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HomeMy WebLinkAboutBP21-007�i/� '' � � ' • � . • � ��r��/-I L/.. /.� � / .. � r, INSPECTION RECORD FOOTI N G FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAs L /�J SPRINKLER �/ >=L_tcTRlc C� L.CW-VOLT 0 ,ALARM A5 GUILT FIN/>L \ � � s ��. oil ��-� lU��,-�s�y frig � �-1-� �-oi3l �'� �-��� Mpa )ll/7,2Z - _ l� j��� ��sYr���-fie- ' t=c, I.�-�e� �/�� / j9/j7�22- OTFIER APPROVALS ARB r3G`T PB ZBA OTHER ,�� THIS BUILDING A9UST BE POSTED Wf@l A PER!�1ANENT CONSTRUC110N TYPE tDBdTIFiCAT10N SIGN; �' �� PRIOR TO TtiE ISSiPANCE OF A C/0, AS REZiU17ED 9Y PdY ST,�TE Lri4�l. FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT pS-8�1NAL SURVEY RECtUiREO PRIOR T4 FINAL. iNSPEC'[10N ec 1 �/�/ate FF VILLAGE OF RYE BROOK WESTCHESTER COTJNTY, NEW YORK NO: 22-176 Certificate of Occupaucp Eli is is to certify that SC kye POrfriet-13*' )-1-C_ of, Rvt: J3 V-00 V, N I having duly filed an application on lVnVeln,)J'j-� 20 ,-- q requesting a Certificate of Occupancy for the premises known as, / ( )-a' 3 f n Lal?e , Rye Brook,NY, located in a � � Zoning District and shown on the most current Tax Map as Section: Block: J Lot: /. 5 and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. , issued l 20 �1 , 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: , Construction: for the following purposes:- Chve tl , ,shed 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 SEPARATE APARTMENI 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 obtapaqd from the Bui mg Itspector. Assistant Building Inspector,Village of Rye Brook: Date: ' ( 2�- ( V . 19 40A Qnnftwlli m# 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: 1 Jasmine Lane,Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.45 This document certifies that the work done under Mechanical Permit #22-109 issued on 7/12/2022 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 tC�C4J yJ V L l7 . 19 404 amdumovi* 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: 1 Jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.45 Mechanical Permit#21-013 issued on 1/20/2021 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 For office u e onlN. NOV ' 2 2OZ2 BUILDING:�EPZ RTMENT PERMIT# -007 VILL'AWE OF RYE R OK ISSUED:z•- 10--�1/ VILLAGE OF RYE BROOK 38 KING STRElL'T'(KYE BROOK, YORK 10573 DATE: ,",...� I'.), BUILDING DEPARTMF_NT 914 9 -00� FEE: ,,IQ In/C}- PAIDq �r 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 rsrrpas+ta+s♦rw♦srparrwastssssssassp+sssssarrsssss+sr+ts♦ass+++aststsr+ratraasasasrrrr►st+wwtssuassw++ww+tsssa»ssrassss Address: I 'JhSrn{1.11� t t('�k� Wk '8100104 144 I05-73 1- I OZ Occupancy/Use: �kS Parcel ID#: I Zq •25' I - I 4S Zone: P lti� Owner: SC VNQ getl'4 Pff"( ko �d Ad ress: ? FW Si. 3Zt5 u P.E./R.A.or Contractor: Sknl 12$ �k11�GI.Uf'M(GIJI AC�,dr sus: �� u"WYkpcAt��a P er Wf► u Person in responsible charge: 1AA Ll. AN 014W L, Address: (Nh Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: W{ U I AM C I k 0(-- being duly swom,deposes and says that he/she resides at 31 K)WA k"U U8 n (Print Nance of:1 pflicaant) ( o.turd Street) S�Ft'r►� p 11 in ,in the County of Kki 1ZFl`L.-b 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 =1 4-4 for the construction or alteration of: XTUA,("kAb sI N h Ljk r-K(o f" 1)W 6L1.1.I1Jh W�1 J;�!!J 1S PU f) 3asr�vllc,�s�. 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 pen-nit 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-IO.A.of the Code of the Village of Rye Brook. Sworn to before me this �h Sworn to before me this �o� day of 20�� day o �b3lc2. , 20 ZZ Signature of Property Owner Signature of Applicant ,1 131�1 Print Name Name ofPro a Owner Sblic- tARNDT v Print "me of Applicant Property Notary Public-State of New ,c�< NO.OIAR6435014 Qualified in Putnam County My Commission Expires Jun 21, 2026 f Notary Public Notary Public QyE DRa? 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 C;1\ ' 1 y uJ1� DATE: PERMIT# `� '^''� ISSUED: 12 SECT: I2� -Z BLOCK: I LOT: LOCATION: C Jl yT' ► L_.� OCCUPANCY: -z " e ❑ VIOLATION NOTED THE WORK IS...X ACCEPTED ❑ REJECTED/REINSPECTION [ISITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS \ y ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION FINAL OTHER �E BRO 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 vi l L— — DATE: c:iZ PERMIT T Z.I ' �D:Z ISSUED: 7 Z 1 SECT: I Z i t7S BLOCK: LOT: '�S LOCATION: �� 'L w /`t't I �t�'J�-� l 1 L���Lr� 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 �� p ❑ NATURAL GAS �1/ I!� — S L ��� ✓�1 ❑ FUEL GAS ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ / ROSS CONNECTION FINAL ❑ OTHER Q�E 4RaP BUILDING DEPARTMENT BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS• L WA I=! �p� DATE: PERMIT [ �Z `- �G��/ ISSUED: SECT: BLOCK: LOT: LOCATION: !/C` ' OCCUPANCY:-Z: j 7 ❑ 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 BRCv�. o`` 2m 1932 BUILDING DEPARTMENT ❑BBUILDING INSPECTOR }:J ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - --- - - - -- ADDRESS : , N� �^"��� DATE: PERMIT# 1 O ISSUED: t� SECT:1 ✓ BLOCK: I LOT: ' LOCATION: � �� �"� \� OCCUPANCY: Zj y ❑ VIOLATION NOTED THE WORK IS... D/ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING INSULATION ❑ NATURAL GAS \ 1 w ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �QyE DRa? O Z� cu � l7 -c BUILDING DEPARTMENT ❑{BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK / ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : , L-Vl fA c DATE: 5 Vag ;),:Zz j PERMIT# Y, ISSUED: 1 ECT: S BLOCK: LOT: LOCATION: CAN 1 `� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... d 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 �\P,_ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL t ��X �} OTHER 1 I/1 0 a # O cn # U U *x cl" 'C7 CZ # y * a O cn c� cn M * O U u Cd 03 E� = Q Q O cnrj En Q F., cl a .� acaS � o u En 0-4 > � a 01 * co # CO O r # O U cn O O * cn E f4 O ^O O O BR�k• O�` tim cu � l7 1982•��O BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: \� ` J DATE: J PERMIT#L1 y:3Z ISSUED: SECT: BLOCK: LOT: LOCATION: 1G x`.� \1� ` "`� ^`, OCCUPANCY: ' ❑ VIOLATION NOTED THE WORK IS... u 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� cu � BUILD NAG INSPECTOR BUILDING DEPARTMENT ❑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 llf ' DATE: i I Z L PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: t-�co�;r- Ltzj' - !�q�I� 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 �L.{l r{� (,.L, ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER i+ E BRC��, 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR --aASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - �, �c ADDRESS : DATE' `J � PERMIT# ISSUED: ' 4CT: > 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 QyE BRC�v� o`` tim w � BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - 1- ADDRESS DATE: PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION ( _ REQUIRED ❑ FOOTING (4<, ` ❑ 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 P-- OTHER , �r QyE BR(�jk. t7 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 - - - - - - - - - - - - - - - - - - - - \ DATE: ADDRESS:- 1 _ N �C �`PERMIT# " ISSUED: V ? SECT: BLOCK: LOT: LOCATION: OCCUPANCY: 7 ❑ VIOLATION NOTED THE WORK IS... ,-❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION ✓ REQUIRED ❑- FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER _ \ �E 4Rcb, 1982• �o BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK '-;r❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - -- - - - - - - - - ADDRESS: `� `-- DATE: U? ' 2 - zaf? PERMIT# C ISSUED: I� SECT: BLOCK: ! LOT: f.. LOCATION: 1 ! OCCUPANCY: `0 ❑ VIOLATION NOTED THE WORK IS... .u ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING rlc�pSS NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING 1 e- ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BR(b w � !' BUILDING DEPAR rMENT P BUILDING INSPECTOR o 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: < ' ` t DATE: t o �^ l PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: G> n OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... �] ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑, FOUNDATION 11 UNDERGROUND PLUMBING NOTES ON INSPECTION: ,❑ ROUGH PLUMBING I❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�� 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 - - - - - - - - - =- - - - - - - - - INSPECTIONREPORT - - - - - - - - - - - - - - - -- - - - 1 \� ADDRESS • 12a DATE. PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: �}C �� �: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑/ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑- FOOTING DRAINAGE 't l FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER E f3RCvl y w 1962 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 - - - - - - - - - - - - - - - - - - - - I S� i N -7121d GZ ADDRESS: DATE: PERMIT# ISSUED: I SECT: �S�BLOCK: ! LOT: LOCATION: C ` f �.,�\ `` ' OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE _,@- FOUNDATION ' : I ` ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER I BRC�k. o tim BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - \ INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: , ? - DATE: z Vz4T-- PERMIT# ISSUED: SECT BLOCK: LOT: 1 LOCATION: ` OCCUPANCY: J ❑ 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 N N N N eq uj � a QLn tv t= ~ � Q o LA �_ c � C � > •^ i N � a o z o O U N N C a o N 700 � V) W �, ro,z z 010 R" z �a W CA o ? � g s W U � W U ZCAU cW7 o wj N P S cn v O W z aW). M x Ems- A O 0 Ca 0. � z �-, o �- z IC-+ 0.4 CA w x vdi J BUILDING DEPARTMENT SEP 12 2022 � VILLAGE OF RYE BROOK _ 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 BUILDING DEPARTMENT www.rvebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required n FOR OFFICE USE ONLY BP#: 21-007 _ EP#: �� Approval Date: S E P 1 9 Permit Fee: $ (t1 Approval Signature: Other: Application dated, 08-26-22 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: 1 Jasmine Lane SBL: 129.25-1-1 450 Zone: �v! D 2.Property Owner: _ RC Rye Brook Partners Address:5 InternatiOncai Drive Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address: PO Box 713 Rye, NY 10580 Lie.#: E-51 Phone#: Cell#: 914-760-5226 email: dfortino&enterpriseelec corn company Name: Enterprise Electrical Consulting —Add...: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for New House, Wiring for line voltage smoke detectors 5.3'Party Electrical Inspection Agency: S W I S STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: LI G:?�1LJ 1 iU7� being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the cc for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn to before me this Sworn to];pfbrq me s day of 120 day of 20 Signature of Property Owner Signature of Applicant Denis M. Fortino Print Name of Property Owner P ' Name of Applican A. Notary Public Notary Public SHARI MEULLO Notary Public,State of New York No.OIME6160063 Qualified In Westchester County6 /2022 Commission Expires January 29,20� STATEWIDE • CAI) Set-vke Willi liilegi-i�v 1080 Main Street,Fishkill, NY 12524 1 emoil:office@swisny.com JOB APPLICATION ;. 1 914.219.1062 • • swis Office Use Elect. Permit# /� /� Date Bldg Permit# Utility ID# C_ " Final Certificate# City/Village �/�oai zip Township County Address / Cross Street / Section Block Lott Owner Name/Address(If different than above) ZZ Contact Number ❑Basement ❑ 1 st FI. ❑2nd FI. ❑3rd 11. ❑More Than 3 FI. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters It Disconnect ❑Underground ❑New ❑Reconnect ❑Overhead ❑ Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information _ {4 IL) FsEP 12 2022 J VILLAGE OF RYE BROOK BUILDING DE-PARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# r Company Nam Z Date Signature Address O BCC-7 i3 City/State Ni Zip Code g , License# / Phone# State Wide Inspection Services 1080 Main Street Fishkill, NY 12524 a 845 202-7224 Phone 914-2194-219-1062 Fax STATE WIDE INSPECTION SERVICES Email: office@swisny.com Service With Integrity Website: www.swisny.com BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Enterprise Electric Corp. SC Rye Brook Partners LLC PO Box 713 1 Jasmine Lane Rye, NY 10580 Rye Brook, NY 10573 Located at: 1 Jasmine Lane, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP22-222 129.25 1.45 Certificate Number: 2022-7029 Building Permit Number: 21-007 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: 1 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 Quantitv Rating Circuit Type Receptacles 73 Switches 45 Luminaires 12 LV Under Cabinet 03 Recessed Luminaires 45 Range 01 Dishwasher 01 Exhaust Fan 01 Furnace 01 Electric Heater 01 Dimmers 17 Garage Disconnect 01 Meter 01 Water Heater 01 Name Quantity Rating Circuit Type HVAC System 01 Panel 01 42 GFCI 12 Smoke Detectors 03 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. y^ Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Page 2 Ln A N p N f1 .r N i V O p O h 77 Arm I y k ^ 3 •� F" A, W � '� tr) all N u 2 Q Z f = Q 04 a T�� � w Q 3s TT A Q W o ICI fy � Li. O� F• U °,�, � � 00 W z (:y z O Alita zq » m a � 00 y ONu CD Gzl z U 4 0 ^ I••� w d O Q MM F� L rr �3 z W a c H C7 z t g d V w z afiol� � BUILDING DEPARTMENT R CC� EWE VILLAGE OF RYE BROOK JUN 2 9 2021 ID 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 VILLAGE OF RYE BROOK www.ryebrook.org BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required —7 FOR OFFICE USE ONLY BI,# 2j_ 0 : [:P#: c� I — 15 l Approval Date: Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) ************************************************************************************************** Application dated,06-28-21 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. I.Address: 1 Jasmine Lane SBL: 129.25-1-1.450 Zone: PU D 2.Property owner: SC Rye Brook Partners,LLC Address: SC Rye Brook Partners, LLC Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address:PO Box 713 Rye, NY 10580 Lic.#:E-51 Phone#: 914-760-5226 Cell#: email: dfortino@enterpriseelec.com company Name: Enterprise Electrical Cons Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of ,20 day of , Signature of Property Owner Srgna re of Applicant Print Name of Property Owner t Name of Applicalat Notary Public Notary Public SHARI MELILLO Notary Public, State of New York No.01 ME6160063 Oualifled in Westchester County Commission Expires Januery 29.2023 3/21/19 Westchester Rockland Electrical Inspection Services, Inc. Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue s/ Fax- 914-347-3596 Elmsford, NY 10523 $ ` rBUILDING PERMIT NO. TEMP# DATE C GEI� ZIP_j TOWNSHIP "; COU STRE AND N I)5'JJ e / I� c..w POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION /� BL29K OCCUPANT'S NAME BUILDING OCCUPANCY !/ C.•��.L7C/ OWNER'S NAM D AQD$F.BS �j ^oo� » HOME TELEPHONE NUMBER CURRENT SUPPLIED Y r✓l!L FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EOUIPMENT 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 ,.v,FL. J U N 2-FL. VILLA M—GO 3'FL. REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: k ov6� 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 APPUCANT 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[] EYPOSED L] CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND L AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. J f�""E OF�O ANY ,' ` DATE OF APP CATION SIGNATUR=F 'Add TELEPHONE NO. 713 JZI ,9Q LICENSE NO.WHEN APPLICABLE i C = N o o o • ,,.:� a u \J c a W Tr lZ li � L 4Lr) H c A W w H � o v U ■ O W V a Uz Rr ;� I z W �H V) cz ON P z It u f V z A Q az w ,-q W a a "3, v w r> �1 PO Z OF_6 Z i W W PLO u. 0 W i. z .�. w Cq H g o z Z 0 U �I as a a ago w i � fl �)R R CC ENE C1v� BUIL ' DER: MENT - I DEC 2 9 2021 VIL E OF RYE Bk` OK 938 KIN 'cr RN,i- Bm' ,NY 10573 VILLAGE OF RYE BROOK (914)9 A) , 939-5801 BUILDING DEPARTMENT 'v7[ c.or PLUMBING PERMIT APPLICATION / FOR OFFICE USE ONLY BP#: q?, I-OD7 PP#: gyp?—/ Approval Date: /Permit Fee: $ D Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below. The applicant&property owner,by signing this document agree that said plumbing work wi I be in conformance with all ap able Federal,State,County and Local Codes.7� �� 1.Address: 1 �(�S t`n�t� `C��� �vS f v `� vrv�� 1 9 SBL: )—)A�� Zone: �C.« 2.Proposed Work: Q ter �� mi 1� 3.Property Owner: SC LLB- Address: Phone#: I►-A -ab% Cell #: email: '�dV60is0 Coc.D• (0-Y) . 4.Master Plumber: Address: (� Lic.#: a Le Phone#: fi2s3 —L(_kl Cell #: email: i rn}oQV1-e_6<b-_s y ?1u r? C&M Company Name: MPbQr,� &OCC"1 0-. 4f!j" COCA-M Address: 10(q IL{ \+hl r-5`T�_ a rt' �O('(�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 Ist Floor i 2nd Floor LA t 1 t 31 Floor 41 Floor 5t'Floor Exterior z 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) � . 3/21/19 STATE OF NEW YORK,COUNTY OF WESTCBESTER ) as: Pcia 1 142brcor_ / ,being duly swom,deposes and states that he/she is the applicant above named, (print name orindividual 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 'F)UJ L-Ar OADYl ✓ for the legal owner and is duly authorized to[Hake and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are taste 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 L r 20 day of ,20 on-O Signatu f erty Owner Signat—ure� lica Paul m-e—by-OL Print Name of Property Owner Print Name of Applicant NotaryPublic A Notary Pu ti Boyd Pubbe,State Of New York N0.01906166307 QWMW in meter County Commbdon Expim May 21,2W �oi3 This application must be properly completed in its entirety and must include the the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. WENDY J ABBAGLIATO NOTARY PUBLIC-STATE OF NEW YORK No.01AB6378708 Qualified In Orange County My Commission Expires 07-30-2022 -'- 32l/19 o 6! C a+ t u O `o t r - y 0.� a�. �•� 16 rr W � � Y ; � c, ,� � � rI•/��I 3m dot c c tn E A w � u W p O M W N g o y � � O c� •� RL aw Oil �..� 00lb E co 0 W W4 coo V o o o V 0 ra Z �� cr � E •3 U y rA W % ate+ O M � Jy 1 Q•. 1 Z/ IF/ /FQjyy 2 - c Yi W ,� 1Vrl (�1 Q 4 f• �y C>0 6 � �•�1 M 00 ~ 4ati W .rr .a ca u u i2 G 0-4 w Z � W � t••y L � Y. � •y � y r z O vi u G, W > T ~ p Z V O Q 6606 W A i.� o 0 u �I OC G. .a W C� fi Z vti � � �' �• y s s BUILDVW,,x-i* IRTMENT VILE E OF 11 OK 1ENO 938 KING 4 ET RYE H112ifd,NY 10573 V 19 M20 (914)9 6a 9 39-5801 VILLAGE OF RYE BROOK W++ BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY:Approval Date: J AN 1 9 102WP#: MP#:OCn —0/3 Application Fee:$ -75 Approval Signature: IW Permit Pees: Disapproved:_ Other: Application dated: S-3 j-13 is hereby made to the Building Inspector of the Village of Rye Hnwk NY liir the issuanu;ol'a Permit to install a Fin; Suppression System as per detailed statement described below. 1. Job Address: M6&,,.rc-L„c_ f?y��rmu�1Y Parcel I.D.: ygLg-AS--1- I,L.S Zone: -PUD 2. Proposed System(Describe system in detail including suppression agent): 13z 0i c i:4 kMr r- 3tx-<4c_m Eh�>Aho��F 1,t;\cj�rg 3. Number&'Types of Fire Sprinkler[leads:LA 4. N.Y State Construction Classification: 513 _ N.Y.State Use Classification:g� 5. Cost of Installation:$ l--%qpo (Cost shall include all labor.materials.fixed equipment.pmtessional ties.and materials and labor which may he donated gratis.) 6. Property Owner: VrOa 1L Qc ri r+ems_:, _Address:80 Phone# l F 1�$��+�a-5�a� Cell# - email: ----- Applicant:Mac-\�--}arc G4 alce:ti�r� -- - --Address:���MCWC Phone# GD�Q3at-g053 Cel I#(%C�Bqz- -email: Architect/f:ngineer.�. �/ ��\1��)art En, P_srjr�Address: 5QA Mw;n9trec_t 3C1� L, rT•M� Phone# d- oataq-\ta-+ -(mot-5a3- Sa�� Cell#---------- - ----- ---email: r�,1u��wan --- General Contractor: [ZQ�e�e 1�crr�cw�Co..,�r�Address:3 Phone# tF5 - o}Qp Cell# I email: 12.8.16 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COtJNTY OF WESI'CI II:S'1'1iR ) as: *�6 'LLr_ —WAC a ,being duly sworn,deposes and states that he/she is the applicant above named, (prii t 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 M a 1L Gr ,r W+:drisr% 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 befbre me this Sworn to betirre me this J/`," 7— day of , 20 day of '3t , 20 Signature of Property Owner Signa a of Applicant Print Name of Property Owner Print Name of Applicant Notary Public Notafy Public MICHAEL SILVA VOTAP I'PUBLIC MY COMMISSION EXPIRES OCT.31,2022 I�HIli V` M 0 w �N C P" 8 a. W a v JR 3 oOC W' x b = H � w ° � a•° � O rvF�TTli �W/ o <00 +� � � Q � N � w z � � � b ►-1 w A tA Ln 1 1 tI co � } 00 z o o o a ( � it z ,. a e � V 00 W z , LC z w a a' 0 z w o o H a., � cn o C , < O p w N F8 � � �L' ►�•r C7 A C7 A � N O z i a wL �i y :7 7) BUILD MENT VIL OF RYE OOK LU JUL 1 1 2022 11 VILLAGE OF BROOK 938 KMG ET RYE BROOK,NY 10573 BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERMIT#: .Inlo 6:�� 161 J 4 -066 8 Approval Date: HII P rmit Fee: V US. Approval Signature: Other: Disapproved: (fees are non-refundable) REOuIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: I 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=$1 00.00/unit- COMMERCIAL=$3 50.00/unit. 5. Inspection by the Building Department for removal and/or installation.(48 hour notice required) 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit& Plumbing Inspection. Application dated, c)­-) is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations. 1. Address: ASM, i) e- L o,C. e, e SBL: 'J :7%Aon 2. Property Owner: S , k Address: Phone#: Ccll 4: email: 3. Contractor: Te.4, t nm rt Address: PO 15c)I Phone#: D07-, — 123- 4 100 —Ccll#: email: 44e i 4. Applicant: ,we, Alrc 1 -0 Address: Phone#: _)03 , 39T -�-))_ 3 Cell#: email: 5. Scope of Work:New Installation •Replacement Removal Other 6. List Equipment: 6e 3 evi i ee 7. Location of Equipment: 8. Method of Installation/Removal(list all equipment needed to perform job): AlIT)1rs k Al I� Cfr I efoL #1, fill, —1 8/12/2021 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ?L4,r ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and fiuther states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the "r i'l L ( )- for the legal owner and is duly authorized to make and file this application. (indicate architect,contrac or,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 J w'1 14 day of 920 day of f ,20� Signature of Property Owner Signature pplicant ?�A1 141t11un Print Name of Property Owner Print Name f A is EBONY MARIE DESOLE Notary Public Notary Public-State of New York lic NO. 01DE6114262 Qualified in Ulster ou ty My Commission Expires �1 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. 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 Product Specifications HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSC Gas Furnace EA Up TO SELL • Up to 96%AFUE in upflow and horizontal positions, -- -- Up to 95%AFUE in downflow positions • Cabinet air leakage less than 2.0%at 1.0 in.W.C. and cabinet air leakage less than 1.4% at 0.5 in. W.0 when tested in accordance with ASHRAE standard 193 • Approved for Twinning applications (0601410 through 1202420) with accessory(order separately) • Approved for Manufactured Housing/Mobile Home applications job (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 pnotographs are only representable. • High temperature limit control prevents overheating Some product models may vary. • Direct ignition with Silicon Nitride ignitor • High quality,corrosion-resistant, prepainted steel cabinet . • EASIER TO INSTALL AND SERVICE • Direct vent(2-pipe), single-pipe venting or ventilated combustion Failure to follow this warning could result in personal injury, air death,and/or property damage. • 24 VAC humidifier terminal&electronic air cleaner terminal This furnace is not designed for use in recreation vehicles or • 35"(889mm)high,for ease of installation outdoors. This furnace is designed for use in manufactured • Simplified,factory installed internal condensate drain system (Mobile)homes when an optional Mobile Home accessory kit Is • Innovative knobs for easydoor removal and secure installed. Failure to follow this warning could result in personal injury, attachment death,and/or property damage. • Factory shipped for natural gas,with propane gas conversion kits available • Four position- upflow/downflow/horizontal (left/right) installation • At least twelve different venting configurations ENERGUIDE • Through the casing flue pipe for counterflow or horizontal applications with accessory (order separately) amulF.oils.nE*a.ty'AR E) • Concentric vent available T15 MODEL °Fq • Self diagnostics with super bright LED �] • Slide out heat exchanger and blower assembly LIMITED WARRANTY * 7r. 112% W% ri ��, • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration,an additional 5 year parts limited CERTIFIEDjot ILJOP CERTIFIED warranty * For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for Us•of e,a A Al CabfiaM TM Mat-ka,m a menulacfura.