I ELEV.-1'-O'0 GARACE DOOR5 v u (� ELEV.-I'-0'0 GARAGE DOORS F t F r 1 1 ; IN THE EVENT OF SEPARATE a O 1 I 50•i I IN THE EVENT OF 5EPARATE n I 50.1 v ( POURS,PROVIDE I INSTALL#5 I 1^ 1 POURS,PROVIDE I INSTALL n5 J I x 30"LONG DOWELS 0 12'O.G. I _J x 30'LONG DOKEL5 0 12"O.G. I N r VERT.DRILLED I EPDXIED INTO I" •1 I VERT.DRILLED!EPDXIED INTO I I O r- 1` IN THE EVENT OF SEPARATE I I E I FDN.W b'EMBED. IN THE EVENT OF SEPARATE I FDN.W b'EMBED. POUR5,PROVIDE I INSTALL a5 10`WALL I I fl 1 i POURS,PROVIDE/INSTALL><5 10"WALL I I u x 30'LONG DOl^ELS 0 12'O.G. I O �_ --- x 30"LONG DOWELS 0 12'O.G. �1 3 1U. VERT.DRILLED I EPDXIED INTO i I I m �I I 3 kD VERT.DRILLED I EPDXIED INTO I I I I r11 i'-10'FT6. I'-10"FT6. VJ JAGENT �1 50,2 FDN.W b'EMBED. 1 JACENT FDN.W b'EMBED. ATI01N U- l i T.O.WALL T.O.WALL i - I F A 01N �1 ( I T:WALL I(3 I - T.O.WALL. O T.O..0.WALL T.O.WALL 0 DOOR C,, I o i o �1� 0 DOOR o I I ml I [-0'-.YI'1 I I ml I [-J' ") rJ -___-- ----- ----- -- --- 1 u J `` I I -- ---- ------ - -I- lu `� I I = V) J ----------- -- -------- - --- ---------- Im o i 1 J J --.--------- ----------- - --- ---------- im a I C) I- ----- - - ---__-_ - [B.O 4-- - I [B.O.F.-4'-b") I I I (----- - -------J I I--- 4 (----- -------I in I - I 50.1 -------- ---------- 501 -------- ---------- 51 M b 51 M 8 I 50.1 I 50.1 - �b'-3' COORD.W ARCH'L ±4'-45' 14'-b" 5'-6' V-IDS" COORD.W ARGHL W-M' 14'-6' 5'-b' r Ilk C) FOOTING 5GHEDULE FOOTING FOOTING FOUNDATION PLAN-WALK OUT BASEMENT (DE51-- OUNDATION PLAN-EORE55 WINDOW ID TAG SIZE REINFORCING 5GALE:1/4"=1'-O° AL E:I/4"cl'-O" F. 2'-h"x2'-b"x12"THICK (4)1:4 E.W.BOT. FOUNDATION PLAN NOTES: F3 3'-0"x3'-O"x12"THICK (4)94 E.W.WT. I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0' F4 4'-O"x4'-0"x12"TH16K (S) 2. ALL DIMENSIONS.ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDER6ROUND UTILITIES. ALL DIMENSIONS,ELEVATIONS.SHELVES,BEAM POCKETS, PIERS,F0071NC�,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTIN55,SLABS, 6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAKIN55 PRIOR AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH TO CONSTRUCTION. CIVIL,6E-OTEGHNICAL,MECHANICAL,ARCHITECTURAL AND Cal 3. 'LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. Y2"THICK'5PRINGFIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS -_ 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION 4 SPECIFICATIONS CAMERA-O'NEILL N CONSULTING ENGINEERS 4*INTERIOR CONCRETE '�R 5TA!L 5I.MF5ON 5R IN SLAB ON C.ADE wl bxb P.T.P05T, Hl.4xHI.4 N.H.F.5LAB -E�Abb(OR A,3,14-4 AT 4x4 5EE PLAN5 Camera O'tJeill 5+-l.RIN<A5E CONTROL JOINT 2L GONIGRETEE 5HALL BE 13TA10OFF t3A5E 4 PROVI-0E AND _N1 TO'CONCRETE PIER K/ (PROVIDE 5r%A(UT JOINT 3000 psi MIX H/NO T E IN5TALL CORNER IN GONG.5LAB AND FILL wl ADDED AIR EWRAINMENT. BAR5 TO MATI-H DiA.EPDXIED THREADED EPDXY AFTER 5LAB CURE5) H.5.5.5T`EEEL COLUMN OR AT H.5.5.COLUMN5,PROVIDE AND IN5TALL CAP -11-lG­'OR ROD(5"EMBED) 5IZE AND 5PACIN6 PLATE-5 AND BA5E PLATE5.CAP AID BA5E PLATE5 RUN HOR BA OF HOR.KttLL CONCRETE FILLED LALLY R5 5HALL BE 5UBMITTED V41TH 5TEEL 9HOP DRANN�a5. 3b" C 0 L U I 1N.5EE:P L AN 10 MIL.POL'(.VAPOR AT LALLY GOLUMN5.PROVIDE AND IN5TALL RETARDER.LAP EDC-E5 'SPRINGFIELD'CAP AND BA5E PLAT=5. N. -112"DIA.LAG FA5TEN CAP PLATE5 TO BEAM5 N/(4) z Z LONG RE iNr:.E F. COMPLETELY PACK _7 5141H 5PAC,=. 10'DIA.!�.ONCRE 50NOTUBE r, WITH N.5.GROUT TO ACHIEVE FULL 5GREH5 AND FA5TEN TO CONCRETE FOOTIN05 INITH�z D (o'THICK COMPAC _T IN PLACE DIA.EXPAN51ON ANCHOR5.TYP 0 ui U TED BEARING ONCE COLUMN 15 5 GRAVEL BA51E LAYER. CK a uj 0 CONC.5LA5 ON PROVIDE I IN51ALL U UIN1915TURBE-0 VIRGIN 501L T.O.5LAf3 EL. GRADE,5EE PLAN5 z (3)44 HOOKED PERMIT SET u OR COMPACTED GRANULAR FILL IqU t)t:t VLAN e_ % L < CONCRETE WALL INTERSECTION "UT 5HRINr -?E CONTROL JOINT5 514A OF 5LAB PLA(EMENT,As 50ON As CONCRETE 15 6APA13LE OF aJPPORTIN6 PROVIDE AND IN5TALL OUT51DE __j 15AWC-UT7 ING EGUIPMENT. jhB.O.FOOTIN 2 1.5'N- AC -LL BE PROVIDED WITHIN 12 HR5. CORNER BAR5 TO MATCH 51ZE AND 5 EL. B.O.FOOTING OgL� 5PACIN6 OF HOR.REINF 11111PHE PLAN 5EE PLAN FOR EL.5EE PLAN5\,r 2 LO(AT-t:5HRIN<A&E e-ONTROL JOINT5 As INDI(ATED ON 5LAB PLAN,OR AT 36" FOOTING 51ZE AND MAXIMUI-1 5PA(-INC7 OF 20 FT.O.C.IF NOT INDICATED ON PLAN5. RE5ULTIN6 REINFORCEMENT CONCRETE 5ONOTLq3E DETAIL,TYP. 5HAF'E 5HALL NOT BE GREATER THAN'400 5F.NOR EXCEED A 1.5:I LENGTH C *�_� ON- TO WIDTH RATIO. 5 OPTIONALLY,THE 5HRINKA&E CONTROL MAY 9Jf35TITVTE PRE-FABRICATED PLA5TIC STRIP5 IN51-r-AD OF 5ANCUTTIN6.50MI T CATALOG CUT5 FOR TYPICAL 5ECTION THROU&H INTERIOR FOOTING APPROVAL PRIOR TO U51N6. 5CALE:5/4"=1'-0' rON6.5LAB ON -RADE.5EE PLAN 4.IN5TALLATION OF ALL NON-5TRUCTURAL CONCRETE 5LAB5-ON-6RADE GONT.04 N051NO @ T, H.F.DOWN 5HALL CONFORM TO ALL REGUIREMENT5 OF THE LATE5T ADPITION5 OF 130TR PROVIDE AND 5TEP, rp. FACE OF PIT AGI-360 AND Ar-1-302. IN5TALL IN510E 2'(?*M'N.LAP (2)#4 BENT BAR5 TLIRN N AT BOT.OF FOOTING TD.UPPER 5LABOO EL.5EE PLAN MATCH 51ZE AND j CORNER BAR5 TO 5PAGIN5 OF HOR. TYP.INT71ERIOR 5LA5 ON GRADE DETAIL. 24' HALL REINF.E.F. 5TEP VARIE5. 0 z 56ALE:NONE 5EE PLAN < T.o.LONER 5LA13k 0 12 5EE PLAN',r (3'-0'MAXJ #4"Z"BAR5 L @ 12*O.C. > 36' 1 -.-2 6-MIN.LAP 2 2 Al L AR.EA5 5HALL BE 5 BAR5 a 12"O.C.EA (TYPIGAL) CONTINUOU5 PROPERLY COMPACTED WAY @ 51LAB MID-DEPTH FOOTING AND PREPARED PRIOR TO (2)#4 GONT.AT CONCRETE WALL CORNERS > GA5TING KEN CONCRETE 5ECTIONTHROU&H ELEVATOR PIT '0 0 130T.OF FOOTING E. 14=1 a"MIN. L(2)#5 CONT.AT .1 .e_ 50T.OF FOOTING 0-4 TYP REINFOR ED CONCRETE HALL DETAILS, Q 0 5CALE:NONE DOOR JAMB BEYOND APA RATED HALL C14 TYPICAL 5TEPPE0 FOOTING DETAIL 5HEATHIN6,5EE GENERAL NOTE5. 50ALE:3/4"=1'-0" C40ORDINATE 5LAE3 EDGE O.C.@ 6ARA&E-DOOR IS 04 5LAB POKEL5 i2" 36" 00 DETAIL WITH ARGHI_ OPENIN65 24 2xb WOOD 5YU05 @ 16"O.G. PRANING6 F UNLE55 NOTED OTHERH15E. F- TRIPLE 2x&5ILL(P.T.ON BOT)FA5TENED LLJ 0 CONT.#4 NO5IN6 T.O.5LAB FA5TEN PLYWOOD TO ALL TO CONCRETE WITH J*DIA.x 12"LONG Q -4- EL.5EE 5LAP?�V PLATE5 WITH bd NAIL5 @ 4" HOOKED ANCHOR BOLT5 @ 4b'O.C. AND 2xb HOOD 5TUD5 @ 16'O.C.UNLE55 2xb WOOD 5TUD5 0 lb"06.UNLE55 NOTED OTHERH15E IN PLAN5 OR NOTED OTHIERH15E IN PLAN5 OR L O.C.EA.PLATE,TYP. (5'(MIN)FROM 13UILDINO CORNER5,HALL 0 U JkT.O.HALL END5,AND DOOR OPENING5. z 0 5HEARWALL 5CHEDULE-5. 5HEARKALL 5e_'HEDULE5 'lli 5EE PLAN (ONr,.5LAB ON // 0 2 PROVIDE AID IN5TALL FELT BOND - DOUBLE 2xb I P.T.2xIO 5ILL FA5TENED DOUBLE 2x(b I P.T.2xI0 5ILL FA5TENED GRADE,5EE PLAN5 T.O.HALL BREAKER WHERE 5LAB 15 POURED a- TO CONCRETE WITH g'DIA.x 12"LONG #4 CONTINUOU15 BAR @ w TO CONCRETE WITH J"DIA x 12"LONG a'HALL EL 5EE PLAN A6AIN5T FOOTINOMALL,TYP. u LLJ HOOKED ANCHOR BOLT5 @ 4&"O.C. AID HOOKED ANCHOR BOLT5 0 4&"O.C. AND TOP OF HALL < b'(MIW FROM BUILDING CORNER5,HALL T46 APA RATED J"T46 APA RATED T.O.5LABd-,, u < END5,AND DOOR OPENIN65. PLYWOOD 5UE3FLOOR 6"(MIN)FROM BUILDING CORNER5,HALL PLYWOOD 50BFLOOR (b.TYP /,--CONTINUOU5 EL.5EE PLAW,.r c C) EN05,AND DOOR OPENIN65. BEVELED 2x4 TD.%BFILOOR T.O.50FLOORlij-, 5HEAR KEY,TYP. f EL.5EE PLAN',-r EL.5EE PLAN�,r 04 CONTINUOU5 BAR CONC.5LAB ON T.O.HALL T.O.HALL @ TOP OF HALL GRADE,5EE PLAN5 jk A-.-.1 . 11111PEL.5EE PLAN 111111�_JEL.5EE PLAN �D- 1@ 1? .. &*HALL '_'��PRE-EN&INEERED FA5TEN PLYWOOD TO ALL FA5TEN PLYWOOD TO ALL PLATE5 WITH&d NAIL5 @ 4- PLATE5 WITH bd NAIL5 @ 4" FLOOR TRU55E5, jk 13.0.FOOTIN6"j' GONTINUOIJ5 O.C.EA PLATE,TYP. O.G.EA.PLATE,TYP. 51EE PLAN5 IIIIII[J EL.5EE PLAN'- . . .I CE3 m I BEVELED 2x4 1 (2)114 CONTINUOU5 (2)#5(ONTINUOL)5 (2)95 CONTINUOU5-// TYP. 5HEAR KEY,TYP. FOOTING 5HALL BEAR ON- BAR5 @ BOTTOM OF BAR5 TOP OF HALL BAR5 @ TOP OF HALL 11-b Q� NATURAL,UND15TUR13ED FOOTING PRE-ENOINEERED TOP CHORD 9JB-GRADE OR PROPERLY BEARING FLOOR TPIK-75E5, \\-CONT.P.T..2xb LE06ER FA5TENIED COMPACTED GRAVEL FILL. 5EE PLAN5 TO CONC.W/0.151"DIA.HILTI TYPE P.T.2x6 BLOCKING BETWEEN X-U POWDER ACTUATED FA5TERER5 5ECTION THRU GARAGE POOR5 jk B.O.FOOTING TRI65E5 FA5TENEP TO CONC.W/ lb"O.C.5TAO&ERED.CEILING r 0 Mr.1 EL.5EE PLAN 0.157 DIA-HILTI TYPE X-V PONDER 5TRAPPIN6 5HALL BE FA5TIENED 0 56ALE:3/4"=1'-0" (2)04 CONTINUOIJ5 0 Lo ACTUATED FA5TENER5,MIN.(2)PER 5ER H/(2)bd NAIL5 FOOTING 5HALL 13EAR ON TO LEDC ON BAR5 @ 130TTOM OF IL _K.CEILING 5TRAPPIN6 5HALL BLOC NATURAL,UND15TURBED FOOTING Co BE FA5TENED TO BLOCKING H/&d 5UB-C-AZADE OR PROPERL NAIL5 @ b'O.C. 7 COMPACTED GRAVEL FILL. (D APA RATED HALL 2xb HOOD 5TUDS 9 lb"O.G.URLE55 Z: Lf I) SHEATHING,5EE NOTED OTHERHI5E IN PLAN5 OR 5ECTION THRUI 6ARA&E HALL GENERAL NOTE5. 5HEARkLALL 5CHEDULE5. 'ALE:3/4'=I'-O* CN G)5-( u DOUBLE 2xb 5ILL(P.T.ON BOT.)FA5TENED FA5TEN PLYWOOD TO ALL (D C� TO CONCRETE HITH J"DIA.x 16"LONG 10'KALL 10'KALL PLATE5 WITH&d NAIL5 0 4 HOOKED ANCHOR BOLT5 @ 4b"O.C. AND 04 O.G.EA.PLATE,TYP. b*(MIN)FROM BUILDING CORNER5.HALL END5,AND DOOR OPENING-5. #4 5LAB 00HEL5 0 12" 24" O.C.@ TERRACE (ONG.5LAB ON FOUNDATION T.O.5TEM M,,/EL.5EE PLAN GRADE,5EE PLAN5 T.O.5LAB c: #5 CONTINUOU5 HORIZ. EL.5EE 511_A,51$�_ BAR @ TOP OF 5TEM T.O.5LA13k EL.5EE PLAN�F 6'5TEM T.O.5HELF T.O.HALL 2 Ln PROVIDE AND IN5TALL FELT PROVIDE AND IN5TALL FELT EL.5EE PLAN OVIDE AND IN5TALL FELT Mr.EL.5EE PLAN GONC.%AI3 ON -0 4' 13OND BREAKER HHERE GRADE,5EE PLAN5 BOND BREAKER WHERE N 5HELF 7. CONTIN)OV5--\ 'WL'AND5 165FZPE0AUKREER0"A4CE7AElN5T 5LAB 15 POURED A6AIN5T INUOU5 HALL BEVELED 2x4 5LAB is PouRfD A&AiN5T CONTINUOU5 FOOTINC7/KALL,TYP. FOOTIN6/HALL,TYP. (1)#4 CONT FOOTINGMALL,TYP. BEVELED 10"HALL BAR5 @ TOP OF HALL 5HEAR KEY,TYP. 5HEAR KEY,TYP. #5 CONTINUOUS HORIZ. CONC.5LAB ON CONG.5LA5 ON GONTINUOV5 2x4 BAR @ TOP OF 5HELF 61,TYP GRADE,5EE PLAN5 GRADE,5EE PLAN5 /-BEVELED 2x4 5HEAR KEY,IYP. CONTINUOU5 BEVELED 2x4 .J TYP. 5HEAR KEY,TYP. 0 TYP. -- - A B.O.FOOTIN!2 + .1 E)". Mr/EL.5EE PLAN'- 4C J%6.0.FOOTING JhB.O.FOOTH (2)#4 CONTINUOU5 '11111�JEL.VARiE5 Ill,,/EL.VARIE5 (2)05 CONTINUOU5 FOOTING 5HALL BEAR ON 1. 5EE PLAN (2)05 CONTINUOU5 5EE PLAN -10" e. BAR5 @ BOTTOM OF BAR5 @ E30TTOM OF BAR5 @ E30TTOM OF NATURAL,UN015TIURBEP FOOTING 3 5UB-GRADE OR PROPERLY FOOTING B.O.FOOTING FOOTING IRV EL.VARIE5 COMPACTED GRAVEL FILL. FOOTING 5HALL BEAR ON FOOTING 5HALL BEAR ON 10. 5EE PLAN (2)#5 CONTINUOU5 NATURAL,UN015TURBED NATURAL,UND15TURBED u DDT-lom 0;:: S-4-6-6RADE OR PROPERLY 5UB-67fZADE OR PROPERLY C) FOOTING COMPAC-TED GRAVEL FILL. COMPACTED GRAVEL FILL. 5EGTION THRU TERRACE FOUNDATION sr-ALE:3/4*= 0" J-41 �Ar12 06. r2 4 5HELFF 5L' FO 5EcTION THROUGH KALKOUT FOUNDATION (D')j5ECTION THRU FOUNDATION-PERPENDICULAR FRAMING 5ECTiON THRU FOUNDATION-PARALLEL FRAMING 6 ALE.3/4 1. ALE. 4"=I'_O" �li�SGALE:3/4'=I'-O" 4 CAMERA-O'NEILL CONSULTING ENGINEERS Camera/O'Neill •.os� 51N6LE 2x4 SOLE PLAT_,TY?. {`,fir S • I PROVIDE CONTINUOUS 2x4 . 2x4 WOOD STUDS 3 16"O.G. 2x4 WOOD 5TUD5®16"0 G 'RIBBON"FASTENED TO EA. 5HEARKALL.SEE 5HEARYtALL PLANS t 5'-'EA9_ALL.5EE 5HEARWALL PLANS! FLOOR TRU55 W/12d NAILS ', / 5G'r.`DULE FOR ADDITIONAL 5GHEDULE FOR ADDITIONAL ..� '� W t9 W - INFORMATION 1 \' 2'Y %'�; =L INFORMATION /. o W _ �� 0 01-E 5IN6L 4 PLATE.TYP. TO sU3-FLOOR _ PERMIT SET U u ;^ PROVIDE CONTINUOUS 2x4 "Ta6 PLYWOOD GOORD.W/ARCH "R1330N"FASTENED TO EA. —GOO .FI - TING ccJ 5UB-FLOOR. QUI ENT5 W/ Q FLOOR TR!!55 Wi 12d NAILS /// 'L DWC5. 771 PRE-ENGINEERED ; WOOD FLOOR I TRU55E,SEE PLANS x PR`-ENGINEERED HOOD ' PROVIDEYa"DIA.x b"LONG FLOOR T`V55,SEE 5IMP50N 505 5GREW FASTENED PLANS PROVIDE AND INSTALL TRIPLE 2x4 i STUB POST(NOT SHOWtU BELOW ALL THROUGH DOUBLE TOP PLATE AND INTO PRE-ENGINEERED TRU55 DOUBLE 2x4 ,IAMB AND P05T LOCATIONS ABOVE. DOUBLE 2x4 TOP BOTTOM CHORD®24'O.G. G.G.NOTE: TOP PLATE,TYP. PLATE,TYP. PRE-ENGINEERED WOOD FLOOR I TRU55 BEARING REQUIREMENTS 51TALL BE COORDINATED WITH TRUSS DE516NER I 2x4 WOOD 5TUD5 @ 16'O.G. 2x4 WOOD 5TUD5®16'O.G. 5HEARHALL.SEE 5HEARKALL PLANS a i 5HEARWALL.SEE 5HEARHALL PLANS a Z SCHEDULE FOR ADDITIONAL 56HEDULE FOR ADDITIONAL 0 INFORMATION _—_ INFORMATION v2 > w O' D!ALIE ECTON THRU FRAMING AT PARTY WALL :3/4'=1'-0" O O cn N J O 00 Q U L- w n` N � O O 2x4 WOOD STUDS®Ib"O.G. 2x4 WOOD STUDS®I6'O.G. Q U 5HEARWALL SEE 5HEARWALL PLANS a 2x4 HOOD STUDS 16"O.G. 5HEARWALL.SEE 5HEARWALL PLANS a Z z O SCHEDULE FOR ADDITIONAL q 2x4 HOOD STUDS®16'O.G. 5HEARWALL.SEE 5HEARWALL PLANS a SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®16"O.G. 0 INFORMATION 5HEARWALL.SEE 5HEARHALL PLANS a 56HEDULE FOR ADDITIONAL 2x4 WOOD STUDS®16"O.G. INFORMATION 1 I�SHEARWALL.SEE SHEARHALL PLANS a n_ 5GHEDULE FOR ADDITIONAL INFORMATION S!