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HomeMy WebLinkAboutBP20-093TYPE OF •- /f a// 1 / /a JOB LOCATION OWNER gve j /I A/ NT06 CONTRACTORS6BKOOk �/7Lf2frX 4 Lee C;OL71�5054i Ivo FEE mio) ATE • # FEE DATE INSPECTION RECORD D E 6iq FOOTING O ��2 — FOUNDATION FRAMING RGH FRAMING INSULATION ,�,/ PLUMBING 02 —� RGH PLUMBING u UG � _ — GAS �j — SPRINKLER V ELECTRIC LOW -VOLT 0 T ��� IT ]]] 22 OTHER APPROVALS ARB BOT P8 ZBA OTHER 13 no/Mack �Y� c, �r LlILI luvu . Mao-o jD 099 /en' QrjriSE? GIeGiri(ZAl COnS14j+v.ni�S �C• AS-BU�AL SURVEY RF NAL NSPE� ON �poP03a FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK No: 22-049 Certificate of Occupaucp Ehis is to certify that J_%JC POdnC.nS L, of, 1l Y e r� y having duly filed an application on Mo / ci I a 0 20 _requesting a Certificate of Occupancy for the premises known as, IR �. w inc, Lore , Rye Brook,NY, located in a p��Zoning District and shown on the most current Tax Map as Section: k9;Q. 6�5 Block: 1 Lot: to , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. , issued a 20 ao, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or buildingor part thereof listed under tth7e-following re New York State Classifications, Use: -� / I / - 1' m J' /V Construction: for the following purposes: Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: APPROVED FOR USE AS A DWELLING UNIT This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in height shall Pe made,nor shall the building be moved from one location to another until a permit to accomplish such change has bee b uilding Inspector. Building Inspector,Village of Rye Brook: ate: APR - 4 2022 I'f LL[,yLLLa ..d Am annimmaW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914)939-0668 Christopher J. Bradbury tiv x-w. yebro TRUSTEES BUILDING&FIRE INSPECTOR Susan R Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE April 4,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 18 Jasmine Lane,Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.62 This document certifies that the work done under Mechanical Permit #21-033 issued on 3/4/2021 for the installation of a new gas furnace,a new condenser and related ductwork has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /tg CZc:••—y 1 tu l? t4�it. 406 Q,wtllww[YW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.rye brook,org TRUSTEES BUILDING& FIRE INSPECTOR Susan IL Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE April 4,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 18 Jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.62 Mechanical Permit#20-070 issued on 6/22/2020 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit, has been satisfactorily completed. Sincerely, lb Michael J. Izzo Building&Fire Inspector f tg D [EC ENE - For office use only: BUILDING:DL1P RTMENT PERMIT# 'C'Q3 MAR 2 9 2022 VILLAGE OF RYE BROOK ISSUED: I Q_--7_Z,L6 9311 KING STREET;-RYE BROOK,NEW YORK 10573 DATE: "5 "Z9"ZZ VILLAGE OF RYE BROOK (914)93 y`rl 939-5801 FEE: L4010 PAID BUILDING DEPARTMENT =__ X 0 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 rarssgqu►+•araaasauaarassaa•ar•srrapaasaaarrr+•a+strsrrrsarrarssarsassaassasparr•sa+rrrar+ssapssrsasspsrau+asss rs• Address: IS -JLM 1 t. k_ 1,AKA, 01 It &ZDL 1,)iy 10-5 9 T 84 Occupancy/Use: rz-h5 Parcel ID#: 1 Z q.25 — I — I , U Zone: 17 k o wa am Owner: SL e V k P>2004- PA��NJOeS L LL A Bless: �- 6VtGST (�y P.E./R.A.or Contractor: 6 w Q$ igla 4 D P r0446 f Ad/ess:t-W I�l��If-C� <tr 2,S(,2lu 1A 1�' FANS�4 e wfkP�7A�M 1 Person in responsible charge: V%A L_,I,P(N �4 N 1, Ad ess:f tn)N �u.l� OP1L� LN St�i IL)k(1-t pot 1�5 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: IA)1 L L 1 PW b It�4 V being duly sworn,deposes and says that he/she resides at 3 '1 K 114 k.f!11 kOJL P O A�fD (Print Name of Applicant (No.and Street) in S0IIVl Gil" ,in the County of Gp i e F I t6 L D in the State of that (City,rrowu 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 3T D .0 0 f for the construction or alteration of: SI1.Jh 1 k, 1'0 m 1 LV 0-U L( U)j rl N I d'40 1 ASkMIGIJ_r Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly, in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per §250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this<9 Sworn to before me this day of , 20_aj day of �V , 20,2�_ L J Signature of proper er Signature of Applicant w 1 u l aryl ►Y'041 ,f tit-VISS W t I,� I P(Aq Print Name of property Owner Prin me of Applicant Public 4N. ry Public TRISHA MA TINEZ TRISHA MART NEZ NOTARY PUBLIC-STATE OF NEW YORE NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 No.01 MA6331843 Qualified in Dutchess County Qualified in Dutchess County My Commission Expires 10-19-2023 MY Commission Expires 10-19.2023 Q�E BRC��. O�` tim '9a2 BUILDING DEPARTMENT UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.or¢ - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS:_ ' "cJ �, \ +VFL DATE: 4j z Z PERMIT# t�>C -2O 1 —3 ISSUED:—L/ r'SECT: �� BLOCK: LOT: z 2 LOCATION: Nqi—w w� `��"' � �' ��^'�t 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 ❑ ROSS CONNECTION FINAL OTHER Q�E Bkj� O� 2m '9a2 BUILDING DEPARTMENT ❑ UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - -- - - - - - - - - - - - ADDRESS : L` C 'V� �- DATE: �C 1 PERMIT# G �`� ISSUED: 60 SECT: ' �2 BLOCK: ' LOT: �� �2�- LOCATION: OCCUPANCY: 'z Tb ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING NSULATION NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER Q�E BRC��• 1982 BUILDING DEPARTMENT UILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.tyebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - \� N O-Q 3 � ADDRESS : DATE: PERMIT# ISSUED: SECT: BLOCK: -lall: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK ISY/ ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION p 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 * * U � * U v� y O �c k * O U y in * 3 in Cd cn U � N C� V] N N urn cd Q d 16.4 * U_ on Q z 0.0 U a du`'" * � m z� le ' * 0 to 00 " o � Y � * * Ur.to 0 3 U y Q a .r a a 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 ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : I DATE: PERMIT# 2 ISSUED: t ECT: 7`z�BLOCK: LOT: LOCATION: - �6� 1 OCCUPANCY: Zl� ❑ VIOLATION NOTED THE WORK IS.. _..p ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPE TION REQUIRED FOOTING � � Y ❑ 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 oe 4RaP. 