•paNCOmWn in[M pogrom For other applications. „d- go to wrw an.a�.anor,org Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) Upflow/Hz Downflow @.5 in.w.c.(125 Pa) Inches(Millimeters) Lbs(Kg) N9MSE0261408 40,000 96.0% 95.0"b 400-775 35 x 14- /1 x 2 -1/2(889 x 361 x 750) 120(54)— N9MSE0401410 40,000 96.0 95 0% 625-905 3 x 14 /1 x 1 (889 x 361 x 750) 123(55) N9 040171 40,000 96.0% 95.0% 650-1050 35 x 1 - x 29-1 889 x 445 x 750) 134 1 N9MSE0601410A 60.000 95. 9 0 6 5-1130 35 x 14 x 29-1 889 x 361 x 750) 127 N9MSE0601714A 60,000 96.0% 95.0% 650-14 0 35 x 1 -1 x -1 889 x 445 x 7957 144 N9MSE0801716A 80.000 96.0 95.0 810-16 x -1/2 x -1/2( 89 x 445 x 750) 154(69) N9MSE0802120A 80.000 96.0% 95.0% 1335-1970 35 x 21 x 29-1/2(889 x 533 x 750) 162(73 N9MSE1002114A 1 . 00 5. 915-1545 35 x 21 x -1/2(889 x 533 x 750) 169 76 NgMSE1002120A 00. 000 96.0% 95.0 1 W-2065 35 x 21 x -1 2(889 x 533 x 750) 169(76) N9MSE1202420A 1 120.000 96.0% 95.0% 1320- 10 x 4-1 x -1/ (889 x 622 x 186(84) 9 i 40-2420A 1 140,000 96.0% 1 94.4% 1290- 0 x 2 - x 889 x 522 x 190 6 specifications are subject to change WMout none. 44011 4403 05 12/3/18 NXA6 A`►��►® 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 Iwo- 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, ENERGY ST��, to • 5 year compressor limited warranty , Matched with appropriate 0w 00"o0fefft However prover mftgarst charge and proper w now we otacal ' ated • 5 year parts limited warranty (including compressor and to achieve r capacity and efnoer" b-A&iarm ofm6 prodiC aftouid to,low the rriarxtecturgrs refngerant coil) dwDng and air flow irstnchons. Failure to oortArm proper charge and awflow may rs,d"energy a 0nc y -With timely registration, an additional 5 year parts limited aid semen ea"prrier't ke warranty (including compressor and coil) * For owner occupied, residential applications only. See CERTIFIED warranty certificate for complete details and C ��, US #MU owed restrictions, including warranty for other applications. LISTED Use of the AHRI Certified TM Mark indicates a manufacturer s participation n the program.For verthcation of cartincshon for ndrwdual products, 9^tc-ahndrrectM.org Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship(Operating Number (tons) BTU/hr Ampacity or Breaker height x width x depth in. (mm) Weight lbs.(kg) NXA618GKA 1'. 18,000 11.8 20 28-11/16 x 25-3/4 x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 17.7 30 28-5/16 x 31-3/16 x 31-3/16 147/ 183 (719 x 792 x 792) (83/67) NXA630GKA 21.: 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,'r 42,000 23.6 40 39-1/8 x 35 x 35 254/213 (994 x 889 x 889) (115/96) NXA648GKA 4 48,000 26.1 40 39-1/8 x 35 x 35 317/264 (994 x 889 x 889) (144/ 120) NXA660GKB 5 60,000 32.4 50 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/ 127) Socci�catlons subject!o chanpc w-1 ou!not,cF 42111 620105 5/17/19 D �C� L�OML ,S C�leStel' Au6 10 2021 ID Nlcorn VILLAGE OF RYE BROOK BUILDING DEPARTMENT George Latimer County Executive Sh(J-hm.\,uhr.MI) l'unuui�:unnr f'HEeilth July 28, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13325-21-DCDA Application for Backflow Prevention Device Kingfield Development 1 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-BFlowCa-)-westchestergov.com . Respectfully, cx;) Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT/RB:pm cc: Jeff Dubois — SC Rye Brook Partners, LLC Frank McGlynn, Manager— Suez Water Michael Izzo, Bldg. Insp. — Rye Brook ✓ File REu;SE 001, RECYCLE Department of Health 25 Moore ANenue Mnuns Kisco.NY 10519 TelL-phone: (91 I)861-7,296 Pac (91 h`+13-1G91 NEW YORK STATE DEPARTMENT OF HEALTH CERTIFICATE OF APPROVAL FOR BACKFLOW PREVENTION DEVICES This approval is issued under the provisions of 10 NYCRR, Part 5, Section 5-1.31, and Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester County. _ I Log No. 13325-21-DCDA Facility: Kingfield Development City, Village, Town: County: 1 Jasmine Lane Rye Brook WESTCHESTER Owner's Mailing Address: Jeff Dubois SC Rye Brook Partners LLC 4 West Red Oak Lane-Suite 325 White Plains, NY 10604 Physical Location of Backflow Prevention Device(s): Dog House Description of Device(s): One 1 —2 inch Wilkins 950XLTDABF DCDA Water Supplier: Suez Water Name Designated Representative: Frank McGlynn. Mailing Address: Zip: 10801 2525 Palmer Avenue, Suite 3, New Rochelle, NY Conditions of Approval: A. THAT the device(s) shall be installed within 90 days, and that within 45 days of installation the attached New York State Department of Health Form DOH-1013 shall be completed and returned to the water supplier and the Westchester County Department of Health. B. THAT a certified backflow prevention device tester test the above backflow prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. . THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed 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 TPP STATE rMAKAISSIONER OF I-IEAI TI-I RV- DATE: July 28, 2021 Delroy Taylor, P.E. Assistant Commissioner VEti'/ORK 37grt JV4ATf i=-N-3F 4E--;,JH BUMU Empire lazw- w-i.gy'r7[Is.xlun Report on Teat and Maintenance Emoin Stab Plea�Coring 1'e..ar Rxm'�lC kUnv W 12237 of Backf ow Prevention Device Please L1SA a _Parait S' ' For dre year S2Cg _.___ flDfitt�f sect; ii®Y1C�_ t Initial H'a"[• :O—,.4ara-ntir4 -n ' �---' 4ntvuai'84� %)r!Gr9f9�3!•d)ry j P Rtmov-'. "Ic,C' y ff ( Lxabl7n 3r JeviaeFicilily Name �ri "V Stree+ Chy f Devitt ( fit`r Type RPZ Model Size Ciin inl:es) Serial Number Information I �" I k�n S OCV Chad Valve Ain,9 I Check Valve No,2 Dtlierontial Pressure Relied' Una Pyowure psi Valve Test Leaked Leaked Opened 3t Date psid X I i hair's CleseQdgi+t _ao5e9siiht-�- jOIU 3 (31 mpek Pressure JroD across first:heck valve Af D psid I i — DaOC1TD8 IeP�ls tiIFQ Repaired by Name used Lic>Y Date repaired: 717 3 F M D Y Det Firlalitest Closed tight Closed tight Opened at psid f4 Tt''l Pressure drop across first �(Q l�IMF 1 D Y check vstve,�.lo psid 3 '� Water Meter Number Meter Reeding Type of Service:(5' e) 9 Ddmrrstic -q Hre ) 9 Other IRamerka(Dascnbe defiaenoee:bypeWes,outlets before the device,connecliom between Me devi and point et entry,missing w ntadequate airgspe,arc.) I Certification.Trus device meets, does NUT moat,the requirements of an s ble con inrnent device at the cline of testing o;n_ I hereby cer*the Ibregg data to be cmmw;L Fnnt Name Certified Teeter No. nabne Ergiffatlun Gate owns (rQiie ent Met at lest was performed: /� C��' t � 'v t (Y/L�C Pnrg Nana Titleaig Telephone Ceration that indaRation is In accordance with the approved plane (io De tw tific mpi*W by the design engineer or amhheo or water auppNx.1 1 hereby certify Mod Wo anstallat;cri is w acuxdanre wtth the approved plans. Name Russell Palucci I Tme Engineer cab D 8 3 b Z;44 �,$UCH Ucanse Number 78721-1 Phone(845 )337 6ty40 / — RepresenUng e o�aCns, OnSO Ing Cnglneefs Cffi!Jil7a minor is Address 140 Princeton Drive City Shelton SteLe CT zip 06484 2 2022 9igneturE NOV11 oM oemP p0%b efe allFnetc neann per-wnl rwweS n:A:we ano One copy ro:AV water 4V� mottty orner aim+an:r wPPtlor mmceiately it device'atla t4%ar'.o'pairs cannon mmodtalWy no made. BUILDING DEPARTMENT 1 Jasmine Lane Rye Brook NY Tk 102 - 2015 IECC Energy D Efficiency Certificate NOV - z 2022 DD 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*actor SHGC Window 0.29 0.30 Door 0.30 0.30 CoolingHeating& Equipment Heating System: Hp;l#N9MSE1nn21aoA 95.5% Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Jobe Leonard Date: 2/19/19 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: 1 Jasmine Address: 1 Jasmine Rye Brook, NY Rye Brook, NY Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 2.69 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 4574-1 Jasmine Ln Rye Brook NY Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,342.8 (+/- 2.2%) Effective Leakage Area: 78.7 in Building Volume: 29,950.0 ft3 Enclosure Surface Area: 3,382.0 ft2 Coefficient (C): 116.7 (+/- 15.5%) Exponent (n): 0.624 (+/- 0.043) Correlation Coefficient: 0.99763 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 68 °F Post Indoor Temp: 68 °F 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 09:49:33 2000 • Depressurize — E o+ 1800 Y 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) Bldg_(Pa), Adj Bldg-(Ea) Fan (Pa)_ Flow (cfm). Config Baseline -1.9 -60.0 -61.1 -58.6 -71.3 1,522.2 Ring A -54.0 -55.2 -52.7 -61.8 1,420.0 Ring A -48.0 -51.0 -48.5 -54.4 1,333.8 Ring A -42.0 -45.0 -42.5 -45.9 1,227.8 Ring A -36.0 -35.1 -32.6 -32.2 1,032.9 Ring A -30.0 -34.2 -31.7 -30.7 1,009.8 Ring A -24.0 -23.7 -21.2 -196.0 829.5 Ring B -18.0 -21.5 -19.0 -153.7 735.3 Ring B Baseline -3.1 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6006 Calibration Date: 2020-07-01 Deviations from Standard: • The interval between building pressures is greater than 10 Pa. 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: INS— L,.&, SBL• Z`'l .Z� — l — Zone 0 i Use: 2 Const.Type: �— Other. Submittal Date: 1 2 Z L o Revisions Submittal Dates: Applicant: S G' _12 1= Zo a� Nature of Work C*va v-11, �''� N �bS✓ � Reviews:ZBA: J A N ��A �,gp.__PB. BOT: Other. ZIIQK ( ( ) FEES:Filing. 7iT BP: 1 Z1(o ,�� 2 � � C/O: ��z'�.' • �� ( ) ( a/APP: Dated: ✓ Notarized: ✓ SBL: ✓Truss I.D. Cross Connection: ✓ H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ) ( ) ENVIRO:Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan: Other. ( ) ( ) SURVEY:Dated Cure Archival Sealed Unacceptable LANS:Date StamEs Sealed Copies Electronic Other (v : Comp: Liability 1�/ Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated: N/A: (►,j� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. (� ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. PLUMBING Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. ( FIRE SUPPRESSION:Plans: / Permit: ✓ N/A: Other. (•� ( ) H.V.A.C.: Plans: Permit N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. (-� O 2020 NY State ECCC: N/A: Other. (� ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. ( )ARB mtg.date: approvaL• notes: ( )ZBA mtg.date: approval• notes: ( )PB mtg.date: approval• notes: AVFHOVLU REQUIRED EXISTING PROPOSED NOTES J A N 1 9 2021 Area: Date:— Circle: From Front: Sides: fir. Main Cov Accs.Cor. Ft.HS : S .HS : GFA: Tot!W: FG Imp: PP Height/Stories: notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: Property Owner&Contact Info: d Q S t NrZ Lb4 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 $15.00/$1,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sc Ft. • New Construction Cost • Building Permit Fee Basement= ?S sq. ft. x $65.00 = $ 't{�1 ,, l x$I5.00/$I,000.00= $ 1 3'7 , I o ° Pt Fl = t q 2-3 sq.ft. x $225.00= $ $I5.00/$I,000.00 = $ fo - 1� 2"d H. = Z' sq. ft. x $225.00 =$ x$I5.00/$I,000.00 = $ 3 5,65' 7-5— Attic= sq.ft. x $225.00 = $ x$I5.00/$I,000.00= $ + 101' Total Sq.Ft. = 392 (D c sq. ft. Total Cost= $ 7 4'7��6 S. Total B.P.Fee= $ t I t Z t 6D . ° Includes Attached Garage if Applicable. Total Amount Paid= $ Stf 4 Total Amount Due= $ Date: JAN 1 9 2021 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. is�:��:�;x:!:�:r;.:I:r,.3,:�:;�:�:�::!:�:�::}:�:y:�:>::k•;�:y;{: Z:�:�t:�::t: 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: 0E/j4,.J Subject Property: l_,Wmry C.a.n-e SBL: 1 �1 r I Zone: T?UD Please take notice that the subject; CY"One or Two Family; O Commercial, 14'New Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; [a Truss Type Construction(TT) C�'Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) in the following location(s); ❑ Floor Framing, including Girders &Beams(F) ❑ Roof Framing (R) Ca'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. Date 1_ -` Design Pr ona 11 Datc Prope Date Notary ubhc (7) TRISHA MARTINE NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-18-2023 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). PRODUCER CONTACT 61 NAME: Bon Risk Services Northeast, Inc. (866) 283-7122 FAX (800) 363-0105 y Boston MA office iA'C-No.Ex,): ABC.No.: � 53 State Street E-MAIL Suite 2201 ADDRESS: _ Boston MA 02109 USA INSURER(S)AFFORDMIG COVERAGE NAIL s INSURED INSURER Navigators Insurance Co 42307 SC Rye Brook Partners, LLC INSURERS Guideone National Insurance Company 14167 230 Park Ave.dew vork NY 10169 USA INSURER _ Starr indemnity & Liability company 38318 INSURER D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: 570082993250 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDfTIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limps shown are as requested RISR POLICY EFF LTR TYPE Of INSURANCE D POLICY NUMBER MMDDiyYYY) (TM'DO1YYyYl Lam B X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $5,000,000 CLAIMS-MADE OCCUR DAMAGE To HEN I LLI PREMISES Ea occu"encali S1001000 MEO EXP IAny one person) Excluded PERSONAL&ADV INJURY S5,000,000 GEN'L AGGREGATE LIMB APPLIES PER GENERAL AGGREGATE $5,000,000 POLICY M JE O- LOC PRODUCTSP/-COMP/OP AGG $5,000,000 OTHER n AUTOMOBLE LLAIMILITY COMBWED SINGLE LIMIT Ln ANY AUTO BODILY WURY(Per person) O Z OWNED SCHEDULED BODILY INJURY(Per rodent) d AUTOS ONLY AUTOS HIREDAUTOS NON-OWNED PROPERTVDAMAGE m ONLY AUTOS ONLY 'Per ateidenl O 6) C UMBRELLA LIAB OCCUR 1 057 693201 0 / 20 111U11,eUZ1 EACH OCCURRENCE L) X EXCESS LIAB CLAIMS-MADE AGGREGATE S5,000,0Gv DED RETENTION WORKERS COMPENSATION AND PER STATUTE I OTH- EMPLOYERS'LIABILITY Y I NFR ANY PROPRIETOR PARTNER EXECUTIVE - E.L.EACH ACCIDENT OFFICERI/EMBER EXCLUDED'+ N!A - (VAndetory In I" E.L.DISEASE-EA EMPLOYEE N yyeess,daaabe under DESCRIPTION OF 2 RATIDNS bebw JELDIISEASEPOILICYLIksT DESCRIPTION OF OPERATIONS LOCATIONS VEHICLES(ACORD 101.Addltwnal Remarks Schedule may be attached 11 more apace Is required) T� 5• fla, CERTIFICATE HOLDER CANCELLATION SHCULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE _ EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WT`H THE t POLICY PROVISIONS. village of Rye Brook AUTHORIZED REPRESENTATIVE 938 King Street Rye Brook NY 10573 USA c]GFOft �(��cJ6tt�d c/IOEf/AA�74 �/sJG —� (c)1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Certificate of Attestation of Exemption from New York State Workers' Compensation and/or Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Appplying For: (Legal Entity Name and Address): Buildingl'ermit SC Rye Brook Per LLC 1100 King St Ste 114 From:The Village of Rye Brook NY 14 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 taste,that 1 have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that 1 understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN HERE Signature: ,i Date: '. /-7.2oZO ..E1<eM"on c to Number f.a I� a ve d 24 Ma. 020 NYS Wer,. . nation Board CE-200 0112018 '4� ��(M� 'CERTIFICATE OF LIABILITY INSURANCE o4n3r2o2o THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAMEO CLIENT CONTACT CENTER FEDERATED MUTUAL INSURANCE COMPANY HOME OFFICE: P.O.BOX 328 A CNNo EXt:888-333-4949 FAX l :507-446-4664 OWATONNA, MN 55060 AIL ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURERS AFFORDING COVERAGE NAIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B:FEDERATED RESERVE INSURANCE COMPANY 16024 MACK FIRE PROTECTION INC INSURER C: 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:466 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 RENTED CLAIMS-MADE �OCCUR DAMPRE MI E TO ES E a o, rrrence $100,000 MED EXP(Any one person) $10,000 B N N 6042334 05/11/2020 05/11/2021 PERSONAL B ADV INJURY $1,000,000 O N'L AGGR$QA E LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO- X POLICY JECT ❑LOC PRODUCTS-COMPIOP AGO $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000 DOD dent 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 AUTOS ONLY PROPERTY DAMAGE P r cci n X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $10,000,000 B EXCESS LIAB CLAIMS-MADE N N 6042337 05/11/2020 05/11/2021 AGGREGATE $10,000,000 DED I I RETENTION WORKERS COMPENSATION OTH- AND EMPLOYERS'LIABILITY Y/N X PER STATUTE ER ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICER/MEMBER EXCLUDED? NIA N 6042338 05/11/2020 05/11/2021 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1,000,000 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. AUTHORIZED REPRESENTATIVE l/t O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) 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 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"1a" Rye Brook NY 10573-1226 6042338 3c Policy effective period 0 511 1/20 2 0 to 05/11/2021 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) QX 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,3 on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box "3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. Th s certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that 1 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: JZ" — Q• -' 04/13/2020 (Signature) (Date) Title: Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier: 888-333-4949 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105-2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www wcb.ny.gov `L �� CERTIFICATE OF LIABILITY INSURANCE DATFIMMIDD/YYYY) z/1/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER OTT AGENCY NAME PHONE EXt (845) 895-8873 PO Box 659 ac No) Wallkill, NY 12589 ADDRESS ottins2001@yahoo.com INSURER(S) AFFORDING COVERAGE NAICM _ 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 CLAIMS INSR LTR TYPE OF INSURANCE INSD wvo POLICY NUMBER MM/DD/YYYV) (MM1DDfY11 LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE s 11000,000 CLAIMSMADE �OCCUR PREMISES Ea occurrence $ 5001000 A X X MPU7919F 1/21/2022 1/21/2023 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY❑ PRO- (� JECT L] LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER AUTOMOBILE LIABILITY Ea acadenn $ 1,000,000 ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED B1U7919F 1/21/2022 1/21/2023 AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ x HIRED NON-OWNED AUTOS ONLY X AUTOS ONLY PROPERTY DAMAGE Per accident) $ $ X UMBRELLA LIAB X OCCUR B EXCESS LIAB CUU7919F 1/21/2022 1/21/2023 EACH OCCURRENCE $ 5,000,000 CLAIMS-MADE AGGREGATE $ 5,0 0 0,0 0 o DED RETENTIONS WORKERS COMPENSATION _ AND EMPLOYERS'LIABILITY STATUTE ER ANv PROPRIETORIPARTNER/EXECUTIVE Y N WCU7919F 1/21/2022 1/21/2023 $ B OFFICER/MEMBER EXCLUDED ❑ NIA E L EACH ACCIDENT 1,000,000 (f yes e5Ory In NHI eu E L DISEASE-EA EMPLOYE $ 1,000,000 If yes describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 1 ,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101.Additional Remarks Schedule,may be aaached if more space is required) CERTIFICATE HOLDER CANCELLATION VILLAGE OF RYE BROOK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 938 KING STREET ACCORDANCE WITH THE POLICY PROVISIONS RYE BROOK, NY 10573 AUTHORIZED REPRESENT TIVE ©1988-2015 ACORD CORPORATION. All rights reserved ACORD25(2016/03) The ACORD name and logo are registered marks of ACORD YORK Workers' CERTIFICATE OF STATE Compensation NYS Board WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b. Business Telephone Number of Insured 203-223-6700 TOTAL COMFORT INC PO BOX 359 1c.NYS Unemployment Insurance Employer Registration Number of 7 OHARA RD Insured MILTON,NY 12547 Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State.i.e.,a Wrap-Up Policy) 1d. Federal Employer Identification Number of Insured or Social Security Number 141829022 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NATIONAL GRANGE VILLAGE OF RYE BROOK 3b.Policy Number of Entity Listed in Box"1a" 938 KING STREET WCU7919F RYE BROOK,NY 10573 3c.Policy effective period mnvgngg to nvw?ms 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"la"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: WILLIAM C OTT (Print name,of authorized representative or licensed agent of insurance carrier) Approved by: (��✓L �c-�'� ,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 KIN FIEL EVELOPMENT CLUSTER "YY" FILE COPY INTERNATIONAL DRIVE RYE BROOK, NEW YORK AS-BUILT/FINAL SURVEY SC RYE BROOK PARTNERS, LLC REQUIRED PRIOR TOFINAL INSPECTION 5 International Drive, Suite 114 Rye Brook, NY 10573 NYS Uniform Fire Prevention & Uniform Building Code: 2020 Building Code of New York State 2020 Residential Code of New York State 2020 Fire Code of New York State 2020 Energy Conservation Code of New York State i 2020 Plumbing Code of New York State 2020 Mechanical Code of New York State 2020 Fuel Gas Code of New York State a�tF7 2020 National Electrical Code14 I n 2017 ICC 117.1 Accessible 8 Usable Building and Facilities U�� ❑ ❑ � a � � ❑ ❑ ❑ ❑ Project Criteria: Use crop: R-z 5 JASMINE LANE 3 JASMINE LANE 1 JASMINE LANE Construction Type: 56 Area: 70,274 sq.ft. Volume: 90,147 cu.ft. FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT THi;i B@lfLDlNc:;MrJ^s'r Rc POSTEt) df---00 YtirlTgdA i�rR±eiF;hic�d`�;;t?NiSi'RU€;f10N PERMIT# 7 Thurston Avenue Structural Consultant TYPE IDENTIFICATION SIGN; Newport, RI 02840 Camera/O'neill Engineers $BL#117 Black Point Lane V DATE APP 0'JE JAN 1,�L2021 � �C IE � V �/� CordtsenDesign.com IE Portsmouth, RI 02871 FR 401.619.4689 17) MEPBP Consultant PRIOR TO THE ISSUANCE OF A C/01 -momDEC - 2 2020 R.W.Sullivan Engineering AS REQUIRED BY�.17 STATE LAW. BUILDING INS ECTO e of Rye Brook.NY IL 529 Main street#203 - VILLAGE OF RYE BROOK C O R D T S E N Boston, MA 02129 DESIGN BUILDING DEPARTMENT ARCHITECTURE fLl 313.17 G 312.42 G311.25 G311.83 FL 1 307.67 G 306.92 52 55 fll 297.17 FL1 301.67 G 300.92 G 305.75 G 306.33 G 53 C 1 FLI 292.67 FLI 294.67 G 296.42 G 299.75 G 300.33 57 C2 A SIGNAGE FL1 291 67 W/O G 293.33 58 56 C 1 23 25 Xl- SALES OFFICE tX2-SALES PARKING G 29�2 G 291.92 61 . 59 C 1 C2 1 21 X3-SALES PARKING-► 62 A 17 19 CLUSTER w X4-SALES PARKING F GDR C2 15 X5-SALES PARKING 64 11 13 X6-DO NOT ENTER R q CLUSTER X y(3 o u X7-DO NOT ENTER BR D L 5 7 CLUSTER Y > C P 10 3 LANE oWv _ CLUSTERZ YSUCKLE " F19YLO 0�� o� �� 1 CLUSTER AA N O N E r 33 FLI 313.17 V = CLUSTER 66 Z R 32 G 312.42 C � 17 � ^Z 5 CLUSTER C O FLI 305.67 Z < U gate to be c 15 G 304.92 locked at all hainli k to times r `^ 15 ZL 31 FL1312.17 22 cv+ m c choinlink t70 ence r gate 0 27 79 FLI 294.67 51 BR D � 13 YR O G 311.42 G.V G 293.33 20 N H, BL F 1 5.67 FL1V293.67 O B R 92 13 C 2 49 G 305.92 M C) 11 Z L 29 1 I/O Z FL 31.17 G 292.92 O C 1 20 - m 9 Z R 28 G 310.42 d 46 48 FL 1 306.67 > r 25 81 G 294.33 r G 305.92 r N C 2 305.92 C1 O _ 1 1 A .. > m m c 7 YL 27 FL1310.17 fLl 294.67 DR A ; m 70 z W/O 18 OO `^ n 82 FLI 295.67 1 306.67 A t8 r G 305.92 � G 309.42 G 293.92 84 ; rc, 23 A G 294.33 305.92 45 `^ y C 1 47 � 5 Z R 26 z n Z m 9 N m Z 305.92 C 2 m r Z C 1 G 294.92 ?, v 44 16 25 FL 309.17 FL 295.67 DR C � 83 o n 3 G 308.42 N Z w/O 86 16 O Z 21 y, 7 43 G 3oa.a2 S 1 YR z4 � G 294.92 m o C 2 N m 14 note: w FL 1 296.67 � 40 A 42 FL 1 305.)7 maintain entire length of c19 G 295.92 co C 1 n 5 G 304.42 international drive free FL 1 296.17 m B L fl r from dirt a debris at all W/O 87 B L l a A 85 304.92 N �°�1 G 295.42 O 12 ,mo A i G 303.83 times /oc� e+`\ore Z O 1305.67 A C f J• n 304.33 39 O C 1 41 note: �°c �`ce 00 J 0 r NO TRESPASSING bOc \``0 §N CL N 91 rn 8 G 297.42 3 C`� signs on all gotes �0 .0 c`° FLI V2977.67 O D R 12 17 C 2 C 2 10 4 G6y r° c ciao NOTE: LLJ a.33 38 sales FF 306.50 O / �5` �.� FOR DIAGRAMMATIC PURPOSES 00 G 296.92 FLl 298 17 parking GSF �`A Does ONLY. REFER TO CIVIL N 89 L 297..) DRAWINGS FOR ALL RELATED _ L" C n S A G SITE WORK. Q C3 t) I /��, directional V Q BL p m �� const.sign LEGEND: V) F L 1 298.17 j0 'O A- "A"UNIT H- E W/O 92 10 G N C 1 G 297.42 37 BL 8 ''° 1 XI BR-'B RIGHT'UNIT U O G 297.42 90 FL 303.67 O BL-'B LEFT"UNIT L1J 1-_ G 2.92 (� 13 F CI- 'C'UNIT,MASTER UP Z F- Z Z C2-'C'UNIT,MASTER DOWN O _ s. 6 y DR-"D RIGHT"UNIT L 94 G 296.42 �� o, 'F DL-'D LEFT'UNIT a__ U (� 8` FF 302.50 G 302.42 YR-'Y RIGHT'UNIT w 93 DR 8 0�. co Lij C 1 �Gs YL-'Y LEFT'UNIT U Q Q FLI 298.17 11L11)C2 � '0io 36 fF.p O FLI 303.17 ZR-'Z RIGHT'UNIT W U Q _ W/O FLI 297.17 0 4 O ZL-"Z LEFT"UNIT N G 297.42 ^95 G 296.42 ono 301.42 A +stop sign C 1 G 302.42 W/O-WALKOUT 6 /`1 27 2 O 97 C 1 lGs,, 9 G 295.83 FL 1 302.17 35 C 2 2 +stop sign flag man+ 2 G 302.a2 G F G 300.83 A G 296.42 4 ���� z C 1 96 34 © L��O �,� 2S C 1 O FLI 302.67 A 7 G 300.83 18 C` F,� GT".ep 7 G 301.92 Fl.1 297.17 98 z! 100 G 293.42 ® `/ %/ 1 23 O ` G 295.83 C 2 2 F +stop si O C 1 PB ti� Z } 99 5 C 2 FL G 293.412 © 4 16 B L -Ile! if A 21 2 - 4D Z 101 G 302.42 C! - G 295.83 A G 292.83 O C 2 14 Gfl��C I I G 300.92 1 O 3 FLI 303.17 C!G 102 G 302.42 O 12 19 C 1 FLI 301.67 i Q sr�p C 1 O cGe O G 300.92 = 0 3 16•x50' e G 302.42 lGJ 12 a /1 C 1 rF� anti-tracking I �c VJ G 289.42 pod Gr°\`c O8 10 O C 17 A G 300.33 > Z UJ FL 1 W 103 cG� G 301.92 A F C 1O 13 Q �[ V29O0 17 gate �.