+EARWALL.SEE 94EARWALL PLANS d 56HEPULE FOR ADDITIONAL w u� TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED INFORMATION TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED SCHEDULE FOR ADDITIONAL P.T.2x4 SILL FASTENED TO CONCRETE INFORMATION N Q LLJ TO CONCRETE WITH g"DIA.x 12"LONG SINGLE 2xb 50LE TO CONCRETE WITH J"DIA.x 12"LONG INFORMATION WITH g"DIA.x 12"LONG HOOKED ANCHOR 5IN6LE 2x6 SOLE p (� tom] HOOKED ANCHOR BOLTS 6 W O.G. AND PLATE,TYP. HOOKED ANCHOR BOLTS®4b"O.G. AND BOLTS®4W O.G. AND 6"(MIN)FROM PLATE,TYP. b"(MIN)FROM BUILDING CORNERS,WALL °Ta6 APA RATED b"(MIW FROM BUILDING CORNERS,HALL BUILDING CORNERS,WALL ENDS,AND J"T46 APA RATED /�GOORD.FIRE RATING PLYWOOD RATE OR GOORD.FIRE RATING PLYWOOD SUBFLOOR ENDS,AND DOOR OPENINGS. REQUIREMENTS W/ ENDS,AND DOOR OPENINGS. DOOR OPENIN65. REQUIREMENTS W/ ARGH'L DH65. T.O.SUBFLOOR PROVIDE AND INSTALL FELT BOND ARGH'L DHG5 T.O.5UBFLOOR BREAKER WERE SLAB 15 POURED >� EL.SEE PLAN PROVIDE AND INSTALL FELT BOND AGAINST FOOTINGMIALL,TYP. EL.SEE PLAN T.O.HALL � T.O.HALL BREAKER WHERE SLAB 15 POURED T.O.WALL O EL.SEE PLAN ` EL.SEE PLAN AGAINST FOOTING/WALL,TYP. EL.SEE PLAN CONG.SLAB ON • •• • • • PRE-ENGINEERED T.O.SLAB T.O.SLAB 6RADE,SEE PLANS 4 FLOOR TRU55E5, EL.SEE PLAN T ' I ( SEE PLANS (2)tt4 CONTINUOUS GONG.SLAB ON (2)#5 CONTINUOUS Z PRE-ENGINEERED TOP CHORD (2)#5 GpNTINUOU� BARS TOP OF WA!L GRADE,5EE PLANS BARS®TOP OF WALL TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED NG = BEARI FLOOR TRUSSES, - BARS®TOP OF HALL 10°WALL TO CONCRETE WITH "DIA.x 12°LONG SEE PLANS AT STAIR OPENING, HOOKED ANCHOR BOLT5®W O.G. AND - GONTIt,410U5 PROVIDE(2)ADD #5 6"(MIN)FROM BUILDING CORNERS,WALL = O P.T.2x4 SILL FASTENED TO CONCRETE L.BARS.EXTEND BARS ENDS,AND DOOR OPENINGS. Lo WITH g"DIA.x 12"LON6 HOOKED ANCHOR b" BEVELED 2x4 24"BEYOND E06E OF = n/ O TYP. SHEAR KEY,TYP. GONT.P.T.2xb LEDGER FASTENED `:- LL r-- BOLTS®4b"O.G. AND&'(MIN)FROM OPENING ON EA.SIDE BUILDING CORNERS,WALL ENDS,AND TO GONG.W/0.151'DIA.HILTI TYPE - � DOOR OPENINGS. v X-U PONDER AGTUATED FASTENERS zt _ ®16"O.G.5TA66ERED.CEILING Q 5TRAPPIN6 SHALL BE FASTENED LO • •' — TO LEDGER W/(2)bd NAILS �}B.O.FOOTING YE.SEEPA (2)04 CONTINUOUS _ N FOOTING SHALL BEAR ON BARS®BOTTOM OF NATURAL,UNDISTURBED FOOTING 10"HALL 5UB-GRADE OR PROPERLY 10"WALL v COMPACTED GRAVEL FILL. = /J�`` CD5ECT'ON THRU GARAGE AT PARTY WALL - W SCALE:3/4°=I'-0' CONTINUOUS PROVIDE AND INSTALL FELT GONTINUOU5 PROVIDE AND INSTALL FELT - BEVELED 2x4 BOND BREAKER 1^6IERE BEVELED 2x4 BOND BREAKER WHERE z SHEAR KEY TYp SLAB 15 POURED AGAINST SLAB n-p7\ SLAB I5 POURED AGAINST FOOTING/WALL,TYP. FOOTING/WALL,TYP. b GONG.SLAB ON GONG.SLAB ON GRADE,SEE PLANS TYP v GRADE,SEE PLANS 0 O t tJSFOOTIN5 �8.0.FOOTING �#5 CONTINUOUS _ E VARIES 2'-0" (2)#5 CONTINUOUS EL.V RI 5 I'-10" (2) SEE PLAN l SEE PLAN Q ®BOTTOM OF fi BARS®BOTTOM OF BARS v �FOOTING v �FOOTING - m FOOTING 5+iALL BEAR ON m FOOTING SHALL BEAR ON NATURAL,UNDISTURBED NATUFx'A_,UNDISTURBED 5UB-C-BADE OR PROPERLY 508-C-RADE OR PROPERLY = COMPACTED GRAVEL FILL. COMPACTED 6RAVEL FILL. ! SECTION THRU FOUNDATION AT PARTY WALL 4 SECTION THRU FOUNDATION AT PARTY WALL AT GARAGE SCALE:314°=I'-O' SCALE:3/4"=I'-O" G CAMERA-O'NEILL CONSULTING ENGINEERS •.,":=::cir•-gins-�?�,,.;•, Camera/O'Neill GENERAL NOTE5: CONCRETE NOTE-5: 5TR11GTURAL LUMBER ENGINEERED LUMBER: Y. 1.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH O=NOT L E55 TnAN 1-000 P51 AT 28 1.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF"TIMBER CON5TRUCT}ON r*.;T 9�,7, lf.� DIMENSIONS,ELEVATIONS,GRADES,IMPLIED LOCATIONS.A.10 51Z 5 DAYS 1'EI,TRAINED AIR CONTENT BETWEEN 45%AND 1%). STANDARDS"OF THE AMERICAN INSTITUTE OF TIVBER CONSTRUCTION AND THE'NATIONAL DESIGN SPECIFICATION FOR SHOWN ON STRUCTURAL DRAWINGS WITH EXISTING FIELD CONDITIONS 5TRE55-GRADE LUMBER AND ITS FASTENINGS"OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. AND ALL CONSULTANT DRAWINGS AND RE PORT5 INCLUDING 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COV.P.R.ZE551VE STRENv5T'-I OF NOT LESS i R.4 3000 P51 AT 6EOTECHNICAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM GRADES AND DESIGN VALUES REQUIRED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL BE. ��' f •�``(' T 5TUD5 CON!5TRLti✓TION GRADE 5FRUCE-PINE-FIR,FG=1000 P51,E=13 ,0 0000 P51, �� �. Z Z - p W 2.ALL 516NIFIGANT D15CRE.ANGIE5 FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT L^:5.HAN 4000 P51 AT 26 DAYS JOIST5/RAFTER5/BEAM5:SPRUCE-PINE-FIR NO.2,FB=815 P51,E=1,400,000 P51 THE ARCHITECT OF RECORD. t r,. /0, > - (ENTRAINED AIR CONTENT BETWEEN 4.5SG AND 1S5). PRESSURE TREAT`cD LUMBER:SOUTHERN PINE NO.I,E=1,400A00 P51 <y",E v� _ - 3.ALL DIMENSIONS,ELEVATIONS.SHELVES.BEAM POCKETS. 4.ALL GONGRETE SHALL CONTAIN AN APPROVED WATER-REDUCING ADMIX UR=. 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2xb 9 16'O.G.UNLESS NOTED OTHERWISE.FURTHERMORE•ALL WALL ~." ✓ °C "' �- CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS.SLABS,AID STUDS ADJACENT TO 5irFL COLUMNS SHALL BE FASTENEFD TO FACE OF COLUMN WITH HILTI X-U POWDER DRIVEN -.... O J ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TESTS CYLINDERS SHALL BE TAKEN BY AN INDEPi NDENT C•ONGR_TE H--5TING L p$ON FA5TENFR5 a lb*O.G. V = $ 6EOT EC,HNIGAL.MECHANICAL.ARCHITECTURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 CASK YARDS.ONE CYLINDER 5HALL BE 5;OKE N AT 1 DAYS.TWO PERMIT SET u , Z 5 TRAvDES'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 SUPPORTED ON NOT LE55 THAN AN EQUAL NUMBER OF 5TUD5 cc Q CADS INFORMATION_L DESIGN LOA!>!(EXCEPT AS NOTED): AT EACH END,UNLE55 NOTED OTHERWISE. b.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDING CODE:INTERNATIONAL BUILDING-CODE(!BG).2015 EDITION 5.WOOD GOLUMN5 MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAILED TOGETHER WITH 160 NAILS.NAIL RELATED REFERENCE.A5CE 1-fro 1.A CONCRETE MIX DE-516N SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EA�:H TYPE OF 5PACING SHALL BE IN 2 ROWS,SPACED 8'D.G.FROM BOTH SIDE--5 STACS&ERED 4'APART. CONCRETE USED ON SITE.MIX DE516N SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EA6-1 MIX OF GENERAL NOTE5-PRE-ENGIt,LER�W00p TRlff�ES: FLOOR LIVE LOADS. CONCRETE. 6.UNLESS OTTsRW15E NOTED,ALL EXTERIOR OPENINGS SHALL HAVE NOT LE55 THAN ONE JACK STUD AND TWO FULL !HOOD TRUSSES SINALL BE DESIGNED PER THE"DESIGN SPECIFICATION FOR METAL PLA1L GONLNtEGTED WOOD RESIDENTIAL HEIGHT 5TUD5 AT EACH SIDE OF THE OPENING.ALL INTERIOR BEARING WALL OPENINGS SHALL HAVE NOT LESS THAN PRIVATE ROOMS a CORRIDORS SERVING THEM:40 PSF 8.ALL REINFORCING BARS SHALL BE A5TM A-615 GRADE 60 UNLESS NOTED OTHERRN15E. TWO JACK STUDS AND ONE FULL HEIGHT STUD AT EACH SIDE OF THE OPENING UNLESS NOTED OTHERWISE. TR1155E-5',PUBLISHED BY THE TRUSS PLATE INSTITUTE PUBLIC ROOMS a CORRIDORS SERVING THEM:TOO P5F g GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RE.f'RD FCR a:RC:,! 1.ALL CONVENTIONAL LUMBER ROOF RAFTERS SHALL HAVE A 51MP50N UPLIFT ANCHOR AT EACH BEARING LOCATION. 2•ALL ROOF TRUSSES AND OVERHANGINGOD MEMBERS SHALL BE HELD DONN WITH UPLIFT ANCHORS PER TEG1URA�AND WO SNOW AND ROOF LOAD5/FAGTOR5: EN6INEERIN6 REVIEW.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY Tr$GENERAL CONTRACTOR PRIOR TO USE 51MP50N 1_550 SKEWED AND/OR SLOPED HANGERS AT EACH RAFTER AS REQUIRED.PROVIDE AND INSTALL 1 25'X20 TRUSS MANUR-AGTURER5 REQUIREMENTS MIN.ROOF LIVE LOAD.20 P5F SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT REBAR LAYOUT,MATERIALS.!EN5THi5,LAF'S, GA.R106E STRAPS(10 8D NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUBSTITUTION). 3.WOOD TRL55 FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP GROUND SNOW LOAD(Pq):30 P5F BENDS,DETAILS,ETC. OPAHIN66 BEARING SEAL AND SIGNATURE OF THE DESIGN PROFE-5510RAL ENGINEER.REGISTERED IN THE STATE FLAT ROOF SNOW LOAD(Pf):30 P5F 8.FLUSH FRAMING SHALL BE SUPPORTED BY JOIST HANGERS DESIGNED FOR THE FULL CAPACITY OF THE 5UPPORTED OF NEW PORK SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SNOW LOAD IMPORTANCE FACTOR(Is):10 10 ALL REINFORCING BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 315,151, IN NO CASE SHALL THEY BE AMBER. LESS THAN 2'-O'OR 48xDIA. SUBMITTING TO ARCHITECT.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED TO:TRL65 LAYOUT PLAN; SNOW EXPOSURE FACTOR(Ce):1.0 TRU55 DETAIL SHEETS SHOWING CONFIGURATION,DIMENSIONS.LOADS,MEMBER SIZES AND GRADES.MEMBER q.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGNED TRUSSES UNDER ALL PARTITIONS RUNNING THERMAL FACTOR(CO:1.0 FORGES,CONNECTION PLATE SIZES.PERMANENT BRAGIN6 REQUIREMENTS,TRU55 CONNECTION HANGERS FOR 11.ALL WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-185,Fy=60 K51 PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO ALIGN FLOOR ELEVATIONS THAT RUN PARALLEL TO PARTITIONS. FLUSH FRAMING,TEMPORARY BRACING REQUIREMENT5,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TRUSS 6EOTECHNICAL FACTORS: 12.ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO(2)FULL MESH PANELS AT 51DE5 AND ENDS AND BE SECURELY DESIGNER),ETC. FR05T DEPTH:3'45' WIRED TOGETHER 10.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH PRESERVATIVE. ASSUMED 501L BEARING CAPACITY:SEE"FOUNDATION NOTES'IT 15 ASSUMED THAT 4 TFZU55 DESIGNER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING CODE AND ALL THE SOILS SUPPORTING THI5 CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCUMENT5.ADDITIONAL 13.SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINIS}NES.FLOOR DEPRG551Oti5 AND GUT 11.EXTERIOR WALL SHEATHING SHALL BE MINIMUM 15132 APA STRUCTURAL I RATED SHEATHING.�'HUBER'ZIP"SYSTEM IS PROPO5ED$UIL.DING(WITH THE SPECIFIED FOUNDATION ELEMENTS),SIDEWALKS,AND REQUIREMENT5 MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DESIGN LOADS DUE TO WIND AND/OR OUTS PERMITTED,'ZIP-R'INSULATED PANELS ARE SPEGIFIGALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH 8d NAILS PAVEMENTS WITHOUT ADVERSE AFFECT5 DUE TO 5ETTLEMENT,DIFFERENTIAL EARTHQUAKE,SNOW DRIFTING.POINT LOADS AND/OR ADDITIONAL LOADING FROM OTTER FRAMING MEI-IBER5, Z SETTLEMENT,BUOYANCY,ETC.THE DEVELOPER,GENERAL CONTRACTOR,AND/OR NOT LE55 THAN UI O.G.ON ALL PANEL EDGES.ALL WALL HORIZONTAL PANEL O SPAGES MUST BE BLOCKED AND NAILED SPECIAL TOP GHORD SLOPE REQUIREMENTS FOR DRAINAGE.ETC.TRUSS DESIGNER SHALL CAREFULLY 14.COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,MECHANICAL,EL%GT<NGAL CONTRACTORS WITHIN 48'OF BUILDING CORNERS.SHEATHING PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS OWNERS SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTECHNICAL ENC71N!ERR TO COORDINATE ALL LOADS DUE TO MECHANICAL EQUIPMENT AND PLUMBING FIXTURES•INCLUDING BUT NOT LIMITED O TEST AND EVALUATE T14E SITE IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO AND LOCAL AGENCIES. (CENTERED ON FLOOR SYSTEM)TO ACHIEVE GONTINJOl15 UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. TO T1155,SHOWER UNITS.WITH THE 6.C..ARCHITECT,AND MECHANICAL DESIGN. 'n VERIFY T7-E-5E AS9JMPTION5 AND PROVIDE A GEOTEGHNIGAL ENGINEERING REPORT. 15.ALL CONCRETE SHALL BE DETAILED.FORMED,HANDLED,PLACED,AND PROTECTED IN ACC_ORDANGE WITH 12.51.6-FLOORIN65 SHALL BE 3/4"TONGUE d GROOVE APA STRUCTURAL I RATED SHEATHING EXPOSURE I UNLESS w PROCEDURES AND GUIDELINES PRESGRI13ED IN THE LATEST EDITION OF'BUILDING CODE REQUIRE!ENT5 FOR NOTED OTHERWISE.FASTEN 5U6-FLOOR TO SUPPORTING FRAMING WITH INDUSTRY STANDARD 50-FLOOR 5.DEAD LOADS: WIND FACTORS: REINFORCED CONCRETE'AGI-31b.MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE 5TRUCTURE5,A6I-301, ADHESIVE AND 8d NAILS a b"OC. ROOF TRU55 TOP CHORD DEAD LOAD:10 P5F R15K 6ATE5ORY:11 AND AGI-3051306 GUIDES FOR HOT/GOLD WEATHER GONCRETING. ROOF TRU55 BOTTOM CHORD DEAD LOAD:10 P5F BA51C WIND SPEED M:130 MPH FLOOR TRU55 TOP CHORD DEAD LOAD:15 P5F EXPOSURE CATEGORY:B Ib.G.C.SHALL COORDINATE ALL CONCRETE FINISH 13.ROOF SHEATHING ON FLAT ROOF-5 SHALL BE MINIMUM ES WITH ARCHITECT OF RECORD. ALL CONCRETE THAT SHALL -Ta G APA STRUCTURAL I RATED SHEATHING. FLOOR TRU55 BOTTOM CHORD DEAD LOAD:10 P5F TOPOGRAPHIC FACTOR(Kzt):1.0 BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL 14.ROOF SHEATHING ON NON-CURVED SLOPING,FRAMING SHALL BE MINIMUM 5/8'T46 APA STRUCTURAL I RATED ENCLOSURE CLASSIFICATION:ENCLOSED PRODUCE THE DESIRED ARCHITECTURAL FINISH. G.C.SHALL COORDINATE THE CONCRETE MIX DESIGN(IE.SELF b.TRU55 DESIGNER SHALL DE5I6N,MANUFACTURE,AND FURNISH ALL FLOOR TRU5'5E5 WHICH MEET A LIVE LOAD INTERNAL PRE-55 GOEFF I:30.1E(ENCLOSED BLD5J SHEATHING DEFLECTION CRITERIA OF U%0 AND ALL ROOF TRU55E5 WHICH MEET A TOTAL LOAD DEFLECTION CRITERIA OF �P CONSOLIDATING CONCRETE),REBAR PLACEMENT,AND METHODS OF VIBRATION TO PROD'JGE A FULLY SALIENT CORNER DISTANCE:6-O" CONSOLIDATED CONCRETE POUR FREE OF VOIDS AND/OR"HONEY-`COMBING". 15.ROOF SHEATHING ON FLAT ROOFS AND NON-CURVED SLOPING FRAMING SHALL BE NAILED WITH 8d NAILS NOT THE LESSER OF 1/4*OR L1360 vNLE�J-5 SPECIFICALLY APPROVED OTHERWISE. N ROOF PITCH.21-45 DEGREES �MORE THAN b'O.G. ALL SUPPORTED PANEL ED6E5.NAILS SHALL BE SPACED 4.O.G.IN AREAS WITHIN 48"OF 1 WOOD TRU55 ERECTOR SHALL BE RESPONSIBLE FOR DE516N AND INSTALLATION OF ALL TEMPORARY ui 0-4COMPONENITS AND CLADDING:UNFAGTORED WIND LOADS 11.GENERA!-CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REBAR PLAGEhfENT,CONCRETE MIX RIDGES,HIPS,RAKES, .AND EAVES. ERECTION BRACING. H-- ZONE5 I,2 a 3 ROOF WIND PRESSURES DESIGN,AND CONGRETI=PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION O THROUGHOUT.ALL PRECAUTIONS,5HALL BE TAKEN TO AVOID'HONEYGOMBIN6'AND VOIDS IN GONGR:.TE - TRIG AREA ZONE 1(FIELD) ZONE 2(EDGE) ZONE 3(CORNER) Ib.ROOF SHEATHING ON CURVED FRAMING MEMBERS SHALL BE THREE LAYERS OF�"APA RATED PLYWOOD 8.T1RI155 SPACING SHOWN IN STRUCTURAL ENGINEERING PLANS ARE FOR REFERENCE ONLY GENERAL _ 10 5F 30.4 P5F 35b P5F 35b P5F FOUNDATION.TECHNIQUES,SUCH AS PRE-STA6ING CONCRETE VIBRATORS IN CONGESTED AREAS.MODIFIED SHEATHING WITH END AND SIDE JOINTS STAGGERED BETWEEN 5UCCE5SIVE LAYERS.EACH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TFJ)%SHOP DRAWINGS FOR ACTUAL TRU55 LAYOUT AND SPACING 20 5F 28.q P5F 34.0 P5F 34 0 P5F CONGRETE MIX DESIGNS TO PROMOTE COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE SUPPORTING FRAMING WITH 8d RINK-SHANK NAILS a 12"O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES). J CC) 50 SF 26.E P5F 32.0 P5F 32.0 P5F GONTRACTOR15 DISCRETION. STAGGERED BETWEEN NAILS FROM SUCCESSIVE LAYERS. U L- 100 SF 25.2 P5F 30.4 P5F 30.4 P5F Q v) 18 CONCRETE VOIDS AND EXCESSIVE'HONEY-COMBING"SHALL BE DOCUMENTED AND REPORTED TO THE 11,SOLID BLOCKING SHALL BE PROVIDED AT RIDGES AND EAVES TO SUPPORT AND FASTEN PANEL EDGE5 IN Uf ZONES 4 a 5 WALL WIND PRESSURES ARCHITECT OF RECORD FOR ANALYSIS AND PREPARATION OF A REPAIR METHOD. PARGING,DRY-PACKING,AND ALL CIRCUMSTANCES FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR w TRIB AREA ZONE 4(FIELD) ZONE 5(CORNER) 'FLOATING'THE ADJAGENT SLAB CONTINUOUS PANEL EDGE SUPPORT AND FASTENING. Z TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING i- � _+_ 10 SF 33.0 P5F 40.1 P5F SIGNIFICANT VOIDS. LLJ O U 20 5F 31b P5F 38.0 P5F 15.ENGINEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Z Z O 50 SF 2qb P5F 343 S P5F STR GTURAL STEEL NO ' DRAWING LUMBER S FOR ALL ENGINEERED AND 1-JOISTS.