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (((((( (914) 939-0668 FAX (914) 939-5801 www.Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - -- - - - - ADDRESS: L� -2cm NQDATE: '�ox PERMIT# U_ ISSUED: " (� SECT: . BLOCK: LOT: LOCATION: �..J C1 l , Q 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 �-S E BR(��• 198,2. cu � t7 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK i❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - -- - - - - - - - - - - - - - - - ADDRESS: y V \ ' DATE: V � � ISSUED: Z7 SECT• ). < PERMIT#`�j BLOCK: LOT: r LOCATION: ��� 1_ C y OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BR(��, 1. 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR JQ 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 UebrooLorg - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :— DATE: I -z ZC-Z 40 PERMIT# i: �� ISSUED: 1 'JIECT� '2�• 41,OCK: \ LOT: 16 6Z'�` LOCATION: 1 OCCUPANCY: 42 ❑ VIOLATION NOTED THE WORK IS... YACCEPTED ❑ 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��. O� Zm cu � 1q�2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR 0 ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK /❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.or$ - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - -- - - - - - - -- - - - ADDRESS: DATE: V PERMIT# U. 2 C) 1 ISSUED: Z SECT: Z BLOCK: 1 LOT: LOCATION: 1.•'N-(` � OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑, OTHER �E BR��. O�` tim 1982 BUILDING DEPARTMENT rUILDING INSPECTOR SISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :- � �� \I/l 1 N-mt- DATE: /7 PERMIT#'7 u ISSUED:_q�ECT: BLOCK: LOT: (O 2- LOCATION: ( I- S 1` 4 OCCUPANCY: ZI'-3 ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION / REQUIRED ❑ FOOTING ❑/ OOTING DRAINAGE PFOUNDATION UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION all❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER E BR(��. O� Zm cu � 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR UI SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK f❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS:— \ DATE: PERMIT# ISSUED: SECT: LOCK: LOT: LOCATION: , cis n ��.— OCCUPANCY• ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION 1 C 1 REQUIRED ❑ FOOTING !��@�'!�Q(J` > P S /, > 1' ❑ 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��, O�` tim 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: L �/ 11.(- w� Z DATE: r f, J b.,Z , PERMIT# �� ^-�� ISSUED: W -2( 7SjCT: Z5 LOCK:_LOT: Z- LOCATION: � L1 C' ` ` ' OCCUPANCY: Z' ❑ 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 S i`-i ycl� ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER Q�E BRC��. O� 2m Q�i� ��O•c 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR / ''ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK / ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - --- - - - -- - - - - - - - ADDRESS: + '1' DATE• ����� PERMIT# U `? ' ISSUED: CT:' ` �. BLOCK: r LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE-A V C FS ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BR(��, '9a2 BUILDING DEPARTMENT ❑,BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK / ""CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - --- - ------ SS. DATE: PERMIT# ISSUED: -.�ZZ `SECT: LOCK: LOT: ' 0 LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... /� ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION f REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION t_J �t �� or-) ' ❑ 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 o� tim '9 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 i (914) 939-0668 FAx (914) 939-5801 / www.rvebrook.org ----- - - - -- -- - -- - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - -- - ADDRESS: � s� �CA� C��� DATE' PERMIT* !X 2-C -C�G 2 ISSUED: L 1 4H&: 7 BLOCK: LOT: LOCATION: i t OCCUPANCY: �c ❑ 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 OD ai 0 r4 C4 ac 7 16 Polo IT V-0 oar Cc) :Y. c75 co Lij Z NEW .7 wa Zn p BUILDING DEPARTMENT VILLAGE OF RYE BROOK JUN 2 5 2020 938 KING:STREET RYE BROOK,NY 10573 (914)939-0668 FAx(914)939-5801 VILLAGE OF k'' E BROOK 13t)ILDING nEPARTP.IENT wwwxyebrook.org -- _ _- ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY 13P#: _O�p_ ' �3 EP#: ��8 Approval Date: JUN 3 0 2020 Application Fee: Approval Signature: tM Permit Fee: $ Disapproved: Other: (fees are non-refundable) Application dated, 20 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: f� �k�' /K� ZA-Oe SBL: 1 /'�/•Cn —�"' toog Zone:—E(JD 2.Property Owner: SC Rye Brook Partners, LLC Address: 5 International Drive Suite 114 Rye Brook, NY 1057, Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address:254 Sylvan Lake Road Hopewell Junction, NY 1253: Lic.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortino@enterpriseelec.com Company Name: Enterprise Electrical Consulting Address: 254 Sylvan Lake Road Hopewell Junction NY 12533 4.Proposed Electrical Work/Fixture Count: /A4AJ6 �.� 1U�l�) bi a4p� Sw/ oK��Sy�«C' ,4�K) LY�4 L--s- 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 ..Is- day of 120 day of ` 20 �Q _ Signature of Property Owner Signature of App icant Denis M. Fortino Print Name of Property Owner Print Name of Applicant FUbLIU; U1 Now York i a llotary Public Not No.Cl T os 1 52872 Qualified in Dutchess County Term Expires September 8,201 ZO 1/5/16 Westchester Rockland Electrical Inspection Services, Inc. Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914 347 3596 Elmsford, NY 10523 BUILDING PERMIT NO. TEMP# DATE ----] CITY OR VILLAGE ZIP CODE_ _ TOWNSHIP COUN STREET' NO.OR /�,/ POLE NUMBER Ae BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS f HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT L. I"FL. L !.'