��e G 289.83 post$soil fence 9 F = ,^ 0 C 1 ce FLI 302.67 8 / G 289.a2 8 15 v or 78 FL 1 291.17 G 301.33 C 2 = V 0 G 288.83 104 G 289.83 e ^` O A gate for construction C 1 10 14 G 298.42 m m 6 entrance 8,exit to be O FL 1 288.67 105 ,��, 15 77 G 289.83 W/O C 2 4R unlocked&open during 13 g G 287.92 l.• JS� construction activity only. 13 A FL 1 291.67 C 1 FL 1 299.17 : U G: at all other times this gate 76 G 290.92 _ 109 4 C 1 15 G 298.42 must be closed 8 locked O A D L IGSIF'P(-r 1 1 72 G 291.83 C'q- BL FL 1 293.17 1 1 97 J 0. G 2 .83 2 �94 O P 7 70 G 291.83 ��L1294.67 C I 16 f G�JS� G JS���PP C 2 blacktop CC 9 C 1 69 G 292.42 G 293.92 o°tea 9 AkAk & S 106 uIrt // 7 A O 66 lavender lane to J A 107 G 289.42 P R/ C 1 be paved 2nd 17 M 5 G 297.83 R week of 9/20 7 C 2 FL 1 290.17 0 S F BR z C,G 3 C 1 W/O /q CLUSTER 3 FL1 299.17 t- J51��G 108 G 289.42 12 C(uSTER✓✓ N F GG I 5 A I S G 297.83 G� G 288.83 C 1 10 CLUSTER EE ZO G 298.42 : DR 75 A e CLUSTER yh O 19 C 1 C2 6 CIUSr"R fp 6 7 , 1 1 10 FLI 288.67 G 290.33 CLUSTER DD Z 3 . 21 C 1 FL 1 299.67 W/O FLI 291.67 73 G 20 G 298.92 � G 287.92 W/O B R 4 2 G 298.42 G 290.92 G 290.92 71 4 DR D L A O FL1299.17 22 � I FL1293.67 BR W/o W/O 67 65 G 298.42 C2 G 292.92 2 'x FL 1 294.67 23 W/o FL 1V2�O5 67 G 298.42 G 293.92 G 294.92 UNIT Q MD LEFT UNIT A UNIT GI MU RIGHT CAMERA-O'NEILL 36'-l' CONSULTING ENGINEERS I'-1• PROVIDE 05 BARS AT 24'O.C. Structural Engineering•Design ss7 Black Pant Lane VERTICALLY!HORIZONTALLY � Portsmouth,Black Point L ne 1'-4' I CENTERED ON WALL.PROVIDE ( Genera/O Na®1 124 THICK GONG.FT6. 402 578 2983 Ccnp,hr+q Eiq�n•ars b'-10' 12'�' 12'-4' INTO.RE TO REINF.IN 8'5 BARS• MATCH VERT.REIfNF. 12'OL.E.K BOT. 4 IS'�K' of NEW r 50.1 �P� V. 9,f I y F COORDINATE GONG.FT6.REINF.W/84 CONG.FT6.REINF.W/04 W-4' WATERPROOFING ■ AND DRAINAGE MV BARS•12'OL.EJ'L,80T. _ C r BARS•12 OL.EJ•L,BOT. - ARGHL DWIG5. tin _ Z Z 4a E o- 12'THIGKGONG.FT6. ° I I O -------- --- lS' Z`\�'_: 2 W�� o� CIA REINF.2 OL. 1"1K BOT. L---J I I L---J I I - i PROVIDE!INSTALL 1'-4' u(" 09�1 E a`G��\ G W V c oc O1 --- 10"VIA.RFINFORGED :- b SONOTUBE PIER,TYP. 5' SIW50N ADA4 OR ABUbb Sipr` °�G"' o ra $'o 50.1 (BDF.MIN.3'-6' y I TD.WALL I STANDOFF BASE!FASTEN 1,�. 4 1'-4' 1_:` U x [COORD.WV ` A 44) (B.OF.-10'-109 8°-OM�GRADE) I ARCHt] i ;,, To EPDXIED,WV E VIA_ -- -- ------------- _ ------- 1 sb-I ,- I ;p EPDXIED THREADED � 12'3 •I V ,"z o _ - --------- •--------- ---- AN6HOR ROD(b EMBED) 2'-36 U f coORD.W/ARr,Ht I r-�• s'-b• GONG.FT&.REINF.W/•4 FT&RPINF.W/064 Q Ir------ ---- -----_-- ---- ------------ --- L 4 J BARS 12'OL.EJ•L,BOT� BARS•12'OL.EJr4,80T. -1 I - TD.WALL T•gE/vi PROVIDE!INSTALL BEAM 1 - POCKET AND P.T.BEARING iU ' - _, 12'THICK GONG.FTC. [-0'-5147 - POCKET PLATE TO ACCOMMODATE I-i I --- --- _--- I - L-- J L--- - = REINF.WI/115 Bags• • [-I'-6I4'] BEAM.PROTECT 4 L- -J 12'OL.E!•4.,BOT. I ;o UNTREATED LIN-I ER MOTH I 1 O TO.WALL O WINDOW I I -Q YSOI ac 3'-2' 3'-2' �2' 10 DIA.REItNFORC®T,O.WALL T O.WALL•WINDOW BUILDING FELT,TYP. 1 p [GOORD. ARCHL] TD.WALLI SONOTIJBE PIER,TYP. 50.1 [COORD W/ (COORD.W/ARCH'L] 4• I .• I 5' S' (BOP.MIN 3'�i'BELOW I ARLHL) Cgyr---� -- - ---- - -- ------ -- ------------------------ - ------- --- 1 ( I U- (-0-5141 i L-- 6RADE) DEAF.-10'-10•] I - - COORDINATE I 35• r e r - . I I WATERPROOFING I I TD.WALL 1 PROVIDE•4x4b• -- ---- ----- - -------- --- , I AND DRAINAGE W/ I I IA6CINAL REBAR [130F.-10'-l0'] 1 r ------ ----- -------- --------� aRLHt DWN65. �E -J L- i 1 I AT RE-ENTRANT I ---- I I I SLAB CORNERS. T.O.WALL ri I I ADJACENT TD. T.D.WALL UNIT U) BEAM PROM 85 BARS AT 24.OL. I I Ib'-IOC' 3'-dS' 14'-IIIG' 1 I T.O.5LA13 [-O-5Y4'] 4 I 1 FOUNDATION POCKET I I VERTIG Y!HORIZONTALLY I ELEV.�'{�' T.O.WALL- 4 . G ON WALL.PROVIDE I •' = 1 I O (-2 3Y47 �!�' T.O.WALL O WINDOW I TD.WALL • 05 INTO FT6.TO MATCH ' (coo�. j ,;-I I lo'WELL (cooRD.My ARCHt] I [COORD.My i VERT.REINF. ARLHI-1 I j I ADEBSE PLAAT� i -f: I 50.1 SLAB DETAIL Oi I'-10'FT& 'SPRINGFIE D'CAP� - COORDINATE I tii 4 , WATERPROOFING Z I AT ALL COLUMNS,TYP. � I I BASE PATHS AT ALL 1 1 AND DRAINAGE ME/ 1 .' I 34 0 I s• LALLY GOU1Ml'TYP. , q I I 1 34 ARCH OWss. I I 4 NORMAL WT.GONG. I �I - I I 50.1 ILU I I I I I rt�i SEE DETAIL �- I -- --- PROVIDE!I TALL)4' L- J I ,(e I SOS ; I 5 •.• r PROVIDE 85 BARS AT 24'O . I PROVIDE!INSTALL)4 GAP AND 50.1 I I I-10 12 I 1 T.D.WALL BASE PLATES AT ALL H% x I I O VERTICALLY!HORIZONTALL BASE AT ALLI GAP 3'-l!L' 14'-10X' I I [-0--'J COLLII 6,TYP.BASE PLATES T I p CENTERED ON WALL. Q • I LALLY ,TYP. r -, ( I I t I SHALL SHOP ORAMUN65 -- T.O.WALL 1 1'. 05 DIES INTO FIG.TO RT.REINF. L GH C*1 1 10'W4ALL I I I f - -, P0 BEAMOCKET I� O 1 Io•WALL I 14• r-lo'FTC. '�'. I 1 I I I - Z r TD.SLAB - 1'-10'FTC. I I , _ 1 •�' I I I I-r bI'4`I 1 Q L - @J I I r THICKENED SLAB, I i tLEv. 1 Ib'ox• 1 i b•Mv+l1 I I Q- ., I�SEE DETAIL 1 I I I i T.O.D.SLAB I I I SLAB DETAIL y 1 1 I Z I ELEV.-1-6 3 I --- I 50.1 1 [BOP.MIN T 501 I I 1 1 I { I I I TYP I I 4•NORMAL WT.GONG. I 13'�•BELOW O SLAB DETAIL I ° I I I T.O.WALL i GRADE) -Q I 1 I PROVIDE+4x4b' I I 3 I I •BEAM POCKET SEE DETAIL I I I Q � E 1 50.1 DIAGONAL REBAJZ I I 50.1 TD.WALL 1 J-I'N5I49 T � I 0 O AT RE-ENTRANT i I I (-0'�5►4'� I TYP O I -- Z Z i I SLAB CORNERS. I 4 I I PROVIDE ELEVATOR PT 3 I • 1 � � I c I I .sly W/ �-0 t I PROVIDE C.ONT.�4 � N O I 4'NORMAL W.GONG. TD.WALL T.O.WALL I I I I EL.EV TOR OPTION I FOR ELEVATOR OPTION 50.1 I 2'-5K' CENTERED AT TOP OF Z Q Q Z •BEAM § 1 IN ARCH. AND GONTINUOU5 2x3 0 LL- TSEE DETAIL PST _ (-0'-SYih i I I (-0'�►LL I TD.WALL i I SHEAR KEY AT WALL p -- [--4' 4 --J I 20'-2' I I •BEAM POCKET I I _---- ---- -- I __ , I 12 THICKcoNG.FT6. � ' I ' i i -10' 1 REINF.W/•4 BARS e U -j w WALL ,.r'.. I ° I (-I�14'] I T.O.WALL I OEM 0 BEAM1 12'OL.EA,BOT. eD w Q Q PROVIDE!INSTALL BEAM I [ 4� I --- ----- -_- -- --- ---(E30.F._IO'-10' - I- I TD. =a I 50.1 TD.WALL I POCKET I Q cUn 0 POCKET AND P.T.BEARING PLATE I I I r -- - -- 1 t- - - - -- ---- • 1 Q b • AS REQUIRED TO ACCOMMODATE I I PROVIDE!INSTALL b I .' ' 1 Y? 50.1 POCKET L BEAM.PROTECT UNTREATED 1 I _I C - [-1'�'4'] I I LUMBER WITH BUILDING FELT I ' I O BEAR POCKET AND P.T. 50,1 -_--- - ---- -------- 1 [ � A tI PIT � _ 1' � PROVIDE•4x48' I PROVIDE(4)•4 VERT. o I -I i BEARING PLATE TO SIM � .I -� -� L EEJ'V. IO�i SIM - [-�V.'� I�OF_10'-10� ---- AT���� I 1 -PROTECT - BARS AT PIER aGcore•+oDarE BEAM. i^, SIM I I I -1 F- 1 j LUMBER WITH EVENT OF 5EPARA SLAB CORNERS. - - ° I t4 I BUILDING IN THE TE I I'4 5 � I I I Y •,•• _,• � .. •,,.. I I �-, -, U. Q I FELT POURS PROVIDE!INSTALL 05 I •r O I 1 I x 30'LONG DOWELS•12.OL. I I T 50.1 O I I 10'WALL I •I' [BDF. 11'-10'] VERT.DRII 1 !EPDXIED INTO 1 I q I I I YN/ ATOR PROVIDE!INSTALL I HALL I' ' I I0 BEAM I I 50.1 1 FDN.W/b'EMBED. I m I '. I I'-10'FT6. FT6.STEPS IN BEAM POCKET Arm P.T. I 1 PST 12'THICK GONG.FT6. BEARING PLATE TO I I I I'-0'I 1 I y I 1 :• 50.1 I 1`+ I SLAB DETAIL ( FT6.S My ELEVATOR OPTION ' REINF.W/•4 BARS• I I SIM 10'WALL I I (-1'�'4') I I 4 ♦-- 12'OL.E.K,BOT. I I I I 50.1 I ' I EL.EVa OPTION ACZOMMODATE BEAM. I I I , , I I I I SLAB DETAIL I • I SIM TD.WALL I PROTECT UNTREATED 1 I I za t- * C 2'-''1 I : i 50.1 1'-10'FT&. I ,j I V I b •BEAM (`. I La-VER WITH BUILDING I I I � I I'-�• I ; 1 b'WALL (BOP.MIN 3'�i' I 1 4'NORMAL WT.C.ONG.� POCKET I FELT,TYP. BELOW GRADFa -- I I I I I I 50 [-p�y4� I I SLAB DETAIL I I i I I 1' > O -0 FT 10'WALL 1 I 4'NORMAL WT.CONG.A I I ~EH SEE DETAIL PROVIDE!INSTALL b'WALL I ( I I t7S ` BEAM POCKET AND P.T. T I Q I I'-10'FT6. SEE DETAIL I I BEARING PLATE I 1 T WALL O I I 5 i ACCOMMODATE I ''• t-EH _O ^` I 1 3 ( 4- I PROTECT UNTREATED ( 1 o Q I i 4 NORMAL WT.GONG. SIM 50.1 I I - --- J i ^` W L^ I 1 I 1 T.O.SLAB LUPBEit WITH BUILDING i b [-1' 49 g I SEE DETAIL I 1 10'WALL I I PROVIDE(4)04 VERT. W I I I ELEV.-I-0• I 5O� I i TE.0�5LAB • FAT i I 1 I 4 I I I'-10'MI6. I I BARS AT PIER I I T.O.WALL I 6ARA6E DOORS E� 6ARA6E DOORS T.O.KALL I - 1 I " W • (COORD.W/ I I i I `� (-0'-5►4'l i I I I T.O.SLAB I ARLHt] I D I I TD.WALL I ELEV. 1-0• PROVIDE .04 T.O.WALL TD. I 1 EL 1 I IN THE EVENT OF SEPARATE - 1 I-0•�.47 I 1 I 6ARA6E DOORS D I r/� O ENTERED AT T OF WALL I ' [-0'�1'4'l WALL I ,PROVIDE!INSTALL 05 1 iD I - I 50.1 v ' O C.ONTINUOUr 2x3 I [-0'-5N41 1 I - I x 300 LONG DOWELS•12'OL. I :' ( 1 •' I I _� SHEAR KEY AT WALL BASE I I i i IN THE EVENT OF SEPARATE i i VERT.DRILLED!EPDXIED INTO L--- ---- POURS,PROVIDE!INSTALL 05 I I f" I INTHEI I I O f W 1 I x 30'LONG DOWELS•12'OL. I I T.O.WALL POURS,PROVIIDDEO4 INSTALL 05 5 I I ( VERT.DRILLED!EPDXIED INTO i '' b -----i 3 304 L•a'� 1 10'WALL 1 I U, = W •DOOR I x DOWELS 12 O.C.oL. Q U ` FDN WV b EMBED. T.O. � 50.1 [-1KALL '�•] _ I b WALL i0 VERT.DRILLED!EPDXIED INTO I - I 1 iD - I :QI i 50 2 PDN.WY b'B•BED. J I I'10'FT6. T.O. ( L _____ __ __ _____ _J 'TI �IM 4• I 1 O O I i T.O KALL. •DOOR 4 I --- - - -- -- --------- I, J w1 4 I TD.WALL 4 T.O.WALL _ TD.WALL 1 I O ( e w I -------- -- --- - --- - - QIr-e [-0'-5►'4`] I O I s -------------- ----- --- ----- J 1 r 4 [BOP.-4'�h I - I� ------ ----- - ------ - I I LL I 1 x I 1 cv Q I L k ------- ------ _ ---------- T I Q 4 I f I T.O.WALL I --- ------- - - t" I I I DE(a)�a VERT.1 i 1- �-- - [-0'-s►.7 I i (BDF-4-e•] ----- - 50.1 -.---. - r BARS) I L rI L---- ---� 1 �'-IOK• - T--L ---- ------- '� `" >i'-IOK• D.WALL 4 in I L J �4 I I 4 I I I 50.1 [-1'-41 _ I .. r� T.O.WALL I I 1 1'-8`• -- b'-0' 10 I 50.1 � I I Ffi� ---'- >b'-TOTS' t*'-3'COORD.IN ARCHL SIM b L 50.1 I -- --- b' •L s4'-IO1S' tlb'-3• 50.1 - b COORD.Wl/ARCHIL ------ ----- 1 50.1 COORD.W/ARCHIL L4'-45' 14'-6' 2 W-2' IW-1' I '< 3 A FOUNDATION PLAN-GUUSTER X-Ei5RE55 W1I`V0 5 FOOTING SCHEDULE SCALE:I/4'=1'-0' FOOTING FOOTING ID TAS 51ZE REINFORCING G.G. NOTE: FOUNDATION FIRS F PLAN NOTES, 2'-0'x2'-O'xl2'THICK (3)a4 EA.SOT. 6.G. NOTE: I. T.O..FIRST FLOOR SUB FLOOR SHALL BE CALLED ELEVATION 0'-0' F25 2'-6'x2'-6'xl2'THICdC (4)M4 E.K BOT. REFER TO INDIVIDUAL BUILDING 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKET'S,C1T-0IJT5,UHDER6ROUND UTILITIES, PIERS,FOO•TINSS,SLABS,AND ALL OT}$2 ITEMS SHALL BE FULLY COORDINATED Nn4 CIVIL, F3 3'-0'x3'-0•x12"THICK (4)«4 Ekt BOT. REFER TO INDIVIDUAL BUILDING DRAW I NG5 FOR DETAILS AND T6ED CHNT ILL,MECHANICAL,ARRCHITECTURAL AND ALL OTHER TRADES'ORAMUNSS PIRJOR 4'-O•x4'-0•xl2'THICK (5)0'5 E.w.BOT. DRAW I NG5 FOR DETAILS AND ADO'L INFORMATION 3. %ALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID MOTH CONCRETE.PROVIDE ALL Pit eSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,X,'THICK'SPRIN6FIEL.D'GAP AND BASE PLATES AT ALL LALLY CA.LP4NS. CIJT-OUT'5,I1rmERSROUND UTILITIES,PIERS,FOOTINSG,SLABS, ADD,L INFORMATION 4. Sff 6ENEFAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION!SPECIFICATIONS AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH = CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRANN65 PRJOR TO CONSTRUCTION. � _=W N O a 02-0 >� cad W N a:.,NO V I'-N H CWU 36- 2b-O" 36'-'1" 5--OY2 3'-b' I.p W 0 c ro O = c� V z li Rol:fag ml I I I 1 I 1 J I L t I I I I 1 T 0 SUBFLOOR 2 ---- - ---------- --------- - - - ---------- --------- ---- T O SUBFLOOR I CaCC 1 I 0 ❑❑❑-1 F-1 F-1 F-1 T 0 SUBFLOOR --- - ----- - -- --------- -- - - ---- -------- ---- ----- _ I T O SUBFLOOR 1 li I --- -- uLE Ll 1 1 I I Ir-r-Tr�-� I I I I I -----__�II IL---------------------- 4 -----------------------JL---------Jr�_ --J I II I I ------- L ________ JI I I ___________________ J_------_-____-_____----_ ___---_ _--_________----_-____-_---- I I I L_J I t ILJ-IL1J I f__-_--__J rT -1 t 1 f------ + -f r-- - 1I I I 1 1 I I t,I I I I I a- I I 0-TT-m-TT-r I I I I I t I I I t I.I 1 1 I I I I LL1JyL�J T O SLAB I'I I I -----LI iI --------- I�iI -- �----------------------------- I I ------ OS -- - --- --------- -------------- -------------LI . SLAB J - (N --- L---------J-------------J I L------------�J L------- -- -------------1---------------- -------------------------------------------J v, O Z N UNIT TYPE'C2 LEFT' 100 UNIT TYPE'A' 101 UNIT TYPE'CI RIGHT' 102 UNIT TYPE'C2 LEFT' 100 O NOTE: NOTE: NOTE: NOTE: Q 00 SEE%-=1'-0'SCALE DWG'S ON"C2 LEFT- SEE%"=1'-0-SCALE DWG's ON"A" SEE P,"=I'-0-SCALE DWG'S ON'CI RICH- SEE X%I'-0-SCALE DWG'S ON-C2 LEFT- SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. > 6- uj FRONT w R � �SO T ELEVATION LEFT ELEVATION w o E SCALE 1/8"=1'-0" 3 O Z a) SCALE I/8"=I'-0" v, p 0 X Q Z CL w Fe w U J Lii w U Q 0 V) 0 02-0" 10 1 ♦ , ♦♦ > �-- O I _ I OI = � W Z 2 T 0 SUBFLOOR ----- ---—-—-—--—-—--—-— --------------- ---------—-——-—-—-—- ---- T 0 SUBFLOOR --- 1 --- ----- _ w '-�----------------------------------- Y � � O 0 0 ® 7. = O W IT 0 SUBFLOOR ---------- -- ------- 1 -- -- - I TO SUBFLOOR -- --- ----- - ---0 - I-I -- -- ---- W ,1 � � I I I � t t t•---T---- 1 j 1 J rT�r�-� _ I t 1 1 L.__---__-J 1 1 tl JAL I I I ,�+�I�+�� I I 1 ! I' 1 1 I - 11 r 1 1 If+11r+A I �_� •- --J L'---J L---J L-------- ` --J n1.�JT I I I 1 1 ----J I I tL-LJIL�LJ I L I I I I 1 1 p-T-m-T-r I I LLJ_JyL1J. I ,t 1 I LL1JyL1J I - STO SLAB ----- I1 j-_--_-_-_-_-_-_-_-_-_—_-_-_-_-_-1-- - - - = - ---_-_-- -_-_-_--- __-__-_ -- __--_ �--- c T 0 SLAB L��-__-_-__--__-__--__--__-__--__-__-_-__--__--__-- __-__ �_-___-___-__ ----------- L-` __---_-------_---_L___-___--_-_L__-t__--------------_-----__--_-------_-__---__- J ------------------------------------------------------------------------- x UNIT TYPE'Cl RIGHT' 102 UNIT TYPE'A' 101 UNIT TYPE'C2 LEFT- 100 UNIT TYPE'CI RIGHT' 102 Y NOTE NOTE: NOTE: NOTE- SEE X.-=I'-0-SCALE DWG'S ON-CI RIGHT- SEEP%1'-0"SCALE DWG's ON-A" SEEP_"=1'-0"SCALE DWG s ON"C2 LEFT SEE/"=I'-0-SCALE DWG's ON'Cl RIGHT' SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO. Y 2 REAR ELEVATION ELEVATION SCALE 1/8"=1'-0" @RIGHT _ SCALE I/8"=I'-0" ap 2 t Y KIN FIEL EVELOPMENT DRAWING LIST A0.0 SPECIFICATIONS UNIT WN C1 VV RIGHT, I JASMINE LANE A0.1 ARCHITECTURAL SITE PLAN A1.0 FLOOR PLANS 129m25=1 =1 m45 Al FLOOR PLANS w/ ELEVATOR A1.2 FLOOR PLANS, NO ELEVATOR INTERNATIONAL DRIVE A1.3 ROOF PLAN RYE BROOK, NEW YORK A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS SC RYE BROOK PARTNERS, LLC A3.1 WALL SECTIONS & DETAILS 5 International Drive, Suite 114 A3.2 WALL SECTIONS & DETAILS Rye Brook, NY 10573 S0.0 FOUNDATION PLAN 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 S1.1 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 CARPEN TRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEN-ING GUIDELINES CONTINUED)I A I A%IIJ!� -.11AI I FF I PI'-v IN T IF C.-�Tlf� I F ANT)-\'�I A,I A---.,r 11;Tit-'I-1,=IJT A.-I 11 DING p I pl,R: IAI-::,%T I F;.'%fF-F= .!f`I r.*.F%'.;:.%1 (it Tli;$(I.N(IIGI.11)f.%(;(;1-1.1��;1)(K)IK.Jr.,:XI I.j-,!�L_ :TAT=-. :7-LI.-i -11-1-FA-E-'-If-.*.-, J`.7-LL-%_'4.' T..'.-:'.E L,�`E:' _T NN-I'l;ARS TI 14 T AR=A E;�.E I C-V FP:II --AI V�-F!F A t I- ;+ Ti-1. 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NIOELECTRZAL GOAE3 Z,RE'__=SE;ECI L Z-110-SING TO 311D,EF-rzt Alin -L FE AS Fri I OWS BE I"C-� r,,=rEsiSTA1 ICE CO�ER A-,10J.C- -IGH-I\F..15 HAILS SHI-L BE FL_LY�RVHI.III ILL If.TH� I a _N+F/l Z I AW'41Al',;�I-1;.IN�.:FIjII,I:IN(:MA-RALS Clil­'_**�M CIVINIC - - - - 7 6-'CKFIL-S-V�Ll_BE UP E00-141-11- -4,EACH S CE O�'A4US. '0 NOT GA,:KFILL U,JTIL VIALLS HAVE L;_C-AL C04-'-)KMIN;-'-I I I-L V I I.; �:A I LD SF ALL SL ULD ALL FAN-KIi AN; 6. I Hi zHAJ FEAJ P11 LMIRING=IP=.-.AW,VENTS TFP.-A)rH TOIP AND ROTTOI P..A-ES OF STLD VIA[S; NIA I 1:)NA -1-�F VW:)'-C I 1:.-N kcS:X:IA I lt)\I :JAM�Ffl F I VX'Sl ANI.'A-;I)FOR Ff-+ AN' .1 FA'CAU K:I"'j,\S�C W:A I H 4z.I Pill I r'_'R -1 Al I VI'H AN Alp CLP---D AND ;E rfv_VER_v BRACED A\JZ-J0R.S SHAJ I FF 0 A 4 LF w�f..C,FUSH TE;iA-.r).ji7`_LE 7i-,, ROCK L�!-T in..-AT CN APE SEAL =IP-=PENETRAT CUS THPDXH U.6 A-,All Air 'ILTERILL 1,\D-11 AvM�`J I FFN-A I H -K'5 Alfi)A-L I A b.�AR'\�C�N)l I lt;\J'-9 1.1-L LL ASTI-I�_22!F. W.M-:)V-A F1fiJN1I,AIIf;N%AI S AND I-O'NINCS=1410H C+N-A-,;LN;AIIC\-S JR1LTEP7,ESST;`IN'_E.4STME551. All: I-F F:A IN`Aj AIQNJ SELL 7_6 AND GRAINS TO SLIEF_OCR 8 S-I')v,E:Z ENCLOFILRE TO SLJE!=LOCR AN:)VIA-L A I HFAI,'F%15 A NON H-APIN'-*C�)NDI I Khr-I-4A -1)A*.�IN'I`*A I F NJ -4 V,; -jA7 NG I A�l I LIN F-:*-: A I KANLI-P.0 I I,R::['VI N-X;jV'z 6,NI) SFAI I MFF I A:?IN=f I RA I lo\J S I-IF I--,I., -941.S-,PJrR H-AD TO T I r::R SLJ1FRLJNr.EX��%LTIC Kt STEEP.,_�;=E SANK APE&_0 BE'Nll:�n-iEATE-? II O'BE ,EW FOC-ING_INJE. CTIIER�IISE NCTEO- AM-Fli AN NA'I::NA .:[AN)ARI:; I It)'-kl�IM F.-�,3 AIIIH A :)F I tit I--PI-4 M___tXL TO F A RIFI.^.I':T_0 M-M-L�--.-P�LATE T�I--Iv --A-Al ANI At Fl-d-SFXIN',[.F-I-AV-50.1 1:3 GA-i 7 SO FT 9 SHA-L EE CERTIF=-C AND LA6E-E:) r-H_OIST EEThEEN C:X,.DITIO\JED z_PA_­E%.: - SEAL AT7.IC AHIC rR.A*NLSP.ACE ACCESS zc\cis-c Owe cR su2t-LOOR-1 IE GE NE-1 1�1_ �514TRAI-_-CIR 1-1 JST TAKE ME AS-RES-3 CC44TROL 30 L EROS IOA OF S_E EP EL 14K S UL;HC. 0,I/F H-AIIF-i Z11­ S_iz 1 47.IN pill"tv SHA-L 0=TEIPER=D SA:ET(CLASS AS LCCtTEC,DER THE B-ILD11,3 CC-E AJ)S%)_AF--1:F!0I\JI- SEAL i(E-1-ERS-P-ACS)TO G1.3 CK N:,Y:ONSTRIUCTIO 5 CC41%:T[.T< (2".2X5 I. Ei''-PE N SECOND FLOOR mAY I-JEED LIMITING DEVICES THAT HAVE RELEASE MECHI N,',M:, PAZTI_Cl.VJL_ST.IDS AT C/T[,'CP J`.AL_ A I I-CCAIFI)JVI -.1-it INC AS;ZFM�I-S T (,'-� I:CIST_A2EC BAN,�AREAS BAC,�TO\JATI-RA-lr-A-=-4NjD R=-=I-AN--_--Lq-43_=_�ECETATI_-lk TO�RHVET T -DR EMERGEENCY ESCAPE ��r-1*4�Ajj J,1C.-.: I -4'-P IN 1 3 h- SCAL F,jAr 1ANID V�NT LA_ON JZRi__ES.NL:TS 4\D DF�_GERS TO U.6 6_7 T:)9'-D* 2 x 5. =011 r-Nn=N%F OPF F=N�STRATION'A XjIIO1 If FA:TOR SH(:RFntjlRFIFNT.;: D;O=zE)CEI_1-3�.SC-FzITS CHASES SFAJ KIICIIFN AN-)FIA-1 FXIIALSI FAN lio-SING ILI GVA;_X, C-�ERAB_=E FBIESTATION1 J-FXT��P- I IIC\N_LVIA_L`_:2\11.1 J'-*I';l'_-VII LS�.NXK.1 -�NLLNAL_�;-R'-*',Jll) I MP R LN�'f 14 A,.I hill 410-�:'AK 4�NN 4:3.I;%PA I I ­j "All\J,.;.I'-?.'-IV I;i C..-7 S-�;:�F<0 2 i i.C. ).2<=� C 5 SHCC PF>C.5 EAL C-OTHES -15-EP%!_,.E/C;P_AN 6 CIP EFZ E4H_1LST BCY GE-a,-E)-D G.90 If. FLUN S-AND NJSTAL_ER-DSCN AS SHC\\\)C14 TFE SITE PLAN.=P,^TE---LAIJDSCA�E TEMS.THA7 INDFR At I P')It\-CAP",AND C.O.AIINJS ---'t 00ii�jj)'Zirm=k, To _,IL aL HLI-I-11\-AbliqL �AVU N1 F: FF:')f11 DAMA(,F1' "I-AP Aj%FC-FIA IIC\--�Cv*H-A-;FA(1s) -_,STD,CC U,40 TC%I/.%.--;;\LY.-POI 1,1 _!Cr4T-I- EILINIC 1 0.'I_'I llz�I A]I Al AN) P-R MA-ZVI\l SPFCIF I-_-A I I&A AL AkEA A-- 1, =LR%JISI I AM)IN'%I A I I-�_�cl SERVI-E rAK=--ON EXTE�ICR KX_ P TEN4N-FIE SITE PL-1\J WHERE THE 611ILD112 IS BE P-ACED 4'C L S TO:BE REGRADIED.SC -= INSTAI I ATlr.\j FOR\FV.VI---"r'�RAVF ')ATF-)n--?1-17 INTF,RITY H,AZ_LI:_J:4173 l C SE41-L-D A ITH 5-'�=_C SELLE)T---- ASTD.VILILL 6LSC FQLDII G T--- L CII-Y:MOVIX 4 IT AT 7LCCI-v I At ICP:3CII IFIA 1\1 RI IC-0 q;-- A-;I A�,(:-ZCNS RUCI CN Alll�SIM C44 SI IfGfrrrR 13fJ`%*Gf.(vnrR:M-_CP Al\-�RUT:-.4-I-1 ATr,,kvA I zHAII Fi_ I .'Ii:-CC4j_TP=_X SE;IES :ATE',7-25-17 V.I\C'IVI R.:4-Cl. =REP zLA-II NF "P.DVIDE VIBPATIOV ----F TIE OVERI I=AD'_IAPAGE DDOR_R4ZKS.O::ENER /REr1ILIEN-I RCW4RE FXHA..1 F\111!Allc'\J S SFA-D VI -Z ll. 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C I -C,304.42 internationol drive free In 1- 5295. 3 A M c FL 1 296.17 L 70 B L ft c m d I:&dt::bris o I oil W/o 14 70 limes 87 70 oc& G 295.42 30383 Q 3W.'r7 A c;0I note: 411V ��Ikko -c, 0 39 C) \1���,N I C, C114 I JC-i R E SP A SSII K:� 0 \-N I 3 signs \0 on oil dotes 0 -& 88 G 297.42 C', K K, 0 �10 NOTE -7.67 )0 C 2 c; Lu FLI 2 D R91 10 50 t:1 0 P D I L PAIV-1 T I C PURPOSE) 4JI W/o 12 C2 0.31 038 ONLY. PEF-P TO CIVIL 00 G 21?6.92 89 FLI 2-98.17 DRAININGS;70R ALL R_ELt,TED Q) - G.,297.42 0 SITE W 1?P.K directional < const.sign LEGEND- U UNIT FLI 298.17 BL 10 Z�29 7-12 .5 11 P I G�q UNIT T F_ 0 E W/o 7 BL w (1)G 297.42 C I FL 3 c,7 BL--5 LEFI­UNIT G 2.72 1P CI- -C**UirilT.mASTER UP 13 <<1 F_ 0 0 lo > C2--C"UNIT.MASTER DOWN DR--D RIGHT'UNIT X z z 6 DL-"D LEFT"UNITU G 2 42 1__15 9 R- PICHl'UNIT Li & L- LEFT-UNIT Le" w (B DR 8 cl ul-� u < _j Lu FLI 298.17 C2 FL 1 303 17 ZR- RIGHT"UNIT < W/o FLI 297.17 4 0 ZL--Z LEFT"UNIT Lu u < G 297.42 C',296.42 stop sigr G 302.42 VIM,-l%1ALr0ljT C) 9z) A CI 6 A 27 K G 302 42 F1.1 302J7 2 +stop 5i( flog Man+ 9,- C I G 29-.6:G F C-1_;uo.8 3 C2 gri A G 296.42 FLi 3un..o7 11 17- C 1 (9 --1 @ 0 A 4 .7 LP 7 G 3 3 18 40 e 113 C,16x_<�"Ip c I G 301.92 GO 8" 98 -1 @ Cl 7 r"Q3.42 23 FL 1 29 7.17 W/o 1- 100 +stop si C I 1P e G 295.83 C2 Fl. 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A FLI 291.67 G 287.92 1 \1� 13 G 290.9 2 FL 1 299.17 -:7 z C)�; of oil other Times this gote 7. 15 -3 298-12 O -11wt 1--c!closed;.lockeo C I cle (7) c: I/S'l DL 13 2?1 83 Grp C-20 7.83 BL FL 1 29-3.17 0 G 291.83 2 10 7 9 FLI 294 6- C I V G:92.41- 1-11, G 293.92 9 C 2 C 1 60 106 lavender lone to 01; 7 A 1-7 207 C,2 S 10 be paved 2nd 17 A C I I C.7 41 5 week of 9/20 A? ........... ... .... 0 BR C2 S 3 W10 QUS7�, FL i % C I P Ai CC 16 32 CIO I' A x ctusr 1- ----------------------- --------- ul E,?E6 G n498.42 zc C I J� A 10 8 /y/Y I _� t D R LL F 74 V. T FF 3 C2 r C i G 290.3-3 F L 1 2188.7 LUSTER DID MIN of FLI 299.o/ FLI 2^71+6/ C I ,298.92 G 298-12 0287.92 W/o BR 2 a ............ G.-.90 9 0 DR A 77- D L M0 ODD FL 1 299 17 1 2- M:1 0= 00D EC-0 1= cm B R 'N 7 C 2 Z 7 c FLI 295.67 4' 2, UNIT "C2" LEFT UNIT "A" UNIT "Cl" RIGHT ,-.94.92 oo.� Ti I �--------------------- ------------- .._i ♦' :E Lu I G I 1 C)WU in uj I _ �✓ 1 -3 0/ . 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A" ---------------- -------------- r I-r---- CL rn ------------ ----------- cc 1 ,; -------------------------------------------- TEr�=.RED '%7t3 CSI-i 3763 CSMT DF, 5-1t_L� 3tt".D- 7b'CSHI _.7b�'CS,',IT Air -)7t;'CSMT I j T, fop MPEPED TEMPERED i'Z) ............ tN4 :T �j LAI T TILED PC SEA I > adts D60F MASTER r X ----------- LIVING BEDROOM ROOM z M r--- 0 SINK DW 106.1 KITCHEN w MASTER > I ui Nk BATH A3.1 131 JANI I 7 u') -----Z-------- CD 0 ----------------------------------------- C"4 REF CD < b CN 2-1 lo; PANTRY HOOD LLJ C9. CHASE n12x6 INT.WALL ui CC) tlo wc 0 % ul .116 �.j a) P� BEDROOM#2 S NK F2 DINING V) ROOM > [A z 0 LAV WALK-IN < Z > MUDROOM Iva I Ln 0 CL cl- b u", L Lu < z 0 Q_ 0 ui I u 0 LLI T@ < CL 1c;0 D N LLJ < I Li- u V I E 0.) T@ 10' 1 UP CHASE IS T@ 0' V) IN I I -�!' DN 4 0 f STAIR IR:0 �p- U 16R EO .110 AE� /L I POD a SHEO il�WALK-IN�j ED F HA LL srA R CL 1 rLA- -2xb IN I __O� I:- I 2x6 INT WALL ui I 1 2 t, INT WALL" a: i;--\FLUE R 01�F ------------------ SINK 0 51:___s_OE7 Nir,::c u CL I V\ RA-=-::;DOOR _j KUESTONE I Lu LAUNDRY X (A % - 7f LLJ 0. tERRACE FOYER L Li 0. 2f OARA6,`_ 2 11 BkTH. P:: X 0". < A C, 15:71- 41 U. GARAGE ,b GIG ri 'b D aNT E L K-I JN'- L L �p. z J- LL) 0 El LO-0/\ m I 76��,L 10 1� _j x c;;;,,5 (in I — 0 b NALK-I Z C L ————————————————————-- Li 2 2 2 2 BEDROOM#3 .......... 7: 0 N,-'3 Or 1,.13 Or* (D C�' DEN CN y :z \.I- --F- W63 CSMT 3765 C MT 3763 CSMT 16*0-x8'0"OJERHE4D ji —1 :3 --------------- ------------L------------ V) V) '-(2)5-053 CSMT (2)17,55 CSMT (Ea5l>0 C;, 3 Q 0 22- _,_6' ;;z L K t:, 56 SECOND FLOOR PLAN- NO ELEVATOR 2 Ct - SCALE:IIL.'=1*-0" FIRST FLOOR PLAN- NO ELEVATOR SCALE 1/4"=1'-0" FLOOR AREA IJNIT BASEMENT. 75t)SO FT P121ST FLOOR. L.1-L SO F T FLCI(jc� 1 132 17o FT rCi I L,_ F 1 E 6 CS�'T 0 2 8 ./(3E: L79 SQ.FT 'ji-ILLIME: 29.6,62 C-Ij FT. 0.0? NI 3 0, Z Z ui 'A A 4, -�,3 0 A I-- < 0 ui U cc uj 0 u cc D S -.-J—T[:zZ 4 10 D S CID S 0 L D AR - --------------------------- ------ -------- ----------------------- <L fop ............... ----------------- ................. LL) ............ ........ ..... ..7................ .:z.......... ..... CD !j CN 00 CL Q) 0 -13 0/v 0 LA-j D.S. uj LU < U ............... Li za,.S. 0 5 Z C,V% 0 0 -94- -4 N E:T 5:R F-R co ............ 2 N-13.07 Lr) CN 0 D s -J D.S.- E L\JE OF vAL-BEL::-A 'K -EF-- ROOF PLAN SCALE 1/4"=1*-0' tc .......... 2' oeo E,N E SEE F,-';�L: L TOP PLATE HE16'ITS.UN-LESS ALL%VALL F J1 A UNLESS OTLIE-W!SE NOTED A7 ?46 NO.M.EEXTEPIO-P WALL F-PA;-il;1:1*� 2YL WC11M. VILLL FPLr-ii,,,jG.TYPICAL. 12 uiqLESS OTHER,.,!ls�W)-D 7 .. ....... ............................... ................................................. B, ................................................ 10 z z LU L 3 10 uj :6 WIN&DW ;-.0TES I LLL 1,VINDOVE1 DOORS TO HAVE mij:jTIN PATTEPHS.f-S SHOWH C-H HE;LT*lF 8 u �A3.1. 2. REFER TO FLOOR PLANS TO CONFIPH WALL THICKNESS Ce C3 L" 0 -3 o L pp:)\ Tor-1 sl LS P E 0 li j.R E D ll��A,T A u 5L==T* jLLS' LS ICJ S; u A\r, iTlr-. ----------------------- ................. ................. ........ ------------------- ......................................... C A D S DARC T C2, c. ------------- 7 7 T-- 12 9;''K' 12 F-4R,=N v 10 . .............................---------------- A..................................... 10 V\-T� ................................ It — - - L E A-, S T- u rc-ov,,5 ;�kT 0 SUBFLOOR �kT.O.SUBFLOOR ---------------- 2 PQ S, T7.1, > A A T 7 R z T2;Z 0 V) -0-:UT ty -S-. T* > LU L.J: .........I tj ;�kT 0 SUBFLOOR �,0.0.SUBFLOOR CD 014 (D 0-4 71 t. 0;;;�A NA%-;F- -�31�2 .13 1 :;�A NA(�r- 3 1 1 7-A,E R F,;Z;,f� 0 'Sim. 0\ 00 < F -R V LU U-i (D Q� 0 E FRONT ELEVATION REAR ELEVATION Q) 2 0 z > T 0 SLAB SCALE 1/4'=1'-0' T 0 SLAB SCALE 1/1-'=1'-0' Q:� Ln 0 B B z ui L---------------------------------- L- ------------------- -------------------------------------------------------- 0 < z ----------------------------------- uj LLJ u -i uj LI) < LU u < Q V" 0 A= T A =-;z-o,4r L -i-N:, T R A 5 F-A L r Zz:,o \5 L r- L E:R ........... 0 "ETA-C,-'-INZr ....... tz 10 12 to z ............ ................... ........ .................. ................................................................. "ETA-=-A-=H\Ifi 7 A- AL- NC'::;/q3 Z 3 Co F TR V ........ Lo .......... a, CN W A- z z 12 (-jkT 0 SUBFLOOR c jo- ........................—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- ...... 2 Z �LA- F %:Z V) 7 F-1 F. U.S, L.-L-]LU FF: ........................ ...... y f F 5;p- -A C Nf,!�Y-' r -N- V4�T 0 SUBFLOOR r ----- CD Ap- r 4 .-RAr,: 2 —3 OAS, 2 A A / .4 1-31 L3 L.CCAT10\ S fl 550 L A R ^AT::R Q$ =-TzZ=F- C,10 N S. 40 T :F,,U-AR--;RA L i,i 0/=R f/A 1:5 SIDE ELEVATION -1 L 3 SCALE 1/4'- 1*-0' 0 2' T 0 SLAB B ------------------------------ -------------------------------------------------------- ------------------------ ------------------ -------------- 0-0? ---------- ... ..................... 7 L.3.it 12 to Z Z Lu LLJ Lie Lu U A -3 uj 0 TO u U Of .............................. D AR, 0, 3 r\0 5 ./-=4L— C 'v C.4f, ...................... ............. 0 7 rn 12 TR A R 0 L H A 7ERZ A'\:;OA:� _A 2 M�T 0.SUBFLOOR Rcc: L;L J%4N . ....................................... D S.i L......... KA T�-;Z IL—L I------ L-1-1 f,0-L n L E !S;V�_;W,OV--F;Z /qD. > A:_ A T 0 SUBFLOOR CD F6-'H ...................................................................................................................... 014 D C) 0-4 _c 00 2 4 T,/\:;r. A I LLJ 7C) LLJ ......................... 0 Z > T 0 SLAB Lori 0 B z L.Li A 0, < N-C ui F\1 --;.-,A:;E A HA-- Lu < ------------------------------- ------------------------- -------- LLJ u < zll__T__�------- ........... REAR ELEVATION w/ WALKOUT 4 rt .7777= A3 2 SCALE:1/4'=1`0" lz :to A- iol,7 0 % .................. > ..........._­ .......... ...................... vE-A�_�-LAS­Ma *.::7 ............. ...............................................................................7:­�_:­%.......... .................................. ........ Ar--q-E HEA:�C,F ---—---- ................ AL_AA,:�0145 d ................. ................................... ............ ............ :�f,�;,Z T .................. LO 0 -q- F1A\:; KN�OAS'T-�.: ....... .......... ------------------ R lc%�-AT__P-_7t`-" 12 �,kT 0.SUBFLOOR 10 C-4 z 2 A7[-:H2�V................ .......... ........... :*­­.*.,:7,*_,­*----------------- ................. ......................................................................... ----------- '7...................... A - ------------------ --------------------------------- c D-5- ......... ...... .. .......... A;-�:�'L F) L ............. ................ F-1 —-—-—-—-—-—-— T 0 SUBFLOOR R) I A 1-C'.': z 3 '-CTER C C.:.-- ---------------- 5 i,=:5-0N=TERRA,� :1 -;;rl C.v 5Z -EATER FZE L A E 0\CONS.H TEZ>'-1\AT:�\ k4ALL TO SLAB B \r�% :7.n L--- 2-.4 T.VC; ;l:F c 2 SIDE ELEVATION w/ WALKOUT SCALE 1/4'=1*-0' A 0 2 � v ` II 10 ; a. 1 Z Z LLJ W cc V1 j a7 W U a O p� C U S -A --A----F A9 V - V ALL A-= Q ROir !i WALK-IN ��5 C.aCc Iz BEDROOM#2 \) HALL CL BEDROOM#3ay ? oy na 11 0 v �) \) - zl ` 1 I m �- ' 2�T 0 SUBFLOOR � 0 SUBFLOOR _ -- -- —1- -- - — — --_ -_ �... CI 1 rl 1 GA<i?= DINING Z DEN ROOM `' MUDROOM CL �> 1 GARAGE P z 0 + 1 LLI Iqmk T 0 SUBFLOOR I T O SUBFLOOR T 0 SLAB r @DOOR G O •i \ / 10-4 CD IL,.1 1,��- im�LU--�IE1=-=��;Ei= IL Z I .. 00 FINISHED 1 UNFINISHED n 11_ai= 1 CL - =� BASEMENT UTILITY U I:I �� _ cL j -� liF I•• _ - Z p T 0 SLAB .. '. _ _ _ _ _y : — Z � B I i�C B T.0 SLAB I - 1 �.. _ C= N ol ,o o Z Q Z O BUILDING SECTION 2 BUILDING SECTION C° w SCALE 1/4'=1'-0' SCALE 1/4'=1'-0' N Q w r Lu U Q r7i L O V v I. GYP 7 =1F FZ(iI_A7 S a•--�\J>-^\- _NCR x - Z -- -- ------- l_J O � I co II II it II \�:• = - � - I MASTER �- �� BEDROOM HALL BEDROOM#3 Ll _ - o� 30AR✓ _NCR 0 \\__5 .24k T 0 SUBFLOOR J G=G_C= _' OFc Z s R,C 5 -J1--N3 SEPARATION WALL DETAIL — /5 f 5/ SCALE:1-1/2'=1'-0' P_<I�L-LR - •� V) SEPARATION WALL DETAIL ° `'.ELL 'x 4 - � KITCHEN to MUDROOMSCALE:1-1/2'=1'-0- x GARAGE /\ -L/X ,T I 0 SUBFLOOR I I _ .11 G iDOOR YL _. Ica Ysuai-a': -....,..iU P � x - - - r -_ . ..:;'+ ..i it.,, ...__. r-- III r�:: ILI 1_.I' _ \-� 1'-rL r- �u -JI_ Z() _-JiL fi 7* (r�'�_lIL) , t 1 II I J -ll �I+ ✓ Fr T II _✓_,��� _____ s ]I_u_ UNFINISHED WALK-IN CL 4P�R��iCc _I;':3-1YF UTILITY •� E f:=P\G -� 3 J\R✓ -n N=LL A CL - _NER=A\__S- 6 SEPARATION WALL DETAIL Jv I\=~✓ - ` _ SCALE 1-1/2'=1'-0' B T 0 SLAB 231 s 0 -- -J O 0 -- - BUILDING SECTION_ SCALE 1/4'=1'-0' :z N I R _7', -41 7 R—7 EE, /q L f, r,N�_:-- _7. 12 10 it zz z z Lu Z� Lu A ­4 f);�F I­__):;1zR:f�AN:__ > 0 Lu U rv.,. lu uj ;:ZAFTER'T-=) =A Tr<W - o u -4;7 1., ... 2 NAL u cc 7 L 12 :,T 0\�, -R,I'-' F-\N- E T 0 VE DAR C.41, A. > PORCH EAVE DETAIL MAI N RAKE DETAIL DORMER RAKE DETAIL DECK DETAIL 6 1.7 8 9 6 SCALE 1 112"=1'-0" SCALE:1-112 1-0 SCALE 1-112'=1'-0* SCALE 1-112'=1*-0' 0. in 3 0,, MAIN EAVE DETAIL 5 SCALE 1-112"tit 1'-0" 0! > T. _- --—-—-—-—-—% NOTE PRIOR TO INSTALLING SHINGLES INSTALL GRACE*ICE WATER SHIELD'OR APPROVED EQUAL SELF-ADHERED > :A N- 43 z RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES EAVES RAKES VALLEYS HIPS ROOF-TO-WALL 5- N:�RA==-;R INTERSECTIONS AROUND ALL ROOF PROJECTIONS AND ENTIRE EXT \0 ROOFS THAT ARE FLATTER THAN A 3 12 SLOPE DIRECTLY TO 0- W A[;..Ro�F ROOF SHEATHING INSTALL"ICE&WATER SHIELD*FROM THE =c 4111 PA N_ L: EDGE OF THE ROOF TO MINIMUM 21"INSIDE THE EXTERIOR /\:7, L N-,:.J_ f: WALL LINE INSTALL PER MANUF INSTRUCTIONS T:7 -4F,- CD % CN PORCH EAVE DETAIL C) IJ �_0%4"_:-T. 10 < 04 .1 SCALE 1-112'=1'-0' n, FOUNDATION DETAI L Lu C) ROO=z_--i N:3-=- SCALE.1-1/2'=1'-0' 15=5L L:)I\C-L;AL;E:R T-16=-X-. 00 it;� =_\0 NEERED^:;�.!;,70D= 12 :fo\!=_ 2,�0 - - - d: V) (D 101 :��'r==-CARO=Al\- CC\.,--T 0 F/f U L 2 E -3 01. SUBFLOO /-�IT.0 SUBIFLOOR ........ �OkT 0 SUBFLOOR_ _�kT 0 SUBFLOOR LLJ 0 T 0 - —-—-—-—- f__-—-—-—-—- V) 2 2 2 1 z 5 L IN A31 u < < N::;F EA,/E z%EE:;;r--A L 10 ---------- �:)-C RA-N:�-j f,; A 5.1 A5. 3_ —se=L—^D. 12 rL'--,OR Ar�;.r-T Nr, AS ATT=E\I,A-ICN a0,NR:;7 F-\NT ILLI 0 R Z; F, NER RE,zAS�__*--A.Z 0:: T-�E<-^A-- 0 1.2 (D > z -YF T7-'RR.\:,E I/ S H Or-1, t 3L LDI\S AR -yp r Rt5---fOR -IR15T r__010IR CONS- It's Y:-;,,'A K::;0 1`- T-11 7� —,5-- -L'CR. -.-OOR 0 Lo T �3 F--YV4-, ;;ZE.N. e�-[AF� 5F;Z-\Y r0A'-1 0 -0�_-T -LOO;Z_0 S-- �F�P_A�/EL 101. 00 :5Y=.504,RC�=AI\T =Al\- RST_-OOR'0\5- -LOOR :7ET-\ 2 45. L Z 7Z3-07- I< TO SUB� I,- j SUBFLOOR T 0 SUBFLOOR FLOOR" T 0.SUBIFLOOR ;J�T 0 CN4 _1"RA:;E L ------ ...... -A J. _7K 7 =_,EPARA-CN V\-\L- rND.IvN-\L.-�_�O RE f 0\,r- AA—L 7 .\R-- it 10 REN ^A-- 0s,3 �7,0 F_�-�,V ---------- L A Z 5OA;Z7_ :A 16 n 5 A, _yF. it it 1\5,-A-1-N �A\ �3,Y�.=f;A"7,r- �A NT V\AL- it it NOTE NOTE S-I'R) L 0 0 LxLL WOOD ALL WOOD IN DIRECT 5 5-A-5 _A5 IN DIRECT CONTACT vil z -zR E TIC 4:' CONTACT w/ RE z nN /AF1'CR CONIZPETE A� t SHALL SHALL BE B A R R F< 5AzZRI'__;Z PRESSURE PRESSURE m �:, rE-, TRELTED TREATED SRA\/[:L.;-=A---E 0'4 2/�A5 -V=AL`:� L T.0 SLAB T.O.SLAB T 0 SLAB SLAB TO IF B Q� B B 4 4'P�;;, Lj P-- N:�,CLR_ E ;;ZE N tS f, T I C7. ...... RE tt-0-:1 N:5, \f7 R-:1 IJ F FA=;;� _c o< 14F." WALL SECTION R. SCALE:112'=1'-0" WALL SECTION WALL SECTION WALL SECTION 2 3 SCALE 112'=1*-0* SCALE 112"=1'-0" SCALE IIZ"=1'-0" A —EF—AFFN 12 E VV';,%D O'jlj D A,_L A 7!0 C-7 S L: F�- HARVIN Vi-'-',;,l TPI-X NSTAI I T i-,\I F'.'.R -TI'- 17 -='RIT,' L NEW W"', FP.-\[-'E 1:1�\STP.1 -44 ClA V A.- ;-=N,Z� 01A SWIM': :,H TR=X SFF FS A N C. -'i\T P-,rFFl i F-f'. �J=T-J:�f'A I=t 'N=Or!N .4 w 0 HT rY--,TEMl D-l.T=, SEE EXT ELEVATIONS Z Z Lu ad 7 INDOW R A:� E:R R r,r,, < 5�_AL P- w 0 LU 0.. 0 u u 0: F"A N Kl A K NOCK An M.f, :�A,-15 S E.A:�<rAIv D Aj�C, 14 N:-- L N C.f4 IV/ N:� OOL R 10 -zi\J= CL 4 1 N:5 I,\A TYF x ---ICN < GO N:-T R J, 12 N. TYP. WINDOW DETAIL — — — — — — — — — — — — — - 10 SCALE 1-f/2'=1*-0' ... ... ... ... .. ... - - - - - - - - - - - - - - - - - - Z.;- -A FZR=T E. I-Z 6 DORMER WINDOW DETAIL z f- —;;z L 6— SCALE:1-112"=1'-0' V" LU F�/f�--!=-A:-, ff P L T-�.=-AT POf,= ir- --------- V) CD -R'v T:r�;, 5 0-4 3--lE A--I N,-- N3 2 .: -- -- - CD A.F.;;�-D^:,. < 0-4 LLJ RECESSED WINDOW DETAIL -E ROOF:�,CN:T -7C-- SCALE 1-1 2"=1'-0' ��IC, 5 E 71 E A 1-2 A 51 :;�I*A 2 _47 06 00 5�_OF-- P-:Z-;F- T 0 SUBFLOOR Y.; "c' 21k 0 Q) I T R A L A,/-&, -+_ 14 0 fA,-TER A\:;0 A 5=_ LU -\-;;,;0'4 -YP.I 4.n > V) 0 TYP. EXTERIOR 1 < z .13 1 .................... WINDOW/ DOOR CASING CL < E uj SCALE:1/2'=1'0' —1 u D;7SCRA'71Vz- Lei LU u < ;7,A N�5 FLOOR -A; --------- ----- DOOR TO SUBFLOOR ov_=:;;� il'� > ry 24L,j ......... . ---------- :5LAR7"RAI_ H z u :�7-7`-\ 2 A5 f=-OO;R Cl��;\�_ Bf;-H 7�,C-Al_ A3. 0 Lr) 0 ;;�T 0.SUBFLOOR L T 0 SUBFLOOR i�1—1-4 5 :�_i A;�, E 0 -.-7!7;zz 4- Z t F N.C,R A 5= I_:;\f_� 12 9 .. . . . . . . . . . . . . . . E. A 8 L-3 11 LZI7-0::;Z N-=,L A_ON C, \4F-TA.- ._Afl--Nr7 a, Y P 0 N T 7 C_ L C\4 ------------------------- r Z 12 F k4:1 T=5 0 1 �.2 :r7L T T=-;;,z \0 �:-EE:.;E- L q NDCI,\A:- Ll V) H E:P ,,,�T.O.SUBFLOOR =':-R FT. 5-c;pz TO T.O.SLAB P=::P, R :;F;Z A V=-TE- @ DOOR 77�"%' so G 'T LF ::,.-AF, nEl- -A L U=_-A A I t 117: e -7 ................... :�FZ/Z^A- T 0.SLAB ....... 7; nk TO SLAB ......... . .......... ,-;,�_E -E=-AN B B : -A L ;E A: \0 0 ------------------- -------- ;;,:I C N'_7 L A T N A L `OJ\:�A_ON[,\A-- F,=r- 0\r T 0 SUBFLOOR RF._�;RA",J PI=E IN RZ ::,O\r- _OOTI\:5 �r 2 ^RA=F=-1\=1--=R -=TRJ:,-,-ZAL DI\S Rc.!,R KA__s 5=�T;;ZJ' _17"A_:W-5v T I- fONN-_f T TO I\_f, WALL SECTION WALL SECTION WALL SECTION 41 rr- 11,__ (2 SCALE:112'=1'-0* SCALE 112'=1'-0' SCALE 1/2'=1'-0' F=F- N FO:;',m '\�o. N F LT:::;,7 FA:_:%�R WALL SECTION 4 SCALE 112'=1'-0" G CAMERA-O'NEILL CONSULTING ENGINEERS Camera/O'Neill I ��o •C 12'-3' 50.1 ve o p GONG.FT5.REINF.W/04 ppo I cat Z uj SS� BARS a 12'O.G.El••I,BOT, Sim Sim i �'. 2 y:s.; ` ui 3 a o U O Q n VAL �- -- �----J I'-4' 4 I'-4" U x m 3'-2' 10'DIA.REINFORCED I 12•_3- 50.1 PERMIT SET z 73 73 50NOTUBE PIER TYP. (B.O.F.MIN.3'-6'BELOW 2'-3K' S'-8' 6RADE) 01 FTC.REINF.W/94 Q 2 '• i��B 612°O.G E1^I..BOT. - -, F - --� �._1. 1 p I 1:1211 12'THICK GONG.FT6 COORD.W/ARCH_ !<1'-B" REINF K/a5 BARS a 5" 9 5. <_ 3'-2' 10'DIA.REINFORCED L- -J b 12"OG.EYd BOT. J ,Ic 3-2' ADJACENT 50.1 50NOTUBE PIER TYP. y50, UNIT 5' 5' (B.O.F.MIN.3'-b'BELOW aJ ' FOUNT TION [B.O.F.-14'-O') 6RAPH (B.O.F.-10'-10") r - -------------- - ----------- _11c TA.SHELF T.O.SHELF O I FT6.STEPS J' t (-10'-2') T.O.WALL f-ID'-2') I _j.'IT ADJ I I T.O.WALL T.O.WALL t 1 t ICENT ®DOORI 14 z UNIT I I J (o-5r4") t I Q T.O.STEM T.O.STEM � ®BEAM T.O.WALL c E_ TION I I POCKET WALL®WINDOW I I 1 O SIM 50.1 _j I I T.O.(-2'-3�/4') [COORD.W/ARGHL) ( T.O.WALL I 7� 1 1 ' r I 10 i � I I O r I [COORD.W/ I Q v m ARCHL) 1 OC COORDINATE I s I I 10•KALE PROVIDE t INSTALLYi' I 1`J �o I I 10•WALL "�I�aevINSTALL ��Arm t _ o I I'-10'FT6. "5PRIN6FIELD'GAP ANDNi�_ PROVIDE(4)FULL 1 g I I'-10'FT6. WATERPROOFING Z BASE PLATES AT ALL T.D.WALL STEPS BASE PLATES AT ALL I t LALLY COLUMNS,TYP. HEIGHT A WALLB STEPI a 1 LALLY COLUMN',TYP, i 9 A��LL D NAC-E5 I O FT6.STEPSw� 5 I - 50 2 I 1 50.1 I O 50.2 1 1 50.1 - PROVIDE$5 BARS AT 24'O.G. I VERTICALLY a HORIZONTALLY 1 t PROVIDE a IN5TALLY,'GAP AND 1 I I I PROVIDE t INSTALL)T GAP AND IO CENTERED ON WALL.PROVIDE I J IIle T.U.WALL BASE PLATES AT ALL F55 i- I _ IASE PLATES AT ALL Hrf� '- 1 •' O a5 DOWELS INTO FT6.TO MATU•I GOLUMN5,TYP.BASE PLATES I LL I I, T.O.T WALL COLUMNS,TYP.BASE PLATES 1 I' VERT.REINF. in C,4 (-O'-5Y4') -_ TO WALL JP I [-0'-SY4•) -- T.O.WALL I a SHALL BE SUBMITTED W/Slims r' -� m 12'THICK GONG.FT6. SHALL.BE`�i1BM1T'fED W/STEEL r - -1 12'THICK GONG.FT6. O 1 i SHOP ORAMN55 0 BEAMI I POCKET 1" REINF W/#4 BARS a I I SHOP DRAWIN65 6 BEAMI I POCKET ( I� - REINF.kV#4 BARS a Z CV T.O.SLAB -j- 12'O.G.E K,BOT. -I T.O.SLAB 12"O.G.E.H.,BOT. ' I ELEV.-4'-b" I I [-r ta►S') O I ELEV.-q'-6• I I [-r ta►','1 I I N o f I I I 1 SLAB DETAIL ( I I n- 01 [B.O F.MIN 3'-6" I I ��, I I (B.O.F.MIN 3'-b' _ BELOW GRADE) 1 I 50.1 y�L---E4� ) 1 BELOW GRADE) z 7 I SLAB DETAIL _ 1 m t I 4'NORMAL WT.GONG. 18'-0�: I 1 O -I I 50.1 18 �• I 6'WALL y 1 SLAB-ON-GRADE. 1 I b'WALL U LL m 1 I 4'NORMAL WT.GONG. 1 1 I i TA.WALL SEE DETAIL I I Q®BEAM POCKET SLAB-ON-6RADE 1 t. I I I (-I'-EO'4•) 1 " I f� O I SEE DETAIL � -}-- 1 � TYP O -- .� > 1 I TYP 1 I PROVIDE GONT tt4 6.STEP5 W/ I I PROVIDE ELEVATOR PIT 3 t 1 PROVIDE CONT.u4 BAR z 1 I 3 I I BAR CENTERED AT ELF/TOR OPTION I 1 �'-0" FOR ELEVATOR OPTION t Z Z I 1 T.O.WALL 50.1 I 2'-y' TOP OF WALL AND W/ARCH. 50•I I 2'-�• AND CONTINUOUS BEVELED 2x3 O O I CENTERED AT TOP OF WALL Z I CONTINUOUS BEVELED I SHEAR KEY AT WALL BASE r- LL_ I a BEAM I 2x3 SHEAR KEY AT I T.O.WALL POCKET � -- ! WALL BASE 1 ®BEAM POCKET 1 J TO.WALL t I o of I 2b f-1'-Eal'4'1 T.O.KALE 1 N Q I a BEAM I ;� ,1- pC a BEAM 1 Lu U Q 1 I T.O.WALL T.O.WALL 1 I POCKET 1 I -<I 1 SO.I 4 Q T.®.BEAM WALL i POCKET i I p �n 1 1 a BEAM 6 a BEAM �-- f 2j ('I'-a4•) I I 'j I b I 1 I POCKET 50.1 PpC� PROVIDE 04x48' t I PROVIDE(4)04 VERT. �I I T.O.ELEV. '!? 50.1 POCKET L - F3 PROVIDE�4x4b' I I PROVIDE(4)s4 VERT. I (-I'-Es►'4') SIM [-I'44*1 m 1 �3 PIT SLAB SIM [-I'-N'41 [B.O.F.-10'-10') DIAGONAL REAR :' I-- BARS AT PIER I ELEV-10'-b" [B.O.F.-10'-10'1 'n DIAGONAL REBAR I BARS AT PIER 1 L----- -------- AT RE-ENTRANT -� I �•. L--'---- -- ---- ----- - - T AT RE-ENTRANT -� - ---- ------ W. ------- SLAB CORNERS. 1 SLAB CORNERS. 1 r------- ------- ----------� I r - �i�' I 10 (B.O.F.-III-loll -'��!5TEP5 I 10T.O.WALL 1.-0. 1: K/ELEVATOR TA WALLPROVIDE a INSTALL I a BEAM I 1.. t 50.1 I W/ BEAM POCKET AND P.T. ®BEAM 1 BEAM POCKET AND P.T. 1 1 POCKET i I I'-0'I 1. I 1 POCKET BEARING PLATE TO FT6.STEPS W/ ELEVATOR OPTION BEARING PLATE TO I ACCOMMODATE BEAM. 1 I [-I-b�4 l I I I I I 1 (-1' `")ELEVATOR OPTION AC.COMNIODAIE BEAM. I t PROTECT UNTREATED 1 I 1 � '- I PROTECT UNTREATED I I � r ` 1 f I I r-2K• 1 1 I f I I I-2K" I 1 LUMBER WITH BUILDING I 1. I 6" 1 LUMBER KITH BUILDING I I 8'WALL O 1 I FELT,IYP. 1 I ( I 1 FELT,TYP. 1 1 71 i s I I SLAB DETAIL i _ I I I - 11 I'-8'FT O I I I SLAB DETAIL I I 1 - I I•.• I'-8'FT Y ' _ - O o f I o /0'05 1 0 o ` c �' t 4'NORMAL WT.GONG. ~w SIM SO.I I 1 -I [-- ---- I I 4'NORMAL WT.CONC.J ~Lu i SIM I J 4 5LAB-ON-6RADE. I - I I 4 SLAB-ON 6RAYDE. I Y m SEE DETAIL p ,. I 10'WALL I PROVIDE(4)a4 VERT. SEE DETAIL p f 10"WALL t PROVIDE(4)#4 VERT. 1 I BARS AT PIER I 1 50� cp o I I I BARS AT PIER - O I'-10'FT6. 1 1'-10'FT6. I _ N t I T.O.SLAB t I N t I T.O.SLAB `�w t 1 = �- 1 I ELEV.-1'-0'a GARAGE DOORS 1 I I 5 1 1 ELEV.-1'-0'6 GARAGE DOORS 0 1 , I 5 x � N t I n° t ' S0.1 t ° I 50.1 u IN THE EVENT OF SEPARATE I I I IN THE EVENT OF SEPARATE I I n1 t I POURS,PROVIDE!INSTALL a5 I t t 1^ I I POURS,PROVIDE d INSTALL a5 1 I I 1^ _ W J I x 30'LONG DOWELS a 12'O.G. 1 I I 1 -J x 30'LONG DOWELS O 12'O.G. I O N r VERT.DRILLED R EPDXIED INTO I ( p :I I VERT.DRILLED t EPDXIED INTO 1 I O r-- FOK K/6'EMBED. IN THE EVENT OF SEPARATE I 17 FDN.W/b'EMBED. IN 1}IE EVENT OF SEPARATE I _ POURS,PROVIDE t INSTALL#5 I I POURS,PROVIDE a INSTALL 05 1 ' �o J-- x 30"LON6 DOWELS a 12'O.G. t I 10'WALL I 1 O -- x 30'LON6 POP F-L5 a I T O G. J 10'WALL 1 - -J a) I 3 �D VERT.DRILL 3 EPDXIED INTO 1 , I m �t 1 3 1U VERT.DRILLED d EPDXIED INTODJACENT I I 1 ^` °- - Ii FON.W/6'EMBED. I t i I'-10"FT6. _j ri FON.W/b'EM5W. I I'-10"FT6. I W I vDJACENT F UNIT liUNIT 1 �: t T:WALL T.O.WALL TA.WALL I i o ) I 1►,I I° 1 T.O.WALL T O.WALL T.D.WALL I I - t1 a DOOR I I o 1 1 a DOOR I .njt I ml I [-r-8•) 1 1 ----- - - --- - -- - ------- - I �m o I i �J -- --- -Fj --------- - --- - --------- i� o i j N IF-- -[B.oF.=4'=6•] I I - - I I Y 1 I I 1 I - 50.1 SIM g -------- --------- - ---- 50.1 - ti6'-3' il'-105' COORD.MV ARCH'L t4'-W 14'-b' 5'-b' il'-lus' COORD.W/ARCHL 14'-4K' 14'-b' 5'-b' x r FOOTING SGHEOULE t FOOTING FOOTING B FOUNDATION PLAN-WALK OUT BA5EMENT A FOUNDATION PLAN-EGRE55 WINDOW ID TAG SIZE REINFORCING 5GALE:I/4°=1'-0' SCALE:I/4"=1.-0. F 2'-6"x2'-b"xI2"THICK (4)#4 E.W.BOT. _ FOUNDATION PLAN NOTES: F3 3'-0"x3'-O"xl2'THICK (4)04 E.W.BOT. 1. T.O.FIRST FLOOR 5UB FLOOR SHALL BE GALLED ELEVATION 0'-0' F4 4'-O"x4'-O"xt2°THICK (51 a5 E.W.$OT. 2. ALL DIMENSIONS,ELEVATIONS,5HELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES, ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, PIERS,FOOTING,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, GUT-PUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS, GEOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'ORAWIN65 PRIOR AND ALL OTHER ITEMS SHALL ESE FULLY COORDINATED WITH _ TO GONSIIZUGTION. CIVIL,6EOTEGHNICAL,MECHANICAL,ARGHITEGTVRAL AND 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED 50LID WITH CONCRETE.PROVIDE r Yz'THICK'SPRINGFIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS. ALL OTHER TRADES'DRAWING PRIOR TO GON5112UGTION, _ 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION e SPECIFICATIONS i O'NEIL CAMERA-ENGINEERS 4'INTERIOR CONCRETE CONSULTING ENGINEERS 0-010, SLAB ON GRADE w/6x6 PROVIDE d INSTALL 51MP50N P.T.POST, .:!EI„.�..i•.!�n� = w WI.4xW1.4 W.H.F.SLAB ABU66(OR ABU44 AT 4x4 SEE PLANS Camera/O'Neill SHRINKAGE CONTROL JOINT w v;t CONCRETE SHALL BE PROVIDE AND P0575)STANDOFF BASE a (PROVIDE SAWGUT JOINT O p - 3000 PSI MIX W/NO FASTEN TO CONCRETE PIER W/ ' F- INSTALL CORNER IN GONG.SLAB AND FILL w/ ,�z ��- ADDED AIR ENTRAINMENT. �" DIA.EPDXIED THREADED .,...--•••...,- BARS TO MATCH AT H.S.S.COLUMN5,PROVIDE AND INSTALL GAP ANCHOR ROD(5'EMBEDJ tiEyjr EPDXY AFTER SLAB CURES) J SIZE AND SPACING H.5.5.STEEL COLUMN OR PLATES AND BASE PLATES.GAP AND BASE PLATES y r `n RUN HOR BARS OF HOR.WALL CONCRETE FILLED LALLY , J 36" COLUMN,SEE PLAN SHALL BE SUBMITTED WITH STEEL SHOP DRAWINGS. jay- 10 MIL.POLY.VAPOR _�, �< LONT. G REINF.E.F. AT LALLY COLUMNS,PROVIDE AND INSTALL�' j!t.�'`�`����p RETARDER.LAP EDGES '5P2IN6FIEL D'GAP AND BASE PLATES t ,{, b"MIN. r'l' :;' ...� - FASTEN GAP PLATES TO BEAMS W/(4)-I/2"DIA.LAG :;.:". ±j°SHIM 5PAGE.COMPLETELY PACK i '�?o �; :;.;'¢ w Z Z c -x p 10'DIA.CONCRETE 50NOTUBE c.+., :•,. « u, a� o 5GREW5 AND FASTEN TO CONCRETE FOOTINGS WITH(4 nsac.,�. - WITH N.S.GROUT TO ACHIEVE FULL ••" ... .... "DIA.EXPANSION ANCHORS.TYP ,,, EARIN ONCE UMN I5 SET IN AGE _ :_ <- - 6'THICK COMPACTED � �� '�% o..,U GRAVEL BASE LAYER. �O `�% '.. `�� O o� o oCL _o CONIC.SLAB ON u PROVIDE d INSTALL V = J s UNDISTURBED VIRGIN 501L T.O.SLAB EL. GRADE,SEE PLAN5 Z (3)#4 HOOKED PERMIT SET u z OR COMPACTED GRANULAR FILL 'IV 5tt PLAN DOWELS °C J CONCRETE WALL INTERSECTION .• � a I.5AWCUT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HR5. ` OF SLAB PLACEMENT,AS SOON AS CONCRETE 15 CAPABLE OF SUPPORTING PROVIDE AND INSTALL OUTSIDE _ • • 5AWGUTTIN6 EQUIPMENT. r 2 CORNER BARS TO MATCH SIZE AND B.O.FOOTING EL. S.O.FOOTING SPACING OF HOR.REINF. PLAN SEE PLAN FOR EL.SEE PLANS 2.LOCATE SHRINKAGE CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT FOOTING 51ZE AND MAXIMUM SPACING OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RE5ULTIN6 v REINFORCEMENT SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A IS:I LENGTH CONCRETE 50NOTU6E DETAIL,TYP. TO WIDTH RATIO. + m (D��ALE :3/4'=I'-0' 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY SUBSTITUTE PRE-FABRICATED PLASTIC STRIPS INSTEAD OF 5AW6UTTIN6.SUBMIT CATALOG GUTS FOR TYPICAL SECTION THROUGH INTERIOR FOOTING APPROVAL PRIOR TO USING. - 3 GONG.SLAB ON SCALE:3/4'=1'-0' GRADE,SEE PLAN 4.INSTALLATION OF ALL NON-5TRUCTURAL CONCRETE SLABS-ON-GRADE GONT.04 NOSING® TURN H.H.F.DOWN SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, PROVIDE AND SAP' ' FACE OF PIT AGI-360 AND AGI-302. INSTALL IN5IDE 2'-b'MIN.LAP (2)#4 BENT BARS T.O.UPPER SLAB CORNER BARS TO AT BOT.OF FOOTING MATCH 517E AND � --.' •-- — '�— ',—''�•' EL.SEE PLAN PRIOR SLAB ON GRADE DETAIL SPACING OF HOR. +24" - - 4 C) U OZ�TN WALL REINF.E.F. «OONE STEP VARIES• Q ;fl Z SEE PLAN 4 v T.O.LOWER SLAB 0 12'�— (3'-0"MAX) #4 7'BARS �— _ L.SEE PLAN H • I 2 b'MIN.LAP ®12'O.G. 1 2 .. w 2 ALL AREAS SHALL BE�� 8' 04 5LAB BARS a 12'O.G.EA (TYPICAL) CONTINUOU., PROPERLY COMPACTED WAY®SLAB MID-DEPTH FOOTING AND PREPARED PRIOR TO CONCRETE WALL CORNERS (2)#4 CONT.AT CASTING NEW CONCRETE g BOT.OF FOOTING (2�,�EC�TION,THROUGH ELEVATOR PIT CN m 8'MIN. (2)#5 GONT.AT 4'=1'-O' Cy 0 TYP.REINFORCED CONCRETE WALL DETAILS BOT.OF FOOTING l�L J SCALE:NONE DOOR JAMB BEYOND �•APA RATED WALL p� 3b" SHEATHING,SEE SSCALE: TYPICAL STEPPED FOOTING DETAIL #4 SLAB DOWELS®12" GENERAL NOTES 3/4"=1'-O' COORDINATE SLAB EDGE O.G.®6ARA6E DOOR J L DETAIL WITH ARGH'L OPENINGS 24' DRAWINGS 2x6 WOOD STUDS®I6'O.G. Q cn UNLESS NOTED OTHERWISE. TRIPLE 2xb SILL(P.T.ON BOT)FASTENED LL I-_ E GONT.04 N051N6 T.O.SLAB FASTEN PLYWOOD TO ALL TO CONCRETE WITH J°DIA.x 12'LONG Q 2x6 WOOD STUDS®Ib'O.G.UNLE55 2x6 WOOD STUD5®16"O.G.UNLESS __,___, _ 5 PLATES WITH 8d NAILS®4' HOOKED ANCHOR BOLTS®48'O.G. AND _ NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR O.G.EA.PLATE,TYP. b'(MIN)FROM BUILDING CORNERS,WALL 0 0 SHEARWALL 56HEDULE5. SHEARWALL SCHEDULES. T.O.WALL ENDS,AND DOOR OPENINGS. Z Z Z EL.SEE PLAN • _j I GONG.SLAB ON 2 PROVIDE AND INSTALL FELT BOND DOUBLE 2xb a P.T.2x10 SILL FASTENED GRADE,SEE PLANS Q_ DOUBLE 2xb d P.T.2x10 SILL FASTENED T.O.WALL BREAKER WHERE SLAB IS POURED TO CONCRETE WITH J'DIA,x 12"LONG #4 CONTINUOUS BAR® - 8'WALL ` AGAINST FOOTIN6/WALL,TYP. w � it i HOOKED ANCHOR BOLTS®48"O.G.AND TO CONCRETE WITH °DIA,x 12'LONG TOP OF WALL . vUi Q T36 APA RATED T46 APA RATED T.O.SLAB N b'(MIN)FROM BUILDING CORNERS,WALL �" HOOKED ANCHOR BOLTS®48"O.G.AND �" ENDS,AND DOOR OPENINGS. PLYWOOD SUBFLOOR 6'(MIN)FROM BUILDING CORNERS,WALL PLYWOOD 5UBFL0OR b"TYP CONTINUOUS �: , __ _ w ENDS,AND DOOR OPENINGS BEVELED 2x4 EL.SEE PLAN T.O.5UBFLOOR T.O.5UBFLOOR EL.SEE PLAN EL.SEE PLAN KEY,TYP. #4 CONTINUOUS BAR T.O.WALL — T.O.WALL ®TOP OF WALL GONG.SLAB ON GRADE,SEE PLANS � EL.SEE PLAN EL.SEE PLAN • PRE-ENGINEERED in Q WALL O FASTEN PLYWOOD TO ALL FASTEN PLYWOOD TO ALL . •' - PLATES WITH 8d NAILS a 4' PLATES WITH 8d NAILS®4" FLOOR TRUSSES, B.O.FOOTING O.G.EA PLATE,TYP. ,. O.G.EA.PLATE,TYP. SEE PLANS IV EL.SEE PLAN CONTINUOUS (2)#5 CONTINUOUS (2)#5 CONTINUOUS } (2)#4 CONTINUOUS TYP. BEVELED•.. SHEAR KEY,TYP. _ FOOTING SHALL BEAR ON BARS®BOTTOM OF n` BARS®TOP OF WALL \-PRE-ENC71WERED TOP CHORD BARS®TOP OF WALL -' I'-8' �._ VJ NATURAL,UNDISTURBED FOOTING BEARING FLOOR TRUSSES, SUB-GRADE OR PROPERLY 7 SEE PLANS CONT.P.T.2x6 LEDGER FASTENED COMPACTED GRAVEL FILL. m Q _ L_ P.T.2xb BLOCKING BETWEEN 7. TO GONG.W/0.151"DIA-HILTI TYPE X-U POWDER ACTUATED FASTENERS SEGTION THRU GARAGE DOORS B.O.FOOTING • TRUSSES FASTENED TO GONG.W/ ®Ib"O.G.5TAGGERED.CEILING l - 0.151"DIA.HILTI TYPE X-U POWDER 5TRAPPING SHALL BE FASTENED SCALE:3/4"=1'-D' _ O ACTUATED FASTENERS,MIN.(2)PER (2)#4 CONTINUOUS O BLOCK.CEILING 5TRAPPIN6 SHALL TO LEDGER W/(2)8d NAILS FOOTING SHALL BEAR ON BARS®BOTTOM OF " BE FASTENED TO BLOCKING W/8d NATURAL,UNDISTURBED I-8, FOOTING co NAILS TEN O.G. 1 COMPACTED GRA-64ZADE OR VEL PROPERLY - •— L r— �'APA RATED WALL 2x6 WOOD STUDS®Ib'O.G.UNLESS _ I • SHEATHING,SEE NOTED OTHERWISE IN PLANS OR 8 SECTION THRU GARAGE WALL �/ N - GENERAL NOTES. ` SHEARWALl SCHEDULES. u DOUBLE 2x6 SILL(P T.ON BOT)FASTENED `��E:3/4'=1'-O' " FASTEN PLYWOOD TO ALL TO CONCRETE WITH J"DIA.x 16"LONG 36• lo'WALL 10"WALL PLATES WITH 8d NAILS 04° HOOKED ANCHOR BOLTS®48"O.G. AND `- N O.G.EA.PLATE,TYP. 6"(MIN)FROM BUILDING CORNERS,WALL ENDS,AND DOOR OPENINGS. #4 SLAB DOWELS®12" 24" _ •. O.G.®TERRACE � � T.O.STEM CONC.SLAB ON FOUNDATION n` SEE p - GRADE,SEE PLANS \ T.U.SLAB ' a) #5 CONTINUOUS HORIZ. ` EL.SEE SLAB - BAR®TOP OF STEM T.O.SLAB 6'STEM EL.SEE PLAN ......... ` _ • T.O.WALL 1 _ V) PROVIDE AND INSTALL FELT T.O.SHELF ` PROVIDE AND INSTALL FELT EL.SEE PLAN 2 LONG.SLAB ON PROVIDE AND INSTALL FELT BREAKER WHERE IRV EL.S • 4' BOND BREAKER WHERE GRADE,SEE PLANS CONTINUOUS BOND BREAKER WHERE CONTINUOUS (I) 4 CONTINUOUS - 8'WALL SLAB 15 POURED AGAIN5T SLAB IS POURED AGAINST a SHELF SLAB IS POURED AGAINST # BEVELED 2x4 FOOTIN6/WALL,TYP. 10"WALL OOTIN6/WALL,TYP. BARS a TOP OF WALL BEVELED 2x4 FOOTING/WALL,TYP. Y SHEAR KEY,TYP. SHEAR KEY,TYP. #5 CONTINUOUS HORIZ. LONG.SLAB ON GONG.SLAB ON CONTINUOUS BAR a TOP OF SHELF 6"TYP 6RADE,SEE PLANS ;� GRADE,SEE PLANS BEVELED 2x4 b' 6• TYP. TYP. CONTINUOUS SHEAR KEY,TYP. • BEVELED 2x4 SHEAR KEY,TYP. cn B.O.FOOTING NV x B.O.FOOTING B.O.FOOTING EL SEE PLAN EL.VARIES EL.VARIES (2)#4 CONTINUOUS = FOOTING SHALL BEAR ON BARS®BOTTOM OF #5 CONTINUOUS I'-10' (2)#5 CONTINUOUS •' NATURAL,UNDISTURBED FOOTING SEE PLAN SEE PLAN BARS®BOTTOM OF BARS®BOTTOM OF SUB-6RADE OR PROPERLY v FOOTING v FOOTING B.O.FOOTING COMPACTED GRAVEL FILL. fn EL.VARIES FOOTING SHALL BEAR ON FOOTING SHALL BEAR ON SEE PLAN I'-10° (2)#5 CONTINUOUS - NATURAL,UNDISTURBED NATURAL,UND15TUR13ED BARS®BOTTOM OF _ SUB-GRADE OR PROPERLY SUB�RADE OR PROPERLY COMPACTED GRAVEL FILL COMPACTED GRAVEL FILL. CD m FOOTING 1O SECTION THRU TERRACE FOUNDATION SCALE:3/4"=I'-O q SECTION THROUGH WALKOUT FOUNDATION _ 5 SECTION THRU FOUNDATION-PERPENDICULAR FRAMING b SECTION THRU FOUNDATION-PARALLEL FRAMING SCALE:3THROUO" SCALE:3/4"=I'-O' 5GALE:3/4° CAMERA-O'NEILL CONSULTING ENGINEERS —fie, Camera/O'Neill SINGLE 2x4 SOLE PLATE,TYP. Y, PROVIDE CONTINUOUS 2x4 ^, P.