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED 100 SF 28.4 P5F 31b P5F I.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE A15C 5PECIFIGATION5 AND CODES, TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MEMBERS,BEARING LENGTHS, 500 5F 25.2 P5F 25.2 P5F LATEST EDITION. CONNECTION HANGERS,BLOCKING,BRIDGING.AND SQUASH BLOCKS. o ck: w 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAM5(kV SHALL BE A5TM Agg2 FY=50 K51.BASE PLATES. Iq.LAMINATED VENEER LU-tBER(LVU.LAMINATED STRAND LUMBER(L5LJ.AND PARALLEL STRAND LUMBER(P5l-)SHALL U -' w FOUNDATION NOTES: CHANNELS,ANGLES,AND MI5G.STTRLGTURAL STEEL.SHALL BE A5TM A-36,FY=36 K51.ALL SQUARE AND N Q ~ BE VERSA-LAM BY BOISE CASCADE OR EQUAL. w (� Q I.ALL SOIL CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE RECTANGULAR HOLLOW STRUCTURAL SECTIONS(H55)SHALL BE A5TM A-500 GRADE B FY MINIMUM 46 K51. u CLEARED FROM THE BUILDING FOOTPRINT. 20.LVL AND P51L BEAM5 SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=3100 PSI,FT=2150 P51,FC=150 3.ALL ANCHOR BOLTS AND THREADED R005 SHALL CONFORM TO THE REQUIREMENT5 OF A5TM F1554 AND P51 FG=3000 P51,FV= 285 P51,E=2000000 P51 2.ALL 501L SUPPORTED FOOTINGS SHALL BE FOUNDED UPON COMPACTED NATURAL A301. 5UB6RADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING CAPACITY OF 21.P51L MU COLUMN5/PO5T5 SHALL HAVE THE FOLLOWING MINIM PROPERTIES:FB P=2650 PSI,FT=1650 51,FG=150 AT LEAST 3000 P5F.Or-SHALL BE RESPONSIBLE FOR DETERMINING THE SITES 4•ALL BOLTS,NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF A5TMI A-325 FOR 3/4"DIAMETER P51 FG=3000 P51,FV= 285 P51,E=1.100000 P51 V SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE 6C.SHALL BE HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE. >� RESPONSIBLE FOR CONSTRUCTING THI5 BUILDING AND SURROUNDING 51TE/5U86RADE 22.LVL5 AND P5L5 SHALL BE FREE OF FINGER JOINTS.SCARF JOINTS OR MECHANICAL CONNECTIONS FOR THE FULL O IN STRICT ACCORDANCE WITH THI5 REQUIREMENT. 5.ALL WELDING ELECTRODES SHALL BE EIOXX LENGTH OF THE MEMBER _ 3.BEDROCK/LEDGE SHALL BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF 6.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM 70 THE A-6'CODE FOR ARC, 23.ADHESIVE USED SHALL BE WATERPROOF,MEETING THE REQUIREMENTS OF A6TM D-255q-16. FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED GRAVEL. AND 6A5 WELDING IN BUILDING CONSTRUCTION',LATEST EDITION. 24.ALL 51HP50N CONNECTORS(HANGERS.STRAPS.UPLIFT CONNECTORS.POST GAPS,EGTJ SHALL BE COATED WITH >� 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTING LAB ON 1.NO CONNECTION SHALL CONSI ST OF LESS THAN TWO 3/4"DIAMETER BOLTS OR WELDS DEVELOPING A MINIMUM Z-MAX CORROSION RESISTANCE OR APPROVED SUBSTITUTE. EACH TYPE OF 501L TO BE COMPACTED. OF I0p00 POUNDS UNLESS NOTED OTHERWISE. 25.ALL FASTENERS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE - 5.SOIL SHALL BE GOh1PAGTT D 70 NOT LE55 THAN g5S5 OF MAXIMUM DRY DENSITY PER 8.ALL FILLET WELD5 SHALL BE A MINIMUM OF 1/4'UNLESS NOTED OTHERWISE. PRESERVATIVE TREATMENT USED. A57M 0I551 IN LIFTS NOT TO EXCEED 6"LOOSE DEPTH. q,ALL WELDS SHALL BE V15UALLY INSPECTED AND ALL FULL PENETRATION WELD5 SHALL 13E INSPECTED BY 26 ALL FA5TE ER5 EXPOSED TO MOISTURE,EXPECTED CONDENSATION,PRE55URE TREATED LUMBER,AND/OR THE - 6.FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT SOILS TESTING LAB ULTRA-SONIC TESTING. HEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-CORRO5IVE _ � O � TO VERIFY COMPACTION.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE 10.AN INDEPENDENT COATING CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. O ARCHITECT OF RECORD. INDEPENDENT STEEL RESTING AGENCY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TESTING.THE r STRUCTl1TZAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TESTING 21.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RE515T UPLIFT LOADS WITH 51MP50N PG/EPC, 1.BAGKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS IN INCREMENTS NOT TO REGUIRI:MENTS TO BE COMPLETED.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. P05T GAPS AND 48"LONG N&.F-%OTHERWISE NOTED)SIMP50N 20GA COIL STRAPS.STRAPS SHALL BE m EXCEED 2 FEET MAXIMUM DIFFERENTIAL. If.THE CONTRACTOR SHALL 13E RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG BOTH SIDES OF POST.FASTEN STRAPS WITH _ ROD NAIL5 THROUGH ALL AVAILABLE NAIL HOLES. 8.SEE PLUMBING AND ELECTRICAL DRAWINGS FOR UNDER FLOOR SYSTEMS AND SPECIAL SEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS AID STABILITY. GRANULAR FILL MATERIAL REQUIREMENTS. 28.ALL CEILING FRAMING(INCLUDING TRL65 BOTTOM CHORDS)ADJACENT TO EXTERIOR WALL5 SHALL BE 12.AFTER FABRICATION,ALL STEEL.EXCEPT THAT R BE GALVANIZED,SHALL BE GLEANED OF ALL RUST.LOOSE FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS AGAINST LATERAL MOVEMENTS.COORDINATE ALL CEILING ! ` q.NO FOOTINGS OR SLABS SHALL BE POURED INTO OR AGAINST SUB6RADE CONTAINING MILL SCALE AND OTHER FOREIGN MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT.REFER TO FRAMING WITH ARCHITECT OF RECORD. U N FREE WATER OR ICE. ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. 0'-- 2q.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER PROVIDE i INSTALL Q) . WELDED AND FITTED WE$STIFFENERR5 BOTH 51DE5 AT ALL BEARING a POINT ^I 10.ALL SLABS-ON-GRADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 13 PROVIDE d INSTALL�"FULLY GONTILJJOUS 2X8 CLEAT FA51'ENED THROUGH SHEATHING AND INTO EACH ROOF RAFTER WITH(2)al0 DECKING GRANULAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER.COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLANGES UNLESS NOTED OTHERWISE 5CREL^15.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)16d TOE-NAILS AND 51146LE#10 DECKING SCREW SUBGRADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6EOTECHNICAL ENGINEERS THROUGH TOP OF RAFTER. 14 GUTS,HOLES,OPENINGS,EEG IJG.REQUIRED IN STRT1JfRAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES _ OF RECORD. SHALL BE SHOWN ON SHOP DRAWINGS FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.5URNIN5 OF -� HOLES OR GUT5 IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN 30.PROVIDE AND INSTALL HORIZONTAL 4k8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TR1U55. 11.FORGES DUE TO HYDROSTATIC PRE55URE HAVE NOT BEEN CONSIDERED IN THE PERMISSION FROM 11E STRUCTURAL ENGINEER OF RECORD. TH15 PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS a b'O.G. DESIGN OF THE FOUNDATION FOR THIS STRUCTURE.IT 15 THE RESPONSIBILITY OF THE (3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENGINEERED WOOD RIM TRU55 TOP CHORDS, _ � �/ GENERAL CONTRACTOR/OWNER TO CONFIRM WITH A 6EOTEGHNICAL ENGINEER,CIVIL 15.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL BOTTOM CHORDS,AND RIBBON J015T5 W/8d NAILS a 6'O.G.AND TO THE TRL65 VERTICAL MEMBERS WITH 8d NAILS ENGINEER,OR OTHER QUALIFIED DESIGN PROFESSIONAL TO ENSURE HYDROSTATIC AND ENGINEERING REVIEW.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL b'O.G.(3 NAILS PER VERTIGAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FORGES DO NOT EXIST. CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT.SHOP DRAWIN6 SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR 5TUD5 WITH 8d NAILS®6'D.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH 12.ALL DAMP-PROOFING,WATER-F'IROOFING,SUBSURFACE DRAINAGE SHALL BE THE MATERIALS,LENGTHS.CUTS,STIFFENERS,GONNECTION5,DETAILS.ANCHOR BOLTS.LEVELING PLATES.EMBEDDED 8d NAILS 0 6'O.G."EXCEPTION:PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK RESPONSIBILITY OF OTHERS. ITEM5,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KING AND JACK) z Y z CAMERA.O'NEILL CONSULTING ENGINEERS Camera/O'Neift PROVIDE 5114150N LU5210 �,�F�'��, �•,,,��7T�\� p FACE MOU\T HANG-ER5 AT ALL DECK J015T5.TYP p r O' ' z z O j .. �.�''' p - G O _ 4 - _+_ r 0 501 PERMIT SET u ;i r P. 2xG DEG T v ti o o o a % fl JOI T5 o 16" CONTINI,0U5 P.T 2x12 N v Osi x O x PROVIDE E INSTALL x '�x L�DeER FA5T`NED % g r� �v n n SIMPSQN A5tJ44 57ANDOFF n a THROIY�SF ATHIN6 AND p p BASE C FASTEN TO CONC. INTO R M J015T/WALL < < FASTEN FIR51 WALL W/5/0"DIA.EPDXIED STUDS W/(2)Y4'x G"LONG (j STUD TO GONG.FON. T}ZEADED ANCHOR Fj SIMPSGN SDWS Ib"OG WAIL W HILTI TYPE X-U E'SED) SO.I PROVIDE E INSTALL POWDER ACTUATED ?AIR OF IN15TALL - i ? 1J FA5TENER5 AT 16"06 DTT2Z TEh510N TIES O Sr�6$lED - - --- --- ------ - - ,yob -- --I - - -- 10- PAIR OF 51MP5ON - IIII IIII DOUBLE ROW OF DTT2Z TENSION TIES I111 HA _RS PER TR115S uaj O� FULL DEPTH BLOGKI G F DOUBLE ROW OF IIII A�F PER TRUSS up�O j -BLOCKING U. �L IIII PROVIDE!INSTALLY,' �a J W p w m Q IIII PROVIDE Q INSTALLY,' u v w w m G LALLY COLUMNS,TYP. - >.II11 LALLY COLUMNS.TYP. `n IIII w - Z w O dl I 4"LALLY 1:n 2X6 E w O a-1 4'LALL r u:�n 2X6�L6 cn OST _ I ® IIII I ® IIII w --J uj 50.2 T� <1111 TRL65 DE516NER NOTE: p 5 50.2 o c TRU55 DE516N r ER NOTE: - ( °- 50.1 a a I l l l w p IIII PRE-ENGINEERED 61RDER TRUS OR w p - IIII PRE-ENGINEERED 61RDER TRU5`OR p O AT ALL H55 COLUMNS, p AT ALL H55 COLUMNS, / BELOW A. POINT A _ W P INT L OAD IO Z cv ACLO11MODATE FACE MOUNT HANGER u IMODATE FACE MOUNT MN 6ER < 0 DOUBLE Ib'L.VL.BEAM(FLUSH)DIRECTLY DOUBLE I6'L.V.L.BEAM(FLUSH)DIF ECTLY Q pQ � PROVIDER INSTALL � INDICATE5 APPROX o I R N INDICATES APPROX q �i PROVIDE R INSTALL ROW I�R NOTE i _ DIRECTLY BELOW BELOW BEARING WALL O (� ? RFAQINr Q( tL (_1 Lk _ O L PROVIDE I INSTALLBLOCXIN6 5UPPORTING POINT LOADS O O :: ` _1 -f- HANGER5 PER TRU55 w i HANGERS PER TRUSS O 1 Ll_ Q U 1 - _ i PEE-FW71NFF9_v-Q z Z O O V) BELOW POINT LOAD BELOW POINT LOAD ~ d _ Lam' w Ib'DEEP PRE-ENGINEERED o - _ T 3.Ok Ib"Off-P PRE-ENGINEERED I p -a 5k _ �U Q WOOD TRUSSES®16"O.G. 1 V AM J HKC2612-SD5 1 AM WOOD TRUSSES®Ib'O.G. 1 V Huca612-sus AM w (� Q u� w UJ PRE-ENGINEERED GIRDER k, w OC PRE-E�N6INEERED 61RDER 0_4 w Ju� TRU55 OR DOUBLE Ib" ' w TRU55 OR DOUBLE 16`L.VL BEAM(FLInH) Q w p c L.V.L.BEAM(FLUSW PRE-ENGINEERED 61 TRUSS OR J _ PRE-EK61NEERED 61 -R TRU55 OR COORDINATE STAIR POOLE Ib'L.VJ-. EAM(FLUSH) COORDINATE STAIR DOUBLE 16'L.VL. AM(FLUSH) 0 OPENING DIMENSIONS N/ OPENING DIMENSIONS W/ ZI 6 ARC -DWG5. \ b ARGHL DW65 S 50.1 50.1 SIM PROVIDE a INSTALL 51M PROVIDE R INSTALL nn\\ BEAM POCKET AND P.T. 10 BEAM POCKET AND P.T. IO W BEARING PLATE TO c�I BEARIN6 PLATE TO ACCOMMODATE BEAM. ACCOMMODATE BEAM. PROTECT UNTREATED PROTECT UNTREATED LUMBER WITH BUILDING LUMBER WITH BUILDIN6 FELT,TYP. FELT,TYP. O _... � _ 0 Lo 0 0 co-AY r- W �Q•D w Spa Sir 3 5 w _3 5 _ r- I 50.2 50.1 50.2 50.1 = SIM 51M - UN • 5 5 - - Q, 50.1 50.1 C 0�4 - Z J "E 1 1 SIM 50.1 50.1 SIM 50.1 50.1 Y FIR5T FLOOR FRAMING--WALK OUT BASEMENT 05CALE: FIR5T FLOOR FRAMING-EG-RF55 WINDOW (D SCALE:1/4"=1'-0" 1/4"=I'-0" < PLAN NOTE-5: PLAN NOTE5 CONT.: • 1. #J-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(i.e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6ANOED TOGETHER IN ACCORDANCE WITH MANUFACTURERS FULL-HEIGHT KING 5TU015 WITH 2 JACK 5TUD5 SUPPORTING THE HEADE) REQUIREMENT5 AND PR_=VAILIN6 STATE BUILDING CODE. fh12 10. ALL MULTI-PLY HOOD AND/OR ENGINEERED MLMBER5 SHALL BE GANGED T05ETHER IN ACCORDANCE WITH MANUFAGTURER5 2. -INDICATES 51MP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. - SHALL BE INSTALLED PER MANUFACTURERS SPEGIFICATIONS WITH THE MAXIMUM FASTENER 51ZE AND QUANTITY. II. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNEGTION5 NOT SPECIFICALLY SPECIFIED ON PLANS. 3. "LALLY COLUMN'-ALL LALLY GOLUMN5 SHALL BE FILLED SOLID WITH GONGRETE.PROVIDE YZ"THICK"5PRIN6FIELD'CAP 12. MEMBER LAYOUT DEPICTED ON TH15 PLAN 15 INTENDED AS A GENERAL 6UIDE TO FRAMIN6.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMIN6 METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLESS OTHERWI5E NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. 09,AWING5 AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR.ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD 6ANGED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T."DENOTE PRESSURE TREATED OR HOLMANIZED LUMBER. 13. ALL DIMENSION5,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUT5,UNDER64ZOUND UTILITIES,PIERS,FOOTIN65,SLA55,AND ALL b. REF-ER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL 13E FULLY COORDINATED WITH CIVIL,GEOTEGHNICAL,MECHANICAL,ARGHITEGTURAL AND ALL OTHER TRADE5 1. ALL FULL-HE16HT COLUMNS WHICH PASS THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRANIN65 PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS 14 AI L TRIM,SOFFITS.RAKE5,EAVE5,BRACKETS.6UTTER5,CORBEL5,BUILD-OUT5.PAD-OUT5,AND ALL OTHER APPLIED 5 ALL PLATFORM FRAMED P05T5,WALL5,AND/OR BEAM LOADS SHALL 13E TRANSFERRED TO SUPPORTS BELOW WITH ARCF:rFGTURAL FEATURES AND EM5FLI.15HME1vT5 5E THE RESPONSIBILITY OF OTHfR5 AND FULLY COORDINATED WITH THE CRIPPLE 5TUD5,"SQUASH BLOGK5",AND/OR FULL-DEPTH SOLID BLOGKIN6. ARCH 1 EC T OF RECORD. CAMERA-O'NEILL CONSULTING ENGINEERS Camera/O'Neill • ,r ,L.Lj.Y :, .