- 2� L. r� 3`�FL. ILLA 7F R :r REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: �l (a ��a�l Sd`1b��L'�-S�1c7� CJc�rJ L�� L•v� THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS RAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY.WREIS,INC. IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW❑ ADDITIONAL 0 EXPOSED Ll CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD l UNDERGROUND G AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY DATE OF APPLICATION SIGNATURE OF APPLICANT STREET ADDRESS L Lea TELEPHONE No. 224�. LICENSE NO.WHEN APPLICABLE �j i WESTCHESTER ROCKLAND ELECTRICAL INSPECTION IRE15SERVICES,INC. SATIETY IS OUR GOAL BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Enterprise Electric Inc SC Rye Brook Partners LLC. 254 Sylvan Lake Road NY. Hopewell Junction 12533 Located at: 18 Jasmine Ln Rye Brook. NY 10573 -I Certificate Number: 1029494 Section: 129.25 Block: 1 Lot: 1.62 BDC: Permit Number: EP:20-098-BP:20-093 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: 18 Jasmine Ln Rye Brook, NY 10573 Basement 1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 03/17/22 Name Type Quantity Receptacle Convenience ------- 73 Switch Single Pole ------- 49 Fixture-Luminaire Incandescent ------- 12 Fixture-Luminaire Undercabinet ------- 6 Fixture-Luminaire Recessed ------- 45 Cook Top ------- 1 Dishwasher ------- 1 Exhaust Fan ------- 6 Furnace Gas or Oil ------- 2 Electric Room Heaters ------- 1 Bell Transformer ------- 1 Dimmers Led ------- 23 Service Disconnect ------- 1 Continued on next page_. This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. This certificate is valid for work performed before date of inspection only. y I_ IF WESTCHESTER ROCKLANO ELECTRICAL INSPECTION %WE15SERVICES.INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Enterprise Electric Inc SC Rye Brook Partners LLC. 254 Sylvan Lake Road NY. Hopewell Junction 12533 Located at: 18 Jasmine Ln Rye Brook, NY 10573 Certificate Number: 1029494 Section: 129.25 Block: 1 Lot: 1.62 BDC: Permit Number: EP:20-098-BP:20-093 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: 18 Jasmine Ln Rye Brook,NY 10573 Basement 1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 03/17/22 Name Type Quantity Hot Water Heater ------- 1 Cable Homeruns ------- 5 Phone Lines ------- 4 A/C Unit ------- 2 Air Handler ------- 2 Sump Pump ------- 1 Panel 225 amps 1 Sub Panel 100 amps 1 Receptacle GFCI --- 14 Smoke Detector ------ 4 Carbon Monoxide Detector ---- 5 Microwave ---- 1 Refrigerator ------ 1 Continued on next page... This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. This certificate is valid for work performed before date of inspection only. , w WESTCHESTER ROCKLANO ELECTRICAL INSPECTION SERVICES,INC. 5 1.F T Y R C 0 E.f R C, 0 A ! BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Enterprise Electric Inc SC Rye Brook Partners LLC. 254 Sylvan Lake Road NY. Hopewell Junction 12533 Located at: 18 Jasmine Ln Rye Brook, NY 10573 Certificate Number: 1029494 Section: 129.25 Block: 1 Lot: 1.62 BDC: Permit Number: EP:20-098-BP:20-093 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: 18 Jasmine Ln Rye Brook, NY 10573 Basement 1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 03/17/22 Name Type Quantity Disposal ------- 1 This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. This certificate is valid for work performed before date of inspection only. OD M 04 V-W 16 tn I 40; ale e 3 q 3 9z co LIJ �Tk oc C Ic (> z V) rn C, -j 4oc rn I-D .< en C6 W c 4 a mo 96 za 6T� fift 00 BUILD N DEPARTMENT ENOV7 2020 VILLA 6E OF RYE SROOK G�938 YINTREETRI`EBRQ.QK,NY 10573 VILLAGE OF RYE BROOK (914)9A*,-" 68 FRx-(9h ')939-5801 BUILDING DEPARTMENT wwW.',yeb7•ook.orv- PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: o?O - 0 /3 PP#: Approval Date: NOV 1 9 10 0 Permit Fee: S t✓ Approval Signature: Other: Disapproved: (fees are non-refundable) *>.**:�eiex***ae;e*r;::k' k%k•:.Fx�a�Mk:kx*:px#kkkxk#kM*kkkk:kkM:'r•+�kk-kx��kfi#:k��a��#*#k#Mkk�M*Mxk�ak:k=k�aa�Y�MxK* Application dated,fi 0 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install an or r move Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will a in conformance with all apppli ble Federal,State,County and Local Codes. / '^ 1.Address: e r p`� SBL: �' (Oo�j ,,Zone: PLOD 2.Proposed Work: bt 4 �Y e(+� e n W1l I t,nt •j Doh l.ahl . 3.Property Owner LAc Uroo& 06 •i'(Suc Address: wt'`j} ( .1C t'le S 6-W?,0jj t IG� S�t� cl 'Oc.o=t Phone#: v ry l ILJ--76) — 2 600 Cell#: Cj I LA ��`�'S4 email: j}�[j;�s�t,��rio t,ncasr(�i,P•Cor►1. 4.Master Plumber: '?O,O\ 'e 'i( Address: Lic.#: q 110 Phone#: Cell email: i h r 'i lom ! .t2 ✓? . Company Name:t JebCCtSIL4 ajoy"lan1Q paitha �;CDoi tYa Address:10111 J4 V+NA STD' t3 Hon<-o'e. -tj 1 e —rr- INDICATE FIXTURES& LINES TO BE INSTALLED AS PER TIME FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitsuy Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement Ist Floor I �1 2nd Floor i� 3 a Floor Li 4'h Floor 5"Floor - - --- - -- - - Exterior of 5.*List Other Equipment/Provide Details: p0 (Notarized Signatures Required Next 2 Pages) Ps 3n_1/19 ST TE OF NEW YOR1C,COUNTY OF WBSTCHESTER ) as: ,being duly sworn,deposes and states that he/she is the applicant above named, (print mmnc of individual signing as the pplicant) and her states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,conuactor,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 asset forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Swom to before me this 3 Sworn to before me this day of C C ,20"?o_ day of _�i 20 ;1.0 Signatu f erty Owner fSiatu@411t k��Iyz r)L- Oo l s �U� bY-a Its Print Name of Property Owner Print Name of Applicant Notary Public 41,1,A W Notary PuYli� kJ POW,SW@ of NW Yoah Nm 01)W8166307 in wuwbesw County Expira May 21,2W This application must be properly completed in its entirety and must include the irv[ttr>sciTO o�itxeerafe� the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. WENDY J ABBAGLIATO NOTARY PUBLIC-STATE OF NEW YORK No'01 AB6378708 Qualified In Orange County MY Commission Expires07-30-2022 321/19 i BUILD IN6_D.CPARTM>CNT CENED VILLAGE OF RY&BROOK NOV 17 2020 938 KING S RCCT Rvr BRooh,NY 10573 VILLAGE OF RYE BROOK (914)939.7 OGG8 FAX(9114 ;939-5801 BUILDING DEPARTMENT wiv}v.rvebrooli:oru AFFIDAVIT OF COMPLIANCE VILLAGE CODE �21E ° STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OFF NEW YjOM COUNTY OF WESTCHESTE/R' ) as:,/ �� /►�,, x, �reP /UL�P!'