•,rYt.. i ,, 'RIBBON"FASTENED TO EA. � %f. 1r � Y 2x4 WOOD STUDS®Ib"O.G. �` r 2x4 WOOD STUDS Ib"O.G. i� 5HEARWALL.SEE 5HEARWALL PLANS a 5HEARWAl1.SEE 5HEARWALL PLANS a FLOOR TRU55 W/12d NAILS w h;v _ Z Z _ SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL i� i! J ^ INFORMATION INFORMATION `� �v f H C j O w U O[0 w C J SINGLE 2x4 SOLE -�•�•�-�� 0 _ 'o PLATE,TYP. T.O.50-FLOOR � PERMIT SET u �z 5 PROVIDE CONTINUOUS 2x4 GOORD.W/ARCH' GOO FI TIN6 a "RIBBON'FASTENED TO EA. �F�OD J QUI TS W/ FLOOR TRUSS W/12d NAILS 'L DWGS. PRE-ENGINEERED I WOOD FLOOR TRU55E,SEE PLANS PRE-ENGINEERED WOOD PROVIDE X"DIA.x b"LONG FLOOR TRU55,SEE 5IMP50N 5D5 5GREW FASTENED PLANS PROVIDE AND INSTALL TRIPLE 2x4 THROUGH DOUBLE TOP PLATE AND STUB P05T(NOT SHOWN)BELOW ALL INTO PRE-ENGINEERED TRU55 DOUBLE 2x4 JAMB AND P05T LOCATIONS ABOVE. DOUBLE 2x4 TOP G.G.NOTE: TOP PLATE,TYP. PLATE TYP. BOTTOM CHORD®24'O.G PRE-ENGINEERED WOOD FLOOR TRU55 BEARING REQUIREMENTS SHALL BE GOORDINATED WITH TRUSS DESIGNER 2x4 WOOD STUDS a 16"O.G. 2x4 WOOD STUDS®Ib"O.G. 5HEARWALL.SEE 5HEARWALL PLANS a 5HEARWALL.SEE 5HEARWALL PLANS a z Z SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL O INFORMATION INFORMATION v> w G)j5ETION THRU FRAMING AT PARTY WALL CALE:3/4'=I'-O' O O CV J` 01 cn J Q V) w Q E � Q 2x4 WOOD STUDS®Ib'O.G. 2x4 WOOD STUDS®Ib'O.G. 5HEARWALL. Q 5HEARWALL.SEE 5HEARWALL PLANS a 2x4 WOOD STUDS®16'O.G. 5HEARWALL.SEE 5HEARWALL PLANS a Z z z CL SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®Ib'O.G. 5HEARWALL.SEE 5HEARWALL PLANS a SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®lb'D.G. 0 INFORMATION SHEARWALL.SEE SFiEARWALL PLANS a SCHEDULE FOR ADDITIONAL 2x4 WDOD STUDS®I6'O.G. INFORMATION SHEARWALL.SEE SHEARWALL PLANS a SCHEDULE FOR ADDITIONAL INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS a SCHEDULE FOR ADDITIONAL uu TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED INFORMATION SCHEDULE FOR ADDITIONAL P.T.2x4 SILL FASTENED TO CONCRETE INFORMATION u Q 6j TRIPLE 2x4 SILL(P.T.ON BOTJ FASTENED TO CONCRETE WITH I"DIA.x 12"LONG 51N6,LE 2x6 SOLE TO CONCRETE WITH I'DIA.x 12"LONG INFORMATION WITH J"DIA.x 12"LONG HOOKED ANCHOR 5IN6LE 2x6 SOLE p N QQ HOOKED ANCHOR BOLTS®48"O.G. AND PLATE,TYP. HOOKED ANCHOR BOLTS®48'O.G. AND BOLTS a 48.O.G. AND 6'(MIN)FROM PLATE,TYP. b'(MIN)FROM BUILDING CORNERS,WALL r/-��COORD.FIRE RATING �"T16 APA RATED 6'(MIN)FROM BUILDING CORNERS,WALL BUILDING CORNERS,WALL ENDS,AND J"Ta6 APA RATED ENDS,AND DOOR OPENINGS. REQUIREMENT5 W/ PLYWOOD SUBFLOOR ENDS,AND DOOR OPENINGS. DOOR OPENINGS GOORD.FIRE RATING REQUIREMENTS W/ PLYWOOD SUBFLOOR ARGH'L DW65. T.O.5UBFLOOR PROVIDE AND INSTALL FELT BOND ARGH'L OW65. T.O.50FLOOR v EL.SEE PLAN PROVIDE AND INSTALL FELT BOND BREAKER WHERE SLAB IS POURED EL.SEE PLAN L- .. AGAINST FOOTIN6MIALL,TYP. T.O.WALL T.O.WALL BREAKER WHERE SLAB IS POURED T.O.WALL Q EL.SEE PLAN EL.SEE PLAN AGAINST FOOTIN6MIALL.TYP. EL.SEE PLAN GONG.SLAB ON PRE-ENGINEERED �! T.O.SLAB T.O.SLAB 6RADE•SEE PLANS FLOOR TRU55E5, L.5EE PLAN EL. PLAN "y _ SEE PLANS nn�`` _ W (2)44 CONTINUOUS GONG.SLAB ON (2)#5 CONTINUOUS z PRE-ENGINEERED TOP CHORD (2)a5 CONTINUOUS BARS®TOP OF WALL GRADE,SEE PLANS BARS®TOP OF WALL TRIPLE 2x4 SILL(P.T.ON BOTJ FASTENED BEARING FLOOR TRUSSES, _ ID"WALL TO CONCRETE WITH J°DIA,x 12 LONG SEE PLANS BARS®TOP OF WALL AT STAIR OPENING, HOOKED ANCHOR BOLTS®48°O.G. AND - P.T.2x4 SILL FASTENED TO CONCRETE CONTINUOUS PROVIDE(2)ADD'L#5 b"(MIN)FROM BUILDING CORNERS,WALL - O b' BEVELED 2x4 BARS.EXTEND BARS , ENDS,AND DOOR OPENINGS. = ^�// Q •� WITH A'DIA.x 12'LONG HOOKED ANCHOR TYP. SHEAR KEY,TYP. 24"BEYOND EDGE OF CONT.P.T.2xb LEDGER FASTENED � BOLTS a 48'O.G. AND b BUILDING CORNERS,WALL ENDS,AND TO GONG.l^V 0.151"DIA.HILTI TYPE 00 DOOR OPENINGS. v X-U POWDER ACTUATED FASTENERS _ rl m •• ®16"O.G.5TA66ERED.CEILING VJ Q 5TRAPPIN6 SHALL BE FASTENED r� — TO LEDGER W/(2)8d NAIL5 B.O.FOOTING J N 5 P (2)a4 CONTINUOUS FOOTING SHALL BEAR ON BARS®BOTTOM OF c N NATURAL,UNDISTURBED FOOTING T� 10"WALL 5UB-6RADE OR PROPERLY to,MlALL - v COMPACTED GRAVEL FILL. SECTION THRU G GE AT PARTY WALL W 3 SCALE:3/4'=1'-0'' CONTINUOUS PROVIDE AND INSTALL FELT CONTINUOUS PROVIDE AND INSTALL FELT - BEVELED 2x4 BOND BREAKER WHERE BEVELED 2x4 BOND BREAKER WHERE x SHEAR KEY TYP. SLAB 15 POURED A6AIN5T SHEAR KEY NP SLAB 15 POURED AGAINST - FOOTING/WALL,TYP. FOOTIN6/l^IALL,TYP. b GONG.SLAB ON b. GONG.SLAB ON GRADE,SEE PLANS TYP. GRADE.SEE PLANS 4 B.O.FOOTING B.O.FOOTING E5EE PLAN I 2'-0' (2)#5 CONTINUOUSL.VARIES SEE PLANS I'-10" (2)#5 CONTINUOUS 'f- BARS®BOTTOM OF ce BARS®BOTTOM OF v �FOOTING -j U �FOOTING cn FOOTING SHALL BEAR ON m FOOTING SHALL BEAR ON NATURAL,UNDISTURBED NATURAL,UNDISTURBED 5013-64ZADE OR PROPERLY 5UB-GRADE OR PROPERLY COMPACTED GRAVEL FILL. COMPACTED 6RAVEL FILL. 1 SECTION THRU FOUNDATION AT PARTY WALL 4 5EGTION THRU FOUNDATION AT PARTY WALL AT GARAGE SCALE:3/4°=I'-O° SCALE:3/4'=I'-0" CAMERA.O'NEILL CONSULTING ENGINEERS i[rv.;Vrel=n;tife�rin:�•f]cti.Jn Camera/O'Neill ac,s,*•.•.:�•,?I c:?:t 6ENERAL NOTES: CONCRETE NOTES: STRUGMRAL LUMBER.ENGINEERED LUMBER NEW� I.6EWRAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRESSIVE 5TREN6TH OF NOT LE55 THAN 4000 P51 AT 28 I.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF"TIMBER GONSTRUCTION { ._ 4 DIMENSIONS,ELEVATIONS,6RADE5,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 45516 AND 1%). STANDARDS"OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE'NATIONAL DE516N 5PECIFICATION FOR SHOWN ON STRUCTURAL DRAWINGS WITH EXISTING FIELD CONDITIONS 5TRE55-6RADE LUMBER AND ITS FASTENINGS"OF THE-NATIONAL FOREST PRODUCTS ASSOCIATION. ��a`;r3�l�^� 9 AND ALL CONSULTANT DRAWINGS AND REPORTS INCLUDING 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3000 P51 AT t•.' ir•"�`/ 6EOTECHNIGAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM GRADES AND DESIGN VALUES REQUIRED FOR C,GNVENTIONAL,STRUCTURAL LUMBER SHALL BE: C 'Z • '. ' STUDS:CONSTRUCTION GRADE SPRUCE-PINE-FIR,FG=1000 P51,E=1300,000 P51, +r u W - --. 2.ALL SIGNIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COMPRE�551VE STRENGTH OF NOT LESS THAN 4000 P51 AT 28 DAYS JOIST5/RAFTERS/BEAMS:SPRUCE-PINE-FIR NO.2.FB=8i7 P51,E=1,400,000 P51 w S ti THE ARCHITECT OF RECORD. (ENTRAINED AIR CONTENT BETWEEN 45%AND 1%). PRESSURE TREATED LUMBER:SOUTHERN PINE NO.1,E=1,400A00 P51 '� c% '�{i� �� ~'�'~ <- uj 3.ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUCING ADMIXTURE. 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2xb a Ib'O.G.UNLESS NOTED OTHERWISE.FURTHERMORE.ALL WALL '�.''- ,.:=f A� 0 °o GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND STUDS ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FADE OF COLUMN WITH HILTI X-U POWDER DRIVEN ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL. 5.A SET OF FOUR(4)CONCRETE TE5T5 CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TESTING LAB ON FASTENERS a Ib'O.C, U 6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 CUBIC YARDS.ONE CYLINDER SHALL BE BROKEN AT l DAYS,TWO PERMIT SET L) r TRADES'DRAWINGS PRIOR TO CONSTRUCTION. AT 28 DAYS,AND ONE AT 56 DAYS.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARGHITECT OF RECORD. 4.ALL MA)LTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LE55 THAN AN E-GIUUAL NUMBER OF STUDS U Q CODE INFORMATION AND DESIGN LOADS(EXCEPT AS NOTED): AT EACH END,UNLESS NOTED OTHERWISE. b.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDING CODE:INTERNATIONAL BUILDIN6 CODE(IBC),2015 EDITION 5.WOOD COLUMNS MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAIL TOGETHER WITH 160 NAILS.NAIL RELATED REFERENGE:A5GE 1-10 1.A CONCRETE MIX DESIGN SUBMITTAL(5 COPIES)SHALL 6E SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPACING,SHALL BE IN 2 ROWS,SPACED 8'O.G.FROM BOTH 51DE5 STAG6ERED 4"APART. CONCRETE USED ON SITE.MIX DESIGN SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX OF C-ENERAL NOTES-PRE-EN6INEEIRFD HOOD TR1/55E5: FLOOR LIVE LOADS: CONCRETE. 6.UNLESS OTHERWISE NOTED,ALL EXTERIOR OPENINGS SHALL HAVE NOT LESS THAN ONE JACK STUD AND TWO FULL RESIDENTIAL: HEIGHT'5TUP5 AT EACH 51DE OF THE OPENING.ALL INTERIOR BEARING WALL OPENINGS SHALL HAVE NOT LESS THAN 1.WOOD",RUBLES SHALL TRUSS P PER THE"DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD PRIVATE ROOMS a CORRIDORS SERVING THEM:40 P5F D.ALL REINFORCING BARS SHALL BE ASTM A-615 GRADE 60 UNLESS NOTED OTHERWISE. TWO JACK STUDS,AND ONE FULL HE16HT STUD AT EACH SIDE OF THE OPENING UNLESS NOTED OTHERWISE. TRUSS".PUBLISHED BY THE T TRU55 PLATE INSTITUTE. PUBLIC ROOMS a CORRIDORS 5ERVIN5 THEM:100 PSF g.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO 71$ARCHITECT OF RECORD FOR ARCHITECTURAL AND 1.ALL CONVENTIONAL LUMBER ROOF RAFTERS SHALL HAVE A 54MP50N UPLIFT ANCHOR AT EACH BEARING LOCATION. 2.ALL ROOF TRUSSES AND OVERHAN61NG WOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER SNOW AND ROOF LOADS/FACTORS: ENGINEERING REVIEW.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO USE SIMP50N L55U SKEWED AND/OR SLOPED HANGERS AT EACH RAFTER AS REQUIRED.PROVIDE AND INSTALL 125'X20 TRUSS MANUFACTURER'S REQUIREMENT5. MIN.ROOF LIVE LOAD:20 PSF SUBMITTIN6 TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT REBAR LAYOUT,MATERIALS,LENGTHS,LAPS, GA.RIDGE STRAPS(10 8D NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUBSTITUTION). 3 WOOD TRUSS,FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP GROUND SNOW LOAD(Pq):30 P5F BENDS,DETAILS,ETC. DRAWIN55 BEARING SEAL AND SIGNATURE OF THE DES46N PROFESSIONAL ENGINEER,REGISTERED IN THE STATE 8.FLUSH FRAMING SHALL BE SUPPORTED BY JOIST HANGERS DESIGNED FOR THE FULL CAPACITY OF THE SUPPORTED FLAT ROOF SNOW LOAD(Pf):30 P5F OF NEW YORK.SHOP DRAWIN65 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SNOW LOAD IMPORTANCE FACTOR(15):1.0 10.ALL REINFORCING BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 318,BUT IN NO CASE SHALL THEY BE I EI R SUBMITTING TO ARCHITECT.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED TO:TRL65 LAYOUT PLAN; SNOW EXP105lRE FACTOR(Ge):1.0 LE55 THAN 2'-0'OR 48xDIA. TRUSS DETAIL 5HEET5 SHOWING,CONFIGURATION,DIMENSIONS,LOADS,MEMBER SIZES AND GRADES,MEMBER g.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGNED TRUSSES UNDER ALL PARTITIONS RUNNING THERMAL FACTOR(Gt):ID 11.ALL P ELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185,Fg=bo K51 PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO ALIGN FLOOR ELEVATIONS THAT RUN PARALLEL TO FORCES,CONNECTION PLATE SIZES,PERMANENT BRAGIN6 REQUIREMENTS,TRU55 CONNECTION HAN6ER5 FOR PARTITIONS. FLUSH FRAMING,TEMPORARY BRACING REQUIREMENT'5,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TRUSS 6EOTECHNICAL FACTORS: ED DE516NERI,ETG. 12.ALL WELD WIRE FABRIC SHALL BE LAPPED TT"1'�(2)FULL MESH PANELS AT SIDES AND ENDS AND BE SECURELY FROST DEPTH:3'-6' WIREID TOGETHER 10.ALL WOOD IN CONTACT WITH CONCRETE OR MA50NRY SHALL BE PR-55LIRE TREATED WITH PRESERVATIVE. ASSUMED SOIL BEARING CAPACITY:SEE'FOUNDATION NOTES'IT IS ASSUMED THAT 4.TRU55 DESIGNER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW PORK STATE BUILDING CODE AND ALL THE SOILS 5UPPORTIN6 TH15 CON57IMTION PROJECT ARE SUITABLE TO SUPPORT THE FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOC.UM'ENIT5.ADDITIONAL 13.SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRESSIONS AND GUT II.EXTERIOR WALL SHEATHING SHALL B MU E MINIM 15/32 APA STRUCTURAL I RATED SHEATHING.J"HUBER'ZIP"SYSTEM IS PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION ELEN'ENT5),51DEWALK5,AND OUTS. PERMITTED,'ZIP-R'IN5ULATI3D PANELS ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH 8d NAILS REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DE-96N LOADS DUE TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFECTS DUE TO SETTLEMENT,DIFFERENTIAL NOT LE55 THAN b'O.G.ON ALL PANEL EDGES.ALL WALL HORIZONTAL PANEL ED6E5 MUST BE BLOCKED AND NAILED EARTHQU SN AKE, OW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING MEMBERS. Z 5ETTLEMENT,BUOYANCY,ETC.THE DEVELOPER,GENERAL CONTRACTOR,AND/OR SPECIAL TOP CHORD SLOPE REQUIRI�NT5 FOR DRAINAGE,ETC,.TRUSS DESIGNER SHALL CAREFULLY 14.COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,MECHANICAL,ELECTRICAL CONTRACTORS WITHIN 48'OF BUILDING CORNERS.SHEATHING PANELS SHALL BE INSTALL TO SPAN ACROSS FLOOR LEVELS OWNERS SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTECHNICAL ENGINEER TO AND LOCAL AGENCIES (CENTERED ON FLOOR SYSTEM)TO ACHIEVE GONTINJOUS UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. COORDINATE AL LOADS DUE TO MECHANICAL EQUIPMENT AND PLUMBIN6 FIXTURES,INGLUDIN6 BUT NOT LIMITED O TEST AND EVALUATE THE SITE IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO TO TUBS,SHOWER UNIT5,WITH THE 6.6.,ARCHITECT,AND MECHANICAL DESIGN. H VERIFY THESE ASSUMPTIONS AND PROVIDE A 6EOTECHNICAL ETI6INEERIN6 REPORT 15.ALL CONCRETE SHALL BE DETAIL,FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.5UB-FLOORING SHALL BE 3/4"TONGUE a GROOVE APA 5TRUGTURAL I RATED 5FEATHIN6 EXPOSURE I UNLESS w PROCEDURES AND GUIDELINES PRESCRIBED IN THE LATEST EDITION OF'B1ILDIN6 CODE REQUIREMENTS FOR NOTED OTHERWISE.FASTEN 5UB-FLOOR TO SUPPORTING FRAMING WITH INDUSTRY STANDARD 50-FLOOR 5.DEAD LOADS: � WIND FACTORS: ROOF TRUSS TOP CHORD DEAD LOAD:10 P5F RISK CATEGORY:II REINFORCED CONCRETE'AGI-30,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,AGI-301, ADHESIVE AND 8d NAILS a b'O.G. ROOF TRU55 BOTTOM CHORD DEAD LOAD:10 PSF AND ACI-305/306 GUIDES FOR HOT/GOLD WEATHER CONCRETING. BASIC WIND SPEED(V):130 MPH FLOOR TR11%TOP CHORD DEAD LOAD:15 P5F EXPOSURE CATEGORY:B 13.ROOF SHEATHING ON FLAT ROOFS SHALL BE MINIMUM I'Ta6 APA STRUCTURAL I RATED SHEATHING. FLOOR TRUSS BOTTOM CHORD DEAD LOAD:10 PSF Ib.6.G.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD. ALL CONCRETE THAT SHALL O 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 6 TRU55 DESIGNER SHALL DESIGN,MANUFACTURE,AND FURNISH ALL FLOOR TRO55E5 WHICH MEET A LIVE LOAD N ENCLOSURE CLASSIFICATION:ENCLOSED PRODUCE THE DESIRED ARCHITECTURAL FINISH. 6.C.SHALL COORDINATE THE CONCRETE MIX DESIGN(I.E.SELF SHEATHING. DEFLECTION CRITERIA OF L/gbO AND ALL ROOF TRUSSES WHICH MEET A TOTAL LOAD DEFLECTION CRITERIA OF CD INTERNAL PRESSURE GOEFF 61-pl:10.16(ENCLOSED BLOW CONSOLIDATING CONCRETE),REBAR PLAGEMETYT,AND METHODS OF VIBRATION TO PRODUCE A FULLY 3 N SALIENT CORNER DISTANCE:6-0' GDN50LIDATED CONGRETE 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 �� Lr360 UNLESS SPECIFICALLY APPROVED OTHERWISE. ROOF PITCH:21-45 DE6R13=5 MORE THAN b'O.G.ON ALL SUPPORTED PANEL EDGES.NAILS SHALL BE SPACED 4"O.G.IN AREAS WITHIN 48"OF 1.WOOD TRUSS ERECTOR SHALL BE RESPONSIBLE FOR DE-516N AND INSTALLATION OF ALL TEMPORARY UJ COMPONENTS AND CLADDING:UNFACTORED WIND LOADS IT.GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REBAR PLACEMENT,GONCRETE MIX RIDGES,HIPS,RAKES,AND EAVES ERECTION BRACING. F- ZONE5 1,2 a 3 ROOF WIND PRESSURES DESIGN,AND CONCRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION O LT TRIB AREA ZONE I(FIELD) ZONE 2(EDGE) ZONE 3(GONEW R THROUGHOUT.ALL PRECAUTIONS,SHALL BE TAKEN TO AVOID'HONEYCOMBING'AND VOIDS IN CONCRETE 16.ROOF SHEATHING ON CURVED FRAMING MEMBERS SHALL BE THREE LAYERS OF J"APA RATED PLYWOOD 8.TRU55 SPACING SHOWN IN STRUCTURAL ENGINEERING PLANS ARE FOR REFERENCE ONLY.GENERAL 10 SF 30.4 P5F 35b PSF 35b P5F FOUNDATION.TEGHNIOUES,SUCH AS PRE-STA61N6 CONCRETE VIBRATORS IN CONGESTED AREAS,MODIFIED SHEATHING WITH END AND SIDE JOINTS 5TA66ERED BETWEEN SUCCESSIVE LAYERS.EACH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TRU55 SHOP DRAWINGS FOR ACTUAL TRU55 LAYOUT AND SPACING z i 20 SF 2&A P5F 34.0 P5F 34.0 P5F CONCRETE 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 0 50 5F 2bb P5F 52D P5F 32D P5F CONTRACTOR'S DISCRETION. STAGGERED BETWEEN NAILS FROM SUCCESSIVE LAYERS. Q (U Q 100 SF 252 PSF 30.4 PSF 30.4 PSF 18.CONCRETE VOIDS AND EXCESSIVE"HONEY-COMBING'SHALL BE DOCUMENTEDn.SOLID BLOCKING SHALL BE PROVIDED AT RIDGES AND EAVES TO SUPPORT AND FASTEN PANEL EDGES IN AND REPORTED TO THE O 0 E ZONES 4 a 5 WALL WIND PRESSURES ARCHITECT OF RECORD FOR ANALYSIS AND PREPARATION OF A REPAIR METHOD. PARGING,DRY-PACKING,AND ALL CIRGUM5TANGE5 FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR LLI 0 TRIB AREA ZONE 4(FIELD) ZONE 5(CORNER) 'FLOATING'THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING CONTINUOUS PANEL EDGE SUPPORT AND FASTENING. z 10 SF 33D PSF 40.1 P5F SIGNIFICANT VOIDS. LL 20 SF 31.6 P5F 3&.0 P5F I&ENGINEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Z Z Z 50 SF 2qb PSF 343 PSF STRLUGIURAI_STEEL NOTES` DRAHIN55 FOR ALL ENGINEERED LUMBER AND I-JOISTS.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED 100 SF 28.4 P5F 31b P5F 1.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE A156 5PECIFIGATIOM5 AND CODES, TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MEMBERS,BEARING LENGTHS, 500 SF 25.2 P5F 25.2 P5F LATEST EDITION. CONNECTION HANGERS,BLOCKING,BRIDGING.AND SMASH BLOCKS. ck: L; 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAMS(W)SHALL 13E ASTM Agg2 FY=50 KSI.BASE PLATES, 1q.LAMINATED VENEER LUMBER(LVLJ,LAMINATED STRAND LUMBER(LSO.AND PARALLEL STRAND LIUMBER(P5L.)SHALL U J FOUNDATION NOTES: � Q CHANNELS,ANGLES,AND MIS_.STRUCTURAL STEEL SHALL BE ASTM A-36,FY=36 KSI.ALL SQUARE AND BE VERSA-LAM BY B015E CASCADE OR EQUAL. w U Q I.ALL SOIL CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE RECTAN60LAR HOLLOW STRUCTURAL SECTIONS(HSS)SHALL BE A5TM A-500 GRADE B FY MINIMUM 46 KSI. Q V) Q CLEARED FROM THE BUILDING FOOTPRINT. 20.LVL AND PSL BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=3100 PSI,FT=2150 P51,FG=750 3.ALL ANCHOR BOLTS AND THREADED R005 SHALL CONFORM TO THE REQUIREMENTS OF ASTM FI554 AND P51 FG=3000 P51,FV= 28'5 P51,E=2;000000 P51 2.ALL SOIL SUPPORTED FOOTINGS SHALL BE FOUNDED UPON COMPACTED NATURAL A301' SU564 ADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING CAPACITY OF 21.PSL=3000 P51,F 5 SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:F$=2650 PSI,FT=1650 PSI,FG=750 AT LEAST 3000 P5F.6C SHALL BE RESPONSIBLE FOR DETERMINING THE SITE5 4'ALL BOLTS,NUTS AND WASHERS SHALL CONFORM TO THE REQURRDI ANTS OF A6TM A-325 FOR 3/4'DIAMETER P51 Fr,=3000 P51,FV= 285 P51,E=1.100000 P51 HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE. SUITABILITY TO SUPPORT THE Bl11LDING.FURTHERMORE,THE 6.G.SHALL BE L RESPONSIBLE FOR CONSTRUCTING THIS BUILDING AND SURROUNDING SITE/5U86RADE 22. AND PSLS SHALL BE FR13 OF FINGER JOINTS.SCARF JOINTS OR MECHANICAL GONNEGT10N5 FOR THE RILL O IN STRICT ACCORDANCE WITH THI5 REQIUIREMENT. 5.ALL WELDING ELECTRODES SHALL BE ElOXX. LENGTHTH OF THEgZ 3.BEDROCK/LEDGE SHALL BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF 6.ALL WELDING SHALL BE DOTE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AP6'C SHALL B ODE FOR ARG 23.ADHESIVE USED E WATERPROOF,MEETIN6 THE REQUIREMENTS OF A5TM D-255q-16. FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED GRAVEL AND 6A5 WELDING IN BUILDING CONSTRUCTION LATEST EDITION. _ 24.ALL SIMPSON CONNECTORS(HAN6ER5,STRAPS.UPLIFT(ONNECTORS.P05T CAPS,EGT)SHALL BE COATED WITH 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOIL5 TESTING LAB ON 1.NO CONNEGTION SHALL CONSIST OF LE%THAN TWO 3/4'DIAMETER BOLTS OR WELDS DEVELOPING A MINIMUM Z-MAX CORROSION RESISTANCE OR APPROVED`.SUBSTITUTE. � Q� EACH TYPE OF SOIL TO BE COMPACTED. OF 10,000 POUNDS UNL.E55 NOTED OTHERWISE. 25.ALL FASTENERS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE 5.SOIL SHALL BE COMPACTED TO NOT LE55 THAN g5%OF MAXIMUM DRY DENSITY PER 8•ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4'UNLESS NOTED OTHERWISE. PRESERVATIVE TREATMENT USED. - ASTM 01551 IN LIFTS NOT TO EXCEED 6"LOOSE DEPTH. q.ALL WELDS SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY 2b.ALL FASTENERS EXPOSED TO MOISTURE,EXPECTED CONDENSATION,PRESSURE TREATED LUMBER,AND/OR THE = -� b.FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT SOILS TESTING LAB U-�-50NIG TESTING. WEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-WRR051VE _ O Lr) GOATIN5 CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. O TO VERIFY COMPACTION.A GOP(OF ALL TEST REPORTS SHALL BE FILED WITH THE 10.AN INDEPENDENT STEEL.TESTING AGENCY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TESTING.THE ARCHITECT OF REGARD. 5TRUGTLRAL STEEL FABRICATOR AND ERECTOR SHALL 56fEML.E ALL WORK TO ALLOW THE ABOVE TESTING 21.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RE51ST UPLIFT LOADS WITH SIMP50N PG/EPC L- 1.BACKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS IN INGREMENTS NOT TO RC-QUIR> NTS TO BE COMPLETED.A DOPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. POST GAPS AND 48'LONG"LE55 OTHERWI5E NOTED)SIMP50N 206A COIL STRAPS.STRAPS SHALL BE co r- EXCEED 2 FEET MAXIMUM DIFFERENTIAL. II.THE CONTRACTOR SHALL BE 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 _ I SEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. 100 NAILS THROUGH ALL AVAILABLE NAIL HOLES. 8.SEE PLUMBING ELE CTRICAL ECTRICAL DRAWINGS FOR UNDER FLOOR SYSTEMS AND SPECIAL - try ^ GRANULAR FILL MATERIAL REQUIREMENTS. 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE GLEANED OF ALL RUST,LOOSE 28•ALL CEILING FRAMING(INCLUDING TRU55 BOTTOM CHORDS)ADJACENT TO EXTERIOR WALLS SHALL BE _ �+ MILL SCALE AND OTHER FOREIGN MATERIALS AND RECEIVE ONE COAT OF APPROVED PRIMER PAINT.REFER TO FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS AGAINST LATERALMOVEMENTS.COORDINATE ALL CEILING / ^' q.NO FOOTINGS OR SLABS SHALL BE POURED INTO OR AGAINST SUB6RADE CONTAINING ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. FRAMING WITH ARCHITEGT OF RECORD. l / `V4 FREE WATER OR ICE. n` 2q.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE a INSTALL W 10.ALL SLABS-ON-GRADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 13.PROVIDE a INSTALL J"FULLY WELDED AND FITTED WEB STIFFENERS BOTH SIDES AT ALL BEARING a POINT GONTINUOU5 2X8 CLEAT FASTENED THROUGH SHEATHING AND INTO EACH ROOF RAFTER WITH(2)#10 DECKING C N GRANULAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER.COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FL.AWE5 UNLESS NOTED OTHERWISE SCREWS.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)16d TOE-NAILS AND SINGLE#10 DECKING SGREW a--- Sl/B6RADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6EOTECHNICAL ENGINEERS THROUGH TOP OF RAFTER. 14 GUTS,HOLES,OPENINGS,ETC,.REQUIRED IN 5TRLUG STEEL ST EL MEMBERS FOR THE WORK OF OTHER TRADES _ OF REGARD. SHALL BE SHOWN ON SHOP DRAWIN65 FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF -� HOLES OR GUTS IN STRUCTURAL 517�1.MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN 30.PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRUSS. _ 11.FORGES DUE TO HYDROSTATIC,PRE55URE HAVE NOT BEEN CONSIDERED IN THE THIS PLYWOOD TIE PANEL SHALL'BE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR 5TUD5 WITH 8d NAILS a b"O.C. DESIGN OF THE FOUNDATION FOR THIS STRUCTURE.IT 15 THE RESPONSIBILITY OF THE PERMISSION FROM THE STRUCTURAL-EN61NffR OF RECORD. (B NAILS PER STUD).PLYWOODF�ANEL SHAM BE FASTENED TO 1TE PRE-ENGINEERED WOOD RIM TR1155 TOP CHORDS, 6ENERAL CONTRACTOR/OWNER TO CONFIRM WITH A 6EOTECHNIGAL ENGINEER,CIVIL 15.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURALBOTTOMCam•AND RIBBON 41ST5 W/8d NAILS a 6'O.G.AND TO THE TRV55 VERTICAL MEMBERS WITH 8d NAILS a = c ENGINEER,OR OTHER QUALIFIED DESIGN PROFESSIONAL TO ENSURE HYDROSTATIC AND EN51NEERIN6 REVIEW.SHOP DRANN55 SHALL BE REVIEWED AND APPROVED BY THE GENERAL b'O.G.(3 NAILS PER V@RTIGAL THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FORGES DO NOT EXIST. CONTRACTOR PRIOR TO SUBMITTIN6 TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUDS WITH 8d NAILS a O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAIL WITH 12.ALL DAMP-PROOFING,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE MATERIALS,LENGTHS,GUTS,5TIFFENER5,CONNECTIONS,DETAILS,ANCHOR BOLTS,LEVELING PLATES,EMBEDDED 8d NAILS a b'O.G."EXCEPTION:PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL.HEIGHT KING STUD AND JACK ITEMS,ETC,. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KING AND JACK) V) RESPONSIBILITY OF OTHERS. z: Y J Y Y G CAMERA-O*NEILL ENGINEERS CONSULTING ENGINEERS Camera/O'Neill �:;.o�;u•9-•9:wry PROVIDE 51HP50N LU5210 O p FACE MOUNT HANGERS AT %�,A ALL DECK JOISTS,TYP. /2 n 4" jSp Z Z >'� =J jCi"' cc Q W O p •- N o - 4 50'' PERMIT SET U Z u P. 2xl DEC 0 0 a O w JOI TS a Ib' u.l �` CONTINUOUS P.T.2x12 x �'\x�� PROVIDE a INSTALL �'Z. x S'�x LEDGER FASTENED N ry a a 51MP50H ABU44 STANDOFF v THROUGH SHEATHING AND 0 0 BASE t FASTEN TO CONC. INTO RIM J015T/WALL < < FASTEN FIRST WALL W/!Y&'DIA.EPDXIED STUDS W/(2)YW x 4"LONG. b STUD TO GONG.FON. THREADED ANCHOR ROD(6' b SIMPSON 501"15 a 16"O.G. WALL W/HILTI TYPE X-U EMBED) 50.1 PROVIDE d INSTALL POWER ACTUATEDFASTENERSPAIR OF 5IMP50N r ? N 7c FASTERS AT 16'OG 0TT2Z TENSION 71E5 STl�6I32ED 1PROOVE it --- —TRIP-1 ---I PAIR OF SIMP50N �jj II11 I111 �� DOUBLE ROW OF e� OT72Z TEN51ON TIES {jj RAL DEPTH SOLID BLOGKIN6 DOUBLE ROW OF Jill o PER TR1155 O J T I111 HAPH RS PER TRU55 O O j w w BLOCKINSI111 INN W if1 PROVIDE t INSTALL 14' v w Q �1111 PROVIDE d INSTALL Yj' vZwV uj Q 92 �o `p OD >. LALLY COLUMNS,TYP. LALLY COLUMNS,TYP. — N 111 Z w O dl I 4`L'`�CY ?x6 F w O Q 1 th 4'L'4LLY ui 2x6LE O _ �sr _ > I ® IIII uj w I ® �rllll w 50.2 5 <1111 TRUSS DESIGNER NOTE: Z. �'2 5 50.1 a l l l l TRUSS DESIGNER NOTE - EL IL p gmllr= GIR 50.1 w O nll PRE-ENGINEERED GIRDER OR w p '1111 PRE-ENGINEERED DER TRU! OR CD o AT ALL HSS COLUMNS, o AT ALL FISS COLUMNS, N POINT _ POINT LOAD 0 C) Z ACLO ATE FACE MOUNT HANGER DATE FACE MOUNT HANGER C L ���, DOUBLE 16'L.VL.BEAM(FLUSH)DI GTLY ���, DOUBLE I6'L.V1_.BEAM(FLUSH)DI CTLY Q O� w> PROVIDE a INSTALL I R N j� I R JL INDICATES APPROX. PROVIDE a INSTALL ROW � DIRECTLY BELOW BELOW BEARING WALL O (� _j ,� O O BLOCKING SUPPORTING POINT LOADS I -~ 1 HANGERS PER TRUSS —°C HANGERS PER TR115� u O O - 2 Z Z BELOW POINT LOAD BELOW POINT LOAD d w 16'DEEP PRE-ENGINEERED O _ _ I6'DEEP PRE-ENGINEERED r CIRVER 5k N Q w LLI �- HOOD TRUSSES a 16'O.G. V FUC,G1612-505 I WOOD TRL6SE5 a Ib'O.G. V ►l1COblZ sos AM w U Q uj T o o y � N Q Y PRE-EN6ILERED 51RDER oC w w TRUSS OR DOUBLE Ib' 6 TRUSS OR DOUBLE 16- —�� k �� r w c IL j5 p .r LVL.BEAM(FLJU6W Q Q A �.p...: L.V.L BEAM(FLUSH) Q Q PRE-ENGINEERED GI TRU55 OR PRE-ENGINEERED 61 TR1)55 OR - COORDINATE STAIR DOUBLE Ib'LVL. (FLU5W COORDINATE STAIR DOUBLE 16"LVL. AM USED O OPENING DIMENSIONS W/ OPENING DIMENSIONS W/ b ARCHL ON65 b ARGHL DW65. - SO.I 50.1 LS 51M PROVIDE a INSTALL SIM PROVIDE IS INSTALL _ nn`` BEAM POCKET AND P.T. 10 BEAM POCKET AND P.T. IO W BEARING PLATE TO r�I BEARING PLATE TO ACCOMMODATE BEAM. ACCOMMODATE BEAM. PROTECT UNTREATED PROTECT UNTREATED LUMBER WITH BUILDING LUF15ER WITH BUILDING � FELT,TYP. FELT,TYP. L - r ^ O V V v Lo 2 -- --- -- --"---- O 0 0 a w LL 3 5 w 3 5 w 50.2 50.1 50 2 50.1 L0 SIM SIM fl _ r 1 cy v 5 5 - _ W O, 50.1 z (N C3 7. i i •E _ (V) -----_------------------- -------•----------- Y V 1 SIM 50.1 SO.I 51M 50.1 50.1 x &5�ALEFL114"= IRST OOR FRAMING-WALK OUT BASEMENT A FIRST FLOOR FRAMING-EGRESS WINDOW : 1'-0" SCALE:1/4'=I'-O' _ • PLAN NOTES: PLAN NOTES GONT.: I. #J-#K JACK AND KIN&5TUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(Le.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED h1£T�ER5 SHALL BE GANGED TOGETHER IN AGGORDANGE WITH MANUFACTURER 5 RILL-HEIGHT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADM REQUIREMENTS AND PREVAILIN5 STATE BUILDING CODE. NJ61Z 10.ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURERS 2. -INDICATES SIMP50N 5TRON6-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. - SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WITH THE MAXIMUM FASTENER 51ZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE Y2'THICK'5PRINOFIELD"GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A 6ENERAL 6UIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL - 4. 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 6ANGE0 TO A DOUBLE KIN&STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T."DENOTE PRE55URE TREATED OR WOLMANIZED LUMBER 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL 6. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,&EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HEIGHT COLUMNS WHICH PA55 THROU6H FLOOR OR CEILING FRAMIN6 SYSTEMS SHALL BE R1LLY BLOCKED AND 09-AWIN65 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-OUT5,AND ALL OTHER APPLIED - 8. ALL PLATFORM FRAMED POSTS,WALL5,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND RAJ_Y COORDINATED WITH THE CRIPPLE STUDS,"SMASH BLOCKS",AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. CAMERA.O'NEILL CONSULTING ENGINEERS Camera/O'Neill C' .. w V j JD J N iL.CJ `1 C f , ti f �•- }Odx -T uj o 0 w PERMIT SET u .� oc ;J Q L PRE-ENG,INEERED ROOF V. TRUSS,SEE PLANS? r-7XB.,GOORD.W/ ZAD APA RATED WALL SHEATHING SEE ARCHL - - GENERAL TES. JACENT NO SINGLE 2x6 SOLE PLATE UNIT 7 UPPER ROOF TRU55 SHALL- / BEAR ON LOW ROOF TRUSS 0 2x6 WOOD STUDS a 16"O.G. N TIC,PLYWOOD Z Q SUB-FLOOR O LL Q V W 0 LU LL PROVIDE AND INSTALL TRIPLE 2x6 STUB PO5T/50UA5H BLOCK MOT j SHOW BELOW ALL JAMB AND POST LOCATION5 ABOVE. 2x6 016'O.G.BEARING WALL 0 Qp (SHOWN 511ADED) CN Lu Lu PRE-ENGINEERED WOOD N IL g DOUBLE 2x6 TOP PPLLAANS SEE PRE-EN6INEE PLATE,TYP. TR 605,SEE PL PROVIDE 2x DIA6. BRACING a 46"O.G. 01- PROVIDE BLOCKING,BETWEEN J L FLOOR TRUSSES TO PROVIDE N SUBSTRATE FOR FLOOR Q `U —0 5HEATHIN5 FASTENING w O E ub SECTION THROUGH EXTERIOR WALL-PARALLEL FRAMING SCALE:3/4'=1'-O' I - - -~-- z z V PRE-ENC71HEERM FLOOR CL TRUSS,SEE PLANS w w J W 2xb 016"O.G. 2xb alb'O.G.BEARING WALL— w U Q BEARIN6/SFEARWALL 0 N 0 C) GON GE 2x6 alb'O.G.BEARING WALL - - PTUAL SECTION APA RATED WALL SHEATHING,SEE 6 WB.,COORD.W/ SCALE:I/2"=I'-0° GENERAL NOTES. ARGHL SINGLE 2xb SOLE PLATE 2x6 WOOD STUDS a 16'O.C, O_ J'Tt6 PLYWOOD Z >- PROVIDE GONTINUOU5 2x4'RIBBON' SUB-FLOOR. FASTENED TO EA.FLOOR TRUSS IV / LLO o 12d NAILS �Q Y ` O w LLPROVIDE AND INSTALL TRIPLE 2x6 STUB O POST/5A5H BLOCK MOT 5HOWAU QU x BELOW ALL JAMB AND POST LOC 2x BLOCKING AND TRU55 LOCATIONS 2x HARDWARE PER J015T _ 1 ABOVE. DESIGNER. p w APA RATED WALL — W lA '�—^ >>� �PRE-ENSINEEREO WOOD 2x6 STUDS a NOTES. - �— �+ FLOOR TRUSSES,SEE !j'APA RATED WALL I6'O.G. _ u DOUBLE 2xb TOP PN5 SHEATHING,SEE GENERAL 0-4PLATE,TYP. NOTES. 2x BLOCKING,AND TRUSS - — ^�' CONNECTION HARDWARE PER JOIST `v DESIGNER. _ ENNEERED ROOF SINGLE 2x6 ffiZID SOLE PLATE 5.SEE PLPLANS = PRE-EN61N —J TRUSS, PROVIDE I SECTION THROUGH EXTERIOR WALL-PERPENDICULAR FRAMING SEED G PLANS � Y HANGERS PER INSTALL TRU55 _ "T t APA RATED 5 SCALE:3/4'=1'-O' �PRE-EN61NEERED PLYWOOD SU19FLOOR DESIGNER,TYP. _ "Tt 6 PLYWOOD PROVIDE t WOOD TRUSS, TRUSS DESIGNER NOTE: ROOF SHEATHING ty INSTALL UPLIFT S PLANS T - ANGHORAE PER AGGOMMODATE 6 LEDC7ER. - �APA RATED Ts PLYWOOD TRUSS DESI&OZ SHEATHING LAP SHEATHING PROVIDE AND INSTALL UPLIFT I U'-11%'MINIMUM ANCHORAGE PER TRU55 _ ti DESIGNER 1'-0'MAX 'LNTINJOU5 2xB LED6ER a HEEL OF PRE-ENGINEERED FLOOR PROVIDE t INSTALL UPLIFT - MONO-SLOPE TF45SES FASTENED THROUGH TRUSSES,SEE PLANS L V.L.BEAM,SEE PLANS ANGHORAGE PER TRUSS TRU55 DESIGNER NOTE SHEATHING AND INTO TRU55 MEMBERS WITH(2) DESIGNER - 'x�'51MP50N S05 5GREW5 a 16'O.G. FASTEN PLYWOOD TO PROVIDE SEAT TO REAR TO TRUSS DESIGNER'S REQUIREMENTS L.V.L.BEAM W/(2) 6ONTINUOU5 2xIO L.E06ER a HEEL OF ACCOMMODATE LEDGER.2x LADDER FRAMED RAKE FOR TRUSS FA5TENIN65 TO LEDGER AND WALL ROWS OF 8d NAILS MONO-SLOPE TRUSSES FASTENED THROUGH a 4'O.G SHEATHING AND INTO WALL STUDS WITH(3)J"xb' - PRE-EN67INEERED SIMP50N 505 56REW5 a 16'O.G. _ }'APA 5TRUGTURAL I RATED WOOD ROOF TRU55 REFER TO TRU55 DESIGNER'S REOUIREMENT5 FOR - EXTERIOR PLYWOOD SHEATHING. TRUSS FASTENINGS TO LEDGER AND WALL. SHEATHING,SHALL EXTEND TO PRE-EN61NEERED TOP OF GABLE END TRU55 WOOD GABLE • END ROOF LRU55 (D_�E CTION THROUGH LOW ROOFSECTION AT SHED DORMER ALE:3/4'=1'-0' 0SCALE:3/4"=I'-0" SEE ARCH.FOR EXTERIOR _ FINISHES,TYP. Ar 4 RAKE LADDER FRAME DETAIL AT TRU55E5 56ALE:3/4"=I'-O" G CAMERA-O'NEILL CONSULTING ENGINEERS •:urn :u'c-r i:::; Camera/O'Neill PROVIDE AND INSTALL 48"LONG.20 GA� r 5IMP50N COIL STRAP FROM ONE 51DE OF BEAM,5EE PLAN �F x:Eyr POST,UP AND OVER THE TOP OF THE BEAM, ��- Y, AND DOWN THE OTHER SIDE.FILL ALL ? AVAILABLE NAIL HOLE5 WITH IOd NAILS. Co BOTTOM OF POST SIM,SEE GENERAL NOTES ��,.�i��•,�j��,Y,:;,t SIMPSON PG OR EPG POST GAP, i K:i W CC ?;, SEE GENERAL NOTES v) M, 5 f i:.:+mot{yl� �•,�J ~'�` � _••o ALL PORCH BEAMS SHALL BE P.T.POST ALL PORCH BEAMS SHALL BE 'f U < cc uj FASTENED TO POSTS TO SEE PI-pNS �� FASTENED TO Pp575 TO ": + p G p 99 RE515T UPLIFT WITH 5IMP50N GABLE END BRACIN6 j RESIST UPLIFT WITH 51Ma50N 5ABLE END BRACING �" - a COIL STRAPS,SEE DETAIL CEILING/BOTTOM CHORD OF TRU55 COIL STRAPS.SEE DETAIL _ ' SHALL BE FASTENED TO EFFECTIVELY sHALLNBE F STENED TO EFFECTIVELY TIV PERMIT SET U r Z PROVIDE SIMPSON H25A PROVIDE SIMPSON H2.5A I J ,� o BRACE GABLE END WALLS. BRAGE 6ABLE END WALLS. p, p UPLIFT ANCHORS AT EA. 0 0 0 0UPLIFT ANCHORS AT EA. O -___ Q o� �, o�, \.� _ _-__ _____ _ DEGK/PORGH$EAM STRAP DETAIL -o.�-o\,k -po�� -o. __ S•>t g a END OF All ROOF JOISTS, S• �,,,\ C'�YZTYPICAL S`. END OF ALL RDOF JOISTS. •S\. TYP. .�x.�,� ALE:3/4°=I'-0. ,. x TYP. 1;K n a CONTI TRIPLE 2x10 BEAM(DROPPED) n n > Co U5 TRIPLE 2.10 BEAM(DROPPED) a PROVIDE SIMPSON LU52i = _= =_ ___ __ __ __ _E ____ ____ g IEEE-CONTINU01:5 2x10 LEDGER FASTENED __FAGS MOUNT HANGERS AT THROL*H SHEATHING AND INTO WALL PROVIDE 51MP50N LU5210 CONTINUOUS ATH LEDGER FASTENED ALL ROOF J015T5,TYP. A 10 OF 1ST ®I ��� STUDS W/Y4'x4Y�SIMPSON SD5 SCREWS FACE MOUNT HAN6ER5 AT / THROUGH SF+EAtHING AND INTO WALL ID TV1=1== :ul STUDS W/Y4"x4f4'5IMP50N 505 SCREWS ALL ROOF JOISTS,TYP. O.G(8' N. AI IN6) QI� ®16"D.�STAGGERED O.G(8't N. R-tAI ING) �;� �16'O�.STAGGERED r r r �I O r PROVIDE t INSTALLx? 7� PROVIDE d INSTALL04 - PAIR OF 51MP5ON PAIR OF 5IMP50N 0TT2Z TENSION TIES OTT2Z TENSION TIES =-____ ,I•I __'_' =_= __ TF2tf'LE"2x8 TRIPLE 2x8 T121PL 2x8 ; TRIPLE 2x8 TRIPLE 2x8 TRIFLE'2x8 T12tPLE 2x8 TRIPLE 2x8 Ti2tPLE 2x8 '•;E TRIPLE 2x8 TRIPLE 2x8 TRIPLE 2x9 HEADER HEADER HEADER N W HEADER HEADER HEADER N II'I . PRE-ENGINEERED ROOF GIRDER j$!!q \, 1 PRE-EN6INEERED ROOF 61RDER DOUBLE ROW OF OTT2Z TENSION TIES TRUSS BOTTOM CHORD �, 1tIJ DOUBLE ROW OF DT72Z TENSION TIES TRU55 BOTTOM CHORD F, 11JJ ADJACENT BL°C'K1N6 J 1 ADJACENT EbLOGKIN6 g UNIT 7 UNIT 7 w< W< .. willwill N�1 2 �� �d- 2 Z NQTF. 7U 51.1 a"i: Ow_j 51.I N 2 " PLUMBING LINE LOCATION, 2 W PLUMBING LINE LOCATION. g 50.2 p� 50.2 rpm � �O� ci � PROVIDE a INSTALL PQ Wl, -i N„ PROVIDE 4 INSTALLn0Q DESIGNER.TYP. Iql Q- DES16NER,TYP. � v O N PRE-ENGINEERED - PRE-ENGINEERED Z O 61RDER TRUSS OR QUAD 61RDER TRUSS OR QUAD Q TAPER BEAM END AS REQ'D o p ,� C TAPER MAM END AS REQb � � 2x4®Ib°O.G.BEARING �cj+Q� TO MATCH ROOF PROFILE 2x4®Ib'O.G.BEARING �h+Q� TO MATGH,ROOF PROFILE (MIN.DEPTH REMAINING=b') (MIN.DEPTH R�MAININ6=b•) 5 WALL(SI TOWN SHADED) �? WALL(SHOHN SHADED) _ `?ci O THI5 WALL 15 THE PARTY it'p �c4®Ib'O G.BEARING _ THIS WALL IS THE PARTY ry w fl 2x4®I6.O.G.BEARING O (� WALL BETWEEN UNITS ® w, WALL BETWEEN UNITS p ® J dW �� 2� p w �_�� Z� W V �_J �� W- Ll �_ �� Q 1 p f{ ioRln, p< tll� ,p < O O °- � MINI `-° �� °- !III OZ Z �5PAN ENGINEERED 61RDER OR z IqI + 2-SPAN ENGINEERED GIRDER rRuss OR > r lDOUB' Ilb-TY LVL.BEAM LUSk) N> D Ilb75'L.VL.BEAM(FLUSH) > jlIII Uwu410 TAPER BEAM U41p TAPER BEAM2 AN PRE-ENGINEERED 61RDEiR TRUS END AS REQD 12'DEEP _ 2 AN PRE-fN61N13=RED GIRDER TRUr�OR �L\P- END AS REQ'D 'A IqI N �DOUBLE IIb75'L.VL.BEAM(FLU5FUQ TO MATCH ROOFlgl PRE-ENGINEERED �„ DOUBLE IIb75'L.VL.BEAM(FLUSH)- P� 1 a TO MATCH ROOF qq w () Q PROFILE(MIN. WOOD _ PROFILE(MIN. N _ DEPTH INI ®Ib•O.C. III r< FASTEN FIRST JOIST THROUGH < DEPTH III FASTEN FIRST JOIST TIiROl16H i� PRE-tT161NEfD c REMAINING=b') IqI �/ SHEATHING AND INTO WALL PRE-EN61NEfRED REMAINING=6") STUDS/RIM W/Y4'x4�'SIMPSON ` 09 ( STUDS/RIM W/Ys'x4Y�SIMPSON J 61RDER TRUSS SHEATHING AND INTO WALL ?+ ,; 61RDER TRUSS j PRE-ENGINEERED p GIRDER TRU55 OR QUAD 505 5GREW5 AT I6'O.G. p PRE-ENGINEERED :::::: tU p SDS SCREWS AT I6'O G. T IIb75'L.VL BEAM(FLUSH) ?+ T p J IIbl55"L.VL.BEAM(FLUSH) -....:.....y;t:b:'>:::::•.: -:.s;:s:::.:-`.{::::::?;:,;v>::;::::::::a,•.:'-.>::a::c;::;.::v};:::�:;;,,, PT ...................... - SOT ........................ .......... Ln hey Iq h ti y. ?d'� - 0 2 n a TAPERED 2x10 ROOF JOISTS®Ib' tY �`+wII! J --TAPERED 2x10 ROOF JOISTS®Ib' AS REQUIRED TO ::g~s; w'n Q a�Iq O.G.(8'MIN.DEPTH REMAINING) - O W�Iq _ 3�^ _ O.G.(8•MIN.DEPTH REMAINING) _� K m ti AS REQUIRED TO gs. 2uj< _ _JQr K HANGERS -4 J `� III ° HAN6ER5 Q, 4-j dp 0 Ww >�` Na N ww >� N�III N - T Z III w CONTINUOUS 2x10 LEDGER FASTENED p W _ lip ` p w w J WCONTINUOUS 2x10 LEDGER FASTENED INDICATES APPROTRUSS PE-51G44ER K a te THROUGH 5HEATHIN6 AND INTO WALL R T e III _ THROUGH SHEATHIN6 AND INTO WALL - 1y III K INDICATES APPROX. L ADJACENT x \" STUDS W/Ys'x414.51MP50N 505 SCREWS ADJACENT (Y STUDS W/Y4°x4Yz'SIMP50N 505 SCREWS _ r IT H 5 ®16'O.G.STAGGERED ®Ib'O.G.STAGGERED - �,/ UN 7 GOORD.W/ARG J6.C. ?: :: UNIT 70 CHORD.W/ARGHJ6.G. ' A fFE-EN6INEERED ROOF 61RDER r 4k4 _ • PRE fN6 RODE 61RDER ..... ...........'.:-:.. TRU55 BOTTOM CHORD (tea 05� �sr � t :: ::::^ TRUSS BOTTOM CHORD �p p(f'� �r LL, vj co -FASTEN FIRST JOIST THROUGH -FASTEN FIR5T J015T THROUGH 2 5HEATHINS AND INTO WALL 2 SHEATHING AND INTO WALL W STUDS/RIM W/Y4'x4Y�SIMPSON 5TUD5/RIM W/)'4'x412'5IMP50N 50.2 SDS SCREWS AT Ib'O.G. `�•2 SDS SCREWS AT Ib'O G. L(� 2x6®16"O.G.BEARING 2xb®16.O.G.BEARING - U N - - -- - I - -- --- ------- - ---- ------ --- - - --- ' _ - N 51.1 51.1 = o IqI W!III - �qII �!III D G D O qII - 6 D OW qJl V) :.. x ......�........................................_....TFz1PLE 4,5••L.V11.•HEADL-R ........._...........::�::::::>:: n Iql ......,...................... .......-•-----TRIPLE.A5.'L,VL.HEADER ----- -- --------------------- ..............................;:�� qII ........ _ __----___________-- .................... Nw qII ---- - -------- -- - � �••TRIP(Jw 2x8 HEADER TRIP! 2$HEADER - TR PL E 2x8 HEADER TRIPLE Z 8 HEADER 3 3 Y 51.1 51.1 Y, A 5EGOND FLOOR FRAMING-WITH ELEVATOR 5EGOND FLOOR FRAMING-WITHOUT ELEVATOR SCALE:I/4'=1'-O" (�56ALE:1/4"=1'-O" a PLAN NOTES: PLAN NOTES CONT.: • I. #J-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER A5 ADJACENT STUDS.(I e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED TOGETHER IN AC 0RDANGE WITH MANUFAGTlR2ER5 HILL-HEIGHT KING 51105 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 GANGED TOGETHER IN AGGORDANCE WITH MANUFACTURER 5 2. -INDICATES 5IMP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMPSON HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILINS STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONGRETE.PROVIDE Y2-THICK•5PRIN6FIELD"GAP 12. MEMBER LAYOUT DEPICTED ON TH15 PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMN5. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL ' 4. UNLE-55 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 6AN6ED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAM5 AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL 6. REFER TO 6ENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH GIVIL,6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HE16HT COLUMNS WHICH PASS THROU6H FLOOR OR CEILING FRAMIN6 SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO CONSTRUGTION. _ 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 8. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,"SQUASH BLOGKS",AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. G CAMERA-O'NEILL CONSULTING ENGINEERS S:rvc:�ral Frri�:t�.i:iy•n+vyn P..I.Jr. LADDER FRAMED RAKES NOTE pors ry-:r.,DIo_2:: LADDER FRAMED RAKES ARE NOT SHOWN Camera/O'Neill _.3 FOR CLARITY.REFER TO DETAILS 4/51.1 FOR ADDITIONAL INFORMATION C EW Y i TRU55 DESIGNER NOTE TRU55 DESIGNER 15 RESPONSIBLE FOR 5PECIFYIN6 ALL CONNECTION AND O_44 0,. UPLIFT HARDWARE.TRUSSES SHALL$E •�'��.��.f^�,`.s n} a; zzLu a;o c� DESIGNED TO MEET ALL BEARING • REQUIREMENTS.APPROACHES TO W - -•5 ACHIEVE REQUIRED BEARING INGLUDE, �` '`"°'x:,`;N, ti m BUT ARE NOT LIMITED TO,BEARING '< i,: ,� �-�n Q ENGHANGERS,ADDITIONAL TRUSS in W(J - PLIES,DIFFERENT MATERIALS.ETC [;r� °C o W o SEE GENERAL NOTES FOR ADDITIONAL �� p 'o;o REQUIREMENTS/INFORMATION U x J PERMIT SET z ar V Q TRV%BLOCKING PROVIDE AND INSTALL SOLID SABLE END BRACING BLOCKING EA.51DE OF ALL RIDGES, GABLE END BRACING CEILING/BOTTOM CHORD OF TRL156 VALLEYS d HIPS AND AT ALL EAVES - r-: CEILING/BOTTOM CHORD OF TlZr% I I SHALL BE FASTENED TO EFFECTIVELY TO SUPPORT AND FASTEN SHEATHING SHALL BE FASTENED TO EFFECTIVELY BRACE GABLE END WALLS. PANEL EDGES.SEE GENERAL NOTES J '� ; BRAGS&ABLE END WALLS. I I FIRST RAFTER/FIRST TRU55 Al > > r FASTEN FIRST RAFTER/TRU55 THROUGH > TPL 2x6 > TPL €I HEADER HEADER HEADER -- - ---- 5HEATHIN6 INTO WALL 5TUD5/TRU55 - i -- - -- HEADER HE2x6ADER—" _= MEMBERS W/Yi x45/s 51MP50N SON ——— — — ——— — I —— — —— ............ .. SCREWS AT Ib'O.G.STAGGERED MESS OTHERWISE NOTED) PRE-EN61NEEFZW WOOD I PRE-ENGINEERED WOOD GIRDER TRU55 �----- CARDER TRU55 I > IHI I ,/LI I z 51.1 51.1 w fit 1 ADJACENT Q IIII L AD�AGENT I p IHI: UNIT 7 UNIT 7 TRU55 I TRUSS O / hr BLOCKING, / /K �BLOCKIN6, N SEE NOTE SEE NOTE O tCN -- - -- -- -TRUSSry . TRJ55 N / z o� BLOGKIN6,� I BLOGKIN6,� W w IHI! I — SEE NOTE g W IIIIt N SEE NOTE � I n O w a HII ( IX �� _ I V •+-� o � I � O ��IIII. � O i— Q� rq TRu55 04 ✓ I TRUSS X O O O w�IIII Lu uj u� Z Z Z BLOCKING, BLOCKING, W W - SEE NOTE HII I 5EE NOTE a IHI' 0 - - - w w lii GOORD.ELEVATOR r 1 K w Q ~ OVERRUN W/ARCHL DW65. U 1 /K a IIII' i Ifll .......... ........;. •..'.• O GONn 2xlo of GONn 2xI0 OF }- MONO-% F f}�20UGH MONO-SL FA THROUGH 5 wn(3) ATUIh PTLVG WITH(3) kb'S1 N SDS ®I'O.G. d REFER T TRUSS 16NE*5 IREMENTS �REFERIT TRL55 &NE'S I IREMENTS Y FOR TRU FASTENN66 TO L R AND FOR TRU 5 FASTEN T R AND _ y IIII x -� GOORD.ATTIC x PRE-ENGINEERED WOOD IuI rr nn 61R.DER TRUSSGOORD.ATTIC I PRE-ENGINEERED WOOD V O AGGE55 DIMEN51ON5 I ACCESS DIMENSIONS �/ O W/ARGH'L DWGS. PRE-EN61 -"wgrr— -- --� W/ARGH'L DW65. PRE-EN61 51RL7BeiRUSfr -- -- m PRE-ENGINEERED D GIRDER TRU55 `} PRE-EN61NliRED D GIRDER nar-6 — VJ L.! 2xb LEDGER TO PROVI 7-0 PROVI r 1 ^' 1 ADJACENT SUBSTRATE FOR SHEATHING 1 ADJACENT 7 :: SUBSTRATE FOR SHEATHIN6 I V `v UNIT F. TENIN6.FASTEN TO TRU55 TOP TRUSS DE516N1 R NOTE: �2 51.1 UNIT ` F TENIN6.FASTEN TO TRV55 TOP TRU55 DE516WR NOTE _�V/ n` SCREWS®I6'O.G.STAGGERED I TRUSSE5 SHALL INCLUDE 0:� SCREWS®I6'O.G.5TA66ERED TRU55E5 SHALL INCLUDE O:r llJ N GHIMN�'(WALL GEOMETRY cl CHIMNEY WALL GEOMETRY ry �--� PRE-EN61 SPECIAL Y'TFtIJr{ `: Z sn PRE-EN61 SPECIAL 'TRU% Z;(; —, PR PRE-FI46INE�fERED - I I - 1 I - 1L _ •� ��E13 +t_�_R_ �,� ff�R ' - - --- -- PRE-ENGINEER® � -— ---—- -- PRE-B`161NE�2ED x EN61 RED ISL HIP TRUSS ENGINERED 5L HIP TRUSS TRIPLE 2x8 HEADER OD DES 6 4'O.G. I TRIPLE 2x8 HEADER OD ES 6 4'O.G.jj _ Y ARCHITECTURAL ARCHITECTURAL EMBELLISHMENTS BY OTHERS. EMBELLISHMENTS BY OTHERS. COORDINATE WITH COORDINATE WITH J ARCHITECTURAL DRAWINGS CONTINUOUS 2x5 LEDGER 6 HEEL OF TRUSS ARCHITECTURAL DRAWINGS CONTINUOUS 2x8 LEDGER®HEEL OF T�`� = TRU55 DESIGNER NOTE: BLOCKING, TRU55 DESIGNER NOTE: BLOCKING, MONO-SLOPE TRUSSES FASTENED PROVIDE SEAT AT 3 MONO-SLOPE TRUSSES FASTENED PROVIDE SEAT AT 3 THROUGH SHEATHING AND INTO WALL TRUSS REELS TO NOTE THROUGH SHEATHING AND INTO WALL T {BLS TO �� Y STUDS WITH(2)J'x3�'51MP50N 5D5 ACCOMMODATE 51.1 5TUD5 WITH(2)#'x3}'�51MF50N 5D5 AC/_OM ODATE SI.I 5GREW5 0 16'O.G. LEDGER. SCREWS 6 16'O.G. LEDGER _ REFER TO TRU55 DESIGNER'S REFER TO TRUSS DESIGNER'S REQUIREMENTS FOR TRU55 FASTENINGS REQUIREMENTS FOR TRUrf FASTENINGS CD TO LEDGER AND WALL. TO LEDGER AND WALL. A ROOF FRAMING-WITH ELEVATOR B ROOF FRAMING-WITHOUT ELEVATOR = • SCALE:I/4"=1'-O" - _ _ SCALE:I/4'=1'-O" CAMERA-O'NEILL CONSULTING ENGINEERS !.xIV Camera/O'Neill 0 n7 G y� t Z Z'+' e F > a ...................... .+ t'y+`Z f L7 ,'� N cc a QO ,M O U � _. ui O = QL O PERMIT SET u Z � U Q —-- AT WALKOUT BASEMENT OPTION,PROVIDE'STI' STRAP HOLDOWNS IN LIEU 1 OF'H2';HO=VN5 AT 7 FIRST FLOOR FRAMING `DTI DTI `,DTI `DTI 571 H4 H4 H2 H2 H2 H2 H2 H2 5W1 = SWi 5VII ... W .. vi Z O ......._.. .. ..... ..._.. Lu W O 04 ON Q � N Q U O N Q +— > '= LJ O O Z Z `... W :................. . Q THI5 5HEARYdALL 15 THE :............................................ L)i !7 ............:............................................................ : PARTY WALL BETYEEN UNITS HII H:I :..: IS 5H3 N ....... V 0 Lr) ;o= ellY ^-^// O �t Y OL01 LO " cn N ................................................................................ ........... .. .................. ..... A FIR5T FLOOR SHEARWALLS (��BASEMENT 5HEARWALLS-WALKOUT BASEMENT OPTION SCALE:I/4'=1'-O' �)SCALE:1/4'=1'-O° Y SHEARWALL SGHEDULE 5HEARY4ALL PLYWOOD 5HEETROGK WALL 5TUD5 BLOCKING NAILING HOLDOWN NOTES: ID TAG FACE FACE ®PANEL EDGE5 ®EDGE57 PANEL EDGES - I. ALL THREADED ROD HOLOOW445 SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HT'200 EPDXY SYSTEM INSTALLED IN STRICT 5WI OUTER INNER SINGLE 2x BLOCKED 8d®b"O.G. = ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 2. ALL MULTI-PLY WALL STUDS FASTENED TO HOLDOWNS SHALL BE GANGED TOGETHER IN AGGORDANGE WITH BUILDING CODE AND GENERAL NOTES. 5W2 NONE INNER SINGLE 2x BLOCKED b SCREWS 0 4'O.G. 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,'5TI'STRAP HOLDOWNS SHALL BE EXTENDED THROUGH FLOOR 5HEATHING AND FASTENED TO SW3 BOTH BOTH DOUBLE 2x BLOGKED 8d®3'or- BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING AS REQUIRED.SEE TYPICAL 5HEARKALL FURTHERDETAILS FOR 4. ALL DIMEN51ON5,ELEVATIONS,SELVES.BEAM POGKET5,GUT-OUT5,UNDERGROUND UTILITIE5,PIER5,FOOTIN55,5LAB5,AND ALL OTHER ITEMS HOLDONN SGHEDULE SHALL BE FULLY COORDINATED WITH CIVIL,GEOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO HOLDOWN THREADED ` GON5TRUGTION. ID TAG 51MP50N HOLDOWN FASTENERS ROD 5. PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRU55.THIS PLYWOOD TIE PANEL SHALL BE ON PLAN MODEL FASTENED TO: TO FRAMING DIAMETER EMBED.INTO FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS®b'O.G.(3 NAILS PER 5TUD).PLYWOOD PANEL SHALL BE FASTENED TO THE CONCRETE PRE-ENGINEERED WOOD RIM TRUSS TOP CHORDS,BOTTOM CHORDS,ANO RIBBON J015T5 W/8d NAILS 0 6'O.G.AND TO THE TRUSS VERTICAL MEMBERS H2 HDU2-5D52.5 DOUBLE WALL STUD 5D5 SGREW5 5/8"DIA. 12' WITH 8d NAILS 0 b'O.G.(3 NAILS PER VERTICAL MBTIBER).TH15 PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH Sd H4 HDU4-SD52.5 DOUBLE WALL STUD SDS SCREWS 5/8"DIA. 12' NAILS 0 6'O.G.(3 NAILS PER 5TUD).ALL 50LE PLATES AND TOP PLATES SHALL BE NAILED WITH 8d NAILS 0 6'O.G."EXCEPTION:PLYWOOD PANEL SHALL HII HDUII-5D52.5 DOUB5.25"LE N -L POST 5D5 5GREW5 I'DIA. 12' BE FA5TENED TO EVERY FULL HEIGHT KING STUD AND JACK 5TUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KING AND JACK) 5TI G5-20x54'LONG DOUBLE WALL STUD (28)IOd NAILS ABOVE AND BELOW RIM GENERAL NOTES: GENERAL NOTES: " I. THE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC TO SHOW THE OWT'ER'S INTENT AND THE MECHANICAL EQUIPMENT LOCATIONS.ALL EQUIPMENT AND 9. BRANCH SUPPLY AND RETURN GRILLES SHALL HAVE VOLUME DAMPERS TO BALANCE EACH AIR GAS I1 RNACE A'SPLIT AIR CONDITIONER SCHEDULE ACCESSORIES ARE SHOWN APPROXIMATELY AND SHALL BE INSTALLED CONSISTENT WITH JOB DEVICE OUTLET. LABEL(ID) MAKE MODEL(INDOOR UNITS) HP INPUT OUTPUT VOLT PH AMPS FUSE COIL NTODEL(Ol•TDOOR) TON SEER VOI-TAGE PH MCA MOCP NOTES 10 ALL DUCTWORK ELBOW'S AND TEES SHALL HAVE TURNING VANES INSTALLED TO MINIMIZE STATIC BTUH BTUH MODEL CONDITIONS AND APPLICABLE CODE REQUIREMENTS.THE HVAC CONTRACTOR SHALL PROVIDE ALL AHU-1 CU-1 HEIL N9NTSE1002120A 34 100.000 97.000 115 1 14.6 20 EDN14N481-21 NXA648GKA 4.0 16 208 230 1 26.1 40 AMP SEE NOTE 1 Z Z W Cat PRESSURE DROP Lu °C �v 0-0 LABOR AND MATERIALS NECESSARY FOR A COMPLETE WORKING SYSTEM AND ALL REQUIRED _ C co u c TESTING OF THE MECHANICAL SYSTEMS.THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE I I THE MECHANICAL CONTRACTOR SHALL BALANCE THE HVAC SYSTEM PER THE AIR FLOWS LISTED. �-H I- >o rn Z FOLLOW ALL RANGE HOOD EXHAUST DUCTWORK INSTALLATION REQUIREMENTS.THE RANGE NOTES:1.PROVIDE SPLIT SYSTEMS WITH HIGH LOW PRESSURE SAFETIES.T\'V VALVE.CONDENSATE NEUTRALIZER KITS.CONCENTRIC ROOF VENTS&7 DAY PROGRAMMABLE THERMOSTATS C W U Q mIgo - FOR PERMIT COSTS. 