✓-;�.a (`i w �i PERMIT SET U - cc a `- FREE 6 NEERED ROOF -N I R F TR055,SEE PLANS J} 6.W.B COORD.W/ ZAD APA RATED WALL SHEATHING SEE ARCH L 6ENERAL TES. JACENT NO SINGLE 2xb 50LE PLATE UNIT 7 UPPER ROOF TRU55 5HALL / BEAR ON LOW ROOF TRU55 2xb WOOD 5TUD5 di 16'O.C. O z �•rd6 PLY inWOOD z sue-FLOOR. O IL LL - > o w 0 lw U- PROVIDE AND IN5TALL TRIPLE 2xb :n STUB POST/50UA5H BLOCK(NOT SHOWN)BELOW ALL JAMB AND POST LOCATIONS ABOVE. 1� 2xb OIb'O.G.BEARING WALL Q p (SHOWN'J-HADED) _w ul PRE-ENGINEERED WOOD p < FLOOR TRL65E5.5EE J N PLATE,TYP. T a DOUBLE 2x6 TOP PLANS FRE%,EE SEE PLR OF PROVIDE 2x DIA6. 0 BRAGIN6 O 48'O.G. PROVIDE BLOCKING BETWEEN FLOOR TR1)55E5 TO PROVIDE - i 5UC35TRATE FOR FLOOR Q cU SHEATHING FA5TENIN6 LLi O Q D6SECTION THROUGH EXTER R WALL-PARALLEL FRAMING O U SCALE:3/4"=I'-O" 2 PRE-ENGINEERED FLOOR 0- TRUSS,5EE PLANS U J 2x6 016"O.G. 2xb 616'O.G.BEARING WALL w U Q BEARING/5FEARWALL N 7 2xb Gib'O.G.BEARING WALL C&M EPTUAL SECTIONAPA RATED WALL 5HEATHIN6.5EE 6.WB..COORD.W/ E:1/2°=1'-O° 6ENERAL NOTES. ARGH'L O SINGLE 2xb SOLE PLATE 2xb WOOD STUDS O Ib'O.G. n` T16 PLYWOOD Z PROVIDE 6ONTINUOV5 2x4'RIBBON" SUB-FLOOR. d w FASTENED TO EA.FLOOR TRUSS W/ LLO 0 12d NAILS F-OJ O LU L- PROVIDE AND INSTALL TRIPLE 2xb STUB Ln O P MO O5T/SQUASH BLOCK T SHOWN) w<. O w o' BELOW ALL JAMB AND P05T LOGATION5 2x BLOCKING AND TR155 x m CONNECTION HARDWARE PER JOIST I < ABOVE. DJI� g 0 J"APA RATED WALL (D 0 PRE-ENGINEERED WOOD �'APA RATED WALL 2x6 STUDSLo TR NOTES. RAL N FLOOR U SEE SSES. DOUBLE 2x6 70P PLANS SHEATHING,SEE 5ENERAL_ V PLATE,TYP. NOTES. 2x BLOCKING AND 1R55 — O 11 ^�f CONNEGTION HARDWARE PER J015T `V DE516NER. C) SINGLE 2x6 EN NEERED ROOF J SEE PLANS PRE-ENGINEERED SOLE PLATE 5, Z WOOD TRU55, PROVIDE d INSTALL W LL-PERPENDICULAR FRAMING SEA PLAf�S 'Td6 APA RATED HANGERS PER TTRUSS5EGTION THROUGH EXTERIOR WA 5 \_ DE516N1ER,TYP. SCALE:3/4"=1'-0" PLYWOOD SUBFLOOR �'T96 PLYWOOD PRE-ENGINEERED ROOF SHEATHING PROVIDE d WOOD TRU55, TRL65 DESIGNER NOTE: INSTALL UPLIFT SEE PLANS PROVIDE SEAT TO ANCHORAGE PER ACCOMMODATE LEDGER. "APA RATED Td6 PLYWOOD ) TRU55 DESIGNER S 5HEA1HIN6 LAP 5HEATHING PROVIDE AND INSTALL LPLIFT ti !i'-1146"MlNIMJM ANCHORAGE PER TRlf�S _ � 1 DE516NEFZ i 1'-0"MAX CONTINUOUS 2xb LEDGER 6 HEEL OF PRE-ENGINEERED FLOOR MONO-SLOPE TRUSSES FASTENED THROUGH TRUSSES,5EE PLANS L VL.BEAM,SEE PLANS PROVIDE t INSTALL UPLIFT ANCHORAGE PER TRU55 SHEATHING AND INTO TRUSS MEMBERS WITH(2) TRU55 DESIGNER NOTE: 'x " 051HP50N 5D5 SGREW5 16-O.G. FASTEN PLYWOOD TO DESIGNER % PROVIDE SEAT TO ACCOMMODATE LEDGER. REFER TO TRUSS DESI6NER15 REQUIREMENTS L.V.L.BEAM W/(2) GONTINUOU5 2x10 LEDGER O HEEL OF 2x LADDER FRAMED RAKE FOR TR)55 FA5TENIN55 TO LEDGER AND WALL. ROWS OF 8d NAILS MONO-SLOPE TRU55E5 FASTENED THROU6H O 4'O.G. 5HEATHIN6 AND INTO WALL STUDS WITH(3)I'xb' - PRE-ENGINEERED SIMP50N 505 SCREWS O 16"O.G. _ APA 5TP_1 1GTU?A I P.P.TED 'Koop ROOF TRU55 REFER TO TRL55 DE516NER 5 REQUIREMENTS FOR EXTERIOR PLYWOOD 5f+EATHING. TRUSS FASTENINGS TO LEDGER AND WALL. 5HEATHN5 SHALL EXTEND TO TOP OF GABLE END TRU55 PRE-ENGINEERED • WOOD GABLE SECTION THROUGH LOW ROOF END ROOF TRU55 O &5E-TIONAT 5HED DORMER SCALE:3/4"=I'-O"SEE ARCH.FOR EXTERIORCALE:3/4"=1'-O" FINISHES,TYP. 4 RAKE LADDER FRAME DETAIL AT TRUSSES SCALE:3/4"=1'-0" CAMERA-O'NEILL CONSULTING ENGINEERS kww�00 .. -I-/. P, Camera/O'Neill - 1 •,V>.:'y='•, is PROVIDE AND INSTALL 45"LONG,20 GA ' 5IMP5ON COIL STRAP FROM ONE 51DE OF BEAM,5EE PLAN -- /�G POST,UP AND OVER THE TOP OF THE BEAM, � r.•, AND DOWN THE OTHER SIDE.FILL ALL AVAILABLE NAIL HOLES WITH IOd NAILS. tc� BOTTOM OF P05T 51M,5EE G ; ENERAL NOTES ,f;r `r T. SIMPSON PG OR EP G P05T GAP, ', :. t u;t U.,Z ? -, SEE GENERAL NOTES ;�i;s �s.' , ,,, M r.",. � ALL PORCH BEAMS SHALL BE P.T.POST / ALL PORCH BEAMS SHALL BEcc,may?r o W U uj FASTENED TO P05TS TO --_--_ SEE PLANS 1i FA5TENED TO Pr5r5 TO '•` .�'' 0 p ° a RE515T UPLIFT WITH SIMPSON SABLE END BRACING RE515r UPLIFT WITH�":"AN 6ABLE END BRACING y U = J COIL STRAPS,SEE DETAIL CEILING/BOTTOM CHORD OF TRUSS COIL STRAPS,5EE D1-"A CEILING/BOTTOM CHORD OF TRU55 PERMIT SET - SHALL BE FASTENED TO EFFECTIVELY SHALL BE FASTENED TO EFFECTIVELY PROVIDE 51HP50N H25A PROVIDE SIMPSON H2.5A °C o BRACE GABLE END WALLS. UPLIFT ANCHORS AT EA o BRACE GABLE END WALLS. Q p• p UPLIFT ANCHORS AT EA. o" I 0 TYPICAL DEGKJPORGH$EAM STRAP DETAIL -o. •o. � �. END OF ALL ROOF JOISTS, '�Q� I END OF ALL ROOF JO15r5, �'`,Dc TYP. �.�x f X SCALE:3/4"=1'-0" �-�X�.�. TYP. n > CONTI UOU5 TRIPLE 2x10 BEAM(DROPPED) \ n a GONTI TRIPLE 2XIO BEAM(DROPPED) ' '1 PROVIDE SIMP50N LU52 =_ == == == __ __ ___ ___ r---CONTINUOU5 2x10 L1 DGER FASTENED PROVIDE 51MPSON LU52t0 =_ == == == == -_ ___ __ __ _GONTINUOU5 2xIO LE06ER FASTENED THROUGH SHEATHING AND INTO WALL THROUGH 5+4EATHING AND INTO WALL FACE MOUNT HAN�R5 AT ,A �D 10 15T ®I F ALL ROOF JOISTS,TYP, ji- 5TUD51'L/Y,"x4Y2"51MP50N 505 SCR_i^5 FAGS MOUNT HANGERS AT A IO OF IST B I ALL ROOF JOISTS,TYP. u STUDS W/Y,,"x4i'?'51MP50N 505 SCREWS O.G(8" N. H MAI ING) -ION 9 I6"0.C.STA6GERED O.0(b' N. EMAI NG) p -4 16'OG.5TAGr.�ERED 1 r, 4 F..I�1( 1, LC' PVIDE a AIR OF SIMPSON I Iry L L PAIR OF 5IMMP50N ,I DTT2Z TENSION TIES __ -- --- --- 0TT2Z TEN51ON TIES __ --- --- --- f , fw fs 6- _= Ii ------ --- _-If _____ fi TT2tPLf 2x8 TRIPLE 2x8 TRIPLE 2z8'"" TRIPLE 2x8 TRIPLE 2x8 TRIPLE 2xb \-� TT2IPLE 2x8 TRIPLE 2x8 VIETR PLC?x9 )i' TT21PL-E 2xb TRIPLE 2x8 TRRIIPLE 2z8 HEADER HEADER HEADER cp }_ HEADER HEADER HEADER l�,) fV w - N W �ii X PRE-ENGINEERED ROOF GIRDER uj CkFAIR OF PRE-ENGINEERED ROOF GIRDER � IIII \�3( - - DOUBLE ROW OF DTT2Z TENSION TIES iRl155 BOTTOM CHORD ry= DOUBLE ROW OF DTT2Z TEN51ON TIE5 _ TRU65 BOTTOM CHORD LBLOCKING � g 1 BLOCKING g ADJACENT L. - ADJACENT L. UNIT a. - UNIT pr - w< < 4Q� 2 �LT-I p�� 2 Z J 1 �wJ 51.1TF 0UJ 51.1 C (] w e p N 2 PLUMBING LINE LOCATION, VZ LJ 2 ' PLUMBING LINE LOCATION, � z W 50.2 LY'p„� 50.2 LUpm w 0 O \\+� w z O J PROVIDE d INSTALL '\ d w > 4 PQ N PROVIDE e INSTALL- DE516NER,TYP. D { u1 IUI \�� DESI6NER,TYP. � Z - PRE-ENGINEERED � 4 PRE-ENGINEERED - � 61RDER TR 66 OR QUAD GIRDER TRUSS OR QUAD N i V M I V.L. AM' O -TAPER BEAM END AS REQ'D o '+,��t TAPER BEAM END AS REOV L 2x4®Ib"O.G.BEARING ��j Q TO MATCH ROOF PROFILE 2x4®Ib'O.G.BEARING b�j Q TO MATCH-ROOF PROFILE WALL(SHOWN SHADED) (MIN.DEPTH REMAINING=6') - � (MIN.DEPTFI REMAINING00 �? WALL(SHOWN SHADED) z_ O U THI5 WALL 15 THE PARTY it w p 2x4®Ib°O.G.BEARING THIS WALL 15 THE PARTY .iJ WALL BETWEEN UNIT5 p® WALL BETWEEN UNITS w p- 2x4®I6"O.G.BEARING O (0 LLJ uj Lu -_ C) c] O U cl- a wlfll EORIV_�19\-tj � Q wlll Z O -SPAN EN61NEE-RED 61RDER OR z p 2-SPAN ENGINEERED GIRDER TRUSS OR z aa> -O , DOUBL II.&15'L.VL.BEAM(FLUSH) IUIO DOUR IIb15'L.VL.BEAM(FLUSH) �? J SSS222 _yU410 TAPER BEAM c IIII _ two > TAPER BEAM IIII Lu2 AN PRE-ENGINEERED 61RDER TRU55 OR �t� END AS REOV ry I PRE-ENGINEERED - 2 AN PRE-ENGINEERED 61RDER TRUS END AS REQ'D cv N (/) Q LuwDOUBLE 11b-i5"L.VL.BEAM(FLUSH) P TO MATCH ROOF L'IIII w DOUBLE IIb15'L.VL.BEAM(FLUSH) I TO MATCH ROOF uIl w () Q PROFILE(MIN. WOOD TRUSSES U!I N 0 DEPTH IIII FASTEN FIRST JOIST THROUGH ®Ib'O.G. - Q^ r< PROFILE(MIN. OR w n IIII OR w ry DEPTH III FASTEN FIRST JOIST THROUGH m \' 5HEATHIN5 AND INTO WALL m \' SHEATHING AND INTO WALL �-EWzANEER!'D- J REMAINING=6) PRE-ENGINEERED REMAINING=6) STUDS/RIM W/Ys"x4Yj SIMPSON �T LL GIRDER TRUSS J 1✓ PRE-ENGINEERED STUDS/RIM W/Y,°x4Yj SIMP50N ?� �� GIRDER TRUSS PRE-ENGINEERED > 505 5GREW5 AT I6"O.G. t� >, m> U55 5D5 SGREYtS AT Ib'O.G. T 3 p J Ilb,RDER/TRUSS M QUA p f 1 p J b`755"".VL.BEAM(FLUSH) � •( -IK Pp 4.1•q O En o[ �+ ry IU J -TAPERED 2x10 ROOF JOISTS®Ib' �'� Nuj III J TAPERED 2x10 ROOF JOISTS®Ib' n E In E O.G.(8"MIN.DEPTH REMAINING) Lu III O.G.(8'MIN.DEPTH REMAINING) 1 AS REQUIRED TO s4 w < I_L,,, < ry s, w a_ g �__ w As REQUIRED TO g w �_< n` HANGERS J m I 2K O zLu - ) 2k W "� HANGER5 J O ujwJ� ry�lll rvLu w JIL NWIII ry Z TRUSS I 0NER NOTE; p ul p III l/ w CONTINUOUS 2x10 LEDGER FASTENED R I =R T �_p w Lu III w CONTINUOUS 2x10 LEDGER FASTENED INDICATES APPROX. o a III ZK _ THROUGH SHEATHING AND INTO WALL f INDICATES APPROX. o �Q,I►III K �_ THROUGH SHEATHING AND INTO WALL 7. , 1 ADJACENT T (Y STUDS W/Y,"x414"SIMPSON SDs SCREWS L ADJACENT T- STUDS HvY,"x4Yj SIMPSON SDS SCREWS ` J O UNIT 7 COORD.W/ARCHJ6.C. ®Ib'O.G.STAGGERED UNIT 7 GOORD.W/ARCH./6.G. ®I6'O.G.STAC�C�ETLED "`//J :: PRE-ENGINEERED ROOF GIRDER pT 4xg >; PRE-EN61WBZED ROOF 61RDER pT 4�y O �+J CO TR1155 BOTTOM CHORD S ............::.:..:. �L\P p�j\ O5T \p� TRU55 BOTTOM CHORD ....... +0 +� FASTEN FIRST J015T THROUGH L? FASTEN FIRST JOIST THROUGH _ W 2 SHEATHING AND INTO WALL 2 SHEATHING AND INTO WALL 1 STUD5/RIM W/4'x4 2 51MP50N STU05/RIM W/Ya'x4)4"5IMP50N r� 50.2 505 SCREWS AT 16'O.G. 50.2 505 SCREWS AT 16"O.G. 2x6 616"O.G.BEARING 2xb 416'O.G.BEARING U n`� `v W I - I N 51.1 51.1 � � r- Z �n� o IIII o IIII - <Ilu LU 6 DIRECTLY O IIII - D6 U T O vV E IIII V) .TRIPLE 45"L.VL.HEADER n IUI ;......v. ....... _.. TRIPLE A5"L.VL:HEADER IUI..................... ..... ___ __ - O x� IIII ........ _____________________® x� � TRIPLE 2xb HEADER TRIPLE 2.6 HEADER TRIPLE 2x8 HEADER TRIPLE 2 b HEADER 3 3 51.1 51.1 A SECOND FLOOR FRAMING-WITH ELEVATOR G)5e_-ALE: 5EGOND FLOOR FRAMING-WITHOUT ELEVATOROSCALE:I/4°=1'-O" I/4"=I'-O. - • PLAN NOTF5• PLAN NOTES GONT.: I. 9J-stK JACK AND KING 51105 SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(Le.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED TOGETHER IN ACCORDANCE WITH MANUFAGTURER5 FULL-HEIGHT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. "12 10. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 5AN6ED TOGETHER IN A.000RDANCE WITH MANUFACTURERS 2. -INDICATES 51MP50N 5TRONO-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMPSON HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPEGIFIED ON PLAN::, CN 3. "LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE)4'THICK"SPRINGFIELD"GAP 12. MEMBER LAYOUT DEPICTED ON TH15 PLAN 15 INTENDED A5 A GENERAL-GUIDE TO=RAMING.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. 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 SINGLE JACK STUD 6AN&ED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T."DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES,PIER5,FOOTIN65,5LAL35.AND ALL 6. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GEOIECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HE16HT COLUMN5 WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWIN65 PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS.RAKES,EAVES,BRACKETS.6UTTER5.CORBELS.BUILD-OUT5.PAD-OUTS.AND ALL OTHER APPLIED b. ALL PLATFORM FRAMED POSTS,WALL5,AND/OR BEAM LOADS SHALL BE iRAN5FER.RrD TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPON5131LITY OF OP4 R5-ND:7ULI 1'COO°R71NA.TE7 WITH T-zE CRIPPLE STUDS,'S0UA5H BLOCKS",AND/OR FULL-DEPTH 50LID BLOCKING. ARCHITECT OF RECORD. CAMERA-O'NEILL CONSULTING ENGINEERS ",F.7 DtR FRAt--r_D QA<--5 NOTE Camera/O'Neill LADDER FRAMED RA<E5 ARE NOT SHOWN FOR CLARITY.REFER TO DETAILS 4/51.I FOR ADDITIONAL INFORMATION A�.-�i.i;C E�• � - Y " TRU55 DESIGNER NOTE �:��''�ti� •�`� TRU55 0-_SfGtLFR 15 rR.ESPON515LE FOR ,1,/ ` 4 5PEGIr=Y1N6 ALL CONNECTION AND UPLIFT HARDWARE,TRU55E5 SHALL BE DE51e+-,ED TO XEET ALL BEARING REOUIREMENT5.APPROACHES TO i .`. 'x z z"' J r i..: u:j ACHIEVE eZ�OUIR D BEARING INCLUDE, BUT ARE NOT LIMITED TO.BEARING .,°� ;.....;..': _•' „� <_ _- ENGHANGERS,ADDITIONAL TRUSS .✓"f o W U =• PLIES,DIFFERENT MATERIALS.ETC SE`GENERAL NOTES FOR ADDITIONAL O REOUIREMENT5/INFORMATION U = E PERMIT SET U = - c Q TRU?%BLOCKING PROVIDE AND INSTALL SOLID 5A31.=�BRA!,IN5 SLOC<IN6 EA.51DE OF ALL RIDGES, I r 5ABL5=ND 5RACIN5 CEILING/BOTTOM CHORD OF TRU55 VALLEYS Q HIPS AND AT ALL EAVES GEI!ti1G/30TTGM CHORD OF TR11S5 SHALL BE FASTENED TO EFFECTIVELY TO SUPPORT AND FASTEN SHEATHING / I 5HALL.5E FASTENED TO EFFECTIVELY BRACE SABLE END WALL5 PANEL ED5E5.5EE GENERAL NOTES T� 3RACE 5A13LE END WALL5. L- j rho /TPL I�yy FIRST RAFTER/FIRST TRU55 ;HEADER TPL xFASTEFIRST RAFTER/TRU55 THROUGHTp �x6SHFA H1NG INTO WALL 5TUD5/TRI155HEADER HEADER -HEADH2 HEADER HEADER MEMBERS W/Y."x45/;StMPSON SDw -_ SCREN5 AT 16'O.G.5TA66ERED \ i 1 I Nhry E55 OT14ERW15E NOTED) �\ I PRE-ENGINEERED WOOD i `: \ PRE-ENGINEERED WOOD I t- - ----' GIRDER TRUSS \ - - GIRDER TRU55 I { ' I wQ I \ � IIIIIIII I 79 \\ I 13 2 I j 2 O 51.1 u.i x X 1 ADJACENT \ I N IIII, ; t 1 ADJACENT W IIII j I I UNIT 7 I I UNIT 7 i �TRU55 I ` TRUSS BLOGKING. 1 i �"�/� �BLOGKIN5, " I SEE NOTE 1 1 I SEE NOTE - - -- N 1/� - -- -- - - --I i � I o ��i ry IIII . TKIN65, / x a BLOCKING, a IIII I ) NOTE Lu u IIII 1 j SEE NOTE _ Et _ ry o i ® o ! • Q 00 / ry pC 1 /,/ " j " I Q 7_1 w " I U i w�IIII: I I ry�Ell ! LL Ln 0 <IIIL II � 0 -0 [w�� I O 0 TRUSS N ryQ IIII: `�J I TRU55 1 �, ry '`���� O U BLOGKING,� w< I BLOGKIN6,� w w w IIII:; u� O Z O SEE NOTE �' IIII; ! � /' SEE NOTE a IIII" _ uwi r= i GOORD.ELEVATOR I CL w ` I u E -/� 4' U w OVERRUN W/ARGH1_ I I N Q Dw65 E `L U p cn O .x �Jv wp I ; �uil ........................................:. L LJ"�tD6ER of j coNTINu 2x1O LF�D6ER a HEE�OF \ GONn 2x10 MONO- PE TRUSF�5 FAht TENHD TT$20U6H I MONO-SL rE TRU`1`#5 FA�TENE[�THROUGFI 'SWITTL(3) 1 4"x6"S1 N 505�CR5"�?