� , residing at, `� (�K� (.Gi.L .�S / l�.l/�►-P. (Print name) (:\ddress%%here)ou li\e) being duly sworn, deposes and states that (s)he is the applicant above named, and further states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 1� 1'n-e ZICL� . , Rye Brook, NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer fi•om the subject property in accordance with all State, County and Village Codes. (Sienamre o rop a ner(s)) .—,IL `� - —pi tLk C t S (PrinH\ame of Property Owner(s)) Sworn to before me this 3 i day of 20,:9 e (Notary Public) Christine A Boyd Notary Pubtic,State of New York No.OIW6166307 QuaNed in Vinwhoner County 3 COms nbsion Expires May 21,21Md2 o a 3 3/21/19 O O FF o4 gv � �j co > > ~ a3 O �•y � a (� � � � �O «, Lug « � f� � is A Aim Z -let „ _ yvm O t ^1I gzrv.� O ,?z. Ono Ono ON r, w•.� A, ' aIx .o V 0-4 In ram 00 Av 99 ..g f u �'o c tE= c LAC yam, a �_ � ww ` ✓� F �. m Cgs � o = �= .. 6x � EE oc a W W C ZA &T o 0 M D E BUILDA1WedOARTMENT VILE E OF RY OK JAN 2 7 2020 938 KING � FT RYF.BR NY 10573 (914)9 6S ;�939-5801 VILLAGE OF RYE BROOK w Y BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: (Q�//,,�� rl Approval Date: JUN 1 9 O—O ,3 MP#: aw o Application Fee:$ Approval Signature: Permit Fees:S —0 '0 Disapproved: Other: Application dated:_ry=_�__��is hereby made to the Building Inspector ol'the V illage of Rye Brook NY lbr the issuance ol'a Permit to install a Fin: Suppression System as per detailed statement described below. I. Job Address: 1 =5� :�v%@ 1 xmnit-J7,1,B, y tJY -_Parcel I.U.: Ia9.2S-I— 1. r,I Zone: 2. Proposed System(Describe system in detail including suppression agent): 3. Number&Types of Fire Sprinkler I leads: SL 4. N.Y State Construction Classification: 5B N.Y.State Use Classification: 5. Cost of Installation:$ 13 t 5 ap (Cost shall include all labor.materials.fixed equipment.proti ssional fees,and materials and labor which may be donated gratis.) 6. Property Owner: SL R,te_ V�,f oo lL PQC±Mer.; Address:RC) 14 2§z�e_r-t Phone# Cell# email: T Applicant: Mao-1c, V-}CA C,,_t or-, Address: \5 PCW-Y-- place Mic"ktkcion e-T 064J3 4- Phone# Cell#� 3— 12, 1: r Architect/Engineer: Q.W , c� ,\\,\tar\ Ff—N e_erknc. Address: 519 MwinbTCC.t" %Q14e_ 0-7, T-.oatcr-\ oataq-�ta� Phone# Cell# email:'At'a7 r 1-1 1 ,Nt,vcf•, . Q ofr\ General Contractor: rti QR �P.�e 10o rewrtddress:3 .,� Phone# (945) 81n5-ci460 Cell# 1 email: _ Q 16 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHES.TER ) as: 2,!Vb%�Ia m�"r r--- ,being duly sworn,deposes and states that he/she is the applicant above named, (print Aame 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 o�1[ G rc R rine�ors 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 betbre me this Sworn to bef6re me this T�h� day of , 20 day of 20�'?- Signature of'Property Owner ,tgnature of Appl icant o Farr%..-"CL-'L— Print Name of Property Owner Print Name of Applicant Notary Public Notary u c MICHAEL SILVA NOTARY PUBLIC MY COMMISSION EXPIRES OCT.31,2022 12 8 16 1 ai i� N O O p6 ea p N N M MI •y� a C oc x 0 E F �3 w �y LJ N T 1 Q cl 10 n Hkn � m F ' � ICI � ♦ � � p .C7 � 0 .` � 00 a C F OR Ili C V O C' •f � mM .Is - O Ou j tea, E ; v U C1, e W O U a 000 CT � e •°' °' `0 MCI ; r j U r .2 > Q; z_ al.0 zlz f oc LA Lr > .o Y L x w a F oN Z u 00 o 'lot 9,r x 00 � � w V � pa •y � � � w �. a 1414141414144944441PA4.(1404;4144444494999944141414(14 4444414414 1 BUILD .DEPA R MENT D IR C IR � V E VI E OF RYE BOOK ID 938 KING W ET RYE BOOK,NY 10573 MAR - 3 2021 (914)9 FAx(914 39-5801 roo o VILLAGE OF RYE BROOK awbBUILDING DEPARTMENT .w APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PL:RMIT#: HP 011— ©.J� MAR - 4 $ 21 Approval Date: Permit Fee:$ C)� —1" Approval Signature: v Other: Disapproved: (tees are non-refundable) xie*ie***xic is*ie ie*ic ie**ie*ie ie****ic ie ie** **ie iex****ic*ic**x***ix***ic*ir**ic ie ie ie ie iezxic is ix**ie*ie ie ie ie********ie ie*irxxie icxxxic*iexx REQUIREMENTS FOR RELEASE OF PERmirr&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor s Liability Insurance.(Village of Rye Brook must be listed as certificate holder)&Workers Compensation Insurance on a NYS Board form(Form#C 105.2 or Form#U263/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL=$100.00/unit COMMERCIAL=$350.00/unit. 5. Inspection by the Building Department for removal and/or installation.(48 hour notice required 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. ***************** ** ************************************************ic is*ar is is****k****ic is**ix*icxix ei is** Application dated, c3/ is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the AVXC 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. �+ J 1. Address: I p J A S M 111 `a nC SBL: I�q '• s —�— Zone: 2. Property Owner: S '," Address: Phone#:_ �^ Cell#: email: G 3. Contractor: 1 d C L e,6 Ili-UZ4Address: 3 I MI �,. T 9-7 Phone#: �p 3 - �Q 3' (. 7 b U Cell#: email: ( k''. P. l /✓1 4. Applicant: t Ant i v U Address: Phone#: ab 5 ?1.) 3 Cell#: email: 5. Scope of Work:New Installation(PQ Replacement( ) Removal( ) Other( )� 6. List Equipment: � —to r 1 C 6 n rl/ l0 D k t'1.re,e e i 7. Location of Equipment: Bg)f e- �- 8. Method of Installation/Re oval(list all equipment needed to perform job): In I �, All pU f�W ry A— t 3/21/19 STATE OF NEW�ORMY,COUNTY OF WESTCUESTER ) as: NAt I d ,being duly sworn,deposes and states that he/she is the applicant above named, (print name Individual signing as the applicant) and further states that(s)he is the legal owner ofthe property to which this application pertains,or that(s)he is the 3.