2.PROVIDE AUXILARY DRAIN PANS o o 2. THE MECHANICAL INSTALLATION SHALL MEET ALL THE REQUIREMENTS OF THE ALTHORITY EXHAUST DUCT SIiALI.DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE WALL GALVANIZEDAIR DEVICE SCHEDULE U = STEEL OR STAINLESS STEEL DUCTWORK.THE DUCTWORK SHALL HAVE A SMOOTH INTERIOR HAVING JURISDICTION.IT SHALL.ALSO MEET THE 2020 MECHANICAL CODE OF NEW YORK STATE. U �z o SURFACE.BE AIR TIGHT AND BE EQUIPPED WITH A BACKDROP DAMPER. LABEL(ID) MAKE MODEL SIZE NECK CFM DESCRIPTION NOTES U 2020 RESIDENTIAL CODE OF NEW YORK STATE.2020 BUILDING CODE OF NEW YORK STATE.2020 Fl TL Q GAS CODE OF NEW YORK STATE.2020 ENERGY CONSERVATION CODE OF NEW YORLK STATE AND 2020 12 DRYER EXHAUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR 0.016-INCH MINIMUM THICK METAL CD-1 HART&COOLEY A6821%1 12\0 7"p SEE PLANS 2-WAY CEILING SUPPLY DIFFUSER FIRE CODE OF NEW YORK STATE. DUCT 4 INCHES IN NOMINAL.DIAMETER AND SHALL MEET THE REV-IREMENTS OF SECTION NI1502 FG-1 HART&COOLEY 421 12\6 7"t SEE PLANS FLOOR DIFFUSER COORDINATE FLOOR GRILLE COLOR INSULATE DRYER 3. THE MECHANICAL CONTRACTOR SHALL E\AMINE THE ARCHITECTURAL DRAWINGS AND SITE TO CLOTHES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE. RR-I HART&COOLEY 661 12x12 - SEE PLANS WALL RETURN GRILLE �.�'���.GF NEh'A'01, EXHAUST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION.PROVIDE COMBUSTION AIR r`1�.•-"" FULLY INFORM ITSELF OF.ALL CONDITIONS. RR-2 HART&COOLEY 661 24x14 SEE PLANS WALL RETURN GRILLE ;no OPENINGS IF REQUIRED PER THE DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS AND �'�+ :�:,f fs 4. THE MECHANCCAI-CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONDENSATE DRAINS F .•, RR-3 HART&COOLEY 661 24xl2 SEF PLANS CEILING RETURN GRILLE 3 •i S. TIIE MECHANICAL CONTRACTOR SHALL PROVIDE A TRAINING WALK THROUGH WITH THE OWNER APPLICABLE CODE REQUIREMENTS. -_ r' r 13 ALL GAS APPLIANCES SHALL BE INSTALLED AND VETTED PER APPLICABLE CODE REQUIREMENTS. t i ; -= AND GENERAL CONTRACTOR TO DISCUSS ALL HVAC COMPONENTS AT THE CONCLUSION OF THE NOTES:1.COORDINATE AIR DEVICE LOCATION.QUANTITY.THROW.SIZE.AND CEILING TYPE HARDWARE BEFORE ORDERING . 3' 14 APPLIANCES WITH IGNITION SOURCES LOCATED IN THE GARAGE SHALL BE PROTECTED FROM 2.E\AMINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES. PROJECT. 3.PROVIDE\'OLi1\TE DAMPERS AT BRANCH CONNECTIONS TO MAIN.BALANCF PER CFMS LISTED ot,.;v.,,,.•'' t 6. THE MECHANICAL CONTRACTOR SHALL SUBMIT O&M MANUALS AT THE CONCLUSION OF THE DAMAGE AND BE ELEVATED SUCH TILAT THE SOURCE OF IGNITION IS NOT LESS THAN I8 INCHES 4.PROVIDE BOOT WITH ADJUSTABLE DAMPER IN NECK. PROJECT. ABOVE THE FLOOR SURFACE ON WHICH THE EQUIPMENT OR APPLIANCE RESTS. 7. INSTALL ALL,EQUIPMENT AND ACCESSORIES PER THE MANUFACTURER INSTRUCTIONS.ALLOW THE 15 COORDINATE THERMOSTAT LOCATION WITH OWNER.LOCATE THERMOSTAT AWAY FROM WINDOWS. MANUFACTURERS RECOMMENDED CLEARANCE AROUND.ALL COMPONENTS.IF THE CONTRACTOR EXTERIOR WALLS.HEAT SOURCES AND SUPPLY AIR DEVICES. E\H:VUST AND SUPPLY'FAN SCHEDULE LABEL(ID)MAKE MODEL CFTf S.P. VOLTAGE PH AMPS WATTS DISCHARGE NOTES FORESEES OR COMES ACROSS ANY INSTALLATION CONCERNS HE SHAI L NOTIFY THE ARCHITECT FOR A RESOLUTION. EF-1 PANASONIC FV-05-11 V•'1KS1 80 0.2" 120 1 0.16 - 4" SEE NOTE 1.2.3.4 8. ALI,SQUARE AND RECTANGULAR DUCTWORK TO BE SHEET XIETAI LINED OR WRAPPED WITH HEF-1 FAN TECH FG 12 EC 600 0.3" 120 1 - - 12" SEE NOTE 1.2.3.4 INSULATION TO MEET CODE REQUIREMENTS.DIICTBOARD OPTIONAL ROUND DUCTWORK TO BE SF-1 FAN TECH FG 12 F:C 600 0.3" 120 1 - 12" SEE NOTE 5.6.7 vi METAL WRAPPED WITH INSULATION TO MEET CODE REQUIRENIFNTS F1 FAIB1 E DUCTWORK SHALI Z BE PERIMITTED PROVIDED THAT DUCT LENGTHS SHALL BE I IMITFD TO 14"MA.XIXIUM.ALL EXHAl'ST NOTES:1.EXILAUST FANS SHALL RAVE BACK DRAFT DANIPFRS. O 2.PROVIDF WITH ANY NECESSARY DUCT TRANSITIONS&MOUNTING HARDWARE. N AND INTAKE DUCTWORK SHAI L BF METAL WRAPPED WITH INSULATION AND VAPOR BARRIER TO 3.INSULATE ALL EXHAUST DL'CTW'ORK IN UNCONDITIONED SPACE TO PREVENT CONDENSATION. � w MEET CODE REQUIREMFNTS 4.PROVIDF WITIi ALI,ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. 5.INTERLOCK WITH OPERATION OF KITCHEN HOOD 6.PROVIDE WITH CONTROL WIRING FROM CONTROL_PANEI IN BASEMENT TO ATTIC SPACE FOR FUTURE DUCT HEATER 7.PROVIDF WITH CONTROLLER.MOTORIZED DAMPER FAN WITH EC MOTOR AND.ALL OTHER COMPONENTS TO(MAKE A CONIPI FTF SYSTEM ELECTRIC WALL HEATER SCHEDULE � N NOMENCLATURE 11BEL(ID)ATAI:F MODEL CFI FITR WA O WATTS VOLTAGE PH AMPS NOTES Alf-I QM ARK CW14-1202 65 1.000 240 1 4.2 SEE NOIT 1.2.3 -�} UNDERCUT DOOR I" NOTES i FURNISH WIT'F}INTEGRAI_TFIERMOSTAT. W 2 FURNISH WITH DISCONNECT. .-,,�� 3 PROVIDE WITH ALI.NECESSARY HARD WARE. ~ �_ l�I EXHAUST FAN O V) ® Lij FLOOR OR CEILING SUPPLY DIFFUSER Q Q Lu U Lu Z Z= 0 O RETURN GRILLE: O Q U Z Z � =V) � Up w MANUAL VOLUME DAMI'}:R a Lu Z Q ~ o �Q N p t}- MOTOR OPERATED ZONE DAMPER OTHERMOSTAT V 0 " N r- Lo 1 N F- N -Z Ln u ZZ Lu �O ECO y 2 C y U Q y ;NO O C W U Q SE O OCQ W C� �p ~ O 0 _ �a N U �N U U rl Z `O of U Q Ss.`I% 77 „ 7" 7"+ 7" CD-I 75 CFM 777"HONEYWELL Z FRESH AIR DAMPER O ZI 7f w 7" 101 (n O 7"f z O Q N CL CD-1 � � 50 CFM CD-I � 75 CFM O 4"4 EXI1 UV 7" MAIN SUPPLY&c RETURN 6 -3 "TRUNKS WILL NEED SOFFITS I O IN THE FINISI•117-D AREA L.L. 12" Z _ � E F 12"f LLJ > z O 7"t O ►u Z CED 7"f p- � diw � 1— U ccQ � Q w U Q N RR-1 200 CFM 08 C 10" C 7"f x � r � Z I cl\111 1 - 11 V_ 0 16x10 SUPPLY& N RETURN UV 12"0 BYPASS ^^11 • �2 W/DAMPER W �� HONEYWELL N W8150 FRESI I AIR CONTROLLER u Lo N OT20x12 A I . AHU-I N 16x10 2ND FLR 'LONE DAMPER 10"0 BASEMENT W ZONE DAMPER 16x10 1ST FLOOR • ZONE DAMPER 7"¢ r— 1 UNIT"Cl"BASEMENT PLAN M-1 SCALE:1/4"=it-0" zzW a)0 E o W )V O•o y C CD U y r j NO 0 01- 0 W U Q K- -;; ocpLu Cpt OQ O _ _ N U d U U ^Z U Q t s = s•`t; --s}r ® ® ® ® CD-1 CD-I FG-1 FG-I FG-I FG-I 50 CFM 50 CFM 130 CFM 130 CFM 100 CFM 90 CFM FRESH AIR INTAKE 7"4 EF-I 7"4 7"0 FRESI I AIR DN KITCHEN HOOD W/ 7„4 CD-1 Z INLINE EXHAUST 50 CFM IN ATTIC.INTERLOCK O EXHAUST FAN WITH MAKE CD-I EF-1 UP AIR FAN 50 CFM c 7'4 V) Cu-1 INLINE HOOD EXI LAUST Z L..0 TON FAN IN ATTIC.(HEF-1) 4"0 EXI I DUCT Q C) I0"4 EXH UP TO ROOF J 0 N 4"0 EXI I DUCT 10"m KITCHEN HOOD EXH UP 10"UP 11IRU O ROOF O 7"0 FXH DUCT J '- 4"4 EXH DN WH-I 7"0 EXIT DUCT L I - FG-I(WALL) CD-I C) O_ 50 CFM r-2x8 STUD WALL 90 CFM O I' FOR RETURNS. EF-1 _ 'v T I RR-2 w ' - FG-1 850CFM = w 7 4 Z LIJ O FG-1 V) Z 4"4 EXH DUCT-� 511®M 55 CFM 'w w 4"O EXI I DUCT m r.,.4 MAKE a di UP AIR U J �-- ® v) Q Q SF- 4.4 DRYER p - V) 0 41)EXII DUCT EXHAUST UP LL '- MOD THRU ROOF 71)EXI I UP + RR-3 410 CFM FG-1 60 CFM O 14x14 FRESH 2 ® AIR FROM e ABOVF DRYER BOX 7- 7 CD-I CD-1 EF-i rr nn O 50 CFM 4 1 50 CFM V O 4 4 14"4 -16x10 SUPPLY& RETURN DOWN 14"4 1 I 16x10 SUPPLY&RETURN Lo U DUCT UP&DOWN. N 7"4 - � O� J N CD-I 100 CFM E N FG-I FG-I 110 CFM 110 CFM 1 UNIT TV FIRST FLOOR PLAN M- SCALE:1/4"=1'-0" 2 UNIT TV SECOND FLOOR PLAN M- SCALE:1/4"=V-0" W Z a, j O y m C co V v I—H F ;CN O• C W U Qau ° 0 0 0 O _ a N U = r m U U ^Z U Q N Z O 1 w 101 HOOD ExH W/CURB&CAP O Z C) Q N l o"4 BATH ExH IL Q---- TERMINATF W/ O I� ROOF CAP NOTE:ALL ROOFTOP PENETRATIONS O SHALL BE THROUGI I FLAT ROOF AREA O J II a) Q U_ — > O 4"f DRYER VENT.TERMINATE 0 WITH ROOF CAP. O Q Z CL = w &E U U I- w L1J U C)o �660 CFM INTAKE CURB AND CAP V O - 0 00 N - I 1 N F- C) N z a) Eln 1 UNIT TV ROOF PLAN M-3 SCALE:1/4"=V-0" ELECTRICAL SYMBOLS 0 RECESSED DOWN LIGHT OSURFACE MOUNTED DOWN LIGHT PANEL CS WALL SCONCE AMPS:200 Q LINEAR STRIP LIGHT WALL MOUNTED DOOR CHIME PUSH BUTTON TYPE:M.L.O Fe MOUNT 48"MAX AFF O WALL MOUNTED TWO TONE DOOR CHIME PHASE/WIRE:1/3 MOUNT 7-a'AFF Q SINGLE POLE WALL MOUNTED SWITCH VOLTAGE:120/240 `P N V V MOUNT 48"MAX AFF U N O A.I.C.:22,000 u+O M �-V o Q 3 THREE WAY WALL MOUNTED SWITCH „i_ c `P MOUNT 48"MAX AFF U N O Q W U Q 0 rn Q 4 FOUR WAY WALL MOUNTED SWITCH. `P MOUNT 48 MAX AFF U N O CIR TRIP NO. NO. TRIP CIR o u+ c o NO. AREA SERVED AMPS A.W.G. POLES POLES A.W.G. AMPS AREA SERVED NO O ~ o a a, 120v,MULTI-STATION SMOKE ALARM U = t 3 O WITH 9VDC BATTERY BACKUP LIGHTING:BSMT(FINISHED) 20 20 LIGHTING:BSMT(UNFINISHED/UTILITY) tJ z o co 120v MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES:BSMT(FINISHED) AFCI #12 1 1 #12 AFCI RECEPTACLES:BSMT(UNFINISHED/UTILITY) 2 a v 0 WITH 9VDC BATTERY BACKUP EP 3 RECEPTACLES:MEDIA PANELS(BSMT) 20L!Lij 1 #12 20 RECEPTACLES:BSMT BATHROOM 4 _ ELECTRIC POWER PANEL AFCI AFCI DEDICATED GFI(1) MP ,,�y O MEDIA(TEL OR CAN)PANEL LIGHTING:STAIRS,MUDROOM(1st),BATHROOM(1st) 20 20 RECEPTACLES.1st FLR BATHROOM d` F•`,'�.NF�1"�'' 5 #12 1 1 #12 6 a�. r�' in JUNCTION BOX CLOSETS(1st&2nd),HALL(2nd),LAUNDRY(2nd) AFCI AFCI DEDICATED GFI(1) s� tl DUPLEX RECEPTACLE MOUNT 16*AFF U N O 7 LIGHTING:GARAGE 20 #12 1 1 #12 20 LIGHTING:ENTRY,FOYER&DINING 8 =' RECEPTACLES:GARAGE GFI(2)&GDO AFCI AFCI RECEPTACLES:ENTRY,FOYER,DEN&EXT.GFI(1) : DUPLEX RECEPTACLE ONE SIDE SWITCHED MOUNT 18'•AFF U N O LIGHTING:LIVING&DINING 20 20 LIGHTING:W.M ROOM 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 DUPLEX RECEPTACLE W TH INTEGRAL USB CHARGER PORT 11 LIGHTING:KITCHEN 20 #12 1 1 #12 20 RECEPTACLES:KITCHEN COUNTER 12 14, RECEPTACLES:KITCHEN(GENERAL) AFCI AFCI a TV TELEVISION OUTLET,PROVIDE WITH RG-6 CABLE TO 20 20 MEDIA PANEL,FACEPLATE AND F-CONNECTOR 13 RECEPTACLES KITCHEN ISLAND AFCI #12 1 1 #12 AFCI RECEPTACLES.REFRIGERATOR&COUNTER 14 a TEL TELEPHONE OUTLET.PROVIDE WITH CAT5E CABLE TO MEDIA PANEL,FACEPLATE AND CAT5E CONNECTOR 20 20 LIGHTING RANGE HOOD INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING 15 RECEPTACLES:DW&GD(OPTIONAL) AFCI #12 1 1 #12 AFCI RECEPTACLES RANGE 16 XXX ELECTRICAL SERVICE,REFERENCE MECHANICAL AND/OR PLUMBING Z Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS LIGHTING:REAR PATIO 20 20 O PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 RECEPTACLES:REAR PATIO GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES LAUNDRY&HALL(2nd) 18 N C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 .LIGHTING:M BEDROOM,CLOSET&M BATHROOM 20 20 RECEPTACLES:M.BATHROOM uj #12 1 1 #12 20 w KI 12"MAX BELOW COUNTER RECEPTACLES:M BEDROOM&M BATHROOM AFCI AFCI DEDICATED GFI(2) GFP INDICATES GROUND FAULT PROTECTED LIGHTING:BEDROOM#2 CLOSET 20 20 LIGHTING:BEDROOM#3 CLOSET&BATHROOM(2nd) WP INDICATES WEATHER PROOF ENCLOSURE 21 RECEPTACLES BEDROOM#2 AFCI #12 1 1 #12 AFCI RECEPTACLES BEDROOM#3 22 GD INDICATES GARBAGE DISPOSAL 20 Lu RECEPTACLES:BATHROOM(2nd) 20 FCN DW INDICATES DISHWASHER 23 #12 1 1 #12 RECEPTACLES:DEDICATED WASHER&DRYER 24 F— DEDICATED GFI(2) AFCI AFCI Q O R INDICATES RANGE O N REF INDICATES REFRIGERATOR 25 LIGHTING:ATTIC 20 #12 1 26 Z HD INDICATES RANGE HOOD RECEPTACLES HEF-1&SF-1(ATTIC) AFCI 2 #6 50 FUTURE MAKEUP/SUPPLY Q Q � FP INDICATES FIREPLACE DUCT HEATER(ATTICi 27 28 Z 0 D INDICATES DRYER � WH-1 WALL HEATER W INDICATES WASHER � (W M ROOM) 20 #12 2 �1�0 INDICATES GARAGE DOOR OPENER,RECEPTACLE IN CEILING, 29 CU-1 30 Lu Z GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH 2 #8 40 OUTDOOR AC J Q UL E SIDE OF INTERIOR DOOR CONDENSING UNIT J V) Z 31 HWH-1 32 Q Lu J O O GENERAL ELECTRICAL NOTES ELECTRIC HOT WATER HEATER 30 #10 2 Z (BSMT UTILITY) —� Z Z 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL BUILDING,FIRE,FUEL GAS AND ENERGY 33 1 #12 20 AHU-1 GAS FURNACE(BSMT UTILITY) 34 0 CONSERVATION CODES OF NEW YORK STATE,2020 NATIONAL ELECTRIC CODE AND ALL APPLICABLE 5E U= ui J LOCAL CODES AND/OR AMENDMENTS 35 SE-1 SEWAGE EJECTOR PUMP(BSMT UTILITY) 20 #12 1 1 #12 20 MAKE-UP AIR CONTROL PANEL 36 N W Q Q 2 ALL MATERIAL SHALL BE NEW AND U L OR EQUALLY APPROVED 0 LV V N 0 37 SPARE - - - - SPARE 38 3 PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED VOLTAGE PHASE AND CIRCUIT NUMBERS 39 SPARE - - - - SPARE 40 4 ALL SERVICE AND FEEDER CABLE TO BE 600V,VC,THHN/THWN COPPER OR EQUIVALENT SIZED ALUMINUM CABLE,EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SER'TYP APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP 41 SPARE - - - SPARE 42 5 UNDERGROUND CONDUIT AND FEEDERS MAY BE SCHEDULE 40 PVC 6 CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT Z CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND 7 TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS = ,L 8 ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS O ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH O � N 9 ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT TYPE 3R MODULAR r— GROUNDING METER STACKw-BREAKERS TERMINAL SERVICE BOXES (3)120:240 200A 1P 3W _ 10 CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE ON EXTERIOR OF BLDG 'I WIRED PRIOR TO WIRING OR ROUGHING IN PER SERVICE PROVIDER TERMINAL BOXr- 11 ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE REQUIREMENTS 12000 A V O 4 A O 7AND AMPERE RATING TO SUIT EACH FUNCTION 1_p��y UNIT'C2' PANEL W 120/240 200A,1 P 3W c N 12 ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY CATV TEL O O M L O.,TYPE 1 RATING TO SUIT EACH APPLICATION MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10 000 AMPERES N RMS U L SYMMETRICAL UNLESS NOTED OTHERWISE ALL BUS BARS ARE TO BE COPPER UNIT'A J (1)2'CONDUIT � r- 13 ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION ALL SYSTEM WIRING NOT #6 CU GROUND MP-CATV MP-TEL O WITH(3)#3/0 CU � CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL z c: SERVICE GROUND UNIT'C1' .- 14 PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL TRANSFORMER E ELECTRICAL WORK SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES UNIT'Cl' N 15 ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48"AFF 16 WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT (2)2••CONDUIT WITH(3)#3/0 CU EACH -OR- 17 ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN (1)3-1/2"CONDUIT WITH(3)#600 CU EACH CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM CONCRETE ENCASE FOR POWER Co CONTRACTOR TO CONTACT ENGINEER IN WRITING PRIOR TO BIDDING FOR CLARIFICATION CATV DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS (1)1"CONDUIT WITH 18 ALL 125-VOLT RECEPTACLES WITHIN DWELLING UNITS BELOW 5 5 FEET AFF TO BE LISTED (1)RG-C CABLE #2 CU GROUND(IF#3/0 SERVICE TAMPER-RESISTANT RECEPTACLES,EXCLUDING WALL SWITCH CONTROLLED RECEPTACLES DEDICATED -OR- APPLIANCE RECEPTACLES,AND RECEPTACLES LOCATED WITHIN CABINETS 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"CONDUI 1 WI 1 H #b CU GROUND TO DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT (2)CAT5E CABLE 3/4"x8'GROUND ROD SECTION/S FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL CHARACTERISTICS CD 20 PANELBOARDS INSTALLED IN HIGH-LEG SYSTEMS TO BE MARKED ACCORDINGLY PANELBOARDS INSTALLED AS PART OF UNDERGROUND SYSTEM TO BE MARKED ACCORDINGLY 2 TELE-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 TYPEi 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 ALL FIRE RATED ASSEMBLY PENETRATIONS SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES zzLu m0 Eao W HOC �v Ov Cco U y F j ON C P C W U Q a o o O - a c U s t 3 U ',Z o oc U Q ._0"u1wN" It Y?t. UNFINISHED UTILITY , ------- 1 � I iQ I I O � 1 II � 1 O( JO I � � I I FINISHED 1 TEL D I I BASEMENT I Z ON d TV I I CN qp I I I CV I I CL Z db EF �11 a ,)o O WALK-IN `I j 0 O BATH CL I I LL _ I I I Z II E I I LL - > 1 I O I p Lu Z a Q,� - sO CO i °- di / /� U m F- / / ui C) u �o CL UP q7 \ 3 $ II I UNEXCAVATED Z I I � 1 O SE O CO 0 ■. UNEXCAVATED MAKE-UP AIR CONTROL PANEL II I UNFINISHED I (V ""u UTILITY I c� e1 MP-TEL+ •- O' MP-CATV+ EP' 1 UNIT"Cl"BASEMENT PLAN E-1 SCALE:1/4-1=1'-0" i I zzLu mo Ein W >'O 0,0 N C 00 V ;O N dO 0 W V Q K- C Op O _ H _ v H Q. N U �d U V Z p U Q ud)wuti,,� OF NFIV M',�. s WP qp �C / \ �C 1\\��\ TVD �\\ ——i,/ OPTIONAL GARBAGE TV D \ Q\ DISPOSAL LIVING / R �- / -O O \\ /,- `\ ROOM // J MASTER /� j EF KI �\�KI // FP BEDROOM 14 , ZO GD �DW �, / ,\ N \ J w =gfOL \ / / / k_4BATH ASTER C \)o KITC HEN \ /// // / 4 TEL / / �TEL � \ le Le) C), =s -0- -0 Q-- < GFP �� —� �_ 3T3 / ��' e �� C C J N \ ®REF C WP 3 't \\\ Q PANTRY $3 4D \ WALK-IN Q� �9 a TV4� Q J EF / Q \\\ LOCATED IN THE ATTIC M CO O LL O ' // ^ �� DINING Q BEDROOM#2 _ l`C /'� \\ ---�� ROOM SF / �- Z ' w-69- TEL D O I I \`-/ I MUDROOM \ \\ wH I `--------- ,,� Z w O BATH I Z \ ��---6 sO co 06 W J ~ N Q Q C L I\ \ -$3 3 L 1 Q N UP —DOWN C) / --/ � L.L O (\ / —� �_-- \ // \ \\ \ FURNACE�� / / 100 W A LTC-I N 3 - 3,3 ! CL 3 db .bg� _ W GFP D GFP w \ / N. / / \ OPTIONAL Ei} / /1 -ObELECT DRYER // I .69.-/ ` Z lJ �� \ rtJ�9 / s H FOYER WP o \ BATH ` DEF O O \\ / LAUNDRY w �X) O GARAGE \1 // qp �- Q IN THE ATTIC ABOVE LLJ N GDO / oo,// ,C TEL D u N / / --_- BEDROOM#3 SWITCH TO CONTROL CN N LIGHTS IN ATTIC J DEN � / / a z (1) r- TV 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 �� SYMBOL DESCRIPTION MANUFACTURER MODEL# SOIL/ COLD HOT REMARKS MANUFACTURER MODEL VENT S S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB - - - �� WASTE WATER WATER -———————- v VENT PIPING VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2" 1 _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 V VENT PIPING(BURIED or BELOW SLAB HIGH WATER ALARM r: ® f SEAT,SEE ARCHITECTURAL ELEVATIONS& FLOAT SWITCH LANS FOR TRIP LEVER LOCATION z z W E Lw LW LAUNDRY WASTE PIPING PLAN VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, H19 0 2 ————LV———— LV LAUNDRY VENT PIPING P-1 A WATER CLOSET KOHLER K-3998-0 - - 3„ 211 �„ _ LONGATED BOWL,TANK TYPE,KOHLER K-4636 c W U a F SEAT,SEE ARCHITECTURAL ELEVATIONS& ag o W o o g Iw IW INDIRECT WASTE PIPING LANS FOR TRIP LEVER LOCATION _ ;3 Iw CWW CLEAR WATER WASTE PIPING �„ �„ WHITE,VITREOUS CHINA W/OVERFLOW, ^Z TP TP TRAP PRIMER PIPING CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2 2 OLISHED CHROME FAUCET W/POP-UP DRAIN. a SYSTEM SEE FLOOR PLANS G G NATURAL GAS PIPING GATE VALVE WHITE,PEDESTAL W/OVERFLOW.POLISHED cw CW DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2" 21' 1jr�„ .�•`4`,,=N�F''" CHECK VALVE CHROME FAUCET W/POP-UP DRAIN. rs`'��.:.-•••.." FiW HW DOMESTIC HOT WATER PIPING NDcw NDCW NON DOMESTIC COLD WATER PIPING P-26 LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" 1 WHITE,VITREOUS CHINA W/OVERFLOW,CHROME _ !' ��� AUCET W/POP-UP DRAIN. ;= BALL VALVE STEEL COVER oTa NDERMOUNT,STAINLESS STEEL SINGLE BOWL, NATURAL GAS VALVE FLOOR SLAB 29 V1"x 15 2(4'x 7 06"DEPTH.PROVIDE GE BALL AND DRAIN VALVE KITCHEN K-3183 GFC325V 3 *HP,120V,1 PHASE,60 HZ DISPOSER, INLET P-3 SINK KOHLER K-8813 KOHLER K-10433-VS 2" 2" ��� ��� DRAIN VALVE HIGH WATER ALARM CONTINUOUS FEED WITH DISHWASHER DRAIN PUMP#2 ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW J12 PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES OSBY OSBY GATE VALVE P-4 ICE MAKER BOX SIOUX CHIEF OXBOX _ _ _ _ 1 _ /4 TURN BRASS BALL VALVE,LOCATED BEHIND FLOAT VALVES 696-G1000MF EFRIGERATOR,WHITE FINISH vlv VALVE IN VERTICAL (TYPICAL) SHEET METAL SAFE WASTE PAN 2"UPTURNED Z O a TMV THERMOSTATIC MIXING VALVE Y1-3" WASHING DGE.SEE APPLIANCE SPECIFICATIONS FOR N Y2=3" OXBOX ONE _ _ > Y3= P-5 MACHINE VALVE SIOUX CHIEF 696-2413BF 2" 2" 36" 1i�" AN SIZE(S)REQUIRED.DOUBLE HOSE BIBB w TRAP PRIMER - &DRAIN BOX OUTLET CONNECTION ACCESS BOX W/2"DRAIN STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS. CV BVw BACK WATER VALVE K-TS10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& O K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, P-6 TUB KOHLER KOHLER CID 2" 2" 1 „ 1 „ � Q FLOOR DRAIN 1 SEWAGE EJECTOR PUMP DETAIL K-1150-0-LA !6 BATH SPOUT,SHOWER ARM W/FLANGE AND Lu V P-0 NO SCALE K-304-KS-NA SHOWERHEAD. 0 J OED OPEN END DRAIN ITE TEMP SHOWER VALVE TRIM W/HANDLE, Z Q NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS K-TS11076-4 M METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER - - KOHLER 2" 2" h„ h,. SHOWER ARM W/FLANGE AND SHOWERHEAD. w N PIPE UNION E-CP LOOR DRAIN,SEE SCHEDULE. 0 z 7 PIPE CAP OR PLUG P-7 SLOP SINK FIAT FLA KOHLER K-15270-4-CP 2" 2" JTILITY SINK FAUCET W/LEVER HANDLES L,.J Q PIPE CONTINUATION THERMOMETER L1J J LL) Z Z 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 1 O PIPE DOWN THROUGH FLOOR SHOWN BLADDER TYPE Z F-- EXPANSION TANK N__HOT WATER TO SYSTEM Q PIPE RISEMROP SUPPORTED FROM FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS U _ L 0 BUILDING OC W&T WASTE AND TRAP ` _J U STRUCTURE w U �— co CLEANOUT AD AREA DRAIN JR SMITH 2142-U - - 2" 2" - - AREAWAY 0 CL V) V),CAST IRON STRAINER,VANDAL $ FCO/GCO FLUSH FLOOR/GRADE CLEANOUT COLD WATER--N, PROOF SCREWS INLET wav WASTE&VENT PIPING cw 1/4 TURN,POLISHED BRONZE,FREEZE PROOF WH WALL HYDRANT JR SMITH 5609QT PB - - - �4 - WITH INTEGRAL VACUUM BREAKER WBWV WASTE 8 WET VENT UNION(TYP - 120 GALLON,240v ELECTRIC HOT WATER HEATER, >_ By BOW VENT HWH-1 HOT WATER AMERICAN VSCE32119R - - - - 1" 1" 4.5kw NON-SIMULTANEOUS DUAL ELEMENT Z u VTR VENT THRU ROOF PRESSURE&TEMP HEATER PROVIDE WITH EXPANSION TANK,SEE DETAIL � VIF VERIFY IN FIELD RELIEF VALVE O HOT 0 FULL SIZE DRIP PIPE TO ELECTRIC NTS NOT TO SCALE WITHIN 6"OF FLOOR WATER 120 GAL CFH CUBIC FOOT PER HOUR HEATER V SF SQUARE FOOT iv DRAIN VALVE W N c/ >. r- L O W LIMIT OF WORK U N O UNLESS NOTED OTHERWISE -6"AFF V&C VALVE&CAP FLOOR Lo US FM FORCE MAIN N� � (INV Xx'-X") INVERT ELEVATION 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL 4) 011 P-0 NO SCALE ~ c GENERAL PLUMBING NOTES z � 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL BUILDING,FIRE PLUMBING FUEL GAS AND N ENERGY CONSERVATION CODES OF NEW YORK STATE,AND ALL APPLICABLE LOCAL CODES AND/OR AMENDMENTS 2 INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE _-__ GAS PIPING TO UNIT INSTITUTE"STANDARDS FOR WATER HAMMER ARRESTORS C2M BY PLUMBER 3 LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES SHOCK ________ GAS PIPING TO UNIT ABSORBERS,CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR I I I I 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 X-0"BELOW GRADE I 1 i:-[]---.-GASGAS METER BANK 6 ALL SANITARY PIPING 3"OR LARGER TO SLOPE AT 1/8"PER FOOT MINIMUM PIPING SMALLER TO SLOPE UNIT C2 LEFT I UNIT A I U NIT C RIGHT PIPING FROM METER AT 1/4"PER FOOT MINIMUM UNLESS OTHERWISE NOTED I I it I TO EACH UNIT BY PLUMBING CONTRACTOR 7 ALL SANITARY PIPING TO RUN BELOW FLOOR,ALL VENT PIPING TO RUN ABOVE CEILING UNLESS I I 1 it I 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 I� 10 PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS,PROVIDE ACCESS PANELS WHERE NECESSARY 11 PROVIDE 1"GLASS FIBER INSULATION FOR ALL HOT WATER PIPING 3 GAS SITE PLAN-C1 RIGHT 12 CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION P-O NO SCALE BEING SERVICED zzLu ago E$ W = C co V v H I.- ;No [p G su U a F °f o ocp ui C o po O _ o. C U x r 3 ^ U :Z o U Q •�•tt`U�11NE11 i���i' • L L 3/4"CW m 4"AREAWAY DRAIN PIPE TO FOUNDATION cw AD DRAINAGE SYSTEM 2"V10----}2'--------- 3/4.. S `` �`, cw _HW h"HW 2'W 2"B V GAS TO UNIT C2 CW Z 2„ SEE UNIT C2 DRAWINGS 3"S PACKAGE FOR CONTINUATION O h"C W N h„HW GAS TO UNIT A Lu Lu h„Cw SEE UNIT A DRAWINGS PIPE 1/Z"CW&HW TO G PACKAGE FOR CONTINUATION I N PEX MAINFOLD PIPE 1h"HW&CW TO 4 PEX MAINFOLD O 2'VV&V— c P-2 ,1�"G(181 CFH) S IIIII 1.'CW 2"G 0 2"V II PIPE 1h"CW&HW TO IIIII DOMESTIC WATER SERVICE c� c� w CW I II P_1A PEX MAINFOLD lull/ 1/ FP SERVICE L V 3"S r r2 cW S 0 cw IF� Z REFER TO CIVIL } cW 4"Cw 11/4"G c DRAWINGS FOR Q � �— P� HW CONTINUATION ca O 2"V—� 33 =UfNIT GAS UP TO ABOVE2"W&TT_ Hcw wh"CVO '� `� i� GE BY PLUMBER h„CW S cw h"HW II0 �- HW G Z O 1"C�� L(SHOWN WATER SERVICE � VE GRADE BY SITE CONTRACTOR C� h„Hw 3"RADON 3 S E Z LL \ O CW ,�"CW G OR COORDINATION ONLY),Lw BY GC BELOW SLAB "HWh"CW 16.,CW1/4"G UNIT C2 GAS UP TO ABOVE a- w2'VV (281 CFH) GRADE BY PLUMBER U -_j ~Q Q HW —S— UNIT C1 GAS UP TO ABOVE w U O N GRADE BY PLUMBER 1"G 4„ 1h.,Cw ll 2"W&V h"H W TYPICAL FOR 2 PIPE 1/Z"CW&HW TO PEX MANIFOLD 4" 1 Z SIMPLEX SEWAGE EJECTOR r'nn O SE-1� V SEE DETAIL \\\\\O O N 2"F M _F co M- 2 PIPE 1/2"HW&CW TO INDIVIDUAL FIXTURES 1"G(100 CFH)—mac DO HW HW HW 120 GALLON ELECTRICr- HOT WATER HEATER \ HW HWH-1 I�„�— W —HW PEX MANIFOLD u 1"HW VALVED DROP _ N cw 1"CW VALVED DROP � C� cw CW PEX MAINFOLD cw J (y 4.. cw r— cw cw Zcw cw � 3/4" E 3/4„CW N r� 1 UNIT TV BASEMENT PLAN P-1 SCALE:1/4"=1'-0" o o � J 4" �I in c00 u� C W u Q C OL Qus CO O O - a N U x r 3 U ^Z o � U Q Q��a�wNh' o' {Sr a'�4,, ,J 1.•' ra4'i NOTE ON UNITS W/WALKOUT BASEMENT, fi 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 7v 2'W 16„CW_� 2"B V 3"S 3"S • h"CW 2'V P-6A 2'V h,-CW 2"V-�• FD-B 2"W------o P-1 VG(136 CFH) ••• HW Z G 2"W&T 1"G(136 CFH) Y2"HW "G(25 CFH) �CW 2'V Lu P-3 h..0 W ^ P-2B P-2B 1yA"G(161 CFH) G Z 0 -� h'CW "G(25 CFH) 2"V UP II G 1 � 1 �,.. w cn 1y4"G(181 CFH) I HW� DOMESTIC WATER METER HW dS Q 2"V DN- F-- 3"S MINIMUM I 12"AFF 3 S-�•�• ..