®16,O.G. 1 5TUD5 WITH(31 REFER T TRU55 08516NER 5 REZIREMENTS I REFS SI N SDs,�iGREY�'®r: O.G. n\ REFER T TRU55 16NE�5 RF�tl11REP'tENTS liJ / FOR T� FASTENINGS TO LEDGER AND -� / FOR TRU 5 FASTENING5 T6 LE R AND . I j wIIII � � wIIII• � GOORD.ATTIC s i I PRE-ENGINEERED WOOD L__� I II COORD.ATTIC I I I PRE-ENGINEERED WOOD I O ACCESS DIMEN51ON5 1 J`° ACCESS DIMENSIONS I tT 1 `/ O W/ARGH'L DWC2+r. / PRE-EN61NE R -TiZU55- j 1 ----- -- - -- - -- iII 1 W/ARGH'L DW65. / FRE-ENGINEEREQ StRDH2 TRU55 -J m o i PRE-ENGINEERED 61RDER TRUSS' I i �-� % PRE-ENGINEERED OD GIRDER TRU55 I W 1 2xb LED6ER TO PROVIDE ADJACENT 7 �_ SUBSTRATE FOR SHEATHING I 2xb LEV5,ER TO PROVIDE ADJAGENf SUBSTRATE FOR 5HEATHIN6 p i I U tj UNIT / F�iSTENIN6.FASTEN TO TR11°f TOPI TRUSS DESIGNER NOTE: �? 1 51.1 UNIT F TENIN6.FASTEN TO TRUSS TOP TR1155 DE516N[R NOTE: I�? 51.1 _ SCREWS 0I6'O.G.STA66Ei2F12 i TRUSSES SI IALL INCLUDE v SCREWS®I6'O.G.STAGGERED TRUS5E5 SHALL INCLUDEq;rO N CHIMNEY WALL 6EOMETRY n' I i I / CHIMNEY WALL eEOMETRY �ry / PRE-EN61NE SPECIAL Y'TR)%E z PRE-EN61NEEi�S2 SPECIAL 'G. 'TR1155 Z I!� ( i I z O / - I I I - I I I 1 --- - -- PRE-ENGINEERED - E I PRE-EN6INEERED PRILENOINE RED 05LO HIP TRU55 EN61 HIP TRUSS TRIPLE 2x8 HEADER OD 5E5® 4"O.G. I I TRIPLE 2x8 HEADER j OD ES® 4"O.G. ARCHITECTURAL ---- -- I ARCHITECTURAL- !i - EMBELLISHMENTS BY OTHERS. EMBELLISHMENTS BY OTHERS. COORDINATE WITH COORDINATE WITH - - --- ARCHITECTURAL-DRAWINGS CONTINUOUS 2x8 LEDGER 0 HEEL OF T�5 ARCHITECTURAL DRAWINGS CONTINUOUS 2x8 LEDGER d HEEL Or' TT2L155 TRU55 DESIGNER NOTE: BLOCKING, TRUSS DESIGNER NOTE: BLOCKING, MONO-SLOPE TRUSSES FASTENED MONO-SLOPE TT2L155E5 FASTENED _ THROUGH SHEATHING AND INTO WALL PROVIDE SEAT AT `.�NOTE 3 THROUGH 5HEATHIN6 AND INTO WALL WIDE SEAT AT SEE NOTE 3 _ TRU55 HEELS TO TRUSS HEELS TO STUDS WITH(2)#"x5k2"51MP50N 505 ACCOMMODATE 51.1 STUDS WITH(2)J"x3'2"51MP50N 505 ACCOMMODATE SI.I SCREWS 0 16"O.G. LED . SCREWS 6 16'O.G. LEDGER. _ REFER TO TRUSS DE516NER'5 REFER TO TRU55 DE516t ER'5 REGIUIREMENTS FOR TRUSS FASTENINGS REOUIREMENT5 FOR TRU55 FA5TENINGS TO LEDGER AND WALL. TO LEDGER AND WALL. OROOF FRAMING-WITH ELEVATOR O ROOF FRAMING-WITHOUT ELEVATOR SALE:I/4"=I'-O" SALE:1/4"=1'-O" CA41ERA•O'NEII L CONSULTING ENGINEERS Camera/O Neill "J` ° z z W PERMIT SET °C ;1 Q /--- f AT WALKOUT BASEMEN- / OPTION,PROVIDE'5TI" STRAP HOLDOW1,15 IN LIEU OF"H2"HOLDOWN.:AT i FIRST FLOOR FRAMING 5TI _ 5T 5T DTI T 144 H4 H2 Hi 72 H2 H2 H2 5WI N _.SW 5WI 5WI N Z 0 W lo r C) 04 Z p Q CV CL N �_ r O 00 lo Q 4--LU �— U Z = Z O CL CLI w J LLI THIS 5HEARWALL 15 THE U-i U PARTY WALL BETVEEN UNITS H11 fill L-- O Ir Z N lJ O O L-0 Y co - l i i O N - � W N S A FIR5T FLOOR SHEARWAL B BASEMENT SHEARWALL5-WALKOUT BASEMENT OPTION SCALE:I/4°=1'-0 " 56ALE:1/4'=1'-0' SHEARNALL SGHEDULE 5HEARWALL PLYWOOD 5HEETROCK WALL STUDS BLOCKING NAILING HOLDOWN NOTES: ID TAG FACE FACE ®PANEL EDGES ®E:DGE57 PANEL EDGES I. ALL THREADED ROD HOLDOWN5 SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY 5Y5TFM INSTALLED IN STRICT 5WI OUTER INNER SINGLE 2. BLOCKED 8d®6"O.G. - ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 2. ALL MULTI-PLY WALL STUDS FASTENED TO HOLDOWN5 SHALL BE GANGED TOGETHER IN AGGORDANGE WITH BUILDING CODE AND GENERAL NOTES. 5K2 NONE INNER SINGLE 2x BLOCKED 6 5CREH5®4"O.0 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,'5TI'STRAP HOLDOWN5 SHALL BE EXTENDED THROUGH FLOOR SHEATHING AND FASTENED TO 51-3 BOTH BOTH DOUBLE 2x BLOCKED ad®3"O.G. BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING AS REQUIRED.SEE TYPICAL 5HEARWALL "�4 FURTHERDETAILS FOR 4. ALL DIMENSIONSRELEVATIONS SHE LVES,BEAM POCKETS,GUT OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS.AND ALL OTHER ITEMS HOEDOWN SGHEDULE SHALL BE FULLY COORDII:ATED WITH CIVIL,6=-OTEGHMCAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWII4GS PRIOR TO HOLDOI^NN CONSTRUCTION. ID TAG SIMPSON HOLDOHN FA5TENER5 TH ROD ED EMBED.INTO 5. PROVIDE AND IN5TALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRUSS.TH15 PLYWOOD TIE PANEL SHALL BE ON PLAN MODEL R FASTENED TO: TO FRAMING DIAMETER CONCRETE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR 5TUD5 WITH 8d NAIL5 a 6'O.G.(3 NAILS PER 5i11'J).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENGINEERED WOOD RIM TRUSS TOP CHORDS,BOTTOM CHORDS,AND RIBBON J015T5 W/8d NAILS 6 6"O.G.AND TO THE TRU55 VERTICAL MEMBERS H2 HDU2-5D52.5 DOUBLE WALL STUD SIPS,56REW5 5/8"DIA. 12" WITH 8d NAILS®6"O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR 5TUD5 WITH bd H4 HDU4-5052.5 DOUBLE WALL STUD 505 SCREWS 5/8"DIA. 12" NAILS®6"O.G.(3 NAILS PER 5TUD).ALL SOLE PLAT'5 AND TOP PLATES SHALL BE NAILED WITH 8d NAILS 0 6'0,';"EXGEPTION:PLYWOOD PANEL SHALL Bc=FA5TENED TO EVERY FULL HEIGHT KING STUD AND JACK STUD AT ALL WINDOW AND DOOR LOGATION5 WITH(15)8d\AILS(5 EACH KING AID JACK) HII HDUII-SD52.5 5.25"x5.25"PSL POST SDS SCREWS 1"DIA. 12" 5TI CS-20x94"LONG DOUBLE WALL STUD (2a)IOd NAIL5 ABOVE AND BELOW RIM GENERAL NOTES GENERA]NOTES I THE NIFCHANIC AL SYSTENI INDICATED ON THE DRAWINGS.ARE DIAGRAMNIATIC TO SHOW THE OWNER'S INTENT AND THE MECHANICAL EQUIPNFENT LOCATIONS.ALI EQVIP\IFNT AND 9 BRANCH SUPPLY AND RETURN GRILLES SHALL HAVE VOLU\tE DANIPERS TO BAl ANCE EACH AIR GAS FURNACE W'SPLIT AIR CONDITIONER SCI}FDULE ACCESSORIES ARE SHOWN AYPRO\INIATELY AND SHALL BE INSTALLED CONSISTENT WITH JOB DEVICE OUTLET LABEL(ID) NFAKF NIODEL(IN'DOOR L'N'ITS HP 1NPVT OUTPUT VOLT PH AMPS FUSE COIL MODFL(OUTDOOR) TO\ SEER VOLTAGE PH MICA NIOCP NOTES l0 AI-L DVCTW'ORK ELBOW'S AND TEES SHAI I HAVE TURNING VANES INSTALLED TO NUMMVE STATIC BTUH BTUH MODF1. CONDITIONS AND APPLICABLF CODF REQUIREMENTS.THE HVAC CONTRACTOR SHALL PROVIDE ALI AHU-1 CL'-1 HEIL N9\ISE10021201 3 4 100.000 97.000 115 1 146 20 EDN14X48L2l N\A648GkA 40 16 208 230 1 26 1 40 ANiP SEE NOTE I Z z W , E PRESSURE DROP Lu oc °' 0,0 LABOR AND Nf ATERIALS NECFSSARY FOR A CO\FPLETE WORKING SYSTEM AND ALI RFQVIRED _ c co U TESTING OF THE MECHANICAL SYSTEMS THE\TECH:\LAICAL CONTRACTOR SHALL BE RESPONSIBLE 1 1 THE MECHANICAL CONTRACTOR SHALL BALANCE THE H\'AC Sl'STE\f PER THE AIR FLOWS LISTED ,��- >o rn t NOTES I PROVIDE SPLIT SYSTEMS WITH HIGHfLOW'PRESSURE SAFETIES T\V VALVE.CONDENSATE NEUTRALIZER FITS.CONCENTRIC ROOF VENTS&7 DAI PROGRA\iN1ABLE THER,\IOSTATS 0 W U Q� FOR PERMIT COSTS. FOl l OW'ALL RANGE HOOD EXHAUST DUCTWORK INSTALLATION REQUIREMENTS THE RANGE oc 0 W c m o 2 PRO\TDE AU\ILARY DRAIN PANS 0 0 0 2 THE NIECFIANIC.AL INSTALLATION'SMALL NtEET ALL THE REQUIREMENTS OF THE AITHORITI E\IIAUST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE W'ILL GALVANIZED — a N STEEI OR STAINLESS STEEL DUCTWORK THE DUCTWORK SHALL HAVE A SMOOTH INTERIOR U AIR DE\7CE SCHEDULE U = L 3 HAVING JURISDICTION.IT SHALI ALSO NFEET THE 2020\IF.CHANICAI CODE OF NEW I ORE:STATE. :z o SURFACE BE AIRTIGHT AND BE EQUIPPED WITH A BACKDROP DA\FPER. LABEL(ID) N1AKF MODEL SIZE NECK CFNI DESCRIPTION NOTES oc U 2020 RESIDENTIAL CODE OF NEW YORE.STATE.2020 BUILDING CODE OF NEW'YORE:STATE.2020 FUEL Q GAS CODE OF NFW TORE:STATE 2020 FN'FRGY CONSERVATION CODE OF NEW YORLK STATE AND 2020 12 DRYER EXHAUST SHALL BF CONSTRUCTED OF SMOOTH INTERIOR 0 016-INCH NtININ1l T1 TI-IICK\tETAI CD-1 HART&COOLFY A682NI 12X6 7"r SEE PLANS 2-WAN CEILING SUPPLY DIFFUSER - FIRE CODE OF NEW YORE:STATE DUCT 4 INCHES IN NO\IINAL DIAMETER A,\D SHALI_MEET TI IE REQUIREMENTS OF SECTION NI 1502 FG-1 HART&COOLEY 421 12\6 7"t SEE PLANS FLOOR DIFFUSER COORDINATE FLOOR GRILLE COLOR CLOTHES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE INSUI_%TF DRYER 3 THE NIECHANICAI CONTRACTOR SH.A1 L E\.AMINE T}iF ARCHITECTI'R U DRAWINGS.AND SITE TO RR-1 HART&COOI.FI' GGI 12�12 - SEF PLANS WALL RETURN GRIT LF 0-0 ��'NEW EXHAUST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION PROVIDE COMBUSTION AIR ,7`'�~ - r FULLY INFORM ITSELF OF.ALL CONDITIONS , T , r RR-2 HART&COOLEI' GGl 24�14 SEF PLANS W'ALl RFTI'RN GRILLE %4 1), OPENINGS IF RFQUIRED PER THE DRIER\IANUFACTI'RERS 1NSTAI.LATION INSTRUCTIONS AND 4 TIE NIECHAN1CAl CONTRACTOR SHALI BE RESPONSIBLE FOR PROVIDING Al L CONDENSATE DRAINS APPI ICABLF CODE REQUIREMENTS RR-3 HART&COOI EY 661 24,12 _ SEE PLANS CEILING RETURN GRILLE 5 THE NIECI IANICAI CONTRACTOR SHALI.PROVIDE A TRAINING WALK THROUGH WITH THE OWNER i= - 13 ALI.GAS APPLIANCES SHALL BE INSTALLED AND VENTED PER APPLICABLE CODF REQUIRENIFNTS f , r.•`r AND GFNFRII CONTRACTOR TO DISCI*SS Al l HVAC COMPONF\TS AT T}iF CONCLUSION OF THE NOTES 1 COORDIN ATF.AIR DEVICE i OCATION.QUAN'TITI'.TI .SIZE.AND CEILING TI'PE HARDW"ARE BEFORE ORDERING j� --v" PROJECT 14 APPLI ANCES WITH IGNITION SOURCES LOCATFD IN THE GARAGF SHALL BF PROTECTED FRO\I 2 E\AMINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES. <';y 3 PROVIDE VOLL'N1F DANFPERS AT BRANCH CONNECTIONS TO\FAIN.BAL.AN'CF PER CFN1S LISTED `' G. THE NtECH ANiCAL CONTRACTOR SHALL SUBMIT O&NI MANUALS AT THE CONCLUSION OF TI}F DAMAGE AND BF ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS TH.aN 18 INCHES 4 PROVIDE BOOT WITH ADJUSTABLE DANIPER 1N NECK ''•,, '�.,,'''�.•`� PROJECT ABOVE THE FLOOR SURFACE ON WHICH THE EQUIPMENT OR APPLIANCE RESTS 7. IN'STALI ALI FQl'IPIFNT AND ACCESSORIES PER THE NIANUFACTURER INSTRUCTIONS ALLOW THE 15 COORDIN ATE THFRMOSTAT LOCATION WITH OWNER I OCATF THERMOSTAT AWAI FROM WINDOW& L'F:1CTlJRERS RFCO\tMENDED CLE.IRANCE.AROLTD.AI.I.CO\iPONENTS IF Tf IF CO\'TRACTOR EXTERIOR W ALI S HEAT SOURCES AND SUPPI Y AIR DEVICES EXHAUST AND SUPPI 1'FAN SCF}EllUI.F M:\N FORESEES OR CONfES ACROSS AN'I INSTALLATION CONCERN'S HE SHALI NOTIFI THE ARCHITFCT LABEL(ID)\L\KF NIODFL CFI S.P. VOI TAGS PH AMPS WATTS DISCHARGE NOTES FOR A RESOLLI70N. FF-1 PAN'ASONIC F\05-11\7.S1 80 0.21, 120 1 016 4' SEE NOTE 1.13,4 8 ALL SQUARE AND RECTANGULAR DUCTWORK TO BE SHEET NIFTAL LINED OR WRAPPFD WITH HEF-I FAN TECI i FG 12 EC 600 0.3" 120 1 - - 12" SEE NOTE 1.2.3.4 INSULATION TO\FEET CODE RFQI'IRE\IEN'TS.DUCTBOARD OPTIONAL.ROUND DI-CT\\'ORK TO BE SF-1 FAN TECI I FG 12 EC 600 0.3" 120 1 12" SFF NOTE 5.G 7 N IFTAI WRAPPED WITH INSI*1.AT10N TO\1FFT CODF RFQI'IRFNIENTS.FLEXIBLE DI'CTW'ORI.SII%I I ZO BE PFRNUTTED PROVIDED THAT DUCT LENGTHS SH%I 1 BE 1 I\i1TED TO 14'N1A.XINIUM ALI EXHAUST NOTES I EXHAUST FANS SHALL FLAW BACK DRAFT DANIPFRS 2 PROVIDF WITH.ANY NECESSARI"DUCT TRANSITIONS&NIOUN'TING 11\RDW'ARE N- AND I\'TAkE DUCTWORK SIIAI I BE METAL W'R\YPFD\%In I IN'SUI ATION AND\APOR BARRIER TO 3 INSUI.ATE U L EXHAUST DUCTWORK IN UNCONDITIONED SPACE TO PRFVFN'T CONDENSATION > w \iFFT CODE REQUIREMENTS 4 PROVIDE WITH ALL ACCESSORIES NFCFSSARY FOR A COMPLETE INSTALLATION w 5 INTFRI OCK W7T}I OPFRATION OF KITCHEN HOOD G PROVIDE WITH CONTROI WIRING FROM CONTROL PANEI IN BASFMFNT TO ATTIC SPACE FOR R'Tl'RF DUCT HEATER 7 PROVIDE WITH CONTROL LER MOTORIZED DAMPER FAN WITH FC MOTOR A\'D.Al I OTHER COMPONFFNTS TO MAKE.A CO\IPI"FTF SYSTEM F1 FCTRIC WALL HEATER SCIIFDL`1 F I..ABFI(ID)NIAKF \fODFI CFNF IITR WATTS VO1 TAGFEll, :\NIPS NOTES NOMENCLATURE oN W If-I QMARK CW H-1202 0 1.000 240 4 I SEE NOTE L 2 i C) -}}y UNDERCUT DOOR I" NOTES I FURNISH WITfI INTFGRAI THFR\LOST\T W CN 2 FURNISH WITH DISCONN'FCT r i I PROVIDE\7In I Al I N'FCESS ARY HARD WARE O U EXI IAUs r FAN Z W 00 L J� N ® FLOOR OR CEILING SUPPLY DIFFUSE R Q 0 Lu ()W Z 0 RETURN GRILLE= Z O U o QU z 0 _V) CL w MANUAL VOLUMF DAMPFR U W Q ~ CC � L Q 0 a— MOTOR OPFRATI-D ZONI DAMPER OTI iERMOSTA7 Z T 0 0 op N I U a) CN J N Z Z .E N ZZ W d0 Eco' W M O V 0,0 y 0 C V c O, 01 0 W V Q F n cc Q W C O O ~ Q C Q N U = t m V Z p oc U Le c ,�11�lIulNhiy z;ti l�' ST�•1 77 " 7" 7"t 7" CD-1 75 CFM 777"HONFYWELL vi FRESH AIR Z DAMPER 0 SO 7f w 7"a 7� Z Q N CD-I CL O 50 CFM CD-1 75 CFM 0 � 4"f FXI I UP 7"j MAIN SUPPLY&RETURN - TRUNKS WILL NEED SOFFITS J C 12"4 IN THL' L FINISHED AREA L - E F-1 12+ Lu I I O �' U 7"t p Luo 7"t (L < di QujE— V Q Q w U Q Q N RR-I 200 CFM n� (D8 C 10" C 7"t x < Z 10\I0 O I\ � N 16x10 SUPPLY& RETURN UP 12"0 13YPASS W/DAMPER HONEYWELL W8150 FRESH AIR I CONTROLLER Lo 20\12 — c • AHU-1 16x10 2ND FLR N ZONE DAMPER 10"O BASE: %ONE DAMPER 16x 10 1ST FLOORV E "LONE DAMPER 7„+ V) 7f 1 UNIT"Cl"BASEMENT PLAN M-1 SCALE:1/4"=1'-oil J W acc z z uA E 0' O� y 0 C co V y f- j O C 0 W Q V d' �- � ad 0 F Q t 0 O U x t 3 U Z o oc U Q O�OF Nf V'tip tit.. q�P• �c�w•.•fix ® ® ® ® CD-1 CD-1 FG-1 FG-1 FG-1 FG-1 130 CFM 130 CFM 100 CFM 90 CFM 50 CFM 50 CFM FRESH AIR INTAKE 7"4 EF-i 7"4 7"0 FRESf 1 AIR DN KITCHEN HOOD W/ CD-1 N INLINE EXHAUST SO CFM Z IN ATTIC.INTERLOCK 1 O EXHAUST FAN WITI I MAKF EF UP AIR FAN CD-I 50 CFM ,. w a � 7"4 Cu-1 INLINE HOOD EXHAUST V) L.0 TON FAN IN ATTIC.(HEF-1) 4"0 EXI I DUCT Z Q 10"4 EXI1 UP TO ROOF J O 10"e KIT CI1}N MOOD EXI-I UI' 10"UP TI IIZU 4"0 EXI I DUCT CV O CN ROOF 7"0 FXI I DUCT J � 4"4 EX1I DN VVH-1 7"O EXII DUCT L.L � FG-I(WALL) C O 50 CFM r 2x8 STUD WALL CD-1 Z FOR RETURNS. 9(►CFM O I I EF-1 014\14MAKF RR-2 � 4 T I 850 CFM � U FG-I 2 w Z LU 50 CFM FG-1 Cn O 4"4 EXI.1 Dl1C•f ® 55 CFM w w 4"0 1-XI•I DUCT f- pd o: U J F— u` Q Q cn 4"k)EXI I DUCT SF-1 4"4 DRYER p N Q EXIIAUSI UP MOD FI3RU ROOF Tin EXI1 UP 4 RR-3 FG-1 410 CFM 60 CFM 14x14 FRESII 02 ® AIR FROM ABOV1 DRYER _r BOX � Z 7'4 a =t 7"4 CD-1 CD-1 EF-1 'r nn O 50 CFM 50 CFM V O ® � N 14"4 16N 10 SUPPLY& RETURN DOWN ' 14"4 I I6x10 SUPPLY&RFTURN DUCT UP&DOWN N 7"4 0111 �--- N CD-1 • 100 CFM N FG-I FG-I 1 10 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" Ui E 0' W Z W j 0 O co y M C co V v y H ;0 C P W V Q d' O OCQ W C. 00 0 ~ v C O. N _ V N U V Z p U Q �JC11Ntrfy'+,,��4 V � Z O w 10"a HOOD EXI I W/CURB&CAP Z J 0 0—1 0"f BAITI FXIl CL O TERMINATE W/ LL ROOF CAP. NOTE:ALL ROOFTOP PENETRATIONS Ob 00 SI•IALL BE Tl•IROUGI I FLAT ROOF AREA L J � � Q 0 —4"t DRYER VENT.TERMINATE Z Z U WITH ROOF CAP. 0 Q O CL = W E U Llj U I F— w LL.I U o � � o 660 CFM INTAKE CUR13 AND CAI'. 