`L( j�6-rt.,J for the legal owner and is duly authorized to make and file this application. (indicate a chitect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief;and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention& Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of 120 day of Pf Ar 20 Signature of Property Owner Signature of cant t Print Name of Property Owner Tint of Applicant TRISHA MARTINE N� Notary Public NOTARY PUBLIC-STATE OF NEW Yp�YI UbliC No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-19-2023 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 3/21/19 N9MSE Product Specifications HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSC Gas Furnace EASIER TO SELL • Up to 96%AFUE in upflow and horizontal positions, -------- Up to 95%AFUE in downflow positions • Cabinet air leakage less than 2.0%at 1.0 in.W.C. and cabinet air leakage less than 1.4% at 0.5 in. W C when tested in accordance with ASHRAE standard 193 • Approved for Twinning applications(0601410 through 1202420) with accessory(order separately) • Approved for Manufactured Housing/Mobile Home applications (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 pratographs are only representative • High temperature limit control prevents overheating Some product models may vary • Direct ignition with Silicon Nitride ignitor • High ual corrosion-resistant, prepainted steel cabinet WARNING EASIA 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 installed. • Innovative knobs for easydoor removal d an secure Facture 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/light) installation 10 l BN • At least twelve different venting configurations • Through the casing flue pipe for counterflow,or horizontal AM applications with accessory (order separately) �"""n i • Concentric vent available THIS_MODe� cf4TIF�F�® • Self diagnostics with super bright LED L� • Slide out heat exchanger and blower assembly LIMITED WARRANTY • TU% an W% 97% • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration, an additional 5 year parts limited , CERTIFIED warranty For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for U••or tha AHAI Ca"oo TM Mart ndcalx other applications. go to wive,ahntluacton>'g Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) Upflow/Hz Downflow Q.5 in.w.c.(125 Pa) Inches(Millimeters) Lbs(Kg) N9 026140-8 40.000 96.0% 95.0% 400-775 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 120(54) 9 0401410 40,000 96 0 C 95.0 625-905 35 x 14- 1 x 889 x 361 x 50) 1 ) 9 040171 40.000 96.0 95.0 650-1050 35 x 1 - 12 x 29-1 889 x 445 x 750) --13TTIT— N9MSEG601410A 60,000 95. 95.0% 6 5-1130 35 x 14-3/16 x - 889 x 361 x 750) 1 9 0601714 60,000 96.0 95 0% 650-1420 x 1 7 x 89 x 445 x 750) 1 0801716 80,000 96.0% 95.0 810-1600 35 x 17- x 2 -1;2(889 x 445 x 750) 154(69) N9 S 0802120A 80,000 96.0% 95.0% 1335-1970 35 x 21 x 29-1/2(889 x 533 x 750) 162(73) NSIMSE 1 002114 1 . 00 915-1545 35 x 1 x -1/2(889 x 533 x 750) 169 76 N9MSE1002120A 100.000 96.0 9 .0 1345-2065 35 x 1 x -1/2(889 x 533 x 750) 169(76) 9 S 1202420A 1 120.000 1 96.0% 1 95. 1320-210 35 x 247 x -1/ x 622 x 750) 1 186(84) W9_9917'1_402420A 1 140.000 1 96.0% 1 94.4% 1290-2035 35 x 24-1 x 29-V2 889 x 622 x 750) 1 190(86 sredRcatwns are subject to change wrthoutnotice. 440 11 4403 05 1213/18 NXA6 iA`.�`® Performance Series HEATING& COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 11/2 THRU 5 TONS SPLIT SYSTEM 208 / 230 Volt, 1-phase, 60 Hz REFRIGERATION CIRCUIT • Scroll compressors on select models • Filter-Drier supplied with every unit for field Installation •Copper tube/aluminum fin coil EASY TO INSTALL AND SERVICE • Easy Access service valves on all models • External high and low refrigerant service ports l • 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, "1 � R�� � TA �rr0XA@,UW to • 5 year compressor limited warranty , MN&*d "'th aWap-i'• oo+ °°'roof°"" Howu ' 5 year parts limited warranty (including compressor and the r� �a+a voc•�tdIr y to °'mete rim o>redty arW efFaawY Mallmm d ( 9 P Pro[hM shprld follow Itq n,enAamx•Ys reMperanl COII) 0or9 W ina ar flow mi instuwons FMue to omArm Prooer charge mid mfftow may red—erwrpy eM10—Y -With timely registration, an additional 5 year parts limited ano s"„a,equPrr"'t Mee warranty (including compressor and coil) * For owner occupied, residential applications only. See CERTIFIED warranty certificate for complete details and U� US restrictions, including warranty for other applications. LISTED Use of the AHRI Cert,fied TM Mark mdcates a manufacfurers pamopaDor r'ne p•og•am For verrficaCon of cQmf,cat.o^'f, _v d..a ploduds Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship I Operating Number (tons) BTU/hr Ampacity or Breaker height x width x depth in. (mm) Weight Ibs.(kg) NXA618GKA 1'; 18,000 11 8 20 28-11/16 x 25-3A x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24.000 17.7 30 28-5/16 x 31-3,116 x 31-3/16 147/ 183 (719 x 792 x 792) (83/67) NXA630GKA 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 28-5'116 x 35 x 35 204/ 165 (719 x 889 x 889) (93/75) NXA642GKA 3V, 42,000 23.6 40 39-1/8 x 35 x 35 254/213 (994 x 889 x 889) (115/96) NXA648GKA 4 48,000 26.1 40 39-1/8 x 35 x 35 317/264 (994 x 889 x 889) (144/120) NXA660GKB 5 60,000 324 50 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/ 127) Speaficatlons subject to change without notice 421 11 6201 05 5117/19 Wp-�-(cbester ECENE govcom AUG 13 2021 VILLAGE OF RYE BROOK George Latinier BUILDING DEPARTMENT County Executive Sh(-rhta:\tttler,ill) Conimi,siom i-4Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13342-21-DCDA Application for Backflow Prevention Device Kingfield Development 18 Jasmine Lane Rye Brook Dear Mr. Palucci: The plans and specifications for the above project have been reviewed and approved by this office pursuant to the provisions of Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: https://health.westchestergov.com/images/stories/pdfs/crossconnection doh1013.pdf .. NYSDOH- 1013 consists of two parts: (A) the initial test of the device(s) by a certified backflow prevention device tester, and (B) a certification by a Professional Engineer or Registered Architect, licensed and registered in the State of New York that installation is in accordance with the approved plans. The