• CW CW W/SHUTOFF VALVE Q 2"V h"HW HW START OF PLUMBING WORK h"CW • CW h,-cw GAS DOWN TO BELOW LL Q 2"V P-2A DOMESTIC WATER SERVICE DOWN TO GRADE&VALVE BY PLUMBER 36"HW P-1 0 W BELOW GRADE BY SITE CONTRACTOR TYPICAL FOR 2 `� O J 1 h. CW HW -UNIT A GAS METER m \ Z ";'7111/2"G(20 CFH) START OF PLUMBER'S WORK TYPICAL FOR 3 _ U J J h"HW -UNIT C2 GAS METER w � U Q "C W 0N �2 CW 2"LW 2 VV&V GAS METER ASSEMBLY �v3 h.CW h"HW f BY GAS COMPANY 14"G(20 CFH) 2..W HW TYPICAL FOR 2 TYPICAL FOR 3 HW h"CWUNIT C1 GAS METER f{W��• •••�-�'CW 2"LW o •• ••• *� 2"V P-5 2"W&V ••• ••• h,.CW I I 3"S C W h"H W 2"W&V I �CW GAS SERVICE UP FROM 2"LW&V "G(20 CFH h,•CW-� BELOW GRADE BY GAS P-2 P-2 h"HW -� P-7 •M •••• TYPICAL FOR 2 (2)2 V L -o 2"V W h.'CW COMPANY • "CW GAS METERS,MASTER FDA • \_ (2)1�2"HVV PLUMBING CONTRACTOR TO 3 S 2"W&T 3"RADON SHUTOFF VALVE,&GAS "CW 2"W PROVIDE INSULATION ALL 4"HW REGULATOR BY GAS 3"RADON COMPANY P-6 (2)2"V h„CW PIPING IN UNHEATED GARAGE P-1A 2"W PLUMBING SUBCONTRACTOR "HW O TO COORDINATE W/G C TO 2"V r I� MAKE ALL NECESSARY h„CW v O PROVISIONS TO PROTECT L PIPING FROM FREEZING 3 S N 3"RADON W � Lo I 1 N N z:D E 3�4 CWWH � '- (7NN UNIT"C1"FIRST FLOOR PLAN P-2 SCALE:1/4"=1'-Oil2 UNIT TV SECOND FLOOR PLAN P-2 SCALE:1/4"=1'-0" W Z at N O O� O N U a 64 H� ;NO [p. C W U <a �O O O O _ a N U s r 3 U .Z o U Q ar.trurnMr :s_ t yet.: r—�z'V 1 I 2"V—��-----�2----i-----}---------tz----�z'V I L I O Y V PIPING RUN-T N IN ATTIC SPACE 1uj L---------------------� I I I I 2"V --� 2" I zv zv ON I C) Z Z I 4"VTR Q } I r-., C I _ L 0 o Q r- O II N I > z z O I O — •�—YV PIPING RUN C W IN ATTIC SPACE U Q Q o CL N 0 j 1 I I z I I \-2„V \-2"V f~T RADON \-2"V 1�2v I I R I ROOF 1 t 1+--2"V L————— J YRADON 2"V 3"RADON RUN IN ATTIC SPACE 7� 7 V 0 00 N I u ' (' � N C3 N z a) E 1 UNIT TV ROOF PLAN P-3 SCALE:1/4"=1'-0" Ir GA'IINVI TIP_.Alt lKl1- Kill 3,UCRYW on KIN F1 V PM NT914 ;�\ _ 9� ry rl r13Y h r'r' n n rb DIM 15'iACtR39U10 CLUSIF'A' 23.25,27 LAVENDER.N[E 1 JAS M I N E LAN E - U N IT C 1 r +� rs n 4.U�TR'D 810128LAVEND RR C USl 1ER'E•-15,17,19•AVLNOLR Jilt WATER SUPPLY +u is CLUSiER' 9,11,13 AVENDER,ARE RYE B RD O K, NY. in In rI: CLUSTER 3,5,7 AV(N)R AVf STATIC BSI: 50'SI c.US1R'I' 24,6 LAVENDER-wE RT_SID PSI. 40 PSI (,l 0 '-0 STM V-1 a,6 ROSE(AY- FLOW, t050 GPM + s4s-,a Leo.�� CLUSTER'Q-'0,1214 ROSE A p, 116 +T r S, 1,."S'I2'R' 3,5,7 ROSL Ub4L +11 rig 114 LICI STER S -'6,18,20 M '-- r17 11; CLUSTER 7-9 11,13 ROSE AL 12 110 C_USTTR V-7123,25 ti iYSUCKI£LAv_ r ps W A*1'-'5,1719•[�il[rUCKLE ArTa rt3 —1E11 �Di[1(r?) CLUSTER Y-9 V'3 AMMUCKLE AN-- 5'U eQt?OIAo IMT F I+8 9 2' 9I t IIY1(�1r11TN5 r 6-10/ .. , 12,\J C.V7R'L.-3.5.1�IMIROR LANL W000 SCREW WIT I,°t' y� p / — +u� CLUSTER*28.1012 D%MROS.LAVE 0 P 15 N P �� ER'KK• H 3,15"�MROSE LM. P. n 'A 5'ue[>9" C116 P w-21.23,25 AMYL-LANE NFPA-13 D GENERAL NOTES I�OTT tits OCSD�n / +'+1 r +15 7 (�"� CLUSTER '-1.9,1 n AVIJASMINE E_ARE w E Nts TIE loci 4!Ur,AA,Gur � r _�+� CLUSTER'1Y1Y' 7,9,11 JASMINE'A.ME �/ 1 Djle � (Ii .J SYSTEM DESIGN-RESIDENTIAL AREAS(WET SYSTEM) PIPE �' rr nc a> "" \s-'1�[ (15 +� h' +IS cCAU S.T`R�f1•_1.35IrNEE SP"WLER SYSTEM s A IYDRAULICAA"CALaJLATE:)KI SYSTEM + rl '1,T- '-4,6,8 MULBEM COUR1 o=FSET HANGER Z � r� 9D9 0A4G-AS BEEN SIZED USVG A UGHT HA1M M D1491Y OF 05 GPM OVER MOST REMOTE 4 SPRIWIRS n ��r1 CLUSTER'AAA'-3.5, YUAWY COUR• OFFSETHANCER ''/ ~N A CWD4RTMEV;J5W RESIDENTIAL SPRWLER HEADS MA1[WUM SPR;NXIER HEAD SPACING-324 syN -- +v000 TRUSS OR BEAM WOOD SCREW IHO,1•rr_/ SYSTEM DESIGN PER N r P A/13D(2o13 EDITION) WOOD TRUSS 0RBEAb1-��' �1+5 —Tl<5T14't'1Q�IL y PIPE MATERIALS `A n / ��Will h oil Ito ALL PPE AN)--TIVGS ARE it-AZEMASTrR CPVC — OFFSET HANGER DETAIL_ _HALF STRAP HANGER DETA/L / / / ! r � + PERMIT# 013 CCONTRACT INFORMATION Nr.& ACTS ! +` 02 WAK UN)ER THS CONTRAC'-7 NSiSTS DF THE FOLL)MG B L# )ESIGN AND INSTALL A WMiNG SPRINKLER SYSTEM PER N F P A 13D 2DI3 011T0% DRAFT STOpPLVG S-A.-3.PROVIDED 9Y f.HE TMa 4 N ACCOR)ANCE dTH THE 9C 2003 ED 1ON WA a• M awc DIJDE AP P R J A N O -BA•ROWS.FSS MAN 55 S0F1 S"4AL1 3E N CDMPLAVCE AATH THE REOUIREM:HIS Or NFPA 130^„ / .. .-.._.._ j._..._ _ -.- // S/TEP1.AN 'b�lµ(g}�� �\ ` AT All BAi•+RJDMS ARE NOvCW3UST10iE SHEET Rtx1 1NTH A 30 M1+N THERt1Ai BARRE N.TS�R •• _."'-` . --CLOSETS LESS THAN 24 SO-1 SHA_B : P_1A,4CE AArH i REOU REMEVIS OF NFPA-I SD 6 6 3 GZ���"E Ny-DSETS ARE ZONSTRUCTED OF YON:-IWBUSTIB_E SHEET R,'"VATH A 30 MIV THERMAL BARRIER / -EXTERIOR BALCONIES. SPRINKLER°ROTECTION IS PROVIDED ON AL_BALCONIES AND PATIOS OF`1Eu1,G ! �- PO? ____ .- .. UNITS IN ACCORDANCE rNTF THE iBC 2003 ENTlov SEC 903 3'21 _-•_ _._�-. _ __._..-.�-__.._.._._--_-_._'_Y.__,_`___._^ ..._ �":�"_���•�_.___=_:_-_:�"- - _. BUILDING I N S P a�i age of Rye Brook N A-`'ARE NOT USED-OR STORAGE AVO 00 VDT CON AIN ANY FUEL FRED tDLIPMENi �� r_ t._ _ _- -— FINISHED f 1 1 UTILITY NOTES TO THE OWNER - - —— -—_ _ _ _� _ / _ j ! 1 / BASEMENT PER AIN FPA 6 9'MAINTENANCE 6 9 1 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPRINKLER SYSTEM AND SHALL KEEP THE SYSTEM N NORMAL OPERATING CONDITION F 6.9.2 SPRINK_ER SYSTEMS SHALL BE INSPECTED TESTED AND MAINTAINED IN ACCORDANCEWITH NFPA 25 WATER BASED FIRE PROTECTION SYSTEMS DARD FOR THE INSPECTION TESTING AND MAINTENANCE OF A 6 9 THE RESPONSIBILITY FOR PROPERLY MAINTAINING A SPRINKLER SYS1 EM IS I HAT OF THE /' ,[ / , I OWNER OR MANAGER WHO SHOULD UNDERSTAND THE SPR NK.ER SYSTEM OPERATION / _ _ _ ,p1•y - /; , , _ _Y e�],k 11f d Ill C Br FOR FURTHER NFORMATION SEE NFPA 25,STANDARD FOR THE INSPECTION TESTING AND MAINTENANCE - -t OF WATER BASED FIRE PROTECTION SYSTEMS / _w.- —__�_ _ _—._ _-—-- 10 TIC 0 6 AODI l IONA..Y I - - - / / W TO Dt �a'� �'• _ .-_. 1)YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOU 1 HE PREMISES TO _ _ "" "'' / / / 'a �4: PREVENT THE WEl SYSTEM FROM FREEZING / / /i" / / /, c t pOVALR QUI 2)YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY O MAIN-AIR ,_ I ' THE SYSTEM / / /—_ - - —, / // -- / � �AP o� 7i�'V 3)IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED N ANY WAY _ —._A.�— ——— _._ _ - _ "'' 'r / %/ +/ =n / o P� THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY _ � ( - `� / '/ % /' / �, � ' Qa�"'�.,,.� i.7 �; / / j c D' E I c/� BATH or<U."won'rm'sow a,�ir'4*1 AAA 1w 1610 A kikW&U09 AlirP / , / / // / u A•• X yzku on'Ic M-13M SON[IOIRRL RM uN M iirlw WIN to RON s11ro sur>;FRS TA,,G a r - � CL / IF Nd M7L'Si01CT0A8-DGLHE Oif:J 1.tiCla Aa�Fit tTF• ;MV,ir•TM1 016 riu JurM!A Nt011w 11W 9rro(' �N � / ,/ - _ STAR ?'aFel Min[.••s�:.1Dl�'T CO o-Eu art11,'�•o3 / �t1►ii BmTill au1P rlAt 0:'IAM A—lbl►:NR_T 7'i IFS /� % Y Irk i e ', / / ' X' 7� �/ C m NEXCAVATEi. »r Ero 90J lie Soe soar tot - ' '' ', �, / //.' '� T `Ly of Kiku Im'n,5MVEi ri"jed.AALK i:A OWN*A M131V.'moo W // /� / o W VC WLE KM-?I"OWK Eton 101E:km t 116c7 1�":OD• �-1h'3P t,SJ�_T smsdlt / — /— - - / / / i '',/% / - / rw n1T�Aa VATTF WM9 OLQ I I'ISM-►VA A UNEXCAVATED t hFIN SHED r-ur rr]rAr coal'2Nr�stx[Lem IDLE toNtsmL�*1U1/DL 1MM �ITILITY WE n TUN SMT1L MitA'�'(ACT a I'7-r'"o MOT / i _/' _____ '/ / / , / lit vL1AUY Ica rt!satTA:aRr_a.yA1[ITMT COAfAli A FOITII►11A7 titer f/ ` ?S W ACAIAL MIDI.'W 2W.MCOr1f rtXW- / Z11 ool \ Y I SN"a IbMTnW DOUd:CIO VTR10R ASRA.1 MM / // // - / / /,! ! ` / � NOSC�m in rI AUC 11W 017M A ME+1/,WIT S7rOl; i /// , ,/ Z///X///, / '/ , / 2020 BASEMENT FLOOR j/ ' / / ' �S ELEV =0 0 ,� .// ! // UNIT"C2.. r A.r uNIr 11Ct" VILLA F_OOk E_Evk fCNs F _, BASEMENT L F v/LD/NG GE o1z Y�� �0..,_...._.�._-__......... F DOR /f�E O� K SPRINKLER SYSTEM RISER DETAIL =lkS]rLk TC SECOND ILI - 'C-2' �Q�v nr in i � � �-'-�-�.�,.�•,�.... 1-�����.r�' /� /�7- A A .....� N.T.S _ Nr "r i�1.. O Pe r AE 1 0%0 r I PA..Af Ti SCALE.14"=1'-0" SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION 1 All pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings,the following items are to be provided DRAWING Tine BASEMENT FLOOR FIRE PROTECTION PLAN SYMBOL DESCRIPTION SYMBOL DESCRIPTION and nstallation by the sprinkler contractor -Head Cabinet spare heads and head wrench per NFPA 13 ObdOEE22jO`i , 1RIu1TA LC OEFt;,TI�ICEFOsrt o 18►taF750c WFEMOfrkMWMAlF�[4■EN'gRNI[EkIVWl,It I tGOEGIdESOLiUMB REVISIONS: DATE: PROJECT:KINOFIELD DEVELOPMENT M 2 All dimensions shown are end to end -Prov dons for flushing connections and draining of all pipe q,� O�BdS d^ .. —- CCNTRACTfr:OD00 ADDRESS:INTERNATIONAL DRIVE "J 3 High temperature treads are to be field installed where required -Inspector's test connection shal Die F C E_EVATwWEEF&PO F CITY:RYE BROOK BTATE:NY ZIP:10573 p�vtded for each system f S [.-.l FiEVATD1AlOFEFfA9$FlOgt � �1MMFtS6P0+EJIAESP016EO01LFALEpttBfiEll[6iRiM'1HlYt'IPf,(�4�000tf�,lSol1W011f 4 Ail p pes and hangers are to be=talled per NFPA 13 -Hydraulic identdcation plates&NFPA 13 required signs I 0 — CLIENT.THE WARJAM GROUP PHONE:1914)761.25M �L 5 Gadded wet systems shall provide a relief valve per NFPA 13 * m [ins stl-o) E.EYAiDICFTG+OF$1� CONSTRUCTION:WOOD LTD - - ■ ■ 6 All new piping is to be hydrostat tally tested at not less than 20DpSi It s the building owners responsibility to provide adequate heat for a areas in the co N�, q; ® ■ � �1�1 k` a''D`�ALLSINOR '�`'A'u ` � ADDRESS:5 INTERNATIONAL DRIVE•SUITE 114 D for 2 Hours or at 50psi in excess of the maximum pressure building _ OCCUPANCY:NFPA 13D CT 06457 p g protected by a vA/et type sprinkler system and f0•all water fi ed supply pipe,va ves Y6•� + CITY:RYE BROOK STATE:NY iIP:10573 15 INDUSTRIAL PARK PLACE,MIDDLIZOWN, when the maximum pressure to be maintained is in excess of'50psi and system risers to dry type systems ��.FnN?EV1Eb a�' �•0• PPEWLP vELi■IE,FI�asa�sPGI■IolatnB[Fi9OEIIB[uwFaet 1TrIPr•K�0®oOEoaEE SN s■� SYSTEM TYPE:WET tit tttt'• 7 A quick opening device is equired when dry system volume exceeds Air pressure shall be maintained on ali dry type systems oy an approved automatic air O�11E 1,0 DATE:1 1/11/Z020 FIRE SPRINKLER.CONTRACTOR CONTACT P:B60'632-8053 F:860-632-8054 500 gallons per NFPA 13 compressor or plant air system specifically approved for and capable of automatica ly WIMINIPLE — ltCD1F1'�ITFI[DBYt 16FIBBIBti,Wf,K-=r XMMME.Sk$1Rfl3,WIH*If FO4 _ — — -- WWW,MACKFIREXCIM IL N F P. D apply as required maintaining the required air press-e 0 ]FI EGIO0YELC00JUll,F1RlD5 PORT CHESTER DESIGNER:TODD OEUB[ff PHONE:14131 530.551 ppy q g q of PPEt[ANANDu1Eu5TIIIGTA65 TDTA►TNis 6 rr,- TOT&IT1�SJ08:• aHJ:FIRE MARSHAL E-MAIL:TDEUBLE@OMACKFIRE,COM LICENSES:CT:Fi•40291 MA:SC-120494 R1:000347 '9M OXWTOR TO AOEOIATT.Y W.ATED THE SECO+IO 12'OEEP EldtitiEERED FL"TRUSS 0 16'O.C. rRA K AIU``ABM K AAZ TO 11 TFAI THE I N F1 V R M N911111 PPE DOES NOT FREEZE LIP 1 LJASMINE LANE UNIT C I ihl)RiN,\I_ RYE B RO O K9 N Y■ ,'E =1O$P \Il I)K(Nr\I 16'DEEP ENGirdEEfIED I'DOR Tlitd55 0 16'O.C. RUN ALL P95 AW THE AIII 0;L16S AS HDi AND MIT AS POS48I TO ALLOW FOR Wlt M AREA OF e1 UTION Unfinished,� •� - -- - .T Basement - - -- ---- ' `-� -- -_ ..� •\. x7A(R!'STAB /PZ/2- • f WD DECK O-- ----- - - �) GARAGE SECT/ON BLUESTONE -------� N.T.S. -._ -- ---_ -- -- - - _- -_ _ ---- - ---- PAVER :. � IT9 HEN IL' O ROOM , 'tea t• � � --sc•=f---'1- ,t� _ I 0.tt �� ,.I. ( , ;,� �„•,�.,•� Is _ 2°CONTROL VALVE AND All UNDERGROUND PIPPING •° lr 1P FROM nc tP M nK IS BY OTHERS MACK FlRE PROTECTION'S CONTRACT axr BEGINS AT 2°FIRE SERVICE WATER LINE LEFT INSIDE / • sFmo Fi1KI1 11 HYDR\L11.IC DFSI(;N I h / r ,` 1 — �• - - _ k ' y n- �•�(. PANTRY THE BASEMENT./'.-. ` .. �r 1k�1 II+Ktk JIL%-/1 / — r I t• ® - �'J1-�- —"----------------�--- . ' T - ,• - - - Wo DI r NIr.' '1 --- - ualaOaAo FK .Imt uc HYDRAULIC DESIGN CRITERIA i ,• - UP M 111 -' :-0.' ROOM _„y-'L AND III R OM) sisaw I=(er M) Density .05 i 11 - g00 nnoR� 9'-0' r tuna vul in Kum tw u seaD1 a Spacing VARIES 00% / —n r �. - �,{ �Mr(M W[R FWN St1O R1 OXX) UY K Factor 4 / t — y I• ' / - — - — rL r oawax FiI smia:W R tK iP Hose Allowance % y _;•' / ' S' r•' �� 9-a• -r, J — ;-•p 10 KAifD ENOOIR(BT I 16 This System is Designed to Discharge / Y �•17 _ ? « �• ' `F1EL�et�u at o Rate of .05 GPM per sq ft / / _ ' / Ril of Floor Area Over a Remote Area of -� If)DE 1�'g'' r' 2 Sprinklers when Supplied with Water �_ } /� o \ i 1111 •19'V o 'IMUDROONI gCpp,�OR of the Rate of 34 7 GPM of 42.2 PSI - + UP 10 nt 1• at the FP 05>VR E W�' I - -_ __ - - - - - FLOOr IN 1 ' ___ _ _ , t' LIP TFE 0_t1 _ _ =m -.`?• •el _ _ o _ / .,,c 2-• �SL1b,D ItDiR� -.'i--- • I• loin 111171STAIR -aC r -- --- — t- z 3 0 -- � -- — Al —_ t ° 0-¢E t•6 k Cl , ss$ e 1• �- 1 U'_STONE- MR ic /'/• ///////// ///////////// ////// // 4E6' a: +rim - < -- lit -L I _.y r IM X 10 FTK'FW (Ri t/K OOM -- - • C /i - '�_ 1f UP F1O3 1rE r—� NO IOO TF[9t9]Eti'n001(er C+r(!YS — / � / Q �////////// ////�////////////////////////////////////1//j � -----_—� GARAGI �- C r OOIM*IV(eati+awk wrn SlllTa a-- _ -J/ �` Q / ��/• .8(RK*Ra II WD(Br OOKIb r U110135M Fa Sam W0 uK tP � ,. �� Im RFAIM r+cmm(er 011M - o- e [9-10] 0-B Dom H11 J - 3•o' V / f. � 3 1-0 i T � i r Al IDEN AW11p11111 BAR ISIA8011 Hl'iI PUCE tilt OIDD OR a)KTet EDRwaoRs AE --� -- - - - - - — L— UNIT'A �r77r777,7,7777717,W ,17m - i rr�r 7 7»»»>ii 11(AREA OFMT ARM AAQ BODI EIDI sPFa O PPE wa s>R*W 4A MW EE RAZELLISIER ar NAS E 5>EtloatR Piet UNIT'•C2„ _ / 7 FiKE FtaOl I6UAIIO,5o i)MT FEAT FROM n[tt00Y - - - - ----_ I)1 U12,11'L_IN i L�1 51(i\ 1/ 1'�r70 1oLYE Bie NfERL4 14PET Sircp a j / __.—=/ H N U R A L I L I c.D T ti I(� UNIT"C 1" Hta.Cm wmlo m AOMLWE TUPERATUK - / tau TYPE 11;.a WD.(Fr OT1,05 CUM all— t\I+;kl N-: ARMO MI PIE MT)5QW F; - I k.I I,/i,,I. k',(,1 / 2'UD7KSD 0 FM SOM 00 L K IPA, II,\k'',,f,� — - ♦. Ywea.aa•a.�-i+. -- -�:,wu r. —REQAARCFAA[16iAAD L ST•1�_ HYDRAULIC DESIGN CRITERIA 2'CONTROL VALVE AND ALL UNDERGROUND PIPPIN, HYDRAULIC DESIGN CR11CRIA '- Density �` IS Bt OTHERS. MACK FIRE PROTECTION'S CON'kACT Density Q Spacing VARIES BEGINS AT 1'FIRE SERVICE WATER LINE LEFT INSIDE Spocine VARIES �---�•r��-�••• � r+17'CLLK PRAUG K Factor 49 THE BASEMENT K Factor 4.9 Hose Allowance _ _ _ �-__•�.��- :� Hose Allowance - —`"9''�`�` FIRST FL OOR FIRE This System is Oesignec to Discharge This System is Designed to Discharge NOV 19 2020 WSiaNM ara atr AL R1 sift.. at c Rate of .05 GPM per sq 1I at c Rate of .Us GPM per sq It �= of Floor Area Over a Remote Area or FIRE PROTECT/ON PLAN of Floor Area Over a Remote Area of 2 Spr•nk ers when Supplied wiih Water 2 Sprinklers when Supp ied w tf-Water INSULA T/ON DETAIL FOR ALL SPRINKLER at the Rote of t GPM at 4 7 P51 at the Rate a' 2F.s GPM at .PS f''� w -- --- - at the FP D6GLARQ NOC('S-- SCALE.'1 4•_1'-0' at the FP Or50tARf�A40r S' VILLAGE V,�L��7� �� �� ���� o d IN OR ADJACENT TOr UNHEA TED SPACE €�U IL D IN G � PA R i i�1 SNIT tG{ SYMBOL LEGEND SPRINKLER HEAD LEGEND 1 All pq.,locations a:'c tx.ii:i eid measured prior to tabdcatk n V­"^ether or not indicated or.the dray.ings.the follou m ar inc items arc to b.,p r.)vicicd SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TrTLE:FIRST FLOOR FIRE PROTECTION PLAN JOB INFORMATION and irst.allalicm.ay the sprinkler cmr-ocior. -it ac'.Cahinei.sParr•hearts ei,d head verevch per NFPA 1', (JEIN PROJECT:KINGFIELD DEVELOPMENT .All a' c S ,^ , +-.. , I•rxt:JtlCiEPEiENLE�oet- �I RELiB.E'RrG:9LL'RESft7d'V�C�FCcAIFDPE°DEYr�ti/laff 171P'Ka3�•rs]EcaEE.S1I:RA*�•5 2 imensiur,_ h0 ti+are.end to end a-,-visicns I,r,tluslu«,tonne:icons and.draining of all I.1p( OF y0 REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE 3 Hilah ientperat:u:he^.vs a c try Dc`!ieid irsf311 i wrier eq,urec Inspector s test Cur;neclioi:shalt br;re\'idrd for fact:s:steer ,r,�G�VGENFp'9,� C+��] E:•ATIONBE.a;-CP0 5'E3 CONTRACT`:0000 CITY:RYE BROOK STATE:NY ZIP:10573 c e I i P r r Q v # ["I E:+ATIONr+301EFl•13_,�ODR Q- aEikLE'G5WOLKAtR_SPDWCONEAMP_'D:l1r"I4ER'R'IP•K1E.4ITOEGRHS4.A9Airli - LL J.It pine.2r.I.i han!ies5 ire t.t_b:;tatlet.per r;t Ptt. 3. tiydrnuhl r1r n,ihuition pates 6 NF�.A?3 required signs �, °. CLIENT:THE WARJAM GROUP PHONE:(914)761.250 �-0) E:,ATIONO:-OPOPS73 CONSTRUCTION:WOOD Q 5 G'Idtft d we?systet,s shall provrd(o relief•:af:e per�F PA v� n_ t LTD. - ■ ■ 6 Ali new piping is to b�h,,dres:alic'allv tesied.at not less than?9upz! It is ttlr-building lv\nets respor,siLility;>:)re:id(r odegiote,.e It forall 7rada in the * LW AA ® CE"�- �3 �f F'R`-51'aESDENiLIL IDiQaVrA.sD_f/...S:RIVtER'7,PT K-fa Quo GRE:.sld:�a;3 ADDRESS:5 INTERNATIONAL DRIVE•SUITE 114 for,no.,rs,or ai 5"psi In e.X4es nt the:nl ix.imur^L..--ssurt -,adding,p-otecteo!,a vx;ivpr'-,;inkler sysien:ant?for all watt;-flied soprA;,ipe valves. r: Z f �G` `�h' OCCUPANCY:NFPA 1 3D whey.VIP rnaxinium p•-ssure tc UE nmaint lined is ir.e\ces.of'J iD�l ilia oe'II risens to d:)•type systems. _ PFERRUP 3EY5E F'ai56'OIC!RES�OiSE piQONAESDaIALLS IIdLER 17'P<i',€2C3EGNEE St[�R: CITY:RYE BROOK STATE:NY ZIP:10573 EM SYSTEM TYPE:WET 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 ,•;,au1cF o eni• P c r c,.;;" r>; �. -¢/-� Pr umsooH\ P:860.632.8053 F:860.632.8054 p c,device is re,tied r:Iten dvy s\sterr volume exce.eC_ Ai-G e.,+r.crTall,c naintairec!Jrl all dry type systems%Y ar•.npprr,v�<,:ti,iunT:Ttic 2r S� 07812, P�, p WiFR�P: DATE:1 1/1 1l20ZD FIRE SPRINKLER CONTRACTOR CONTACT !,00 gallon&per 1�F?A 13 -ompmsscr or plant air sys:ern spec,ffcall,approved To and capable of auto;rn�ally O � i 1 i CCTFIFiiESC]f1A tN`'PED3iTSP4MTFR"+Pi{a9€'>5}G1�SN■TY7S35.tYRFL'tEE�JSi WWW.MACKFIRE.COM a pAOFESS�O 0 ]R'EG MEDCOI.r.IIGSI�r'NGs PORT CHESTER DESIGNER:TODD DELISLE PHONE:(413)530.551 �.N�PA: a,),I\>s requiiF{ a,l dl n r?t;r rcr;Aircd air fr.r.ss irc Q AHJ:FIRE MARSHAL EMAIL:TDEuSLECMACKFIRE.COM LICENSES: CT:FI-40291 MA:SC-120494 R1:000347° 01 PI2E4A6A•n.lE-IsIWI-G TOTAL THIS SHEET:• TOTAL TH,s Joe: U. KINGF1 v FM NT 1 JASMINE LANE = UNIT C I RYE BROOKS NY■ FlYDRAL I IC DFSI(,N (\1(\RI.\•r• Ill OR A)\I+_ HYDRAULIC DESIGN CRITERIA I I1 1)RAt L R uLSlrl\ ♦I r)\I)11(x)R \I\+Il R HI I)r•I M Density OS Spacing VARIES K factor 4.4 HYDRAULIC DESIGN CRITERIA HN DIZAI ILIC I)ESIC;\ Hose Allowance Density 05 (\i t\1 RI-(x)k This System is Designed to Discharge Spacing VARIES \1\CIl k R I I)R(xIN! at a Rate of 05 GPM per sq ft K Factor 49 of Floor Area Over a Remote Area of Hose Allowance HYDRAULIC DESIGN CRITERIA 2 Sprinklers when Supplied with Water at the Rote of 32.2 GPM at 43.8 PSI / This System Is Designee to Discharge of the FP OMWJ f Na S' at a Rate of .05 GPM per sq ft Density .05 of Floor Area Over a Remote Area of Spacing VARIES 2 Sprinklers when Supplied with Water K Factor 4.4.4.9 o at the ate o 26.3 M t 36.3SI Hose Allowance - - -- - of the FP DSDM NODE T - / This System is Designed to Discharge of a Rote of .05 GPM per sq ft / — - - --- - - -- of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water of the Rate of 28.1 GPM at 39.8 PSI t---- ---- - / of the FP 06DMACE mV V /\\\\\\\\\NMc 4� x �\ ! / j - �T / ,.� A ✓ ✓'N MASTED N BEDROOM HN lilt DUI 1C I)F.SI(�1\ r - --I./ ,` ✓_ y - — - R f i� B_ HYDRAULIC DESIGN CRITERIA ! r' j i' )_ ! %\ � MASTER BATH Density 05 jN, `j,i Spacing VARIES ! / A I - —-- lJ.lJ�!/.�1✓!J 7J'JJJ/�` �f °"° K Factor 4.9 / ! ` / r ��— .b ✓ / >�. `\\1�1\a\t\\Z\lt\�1; \SRS\ T1� Hose Allowance t' _ J /i/ /L///t/ / - ` \ L� This System is Designed to Discharge at a Rote of .05 GPM per sq it ! ! ! - _ �/ ♦,�� of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water at the Rote of 34.4 GPM at 45.1 PSI ✓ � \ at the FP 70MRGf NXE S• r / A �\;' �\1<\\\\\\\\\`t\ B=DROOM sit ( ' � ( e /� •-may\- �, ✓ /j ✓7>7/r ! -- //' /� % ,;.\- _ / /;/ S VIA_K-IN -1[0�� to Ilk t SIAIR 19, !All ,I LAUNC4" •\YP TV,to BATH I _ j ♦ / / . ! / / G. D-4 or / ! - TO• bEDROOV _I `J• ! -,. - --- - -----_ --_- _... ../_.. ►�` .�—fib tr � L_ - L--� -� -- ---_� - - NOTE: ALL SIDEWALL SPRINKLERS ON THE SECOND FLOOR S*L BE LOCATE[AT 0'-7'BELOW THE CEILING `— - _ / UNIT„C2,I H1 L�RAtAt I NRI Ir.I,'tiI(iN UNIT'A WT„C/r, - ---- -- - - - ----- - -- HYDRAULIC DESIGN CRI1 E-RIA SECOND FL OOR FIRE - Density 1 5 FIRE PROTECT/ON PLAN Spacing ARIE! K Factor 4••l SCALE.-14"-1•-0" Hose Allowance Th-s System Des g•ed to Discharge at c Rote of .u5 GPLI per so ft of Floor Area Over c Remote Area of 2 Sprinklers wher Supplies with Nater at the Rote of 32.6 GPM at 4- PS of the FP 0 DWU NODE'S L SYMBOL LEGEND SPRINKLER MEAD LEGEND 'All F)1;)t lacalia:?s arc:IJ t)c field measured prior to ratricaUe:' VrhE;tt)er or net ins!;,a:ed or.tht?Cra\•:Iry,,the follov+itic items 8r.td,:it provided DRAWING WILE:SECOND FLOOR FIRE PROTECTION PLAN JOB INFORMATION and,in5Llllatior:3'till sprinkler convector. --it ae Cabinei are heild'.and t?red\,,'revch Pei NFPA) SYMBOL DESCRIPTION SYMBOL DESCRIPTION •' P' P FNEW r FY;R;,IUCWERE0P% �E.sr�e.E*lre!9WREsEx'A-CX-MPE4DE4TW"1rYrK.:sg'a�EcaEESLrRAX1E PROJECT:KINGFIELDDEVELOPMENT M 2.All aimer!siors i?a.•:n are:end to end P-ovISmns for sloshing r.00nec!ion_anc dreinin:;o!ail pip( O O REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE 3�ial,tort:peril:lr,;head.,are to be fieid lnEtallea wi-le;,.•:ryuurc 6:sped,to(s test connection stall ur provided for each s:steir .r\��uGENFp'9,5, C+��J E�.A1pNNLCG'CPO'S?3 CONTRACTC:DODO CITY:RYE BROOK STATE:NY ZIP:10573 4.All pipe:and hangers are to be ii stalled per NI-PA t3 -iy1,-)uli1 Wertint-a!ion plates&t•;FPA:3 requhed si4ns ��� � + [��] E��AtgN�OtEFi�_��OW Q �EMB E(SSE OIK�R_SP9VSEl�IKJdE)Pc1�71T$D4114FA'R NrKrtb,O?JCDEGREE Slk>aAItIS CLIENT:THE WARJAM GROUP PHONE:19141 761.250 �� 1 r ,, t co n (10i 20-0) L:ATKON'J--'OPOFSta CONSTRUCTION:WOOD O 5 G ie..ve we!spstems snot:a.ovi•,t a retie,.aht per d PA 1 • n LTD. — — ■ ■ o.Ali new nip n.is to be hydrostaticailti tested,:at no!IeSS than:)():,si It IS trip-buifdiw.al ner$r;onsi::iliiv;.:oioviUE ode.;oate!teal lo.all ire a.in the * co �w' ® CEIAG•Ely � t aE MB ET'RE51'RESPYMt!WQ�YF�.SOE1/;..y�KFa'7�[K�:�1rG GRE;SNt�7' .,i p' ) est' t ADDRESS:5 INTERNATIONAL DRIVE•SUITE 1 14 !cr,'ro,,rs.oral S;:psi in,E:xc:es•o'the n?.)>.It?tlrr prtrb\ure auilr!uiy(• !cell?i:,4 v.e!!vo+:!q,;i:lkler Sysr,:^;pine fo:rill H•.atr-r tilled st:p;lv ipe valves r- z f Coals GE*AATE:H;IW OCCUPANCY:NFPA 13D \':!?er)tl?F mrix'In ili!r.pressure to be maintained 1�li E\CEPS Or�Jiipal •JI!a��!•tfii'.rl riSen2'C a!)•!)•fie.-steti)s. —o-/-o- PPERR P RE.MB.ET'�t56'°IICI RES�O�SE 1?i1ZCNAISGi FLLS IIVc Ea.17 F 0�f,C2XY-GiEE SKsR:! CITY:RYE BROOK STATE:NY ZIP:10573 1 5 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 SYSTEM TYPE:WET PNE lRNS00N\ 7.%+gi:ieF ape:)1:?(de••l,,a is regui!ee t':!?en d:y systerr vcdu.^•)e tcxceeCs .4i:q!e"ure snap be lnainlain er?or;all dry type:systems;y ar r?p;.r(iv,r„c,tani„Uc air S)� p7g12\ \, �/� _- DATE:1 1/1 uzOzo FIRE SPRINKLER CONTRACTOR CONTACT P:860-632.8053 F.860.632.8054 `Citgallonsf.erNFPAIs con?pressc.ror plant air sy's;emspecifical!•+.ipprovedto:ardcapableofaulorra•ically Opp 0�1P &0051 WEto!PP- TvxutrRExNiLDR`P:+D3iv:dwfA 1vt.w9�B GiffSx�TY�b.wrtFt;tlE�tSt WWW.MACKFIRE.COM a q.N;:PA'".!:,a,),h a .P.,nlrx main;art!!;V. per:sir(:,f air c!css Ir. ROFEQSN PIPEGROOYEDCC1.PJGSIgr-t!KS PORT CHESTER DESIGNER:TODD OEJSLE PHONE:1413)530.551 ___::4AI+J'FIRE MARSHAL E-MAIL:TDELISLECMACKFIRE.COM LICENSES. CT:FI.40291 MA:SC-120494 R1:00034', �.L. PI�U:I.kDJF_6TlGT:O$ TOTAL THIS SHEET:• TOTAL THIS JOB: FIELDWORK COMPLETED: August 29, 2022 FLED MAP REFERENCE: Subdivision Map of "Kingfield" F.M. No. 29210 filed August 30, 2018 Subject Lot: 102 Known as 1 Jasmine Lane Common Area 4 Town of Rye Tax ID: Section 129.025 Block 1 Lot 1.45 "NOT BUILDING LOTS" R-573.00 L=47.7 3' v7 Legend4,::� N Fence W AC— Air Conditioning Unit a? O Q— Sewer Cleanout Patio Patio LA WZ CR W— Concrete Retaining Wall 0) v > to ® — Curb Stop Water Service ®— El ec tric Box n soft 0 _ Electric Manhole Cb Gas Valve - -— L igh t Pole o— Telecommunication Box D O ®— Transformer Pad w Ln O— Wo ter Vol ve a J � N 101 to p - o LO U-) co oNo 00 �2 Area— 4,641 Sq. Ft. z a) �,�...._ t0 Lgl -- To date, no Title Report or Abstract of Title has been provided. This survey is subject to a U� NOV 2 2022 Luj current, up to date Title Report. k �• VILLAGE G RYE BROOK Property corner monuments were not placed as BUILDING ORTM`NT part of this survey. Walk ��° Walk Pavers G L-40.25' This map may not be used in connection with a Drive R-25.00' "Survey Affidavit" or similar document, statement �=41.62or mechanism to obtain title in R=658.00e 0 =92 14 15 insurance for an on As �(,,//�t' Surveyy subsequent or future grantees. 1 J e � Jasmineasmn Lane Unauthorized alteration or addition to a survey map bearing a Licensed Land Surveyors seal is a violation of Section 7209, sub—division 2, of Access, Water & Sewer Ease. Unit 102 the New York State Education Law. Per F.M. 29210 As halt Pavement) Prepared for ( P According to NYSAPLS policy adopted January 23, �. SunInc. 1993, the alteration of survey mops by anyone other than the original preporer is misleading, SJtuate k? the confusing and not in the general welfare and benefit of the public. Licensed Land Surveyors shall not alter survey mops, surve Plans or Town of Ryey survey plots prepared by others. r : Wes tches ter Coun ty Ne w York ff�4 / Scale Y" = 20' Date: August 3% 2022 f- ENGINEERING, SURVEYING & GRAPHIC SCALE i; LANDSCAPE ARCHITECTURE, P.C. , of 20 40 3 Garrett Pace • Corm el, New York 10512 JEFFRE Y B. D eROSA, L S Phone (845) 225—9690 • Fox (845) 225—9717 New York State License No. 050 749 www.insfte—eng.com DOCUMENT CQ 2022 /n si to Engineering, Surveying & Landscape Architecture, P.C. All Rights Reserved. (IN FEET) 1622 7.200 1 inch = 20 ft. Lot Maps/Lot 102.d w g