7� 7 O O " N m Lo � N c N z a) ZD E 1 % UNIT TV ROOF PLAN M-3 SCALE:1/4"=1'-0" ELECTRICAL SYMBOLS Q RECESSED DOWN LIGHT OO SURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE Q LINEAR STRIP LIGHT AMPS 200 WALL MOUNTED DOOR CHIME PUSH BUTTON TYPE M L 0 �lJ MOUNT 48"MAX AFF a WALL MOUNTED TWO TONE DOOR CHIME PHASE/WIRE 1/3 MOUNT T-0"AFF L) Q SINGLE POLE WALL MOUNTED SWITCH VOLTAGE 1201 240 `P MOUNT 48"MAX AFF U N O Z Z"' 00 A I C 22,000 lu j-V 0'oo Q 3 THREE WAY WALL MOUNTED SWITCH y co u Q `P MOUNT 48"MAX AFF U N O ►-„� o_ 0, $4 FOUR WAY WALL MOUNTED SWITCH `F' C W a Fx MOUNT 46'MAX AFF U N O CIR TRIP NO NO TRIP CIR oe p o o p o NO AREA SERVED AMPS A W G POLES POLES A W G AMPS AREA SERVED NO O _ O 120v,MULTI-STATION SMOKE ALARM U t a)WITH 9VDC BATTERY BACKUP LIGHTING BSMT(FINISHED') 20 20 LIGHTING BSMT(UNFINISHED/UTILITY) co 120v,MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES BSMT(FINISHED AFCI #12 1 1 #12 AFCI RECEPTACLES BSMT(UNFINISHEDIUTILITY 2 Q ^Z v WITH 9VDC BATTERY BACKUP _EP ELECTRIC POWER PANEL g RECEPTACLES MEDIA PANELS(BSMT 20 AFC: #12 1 1 #12 AFCI 20 RECEPTACLESDEDICATED GFI ()HROOM 4 O MEDIA(TEL OR CATV)PANEL LIGHTING STAIRS,MUDROOM(1st),BATHROOM Asti 20 20 RECEPTACLES 1st FLR BATHROOM ��� �,,�- Ety��%,r 5 6 CLOSETS(1 st&2nd),HALL(2nd),LAUNDRY(2nd h AFCj #12 1 1 #12 AFCI DEDICATED GFI(1) ;`^ .s, JUNCTION BOX Gj,4�" �t�w•.�'� DUPLEX RECEPTACLE,MOUNT 19'AFF U N O LIGHTING GARAGE 20 20 LIGHTING ENTRY,FOYER&DINING f • 7 RECEPTACLES GARAGE GFI(2;&GDO AFCI #12 1 1 #12 AFCI RECEPTACLES ENTRY,FOYER,DEN&EXT GFI(1) 8 ^• r: _ DUPLEX RECEPTACLE,ONE SIDE SWITCHED LIGHTING LIVING&DINING 20 20 LIGHTING W M ROOM MOUNT 18"AFF U N O 9 RECEPTACLES LIVING,FP,DINING&MUDROOM AFCI #12 1 1 #12 AFCI RECEPTACLES W M ROOM&EXT GFI(1) 10 GFI DUPLEX RECEPTACLE,MOUNT 18"AFF U N O QD DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 LIGHTING KITCHEN 20 #12 1 1 #12 20 RECEPTACLES KITCHEN COUNTER 12 TT(t RECEPTACLES KITCHEN(GENERALi AFCI AFCI TELEVISION OUTLET.PROVIDE WITH RG-6 CABLE TO 20 20 a TV MEDIA PANEL FACEPLATE AND F-CONNECTOR 13 RECEPTACLES KITCHEN ISLAND AFCI #12 1 1 #12 AFCI RECEPTACLES REFRIGERATOR&COUNTER 14 a TEL TELEPHONE OUTLET PROVIDE WITH CAT5E CABLE TO MEDIA PANEL FACEPLATE AND CAT5E CONNECTOR 20 20 LIGHTING RANGE HOOD 15 RECEPTACLES DW&GD(OPTIONAL AFCI #12 1 1 #12 AFCI RECEPTACLES RANGE 16 INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING XXX ELECTRICAL SERVICE.REFERENCE MECHANICAL AND'OR PLUMBING Z Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS 17 LIGHTING REAR PATIO 20 #12 1 1 #12 20 RECEPTACLES LAUNDRY&HALL 2nd 18 z PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE RECEPTACLES REAR PATIO GFI,1 AFCI AFCI N C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER j LIGHTING M BEDROOM,CLOSET&M BATHROOM 20 20 RECEPTACLES M BATHROOM w 12'MAX BELOW COUNTER KI INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 RECEPTACLES M BEDROOM&M BATHROOM AFCI #12 1 1 #12 AFCI DEDICATED GFI 12 20 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 2` V) GD INDICATES GARBAGE DISPOSAL RECEPTACLES BATHROOM(2nd; 20 20 Lu DW INDICATES DISHWASHER 23 DEDICATED GFI(2) AFCI #12 1 1 #12 AFCI RECEPTACLES DEDICATED WASHER&DRYER 24 O< O R INDICATES RANGE REF INDICATES REFRIGERATOR LIGHTING ATTIC 20 Z(^ O HD INDICATES RANGE HOOD 25 RECEPTACLES HEF-1&SF-1(ATTIC) AFCI #12 1 FUTURE MAKEUP/SUPPLY 26 `/ N < FP INDICATES FIREPLACE #6 50 DUCT HEATER(ATTIC � D INDICATES DRYER 27 28 z C) co W INDICATES WASHER WH(W M ROOM)WALL HEATER 20 #12 /v n in INDICATES GARAGE DOOR OPENER RECEPTACLE IN CEILING 29 CU-1 30 LL z N GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH 2 #8 40 OUTDOOR AC J Q LLJ SIDE OF INTERIOR DOOR CONDENSING UNIT J Cn Z } 31 HWH-1 32 Q J 0 U GENERAL ELECTRICAL NOTES Z U� ELECTRIC HOT WATER HEATER 30 #1C 33 (BSMT UTILITY ? #12 20 AHU-1 GAS FURNACE(BSMT UTILITY 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL BUILDING FIRE FUEL GAS.AND ENERGY 34 Q Lu Lu CONSERVATION CODES OF NEW YORK STATE,2020 NATIONAL ELECTRIC CODE AND ALL APPLICABLE U= J F— �OCAL CODES AND/OR AMENDMENTS 35 SE-1 SEWAGE EJECTOR PUMP BSMT UTILITY) C #12 #12 20 MAKE-UP AIR CONTROL PANEL 36 U Lu U Q Q J Q 2 ALL MATERIAL SHALL BE NEW AND U L OR EQUALLY APPROVED 0 L1J V N 3 PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED VOLTAGE 37 SPARE SPARE 30 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 MAY BE SCHEDULE 40 PVC 6 CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT Z CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND 7 TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS 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 O 9 ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT TYPE 3R MODULAR coN GROUNDING METER STACKw BREAKERS (3)120�240,200A,1 P.3W `r � 10 CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE TERMINAL SERVICE BOXES r— WIRED PRIOR TO WIRING OR ROUGHING IN E EXTERIOR OF BLDG PER SERVICE PROVIDER TERMINAL BOX � � r- 11 ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE REQUIREMENTS 120 V 400 O AND AMPERE RATING TO SUIT EACH FUNCTION A A PANEL U W 1-P 3-W NIT'C2 120/240,200A.1P,3W N 12 ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY CATV TEL � O M L 0,TYPE 1 N 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 (1)2 CONDUIT 13 ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION ALL SYSTEM WIRING NOT #6 CU GROUND WITH 3#3/0 CU Z CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS BOND TO ELECTRIC MP-CATV DIA PA O () MEDIA PANEL MEDIA PANEL SERVICE GROUND UNIT'Cl' '— 14 PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL TRANSFORMER ELECTRICAL WORK SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES UNIT'Cl' 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 a\IN 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 W,CU GROUND(IF#600 SERVICE. — TO BUILDING METAL WATER PIPE 19 A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL (1)1"CONDUIT WITH #6 CU GROUND TO DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT SECTION/S FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL (2)CAT5E CABLE 3/4'x8'GROUND ROD CHARACTERISTICS CD 20 PANELBOARDS INSTALLED IN HIGH-LEG SYSTEMS TO BE MARKED ACCORDINGLY PANELBOARDS INSTALLED AS PART OF UNDERGROUND SYSTEM TO BE MARKED ACCORDINGLY 2 TELE-COM SERVICE DIAGRAM 1 ELECTRICAL POWER DISTRIBUTION DIAGRAM 21 AFCI PROTECTED CIRCUIT BRANCHES MAY UTILIZE AN AFCI TYPE RECEPTACLE IN A METAL BOX AS E-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 TYPE)TO THE PANELBOARD 22 ALL WEATHER-PROOF(WP)RECEPTACLES TO BE AN ENCLOSURE THAT IS WEATHER-PROOF WHEN ATTACHMENT PLUG IS INSERTED 23 PROVIDE FIRE STOPPING AT AL_F RE RATED ASSEMBLY PENETRATIONS SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES ZZW yo E$ um oc >v 0.0 r oo u H >O0 [P W V Q d' OL W C O 0 _ o H V Q H V x N O V Z p` cc U Q �nI iw►�n, , UNFINISHED Q UTILITY 1 1 1 I O j I II ui I O( JO I 1 / I 1 FINISHED I TEL D 1 a TV i BASEMENT i Z I I Q O I 1 IZ O 1 1 Q� N EFI' WALK-IN 1 I 0 O 00 BATH CL I I H / I I ZLu II - / 1 p Lu \ 0 w cc / w U Q CL /� o "' 0 11 \ 3 $ II 1 1 UNEXCAVATED Z I 0 0 / ` N SE o �oa m UNEXCAVATED MAKE-UP AIR CONTROL PANEL 11 I UNFINISHED I U Lo N AHU UTILITY I e I • N HWH I MP-TEL—� / Z 0 OO' MP-CATV--m— E N EP' C) 1 UNIT"Cl"BASEMENT PLAN E-1 SCALE:1/4"=1'-0" zz� a)O E o W UI O V O O y C 00 U c H y H >0 if P G W U Q d �0 a W C_ 0 0 O ~ o 0 0" OL U x t aa)i U ^Z o oe U Q a•'+`' V c•NI WP C 3 3� �-' �C i\�.���� ,o T�D \`\ —'i// OPTIONAL GARBAGE // TV D Q ———— \ _ DISPOSAL LIVING / �R � / -Q \\ /'- `\ ROOM // JJ MASTER /� j EF KI �\ �KI // r FP'T' BEDROOM ` 9 , 0 / GD �DW �\ / \ iQ U., i > ' MASTER c / Ui c KITCHEN \ / �/ �� aTEL EF BATH aTEL )o __ �� \ /' // i/ ()cu _ Ll V Q FP �$ j� CL w ®REF ®C qp� \\ QD O \ 1 I 1 13 \\ O o 3 PANTRY $ \ WALK-IN \69-a TV O , -�- 1 _c EF / Q \\\ LOCATED IN THE ATTIC pi, CL U- - } DINING QOBEDROOM#2 C) \ ROOM SF / �- � z A} \ te w - TEL D O I BATH MUDROOM / \ 1 �\ ------- Lu u1\ p Oo dS Lu U ci J CL / II 11 ' 1 \\� 3 3 � N UPt'---�\ / -DOWN \ \ FURNACE � � N. / � \ '$ � O co WALK-IN 3 3 3 ' CL W GFP D GFP /\ \ OPTIONAL �} / / I / -Ob ELECT DRYER / 1 .�}.le ` 7 FOYER LAUNDRY w /� BATH \� EF GARAGE r 1 V O 0- O / IN THE ATTIC ABOVE N TEL D / L0 BEDROOM#3 _ c / SWITCH TO CONTROL N LIGHTS IN ATTIC DEN TV z ZD E 1 UNIT TV FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" 2 UNIT TV SECOND FLOOR PLAN E-2 SCALE:1/411=11-0" PLUMBING LEGEND GAS TIGHT BASIN COVER VENT PLUMBING FIXTURE SCHEDULE � ;_____; SYMBOL ABBR DESCRIPTION ��,' _"DISCHARGE PIPE TRIM CONNECTIONS s S or W SOIL or WASTE PIPING INLET ',� v SYMBOL DESCRIPTION MANUFACTURER MODEL# MANUFACTURER MODEL VENT SOIL/ COLD HOT REMARKS s S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB, WASTE WATER WATER n VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE. -———————- V VENT PIPING - - ELONGATED BOWL,TANK TYPE,KOHLER K-4636 V VENT PIPING(BURIED or BELOW SLAB P-1 WATER CLOSET KOHLER K-3551-0 3" 2"HIGH WATER ALARM ram.®® ,;:' PUMP MOTOR _ SEAT.SEE ARCHITECTURAL ELEVATIONS& FLOAT SWITCH -- PLANS FOR TRIP LEVER LOCATION co Lw LW LAUNDRY WASTE PIPING PLAN VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, y �-q O ————w———— Lv LAUNDRY VENT PIPING _ _ _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 P-1A WATER CLOSET KOHLER K-3998-0 3" 2" �11 c W u Q w SEAT,SEE ARCHITECTURAL ELEVATIONS& ag c W o` o 0 Iw IW INDIRECT WASTE PIPING PLANS FOR TRIP LEVER LOCATION _ 3 Iw CWW CLEAR WATER WASTE PIPING WHITE.VITREOUS CHINA W/OVERFLOW, a Z u rP TP TRAP PRIMER PIPING CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 2" 1 POLISHED CHROME FAUCET W/POP-UP DRAIN SYSTEM SEE FLOOR PLANS G G NATURAL GAS PIPING GATE VALVE cw cW DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-110764-CP 2' 2" WHITE,PEDESTAL W/OVERFLOW POLISHED CHECK VALVE - - CHROME FAUCET W/POP-UP DRAIN. ,.•, Nfj1,'�, HW HW DOMESTIC HOT WATER PIPING �. WHITE VITREOUS CHINA W/OVERFLOW.CHROME F* , NDCW NDCW NON DOMESTIC COLD WATER PIPING P-2B LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" f r FAUCET W/POP-UP DRAIN. BALL VALVE STEEL COVER NATURAL GAS VALVE FLOOR SLAB UNDERMOUNT,STAINLESS STEEL SINGLE BOWL, 29 V-,x 15 24"x 7 8�"DEPTH,PROVIDE GE BALL AND DRAIN VALVE P-3 KOHLER KOHLER K-10433-VS 2 2 KITCHEN K-3183 36„ GFC325V 3 *HP,120V,1 PHASE,60 HZ DISPOSER, INLET SINK K-8813 DRAIN VALVE HIGH WATER ALARM CONTINUOUS FEED WITH DISHWASHER DRAIN Yl PUMP#2 ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW YZ PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES OS&Y OS&Y GATE VALVE P-4 ICE MAKER BOX SIOUX CHIEF OXBOX _ _ _ _ 361, _ A TURN BRASS BALL VALVE,LOCATED BEHIND FLOAT VALVES 696-G1000MF REFRIGERATOR,WHITE FINISH VIV VALVE IN VERTICAL (TYPICAL) Y3 SHEET METAL SAFE WASTE PAN 2"UPTURNED Z a TMV THERMOSTATIC MIXING VALVE Y1=3 WASHING EDGE SEE APPLIANCE SPECIFICATIONS FOR SQ O Y2=3" 12„ OXBOX ONE _ _ > Y3=_ P-5 MACHINE VALVE SIOUX CHIEF 696-2413BF 2�� 2" PAN SIZE(S)REQUIRED.DOUBLE HOSE BIBB ui TRAP PRIMER &DRAIN BOX OUTLET CONNECTION ACCESS BOX W/2 DRAIN STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS. BWV BACK WATER VALVE K-TS10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20" LEFT& K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, P-6 TUB KOHLER KOHLER CID 2" 2" 1 „ 1 „ c./) Q FLOOR DRAIN 1 SEWAGE EJECTOR PUMP DETAIL K-1150-0-LA K-304-KS-NA BATH SPOUT,SHOWER ARM W/FLANGE AND �J P-0 NO SCALE SHOWERHEAD N OED OPEN END DRAIN NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS RITE TEMP SHOWER VALVE TRIM W/HANDLE, Z< ON M METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER - - KOHLER K-TS11076-4 21' 2" 361, SHOWER ARM W/FLANGE AND SHOWERHEAD Lu PIPE UNION E-CP FLOOR DRAIN,SEE SCHEDULE 0 0 z L1J Q 00 3 PIPE CAP OR PLUG P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2" 2" /6" /6" UTILITY SINK FAUCET W/LEVER HANDLES (D Z � PIPE CONTINUATION THERMOMETER J Z O 0 PIPE UP THROUGH SLAB ABOVE VACUUM RELIEF VALVE HW D� FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" - - LAUNDRY ROOM UNDER WASHER Z Z I O u PIPE DOWN THROUGH FLOOR SHOWN 0 Z O BLADDER TYPE HOT WATER TO SYSTEM �m �► PIPE RISE/DROP EXPANSION TANK LL SUPPORTED FROM FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS w = - F_ BUILoc W&T WASTE AND TRAP STRUCTDURE w J U U Q Q � co CLEANOUT AD AREA DRAIN JR SMITH 2142-U - - 2 2 - - ��� N � � I AREAWAY.CAST IRON STRAINER VANDAL $ FCO/GCO FLUSH FLOOR/GRADE CLEANOUT COLD WATER PROOF SCREWS INLET w&v WASTE&VENT PIPING cw 1/4 TURN.POLISHED BRONZE,FREEZE PROOF WH WALL HYDRANT JR SMITH 5609QT PB - - - - Y4" - WITH INTEGRAL VACUUM BREAKER W&WV WASTE&WET VENT UNION(TYP) - 120 GALLON,240v ELECTRIC HOT WATER HEATER, By BOW VENT W HH-1 HOT OHEATER WATER AMERICAN VSCE32119R - - - ?' 