completed NYSDOH-1013 must be sent to our Department within 45 days of installation of the device(s). This form can be emailed to DOH-BFlow(a�westchestergov.com . Respectfully, Delroy Tay or, 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 i . RE OOORICYCLE Department of Health 25 Moore Avenue Mount Kisco,NY 10519 Telephone: (914)86 1-1 296 Fat: (91 1)8 13-1691 NEW YORK STATE DEPARTMENT OF HEALTH CERTIFICATE OF APPROVAL FOR BACKFLOW PREVENTION DEVICES This approval is issued under the provisions of 10 NYCRR, Part 5, Section 5-1.31, and Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester County. Log No. 13342-21-DCDA Facility: Kingfield Development City, Village, Town: County: 18 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 THE STATE COMMISSIONER OF HEALTH BY: DATE: August 2, 2021 Delroy Taylor, P.E. Assistant Commissioner NEW YORK STATE DEPARTMENT OF H V IE v r 'YE 3D lbany,o/PublkWatarSupplyPmheNon Report on Test and Maintenance Bureau Emplro Slats Plaza-Corning Tower Ro t 0 Impiro NY,:zir MAR 2 9 2022 of Backflow Prevention Device Pie uVILLAGE�O4R5 E B O K For the year LL7fiVL�L)tt' �' � Initial tact-Complete entire form 0 Annual test-Complete Pert A only Public Water sFl� Acwwt No. SC Cd'r^�' alock Eat 0 r Location or Davies Facility Name nG Address 1r Street _ Device Maltutseturer Information Type RPZ Mode! Size(ln inches) Serial Number Cbw*VaAre No-I Check vaMa Me,a O f[erential Pressure Relief Una Pressure vat" Test Leaked _ Leaked Opened at D� before Closed tight p _ _ _ _psld repels _Closest tight.-�- �-��1 i Pressure drop across first check valve ). i FL�9 paid M D Y Apsh anal Repaired by fnatertds Name _ used0/A )A Lie# ! i/A Date repaired: m M D Y Futalb�at Cored tight Closed tight Opened et paid Dab Pressure drop flrat O ,3 I �' checkvalve pald Water Meter Number Meter Reading Type of serAm, one) 9 Domeattd, _ `9 Othor Remarks(Oeac 1 dofidanoae:bYpaeaea,outlets before the deyift oonnectlorhs between the device end pa"o7.entry,missing or irmdogWte A%sp,ate.) Certtncaoon.This device meets, 0 does NOT meet,the requirements of an accaplable pan, inmen ce at the time Of testing I hereby certify the foregoing data to be oanecE Print Name Gail lied Toder No. $ E]t ninon Dote Rcperty ow (or ens agent certtfr tion that test was performed: - � I co-'Sr- rn� ,'21-+ Print Name TNe eta Telephone Cer"riaation that installation Is in accordance with the approved plans, trs b-compNted by tbs design engineer or archked or rater arppNar.) I hereby—Iffy that this titatalstion is in accordance with the approved plans: Name Russell Palucci Tine Engineer Dots O 3 a. Z r__ KYS DOH LogM License Number 78721-1 Phone(W )337-6040 m d Y Representing nme o u cns, onsu Ing ng neers Describe minor installation Chang" Address 140 Princeton Drive city Sheltone CT Zip 06484 Signore on one OaM espy Ip pr a oali apartment mpresonw.we and ono Copy to Ulu water SUTg b r wit N oayt o nha av hng cavice. Notify Ownor and wa11N suppaar Immodlately if device falls last ana ropairs cannot immedialaly oa mode. BOK 1013(9191) 18 Jasmine Lane MAR 29 2022 Rye Brook, NY -Th094' VILLAGE OF RYE BROOK 2015 IECC Energy BUILDING DEPARTMENT Efficiency Certificate i Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): R_ Glass&Door Rating U-Factor SHGC Window 0.29 0.30 Door 0.30 0.30 Heating&Cooling Equipment Efficiency Heating System: Heil#NSMSE1002120A 9` % Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Jobe Leonard Date: 2119/19 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: 2379 - 18 Jasmine Lane Rye Brook Name: NY Address: 18 Jasmine Lane Address: 18 Jasmine Lane Rye Brook , NEW YORK Rye Brook, NEW YORK Geo-Tag Latitude: Data: Longitude: Timestamp: Measured Leakage: 1.78 ACH50 Leakage Target: 3.00 ACH5O Compliance with Leakage Target: Pass Test I D: 2379 Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,287.0 (+/- 0.8%) Effective Leakage Area: 79.1 in Building Volume: 43,397.0 ft3 Enclosure Surface Area: 4,726.0 ft2 Coefficient (C): 120.4 (+/- 5.9%) Exponent (n): 0.606 (+/- 0.016) Correlation Coefficient: 0.99964 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 68 OF Post Indoor Temp: 68 OF Pre Outdoor Temp: 37 OF Post Outdoor Temp: 37 OF Altitude: 100.0 ft Time Average Period: 10 seconds Test Date and Time: 2022-03-01 09:29:30 2000 9 Depressurize — C s 800 700 600 a 500 c =6 400 m 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 -3.0 -60.0 -62.3 -59.5 -69.6 1,504.2 Ring A -54.0 -56.6 -53.8 -61.3 1,413.7 Ring A -48.0 -51.2 -48.3 -52.2 1,307.0 Ring A -42.0 -44.3 -41.5 -43.8 1,201.0 Ring A -36.0 -38.9 -36.1 -37.2 1,108.2 Ring A -30.0 -33.2 -30.3 -30.0 997.5 Ring A -24.0 -25.7 -22.9 -204.8 847.6 Ring B -18.0 -22.9 -20.0 -168.4 769.3 Ring B Baseline -2.6 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6006 Calibration Date: 2020-07-01 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.8.0 (206), © 2021 The Energy Conservatory, Inc. Page 2 of 2 pp,,�� Building Permit Check List&Zoning Analysis Address: L J A S✓`��a F SBL Zone- Use: Const.Type: Other. Submittal Date (-o Z 0 Revisions Submittal Dates: Applicant: S •G. --(-2,!F2Y.�c. Nature of Work ✓� --r:,W EL C, Pj Reviews:ZBA JUN 1 2020 PB: BOT: Other. QK_ FEES:Filing' BP: l✓(��7,5( C/a �L..�C%`• Z, �.�D APP: Dated: Notarized: SBL: ``Truss I.D. Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan Other. ( ) ( ) SURVEY:Dated Current: Archival• Sealed: Unacceptable: ( ) (.Y PLANS:Date S� ed. ✓ Sealed: `� Copies:�2—Electronic: Other. (, (Jf License: —V Workers Comp: ty: V Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated: N/A: (� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. (•� ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. (•� ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery._Other. (,y ( ) PLUMBING:Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. ( �V ( ) FIRE SUPPRESSION:Plans: Permit: N/A Other. (% ( ) H.V.A.C.: Plans: Permit N/A: Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. O O 20I7 NY State ECCC: N/A: Other. (•� ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. ( )ARB mtg.date: approval• notes: ( )ZBA mtg.date: approval• notes: ( )PB mtg.date: approval• notes: REQUIRED EXISTING PROPOSED NO-rrss APPROVED nata� J U N 1 9 2020 cir F%ta¢e: Front: Front: sid.z& Rcar Main Cov Accs.Coo Ft.H/Sb Sd.H/Sb: CX& Tot Ft.In HHciWu Stoaes notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: XS w t Property 1-- Property Owner&Contact Info: Job Description: t '�40,, For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements)x $225.00 x $I5.001$I,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement ..= ( 9 sq. ft x $6500 = $ c S z$I5.00/$I,000.00= $ ° Pt Fl. = sq.ft. x $225.00= $ "$I5.00/$I,000.00 = $ 75E3. 2- 2"d Fl. = `J�3 sq.ft. x $225.00 =$ �ZS, �7 ZS� x$I5.00/$I,000.00 = $ - Attic= sq.ft. x $225.00= $ x$I5.00/$I,000.00= $ + 00" Total Sq.Ft. sq.ft. Total Cost= $ CCU-[3 ,S�. Total B.P.Fee= $ L4 i�Z 02 S l °Includes Attached Garage if Applicable. Total Amount Paid = $ : ►s 41 Total Amount Due= $ l 4 I�i 0 Z S mmel Date: JUN 1 9 2020 signed: This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: 13e//4 i t .SVIGt '-L— Cr 0/L.%DS t A4 7>4�5(61,y R'Q 0 ti i?c a Subject Property: I8 Y)P, LCLC)P� SBL:)o?C).025-)-1./0Xone: Please take notice that the subject; C�One or Two Family; ❑ Commercial, 9�New Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; KTruss Type Construction(TT) dpre-Engineered Wood Construction(PW) ❑ Timber Construction(TC) in the following location(s); ❑ Floor Framing, including Girders&Beams(F) ❑ Roof Framing(R) YFloor 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. 2125 ) L.a a'-- DateDesi rofessional Z-2`� -2L Date Prope Date Notary P. is (7) TRISHA ARTINEZ NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-19-2023 A�d CERTIFICATE OF LIABILITY INSURANCE rATE(MMDDz 6""' 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 I�M— this certificate does not confer rights to the certificate holder in Ileu of such endorsement(s). PRODUCER CONTACT 0 "on Risk Services Northeast, Inc. NAME' PHONE MA Office AICo.EXt): (866) 283-7122 NC (8OO) 3603- 105 y ` One Federal Street 32 Boston MA 02110 USA ADDRESS: 0 INSURER(S)AFFORDING COVERAGE NAIC A INSURED INSURER A: Underwriters At Lloyds London 15792 SC Rye Brook Partners, LLC INSURERB. The North River Insurance Company 21105 230 Park Ave. New York NY 10169 USA INSURER C. Navigators Insurance CO 42307 INSURER D: Starr Indemnity & Liability Company 38318 INSURER E: INSURER F. COVERAGES CERTIFICATE NUMBER:570064826519 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 INHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS Limits shown are as requested T TYPE OF INSURANCE POLICY NUMBER LIMITS X COMMERCIAL GENERAL LIA81L1T`/ LCC EACH OCCURRENCE $1,000,000 CLAIMS-MADE X]OCCUR DAMAGEPREMISES?Ea ERTEUnce S100,000 MED EXP IAny one person) Excluded PERSONAL&ADV INJURY S1,000,000 OI GENL AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S2,000,000 to POLICY ❑X JE� LOC PRODUCTS-COMP!OP AGG $2,000,000 OTHER O AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) 0 OWNED SCHEDULED BODILY INJURY(Per accident) m AUTOS ONLY AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE ONLY AUTOS ONLY Per eccldent _. t A x UWRELLALIAB x OCCUR LCCX000078 06/30/2016 06/30/20 0 EgCHOCCURRENCE $5,000,000 U EXCESS LIAR CLAIMS-MADE AGGREGATE S 5,000,000 DED RETENTION WORKERS COMPENSATION AND PER OTH- EMPLOYERS'LIABILITY Y,N STATUTEIER ANY PROPRIETOR I PARTNER EXECUTIVE EL EACH ACCIDENT OFFICERIMEMBER EXCLUDED' ❑ N/A (Mandatory in NH) E L DISEASE-EA EMPLOYEE M yes describe under DESCRIPTION OF OPERATIONS bebw JEL.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS LOCATIONS!VEHICLES(ACORD 101.Additional Remarks Schedule,maybe attached M more space Is required) W" a+� T� CERTIFICATE HOLDER CANCELLATION 5" SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE a- POLICY PROVISIONS. village Of Rye Brook AUTHORIZED REPRESENTATIVE 938 King street Rye Brook NY 10573 USA nor ��or/s i ''GeprG'gaItfAMfA7 c//If,�lllleesf0�r ✓sBA ©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 Apppplying For: (Legal Entity Name and Address): Building Permit SC Rye Brook Partners LLC From:The Village of Rye Brook NY 1100 King St Ste 114 g Y Rye Brook,NY 10573-1057 PHONE:914481-1531 FEIN:XXXXX6509 The location of where work will be performed is 110 King Street,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building permit are from March 17,2020 to March 16,2021. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Robert Dale Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,Janice Heusser,am the Office Assistant with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. HE Signature: Date: 3 /-7•2PZ O EsemptiopAC ate Number o A r. .. ?a vA d 20 24 Ma 020 NYS.W...9rke ~ nsation Board CE-200 01n018 -, ACC)R CERTIFICATE OF LIABILITY INSURANCE 04/13PM 2020 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 Co NT NAM ACTCLIENT CONTACT CENTER FEDERATED MUTUAL INSURANCE COMPANY FA HOME OFFICE: P.O. BOX 328 A CNNo Ext:888-333-4949 (A/c No):507-446-4664 OWATONNA, MN 55060 ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURERS)AFFORDING COVERAGE NAIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B:FEDERATED RESERVE INSURANCE COMPANY 16024 MACK FIRE PROTECTION INC INSURER C: 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:466 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUBR POLICY NUMBER POLICY EFF POLICY EXP TR INSR WVD MMI IYYYY M / IYYYV LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED $100 000 PR MI Ea oc.renccl MED EXP(Any one person) $10,000 B N N 6042334 05/11/2020 05/11/2021 PERSONAL a ADV INJURY $1,000,000 G N'L AGGR TE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY PRO JECT ❑ LOC PRODUCTS-COMPIOP AGG $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT a ci en $1,000,000 X ANY AUTO BODILY INJURY(Per person) OWNED AUTOS ONLY SCHEDULED B AUTOS N N 6042334 05/11/2020 OS/11/2021 BODILY INJURY(Per accident) HIRED AUTOS ONLY NON-OWNED PROPERTY DAMAGE AUTOS ONLY per acci n X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $10,000,000 B EXCESS LIAB CLAIMS-MADE N N 6042337 