1" 4.5kw NON-SIMULTANEOUS DUAL ELEMENT VTR VENT THRU ROOF PRESSURE&TEMP PROVIDE WITH EXPANSION TANK,SEE DETAIL VIF VERIFY IN FIELD RELIEF VALVE FULL SIZE DRIP PIPE TO ELECTRIC WITHIN 6"OF FLOOR HOT O NTS NOT TO SCALE WATER 120 GAL CFH CUBIC FOOT PER HOUR HEATER V O SF SQUARE FOOT iv DRAIN VALVE N LOW LIMIT OF WORK a) LINO UNLESS NOTED OTHERWISE -6"AFF V&C VALVE&CAP FLOOR U LO FM FORCE MAIN N (INV xx'-x") INVERT ELEVATION 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL N P-0 NO SCALE GENERAL PLUMBING NOTES 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL.BUILDING.FIRE PLUMBING FUEL GAS,AND • V) ENERGY CONSERVATION CODES OF NEW YORK STATE AND ALL APPLICABLE LOCAL CODES AND/OR V)AMENDMENTS 2 INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE GAS PIPING TO UNIT ---------- ---------- INSTITUTE"STANDARDS FOR WATER HAMMER ARRESTORS C2M BY PLUMBER 3 LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES SHOCK I I ________ I I GAS PIPING TO UNIT ABSORBERS,CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR A BY PLUMBER SERVICE THE BUILDING 4 ALL SUPPLY PIPING GREATER THEN 3/4"SHALL BE CPVC TYPE ALL SUPPLY PIPING 3/4"AND SMALLER SHALL BE CPVC OR PEX 5 ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF 3'-0"BELOW GRADE I I' 'I I❑ UNIT C2M LEFT I UNIT A UNIT Cl 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 8 ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND PACKAGING SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES 9 MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE V-6"UNLESS OTHERWISE NOTED ---__------� -------- -----------� 10 PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS,PROVIDE ACCESS PANELS WHERE NECESSARY 11 PROVIDE V GLASS FIBER INSULATION FOR ALL HOT WATER PIPING 3 GAS SITE PLAN-Cl RIGHT 12 CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION P-O NO SCALE BEING SERVICED ZZUi .0 Ec°o 0,0 H y w o C o` n W U Q F 0)O H C t 0 0 — °a aci U x t 3 U ^Z o of U Q .'�`�''JC•NC 11� 3/4 CW m 4"AREAWAY DRAIN f •,.,;'...".... `•` PIPE TO FOUNDATION 2 V—moo———— 41 /4 cw AD DRAINAGE SYSTEM 2,-------- 3 S CW 36"HW HW 2'W 2"BV GAS TO UNIT C2 /2"CW 2" SEE UNIT C2 DRAWINGS O 3"S PACKAGE FOR CONTINUATION h"C W GAS TO UNIT A„HW w h„CW SEE UNIT A DRAWINGS a PACKAGE FOR CONTINUATION PIPE 1/2^CW&HW TO PEX MAINFOLD PIPE 1/2"HW&CW TO — o P-2 I1�"G(181 CFH) S 1"CW PEX MAINFOLD 2'W&V �..CW I I I I I 1�4''G HW z 2"V II PIPE Ih"CW&HW TO I I I I V DOMESTIC WATER SERVICE 0 Lu N/L CW P 1A PEX MAINFOLD � FP SERVICE ON 3 S \\ Z j— [� cw cw � REFER TO CIVIL LLJ S > ,A-'G DRAWINGS FOR Q J } /2"CW _ c cw CONTINUATION 2"V��= P� /2"HW m OO 2'W&T a� HW %1••CW NE fN GAS UP TO ABOVE BY PLUMBER r1 O Q 36„CW S cw h„HW II \.J 36"CW � HWG II DOMESTIC WATER SERVICE Z 0 _ Q "HW� 3"S UP TO ABOVE GRADE BY SITE CONTRACTOR m J i 3"RADON FP SERVICE Z LL \ U LW BY GC BELOW SLAB "CW G (SHOWN FOR COORDINATION ONLY) /Z HW O O Cw h"CW L1/4"G UNIT C2 GAS UP TO ABOVE 9 CL J (281 CFH) GRADE BY PLUMBER LU w J U Q HW }� —S— UNIT Cl GAS UP TO ABOVE w U II GRADE BY PLUMBER N 0 II 1"G 4" h'I CW 2'W&V ll h"H W TYPICAL FOR 2 PIPE 1/2"CW&HW TO PEX MANIFOLD 4" 1 7 SIMPLEX SEWAGE EJECTOR O SE-1 SEE DETAIL O 2"F M ' N N Fne- PIPE 1/2"HW&CW TO 2 INDIVIDUAL FIXTURES 1"G(100 CFH)—mac HW � � I HW 120 GALLON ELECTRIC W r— HOT WATER HEATER Hyy 1^1 HWH-1 CIO HW —HW PEX MANIFOLD L J c-00-4 cW—tea—� 1^HW VALVED DROP N cw 1"CW VALVED DROP cw CW PEX MAINFOLD 4. cw J N cw r-- cw cw cw 3 J 3/4 /4"CW 1 UNIT TV BASEMENT PLAN P-1 SCALE:1/4"=1'-0" o 0 O N � J 4" Z Z W G)O E GO W C Q V co H y j U OO [O 0WU Qa I,'O K Q W C-: U p 0 ~ O C v a C U = m U Z o` cc U Q q� r�• .`rJ�a L -y' 1 •,t NOTE: F ON UNITS W/WALKOUT BASEMENT, WALL HYDRANT SHALL BE LOCATED ON LEVEL BELOW,3'-5'ABOVE GRADE WH * h"HW TO DISHWASHER 3/4"CW PIPE 2"W FROM DISHWASHER TO SINK TAILPIECE h"HW 2"V 2'VV o— �"CW 2"BV �—'3"S 3"S • • 2'v—�• �"CW )o----o �..CW 2..V�• FD B 2"W P-1 VG(136 CFH) ••• F � � vi G 2"W&T /2"HW 1"G(136 CFH) co h"HW "G(25 CFH) CW 2V ui P-3 h,.0 W ^ P-2B P-2B ,y4"G(161 CFH) G 0 Z 2"V UP—�Q h"CW P-4 �'G(25 CFH) 2"V_� •• •• I �j o 1k - U o • 9 h"CW 3 CW 2'VV& � (� N 1 U �i 2'�n/av 06 ZQ —_I�—�yi4"G(181 CFH) r � 2'W8V J bl J ���HW� DOMESTIC WATER METER �"HW 2"V DN i 3"S � MINIMUM 12"AFF I 3"S—�•4• ••• /2 CW • CW W/SHUTOFF VALVE � � HW 2"V /Y'HW � I� - START OF PLUMBING WORK /2 CW • CW h"CW GAS DOWN TO BELOW LL 2 V P-2A "HW BELOW GRADE BY SITE CONTRACTOR DOMESTIC WATER SERVICE DOWN TO GRADE&VALVE BY PLUMBER (^ 0 O h,H P-1 0 1�„CW TYPICAL FOR 2 Z 1 } �"CW HW UNIT A GAS METER LL \ U o m O '/2"G(20 CFH) �� START OF PLUMBER'S WORK � LLl _ III TYPICAL FOR 3 h"HW H: :UNIT C2 GAS METER w C U Q Q h.,C W C W p U 0 2"W&V ,2"LWv3 I I h"HW fBY GAS COMPANY GAS METER ASSEMBLY 'G 20 CFH �2 CW TYPICAL FOR 2 TYPICAL FOR 3 ( ) /2 H W `\ HW h CW `UNIT Cl GAS METER h"HW •• n •••�-36"CW 2"LW 0 •• ••• +1 2"V , P-5 2"W&V ••• ••• �..CW 3"S /2 CW 2"W&V � �CW GAS SERVICE UP FROM 2"LW&V /2"FiW HW A"G(20 CFH) � _yI �r� BELOW GRADE BY GAS P-7 P-2 P-2 ••• •••• TYPICAL PI AL FOR 2 /2"CW h'CW /2"HW COMPANY 36"CW (2)2"V 2"V h"CW GAS METERS,MASTER • 2'VV 3"S )0 2'VV&T 3"RADON SHUTOFF VALVE,&GAS FDA • �� (2)1h^HW PLUMBING CONTRACTOR TO Z REGULATOR BY GAS CW 2'W PROVIDE INSULATION ALL /2RAD P-6 (2)2"V Y2„CW PIPING IN UNHEATED GARAGE 3"RADON COMPANY P-1A 2"W PLUMBING SUBCONTRACTOR O TO COORDINATE W/G.C.TO 2"V W MAKE ALL NECESSARY h„CW 0 PROVISIONS TO PROTECT 3"S N PIPING FROM FREEZING 3"RADON r1 W • — I I u �'� N N _z 3/4 CWWH 1 UNIT TV FIRST FLOOR PLAN P-2 SCALE:1/4"=1'-0" 2 UNIT TV SECOND FLOOR PLAN P-2 SCALE:1/4"=1'-0" Z Z W 1=80' W l' j-V Ov CO U H r ;ON [p, O1 C W V Q a H ui O L Q 0 O _ cl. c fJ = a;i V Z Z O cc U Q �rrururr,rri —�2"V F I 2"V— .------ t2 r----r-----�--------- --�----P\-7V I I z I 0 3"V PIPING RUN—Y N IN ATTIC SPACE I w L--------------------, I I I 2'V --- --� 2„ I zv-/, Z,V I O Z O 1\\—4"VTR Q N I I I C } O o °o O °' I O o I z Z U I - r- 0 —XV PIPING RUN O_ LL j IN ATTIC SPACE I F— U � Q Q w I N r----------1---------r-----I---�---i--� \-2"V \-2"V ~THROUGH YRADON \-2"V y\-2"V I I I ROOF t •�-2"V L---_-- J 3"RADON 2"V 3"RADON RUN IN ATTIC SPACE T O O " N a I u a) CN _ � N F- N r— Z E t\ 1 UNIT TV ROOF PLAN P-3 SCALE:1/411=11-0" n tr alE Ill OffH tole emlKill 11' � KIN F1 V RM NTwM tnl m To tl�r� O •,/ 16•Yw(Br one ' pl f+s I's 1''fig X n, Its in -om Is•t�Dtmm e>• I+ p a n ``-�'• �� P w�� �-t416�8 UVENDER LANE 7 JASMINE LANE UNIT C 1 91 OLLM b•-8JO,12 LA,�»ER LINE 1 �19MISTER r-15,17,19 l{1VENDER AWE WATER SUPPLY ��r� I's r is ELM r-9,11,13 LAVDIOER UNE RYE B R 130 K 9 N Y■ ; m 1�� 13 s13 CLUSTER'c'-3.5,7 IAVDW STATIC PSI: 50 PSI Im� fb Ill 1 �+ IV CLUSTER T-2.4.6 OMER UNNE RESID PSI: 40�1 np � CLUSTER'o'-2,4,6 ROSE WE 11e W � la I � FLOW: 1050 GPM n'11e t '�n `{3 e 4s.1-1[�+Bioe - g(M'Q-10,12,14 ROSE LIME 116 `J f,�_ 1 �IT asTER u -3,5,7 ROSE LINE 1 TV1Te f14�^ `i IS - ��ERT -16,18,20 R0 LANE " 1 ;y1D Ilz 1 `)p CLUSTER T-9.11,13 ROSE LANE Ito = CLUSTER w-214,25 HOt"SUC f LANE f1z- rhs .r- fto 113 1111511 r$ITIaMIIT(M.) CRISER Y-151,19�ONDSI LANE WIN upasmrfo WTx - „0 912 o++ saw LME -- wM(er one \l��f elo iIV Ste•-3,5,7 PRIMROSE LANE .NooD SCR Ew,e F t, \\\ \\\ Ie 1. W CLUSTER.,U-8,10,12 PROSE LANE R IE♦\�i21 IAE 11D 1tAIBN SLUSH -11,13,15 PRIMROSE LANE \\ \ N a Ir I� l CLUSTER*NN'-21,23,25 JAWNE LANE AWNE NFPA-13D GENERAL NOTES ��� ILX3M aoglt 12 A1' Ti 1+11T auSU 1vw�-9,111JAWNE UNEE � CUM AS Rc 111110151 1111WA ILT A. 114 ,� 1O SYSTEM DESIGN-RESIDENTIAL AREAS WET SYSTEM iE>rmEOFRED1sMWITS S" io � IS I12 115 CLLM hoc'-2,4,6 XWNE LANE SPRINKLER SYSTEM IS A HYDRAULICALLY CALCULATED WE1 SYSTEM H 1+s+ Ito 13 .�ay��SERr .7ZZ'-1,3,5.MULBER•AN; PIPING HAS BEEN SIZED USING A U(7ti HAZARD DENSITY OF.OS GPM OVER MOST REMOTE 1 SPRIM¢1£RS OFFSET HANGER \\\, \\ i2^\ !off t n h ,� 1111 CLUSTER n'-4.6,9 Mt1lBl1LRE COURT ��� n n sIEBesA'-3,s,7 M111ttr couRr N A COMPARTMENT USING RESIDENTIAL SPRINKLER HEADS \\\ OFFSET HANGER a 13 ft _�\\\� MOOD SCREW It8 F t t?• WWYl1M SPRINKLER MEAD FACING-321 eq.fL W000 TRUSS OR BEAM y I SYSTEM DESIGN PER N.F.P.A-(13D(2010 EDITION) '\-\\ WOOD TRUSS OR BEAM J -_\\\� pan - �\ WER 16•II eD '�., 13 WER rill O PIPE MATERIALS � � ALL PIPE AND FITTINGS ARE ITLAZEMASTER CPVC. OFFSET HANGER DETAIL HALF STRAP HANGER DETAIL __ __ - Ste ' 14 3 CONTRACT INFORMATION NV Ts N rs - - -- P WORK UNDER THIS CONTRACT CONSISTS OF THE FOLLOWING. DESIGN AND INSTALL A WORKNC SPRINKLER SYSTEM PER N.F P A-130 2010 EDITION -DRAFT STOPPING SHALL BE PROVIDED BY THE°.NER IN ACCORDANCE WITH THE I.B.C.2D03 EDITION. ° ; S/TEPLAN W DE 2020 -BATHROOMS LESS THAN ss SQ.FT.SHA.-BE N COMPLIANCE WTH THE REQU;REMENTS OF NFPA 130 IV wl0�) � DISIX IV DYE 110EO�T � O f _ —`" -� N.T.S. ALL BATHROOMS ARE NONCOMBUsnBLE SHEET R00(1rn1 A 30 MN THERMAL BARRIER i !:.i� Y r -CLOSETS LESS THAN 24 SQ.FT.SHALL BE IN MMPLUWCE KITH THE REQUIREMENTS OF NFPA-13O IE1 E•WE MlK/iN DAB BDI CLOSETS ARE CONSTRUCTED OF N34CWBLJST13U SHEET ROCI(MrTH A 30 MIN THERMAL BARRIER. -ATTICS ARE NOT USED FOR STORAGE AND DO NOT CONTAIN ANY FUEL FIRED EQUIPMENT -- - VILLAGE O RYE BROOK : -- --- -_ -T_� - _ BUILDING Er RTMENT UTILITY` _ FU IISriED t' I Al y UNFINISHED rt BASEMENT NOTES TO THE OWNER I — UTILITY _ F NISHED -- - -_PER NFPA _ BF,SEME1,11 6 9'MAINTENANCE — T• �� 6 9'THE OWNER SH.A._BE RESPO'.S B.E FOR THE CO'.D T 0'.OF A SPRINKLER SYSTEM `� A%D SHALL KEEP THE S STEM IN NORMAL OPERATING CONDIT ON FINISHED 6 9 2 SPRINKLER SYSTEMS SHALL BE INSPECTED TESTED AND MAINTAINED IN ACCORDANCE --- ^' T, I '• J ' WITH NFPA 25 STANDARD FOR THE INSPECTION TESTING AND MAINTENANCE OF 11' BASEMEI IT 'o L p-+ Y— WATER-BASED FIRE PROTECTION SYSTEMS -- kd - nw3 r - _ -' LJ J A 6 9 THE RESPONSIBILITY FOR PROPERLY MAINTAINING A SPRINKLER SYSTEM S THAT OF THE T T - RM Or',0-6 I I t t 1' OWNER OR MANAGER WHO SHOULD UNDERSTAND THE SPRINKLER.SYSTEM OPERATION � _ JD�pJIE PRS fiDDt _ _ _ - ��8� _IIC_ C d 6 3 FOR FURTHER INFORMATION SEE NFPA 25 STANDARD FOP THE INSPEC-0'•TESTING AND MAINTENANCE _ --�A{ -I I-1" _ _ _ I _ _ OF WATER-BASED FIRE PROTECTION SYSTEMS r, - � RN 11fa 10'-6 f01 ADDITIONALLY -- I ---- --- 1)YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREM SES TOIF Fill Py PREVENT THE WET SYSTEM FROM FREEZING I 3. +• -2)YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO MAINTAIN - --- —- THE SYSTEM �— -_ - -Vz - = OW®� 3)IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY 9-d] -' —Y �o ` r�1 ~-- -- - -- -J V� THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY 1 3-4® I ` + _ _ - ��C� ��� QU'RED FOR IYY Al Lr- PA EVf I � r5-r- NPON Ift. ICE .� B_p•: BAT- I BATH '— I Or MCNIIC MMEL W SNIED lUtiMU WLVE TINT MnO A NiBeil WEER 91101 — —-- ^° b �•: 1:J rA rr Of VALE i1.ZIr WX ODm ZX O01TImL RUR W W 1ie1 v $ +'.2• — *A TIT{IIDI 9=WO PRMK(Yla d t•TESi/M*Li( � - - � �I� � 1' '-1 - r ttw.Ill S51»EMw om DID of ww emy 1�i11 — MOB BdlTIOny 11LYTS TiNU ONO A e oak too 9111300 -99 - - 6 � ' t so - - +• rT--- �1AIR r- — —- r z M film�MMw Mai ow t>Ewull Ma,.R+ -- MIM ERiE1iLY 1�11a TENT a"A som will SA1106 r— C"] L 8 — C.T,­NE OF 4 r A"10[El 4SG MIr Mal OEM IITECtOA ASMY 110N I c L WAS, I SCINF rr Bur my Ill Dw Ora A WE%%LWU Srtf00 - E C ,,F 0-a 0-9E E S0' - — L tIr tx•J&.0 M00a•Tar SOM&ITTE>:B1u WVE TW CDiMM A e1111M TATFEA 511101 STAIR 'I , U I I E C A V A T EG 0r awes wM*Ir OmGE DUD zw ED Wean 1RR �t-- 4 � wE T11{ItD1 STe101 IFAT01 ITE59lE�d r TE9/oRAu W111( ..� � o eoe 902 s10 t LNEXCAVATED -'— - ~r—�- 901 UI(EXCAVATED f--�3 I -—� r— _ 4 v ill um Ur Elf 10 STPRT STIitoOIAS -- I �'• L- -0- --—- __ !I -Or 1CTN1L 1�1 Z4�r tAm01E OW ZD�EZN CXM WOW rpi UliEk S/? -_ �. T 4t a +• trill TYPE�mm WER MBK QM d 1•TFS A WN MANE 2•I9 TTATER WIRY�J - �� - _-UI 1FIi lISHED i E •o { ` � --_ UTILITY i ' ., n i ur IEXCAVA TED - tlr 111ma 111E*Nr am DEED mil 1b10ia 1110 w w 9111 u U I I F I I I H E D WE nK FO wtol 90 PRMR GIM d V TOt3b t Ill I)( U-ILITI' - lY WWU ImQI•7Ze•SD�F'ED 9111113 A11 V01 NU MMM A IBDeMI TRIM SIIM ��� 609 I`.' ii � ~- r. , •� - 1 1► \\ O I PERMIT- -I� - yIIEXCAVATED # P-6(0 rs of;CA"BOIEI'0 DIIt m axnrlx low -- 60, _ - c - NOV2020 �`S�RA �S 111013'� IERIK iF(w --EATE APP E 2 3 StIE�En BUf1031T Wr.�111101 t1i1MM A gTDitNL�o S.ROEs --- --_.— - -----DATE ! F OOP - ELE. =0'-O" f UNIT"C2" UNIT'A" t t,lr;•CA �E. _11N/T rrc,rr FLOOR ELEVATIONS - - ��-a -- BASEMENT TO FIRST FLR.=9'-6" A _ BASEMENTFLOORF/RE BUILDING INSPE ,Village of Rye Brook, NY SPRINKLER SYSTEM RISER DETAIL FIRST FLR.TO SECOND FLR.= 10-2 FIR EP�gOTECT/�,,!'1/PL.��„�, N.T.S SCALE 14"-IV- SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION 1 Alf pipe locations are to be field mersured price to fabrication Whether or not indicated on the drawings the following hems are to De provrded DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN and Installation by the S rinKler contractor Head Caolnet, o 3 SYMBOL DESCRIPTION SYMBOL DESCRIPTION p _ spare heads and head Wrench per NFPA 1„ 13E1b .., _ __ __ _ PROJECT:KINGFIELD DEVELOPMENT 2 All dimensions snovm are end to end Provisions for flushing connections and draining of all pipe OF YO _ REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE 4i GE 9 [nw) _-_.:lv___;;-;:;-__. CONTRACTS:OODD 3 High temperature neads are to De field installed where ree.uired Inspector's test connection shall be provided for each system ��v p '> GENERAL REVISIONS 71617 CITY:RYE BROOK STATE:NY ZIP:1 D573 4 Ali pines and hangers aie to be installed pe;NFPA 13 Hydraulic identification plates&NFPA.13 required signs ~ � GENERAL REVISIONS 7,2617 CLIENT:THE WARJAM GROUP PHONE:1914)761.250 rc:3 + ::l :":= CONSTRUCTION:WOOD 5 Grldded wet systems shag.D'OJIUE a feller valve per NFPA 13 ,o rn �'w� ( t0-01 LTD. - - ■ ■ 6 All nevi piping is to oe nvdrostaticatly tested a:no less tnan 200ps; It;s the ou;ld;ng ovrners responsibility to provide adequate heat to,al areas in t Ye �_ z I :I•..: - .i:.-)•l':•.:I:.•:..: ADDRESS:5 INTERNATIONAL DRIVE•SUITE 1 14 lo•2 hours or at 50os,;n excess of the inaxlrllum pressure building protected by a:•Nei tvpe sprinkler systen.and for al_p pr .,ater filled suppl pipe valves W 2 f -_ •'- -' --•, OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:10573 S INDUSTRIAL?ARK PLACE '�'IDDLETOWN,CT C6457 :mer the maxlmJm pressure to be maintained 1s in excess of:SOps; and system users to dr';'type systems s 2� SYSTEM TYPE:WET tr qU'c.opening device is required vrhen dry system volume exceeds Air pressure shall be maintained on all dry type systems b)an aporo,ed automatic air Fop o7al�OaP �/� •I•:'•:= DATE:03127/2017 FIRE SPRINKLER.CONTRACTOR CONTACT P:860.632.8053 F:860.632.8054 500 Dallons per NFPA 13 combressor or plant air sysienT specifically approved for and-ar)aole of a-ncmat,caliv ROFESS .� -I=_-E_='1=-._ WWW•MACKFIRE.COM CL NJ PA 13D appt}as required maintaining the requ•red air pressure () -3."I " ===' =�� AHJ:PERT CHESTER DESIGNER:CHRIS JUDD PHONE:i86O)398.502 Q oI =1= •r-:J:lSl TDT4�THI°SHEET: TD*A:Teas Joe:• FIRE MARSHAL E-MAIL:CHRISaMACKFIRE.COM _IC=NEEE: =T:='•4C29• MA:SC-20494 RI:C0==47 IKIN F1 V ORM NT 7 JASMINE LANE UNIT 01 RYE BROOK9 NYE WD DECt OR BLUEST01 I-E PAVER TU. LT_j 7), A\ WD DECK OP_ WD.DECi OR BLUESTOME 5�_X BLUESTOI IE ............. PAVER PAVER *274 ,A 1. 1. 1-7 T 6_"11 .1==L-3-7 t RZ)')-ABOW T_.-ril y 11111 IG D11 III IG ROOM -44 _V Lj_ �D 1" KITCHEI,l LIVIIAG _IVII,IG (iD ROOM MASTER 3 ROOM OM 3 N tp 10 X SM 12 , RL11111 PROW LK 0 'z MRS 10P OF X RAK DIE 6 3 7! (502) LIVII IG 17_1 r-1 r_l ROOM T 2*CON7ROL VALVE AND ALL UNDERGROUND PPPING IS BY OTHERS. MO FIRE PROTECTION'S CONTRACT 2-6 3 UP 111) L-i W LIP no 802 smsaw 4-13f\\ 4-0 BEGINS AT 2'FIRE SERVICE WATER UNE LEFT INSIDE 4- HYDRAULIC DESIGN THE BASEMENT. I ITR 6 Sol -0 ! 900 'IRST 1.1 Ook ROOM CAt C%Rl-%0 1 DIKIN4,Rt)()?.l 9-6 1.3 1 DII III IG �ATH E r 1,110TOM FK MM WER tK WIN HYDRAULIC DESIGN CRITERIA T r-1 4_8h No KM ff MW I=Of Mm P ROOM Density .05 5-31 or up no X SM RO r OXW VUE Kill WM[1111111'a SIM It 81 i's grl-l* L.J (602) Illis" VA TYK WD FIX SM P OMW Spacing VARIES A�w 11P tD TW it L:j K Factor 4.9 WALI-III@ r L1111111101111111D rw SOM an X tP L V 1M WM OCIMK 011'0111111S) Hose Allowance 4P to C L -6 0 uc,lor I, C L 1. UP M K i CLIJ em This System is Designed to Discharge at a Rate of 05 GPM per sq It PAI ITRY L N I%V-1, of Floor Area Over a Remote Area of tip III K 2 Sprinklers when Supplied with Water M RN licit 9-4 SEM 110 UP 1111 TK at the Rote of I at the r? 34�7 GPM at 42.2 PSI t �3 i 743 9 IQ K A' MDWU MW T I's r-l' I ITC HE[I r a-l3i MUDROOM -4 SM11111110 ABOVE STAIP (C\L Lm af.W-1, r 10 K UP 10 X UESTM� am rFAK Cr-n FOYE __j C. 7 MMM IN SOM 00 LK WO--------- ir up now m FCYER I'UP 1`1111111 DE as" 40 IM TK Ma 1111011(P MW low GARAGE AL 21 man*V1 W�Wma we SIM '/' .C* IN TIK Wa nAl wict-(of Caw r 1.11111011111=11111)FK SEIM EM LK UP LA,I DFY CL KM DICLOW(By MME) 4 3 4* 1K GAPAGE GARAGE -4 FOY EP L 2'UW=X FM SEIM WR LK OW 71 no Im X MW I=p OTiml TC[IE' npq==y DEI CDM aNMCM WE UNIT'A 714 AD ORnY AUX 40 9131111 EO MOM WE 00 SiMM"kW I[ 11AMOM WK Pl=SIMBPR UNIT"C2 OFF FIG RM 1111SIU1011 SO DW HW FU T14 6M UNIT"C'I 820111 ON"i M AMM MFWJI 7*1.111090"w sm sm X w L 2'CWTROL VALVE AND kL UNDERGROUND PIPPIV, __:E�ZACT_ IS BY OTHERS. M0 nRE PROTECTION'S C09WT BEGINS AT 2'ARE SERVICE WATER UNE LEFT INSIDE ft ir COX FWW THE BASEMENT WSW we GX FIRST FL 0 OR FIRE 0DIX&am1kc PO"%Iwo FIRE PRO TEC TION PL A N INSUL A TION DE TA IL FOR A L L SPRINK ER SCALE:14 1'-0 IN OR A DJA CENT TO UNHEA TED SPA CES N.TS. SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION 1 All pi'De locations are to be field measu-ed prioi to fabr cation Iftellne;oi riot indicated on the drawings the following items are to De provided SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAINING TITLE:FIRST FLOOR FIRE PROTECTION PLAN PROJECT:KINGFIELD DEVELOPMENT EVI & 2 All dimensions shown are end to end Provisions lof fiusning con,ections and draining of all pipe E ro [nib] CONTRACT#:DODD REVISIONS: DATE7 ADDRESS:INTERNATIONAL DRIVE and installation by the sprinkler contractor Head Caninet.spare heads and head wrench per NFPA 13 :.N .Ez- GENERAL REVISIONS 76 17 CITY:RYE BROOK STATE:NY ZIP:10573 Fr", 3 Hign temperature heads are to be fie a installed v/here rcqjired Insoecto(s.test connect,on sial be provided for each system G 4 Alloipes and hangers are to ne installed nei N;:PA 11 'I'd*ra.ilic iden"ificavon plates&NFPA 13 required signs GENERAL REVISIONS 726A7 CLIENT:THE WARJAM GROUP PHONE:(914)76 1-2500 5 Gridded wet syste' .- 0 M CM 20-0) L:-1:.:: C014STRUCTION:WOOD LTD. F I R E P R 0 T E C T 1 0 N 13 i ms shall provide a reliefvalve per INFPA 13 0 40, All nev piping is to be hydrostalt.-ail)tested a,no.less tian 200ps 1!i5the civildina o,�.­iers responsib,lay to providie adequate heat for at areas in the D ADDRESS:5 INTERNATIONAL DRIVE-SUITE 1 14 to-2 nours or at 50psi in excess o*'tr)e maximu­pressure oudding protected b�a wet type spnnklei system and for a]water filled stipplv pipe valves occupAny:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:ID573 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 05457 writer,ine maximum pressure to be ma rtaineo is ii,excess ot.150pst and syslemnsers to cir�type syslems e. < -j: SYSTEM TYPE:WET 7 A quic�opening device is requ ed wnen dr�s,,sieir volume exceeds Air pressure shall be mainta ned on a[dry type systems by an app,oved automatic a-, P:860-632-8053 F:860-632-8054 DATE:13127�201 7 FIRE SPRINKLER CONTRACTOR CONTACT Ja IL 503 gal ons per NFPA 13 compressor or plan',av,system specifically approved for and caDaDie of autornatica,q 0FES9% WWMACKFIREXOM DESIGNER:CHRIS JUDD PHONE:(860)39B.51324 NFOA 13D ai)Dlv as reqUired niairta-n,no tnr=reaujred an pressire 0 TWA AHJ:PORT CHESTER --494 -MAIL:CHRIS�MACKFIREXOM _--:r'-4:2;1 MA:Er_-'2_ 247 LA. Fbk�i 1110 1 1- TOTA,T�ls SHEE-: TO-A,Tmis Joe;- FIRE MARSHAL E KIN F1 V RM NT 7 JASMINE LANE - UNIT 01 RYE BROOKS NY. HYDRAULIC DESIGN CAI \Rh-\hr Ft*LINI)1-1"'OR III I)R(K)AI h. HYDRAULIC DESIGN CRITERIA HYDRAULIC DESIGN C\i)\RI.\e *;LC)NI)IIIX)k Density .05 DL\v71-'RHF•)Rtx)K• Spacing VARIES K factor 4.4 HYDRAULIC DESIGN CRITERIA HYDRAULIC DESIGN Hose Allowance Density 05 k AI I)NU W.A 014 01 This System is Designed to Discharge Spacing VARIES >L\�1T x Hrnxtx)i, at a Rate of 05 GPM per sq ft K Factor 4-9 of Floor Area Over a Remote Area of ?" r`Oµ - Hose Allowance HYDRAULIC DESIGN CRITERIA 2 Sprinklers when Supplied with Water — -- - _-- at the Rate of 32.2 GPM at 43.8 PSI J_ Li_j This System is Designed to Discharge Density 05 at the FP OISDVM NODE Y at a Rote of .05 GPM per sq ft VARIES of Floor Area Over a Remote Area of Spacing 2 Sprinklers when Supplied with Water K Factor 4.4.4.9 -- at the Rate of 26.3 GPM at 36.3 PSI Hose Allowance at the FP OMWM NODE S' This System is Designed to Discharge ^30r 9__OA-- ----- -- �-RO-0 3E.c;w at a Rote of 05 GPM per sq ft ♦ _ _ of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water at the Rate of 29.1 GPM at 39.8 PSI at the W OMWM NODE Y P J-_-li I -41 BEDPOOM#2 Of 3-111 so 10-0 ----�• `•.\ �:.b<6 ego ,�+,�•, $'A a MASTER _ —tea `\,' BATH ti MASTER _ �' o.-0. �` BEDROOM ` i D- I- a-� 1 `, MAST I' GD pp HYDRAULIC DESIGN �' ^ �- ® ! BEDROOM sI i• ✓ rl'' WALE;-Ihl `. MA STEP. HYDRAULIC DESIGN CRITERIA (a '�� ;i; CL �� ` BATH Density 05 4o��lf �f A,4 Vi ` Spacing VARIES yP+ JvALf Ill K Factor 4.9 1 ,. �� CL +'uP"M TA R DEI 1 Q Hose Allowance - ♦ -�' ♦ I ^s<r y n r. HALL D'iJNAL 9'-0 ''I k ! s•.; This System is Designed to Discharge + O tl l ��ik � s'-0' SkY_;•� v at a Rote of 05 GPM per sq ft �► II of Floor Area Over a Remote Area of �^ I I ♦• st 2 Sprinklers when Supplied wit0— h Water HA W A, ✓ sz ; at the Rate of 34.4 GPM of 45.1 PSI �F BA i H i I BEDPOOM#2 4� at the FP OtiDWCE NODE�S' „ .. r�+ LAUIUI)DRY "ILA, I r <�o - nc Ft16T Ftoa, ,A 1 �� LII lEl l�+° ig SiAIR ,• troll W A L l'-Rd ---------�/ ' � •�'i '—' ��---- BATH 'I- CL % STAIR BATH { c ),I - � STa dDeP.O _4 I C� -€ _ `r4- i S-:Y-C;-a I F Il 1 L, i10 tit _C L -_ APUL _A 4 , 77.t _ t✓l /� ~—�) HALL iC�I i ,• WALL-11; c` � = I I d , 4-7 - ko I CL '^ 0_7 , rl! Ik BATE, - LI!E► L A U N DR', — l I , I i• S i ►`l l l rr.- I' I' i r �Il - p LINE Cr- \� / f BEDP,OOM#2 � BEDRc�OM#3 s� .y, � I i BEDPOOM#3 I 9-0• I I � e BEDROOM#3 NOTE:ALL SIDEWALL SPRINKLERS ON THE SECOND FLOOR SHALL BE LOCATED AT 0'-7'BELOW THE CEILING - —� UNIT C2 UNIT"A UNIT#C1 SECOND FL OOR FIRE FIRE PROTECT/ON PLAN SCALE.-14"-1-0" SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION 1 All pipe locations are to be field measured prior to fabrlcat on NJhethe or not indicated on the d a:vnngs the following items are to be provided DRAWING TITLE.SECOND FLOOR FIRE PROTECTION PLAN - SYMBOL DESCRIPTION SYMBOL DESCRIPTION and Installation by the sprinkler contractor Head Cabinet spare heads and head%wench per NFPA 13 - DEVJ. ELOPMENT M PROJECT K NGFIELD DEVELOP EN 2 All dimensions shown are.end to end Provisions for flushing connections and draining of all pipe OF NEW Y� RECISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE CONTRACT;!:DODO 3 High temperature heads are to be field Installed where required inspectors test connection shall be provided for each system ���)GENSA 9,� E'»3 -- =- = GENERAL REVISIONS 76 17 CITY:RYE BROOK STATE:NY ZIP:10573 :i•:.=' :I: = :r CLIENT:THE M 4 All pipes and hangers are to be installed pe•NFPA 13 -Hydra.11lc identihcat•on plates&NFPA 13 required signs �� __ _ GENERAL REVISIONS 7 26 17 E WARJA GROUP PHONE:(9141 761.250 O 5 Gridded vet systems shall provide a relief valve per NFDA 13 y co '~ 5� (ros 70-0) �- CONSTRUCTION.WOOD LTD. ■ ■ �, _ __ _ _ _ 6 All new piping is to be hvdrostaircally tested a:not less tna-203os it is the Duilaing o::ne•s responsibibt to provide adequate neat for at areas in the SiD 2� °® �' """'1'1"'L' I-'"'�� '-t` ADDRESS:5 INTERNATIONAL DRIVE•SUITE 1 14 for 2 hours or at 50psi in excess of the maximum pressure o.ii d,n protected D a-jet t oe sorinklei system and for all water filled Supply Die valves - c� f ~= OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:10573 \ C c 9. / ! PP P 5 iNOUSTRIAI PARK PLACE. IDDLETDI4N. T L54�7 M when the maximum pressure to be maintained is in excess o`151)s and system risers tog;type systems C =•= �••-====r'^'• SYSTEM TYPE:WET s 078,2 P:860.632.8053 F:860.632.8054 a 7 A quick opening device is required wrhen dry systen volume exceeds Ar-pressure shall be maintained on a dry type systems by an approved automatic air FGA \�Q ���� ~' DATE:03 27 2017 FIRE SPRINKLER CONTRACTOR CONTACT ROFESS\� 7 500 gallons per NFPA 13 compressor or plant air system soecif-calli approved to'and capable of automatically _ _- DESIGNER:CHRIS JUDO PHONE:186DI 398•502 WWW.MAC KFIRE.COM o NFPA 13D apoly as required is nia ping the recurred air oress.)•e C 7 AHJ:PORT CHESTER eFc. t] +• cl Tp-A.THIS SnEE':• Tc-A:TnIS Joe.• FIRE MARSHA, E-MAIL:CHRIS�MACKFIRE•COM _IC_N___ ET:F-4E2_ NA:__ 2_G74 FIELDWORK COMPLETED: June 23, 2022 FAD MAP REFERENCE: Subdivision Map of "Kingfield" F.M. No. 29210 filed August 30, 2018 Subject Lot:96 Known as 7 Jasmine Lane Town of Rye Tax ID: Section 129.025 Block 1 Lot 1.51 \ Q 0 �. _\ o Legend0 0 g 5 + AC— Air Conditioning Unit ©— Sewer Cleanou t N� cj 05 0 o cs' 3 CRW— Concrete Retaining Wall i1 0 'O G o ® — Curb Stop Water Service ®— Electric Box \ n 2 (0 _ Electric Manhole ® C) CDD Gas Valve X11, . �� �Ligh t Pole j ding , o— Telecommunication Box U ®— Transformer Pad O Water Valve cra N ) Area= 3,903 Sqw Ft. a t;�►ty �.._._.�. .�..�.. �.Q0 mn.. ce /�e D ) To date, no Title Report or Abstract of Title has i 3 O O c0 a been provided. This survey s subject to a cs� OCT 2 8 2uzz current, up to date Title Report. P a TRW 1$ VILLAGE F RYE BROOK Property corner monuments were not placed as a�_ �, _. �. BUILDING I� _: A�-.TMF part of this survey. x _ This map may not be used in connection with a "Survey Affidavit" or similar document, statement• As Built Survey or mechanism to obtain title insurance for any subsequent or future grantees. . . JasmineLane Unauthorized alteration or addition to a survey map bearing a Licensed Land Surveyor's seal is Unit 96 a violation of Section 7209, sub division 2, of the New York State Education Law. Prepared for According to NYSAPLS policy adopted January 23, Sun Homes, Inc. 1993, the alteration of survey maps by anyone other than the original preparer is misleading, Sihnte k? Ow confusing and not in the general welfare and benefit of the public. Licensed Land Surveyors To wn of Rye shall not alter survey maps, survey plans, or survey plats prepared by others. j Westchester Countm, New York N E S T r 200 Date: AAfy 28, 2022 11-:011101" ENGINEERING, SURVEYING GRAPHIC SCALE ' LANDSCAPE ARCHITECTURE, P. .C 01 20 40 3 Gorre t t P/a ce • Corm el, New York 10512 JEFFREY B. DeROSA, LS Phone (845) 225--9690 • Fox (845) 225-9717 AS-BUILT New York State License No. 050749 www.insfte—eng.com _ DOCUMENT Q 2021 In si to Engineering, Surveying 8c Landscape Architecture, P.C. All Rights Reserved. (IN FEET) 1622 7.200 1 inch = 20 ft. Lot Mops/Lot 96.d wg