05/11/2020 05/11/2021 AGGREGATE $10,000,000 DED RETENTION WORKERS COMPENSATION AND EMPLOYERS'LIABILITY X PER STATUTE O R Y/N ER ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICERIMEMBER EXCLUDED? NIA N 6042338 05/11/2020 05/11/2021 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1,000 000 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 149-868-2 466 0 VILLAGE OF RYE BROOK NY BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RYE BROOK, NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD YORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE la. Legal Name 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 MIDDLETOWN.CT 06457-1501 1c. NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured (Only required if coverage is specifically limited to 1d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State.i.e.,a Wrap-Up Policy) Number 04-3814418 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Federated Mutual Insurance Company Village of Rye Brook NY Building Department #466 938 King St Rye Brook NY 10573-1226 3b. Policy Number of Entity Listed in Box"1a" 6042338 3c. Policy effective period 05/11/2020 to 05/11/2021 3d.The Proprietor, Partners or Executive Officers are included.(Only check box if all partners/officers included) �X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"T' insures the business referenced above in box 1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY) must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "3c", whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder Ths certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Elizabeth Petersen (Print name of authorized representative or licensed agent of insurance carver) Approved by: 01� 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 DATE(MM/DDlYYYY) ACORI CERTIFICATE OF LIABILITY INSURANCE 1/21/2021 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(a). PRODUCER GUNEIACI NAM OTT AGENCYPHONEo Ext (845) 895- FAX 8873 ac No) PO Box 659 E-MAIL ADDRESS ottins2001@yahoo.com Wallkill, NY 12589 INS URE RISI AFFORDING COVERAGE NAICa INSURER Main Street America INSURED Total Comfort Inc INSURER B National Grange PO Box 359 INSURERC National Grange 7 Ohara Rd INSURER D National Grange Milton, NY 12547 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS LT R TYPE OF INSURANCE LT INSD WVD POLICY NUMBER IMM/DD/YYYVI IMM/DD/YYYY LIMITS x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 000 000 CLAIMS-MADE D OCCUR PREMISES Ea occurrence $ 500 ,000 MPU7919F 1/21/2021 1/21/2022 MED EXP(Any one person) $ 10,000 A X X PERSONAL B ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY E LOC PRODUCTS-COMP/OP AGG $ 2,000,000 F1 OTHER $ AUTOMOBILE LIABILITY COMBINED SW7r1M7__ Ea accident _ $ 1,000,000 ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED B1U7919F 1/21/2021 1/21/2022 B AUTOS ONLY AUTOS BODILY INJURY(Per accident) s HIRED NON-OWNED $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAR HOCCUR CW7919F 1/21/2021 1/21/2022 EACH OCCURRENCE s 5,000,000 D EXCESS LIAB CLAIMS-MADE AGGREGATE S 5,000'000 DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y,N 1/21/2021 1/21/2022 STATUTE ER ANY PROPRIETORPARTNER/EXECUTIVE WCU7919F EL EACH ACCIDENT s 1 00O 000 C OFFICER/MEMBER EXCLUDED? a N/A / / (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ 10,573 DESCRIPTIONif yes describe under OF OPERATIONS below E L DISEASE POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101 Additional Remarks Schedule may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION VILLAGE OF RYE BROOK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 938 KING STREET ACCORDANCE WITH THE POLICY PROVISIONS RYE BROOK NY 10573 AUTHORIZED REPRFASENTATIVI� l; ©1988-2015 ACORD CORPORATION All rights reserved. ACORD25(2016/03) The ACORD name and logo are registered marks of ACORD NW Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name 8 Address of Insured(use street address only) 1b. Business Telephone Number of Insured TOTAL COMFORT INC 203-223-6700 PO BOX 359 7 OHARA RD 1c.NYS Unemployment Insurance Employer Registration Number of MILTON NY 12547 Insured Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e,a Wrap-Up Policy) Number 141829022 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NATIONAL GRANGE VILLAGE OF RYE BROOK 938 KING ST RYE BROOK NY 10573 Policy Number of Entity Listed in Box"1a" WCU7919F 3c.Policy effective period 01/21/2021 to 01/21/2022 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) X❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box '3"insures the business referenced above in box"1a"for workers' compensation under the New York State Workers' Compensation Law. (To use this form,New York(NY)must be listed under Item.3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder In box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the Insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? AYES []NO 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 carver) Approved by: (Signature) (Date) Title: PRESIDENT 1/21/2021 Telephone Number of authorized representative or licensed agent of insurance carrier. 845-895-8873 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-15) www.wcb.ny.gov KIN FIEL EVELOPMENT LTE 00 011 INTERNATIONAL DRIVE RYE BROOK, NEW YORK SIC RYE BROOK PARTNERS, LLC 5 International Drive, Suite 114 Rye Brook, NY 10573 NYS Uniform Fire Prevention & Uniform Building Code: - 2015 International Building Code, 3rd printing 2015 International Residential Code, 2nd printing 2015 International Fire Code, 3rd printing ASuBUILT/FINAL SURVEY 2015 International Energy Conservation Code, 2nd printing REQUIRED PRIOR TO 2015 International Plumbing Code, 3rd printing FINAL INSPECTION 2015 International Mechanical Code, 3rd printing ILE 2015 International Fuel Gas Code, 3rd printing 2014 National Electrical Code 2016 Uniform Code Supplement D _ FINISHED BASEMENT NOT 2016 Energy Conservation Code Supplement APPROVED FOR USE AS A 2009 ICC 117.1 Accessible & Usable Buildingand Facilities i SEPARATE APARTMENT OR Eff DWELLING UNIT Project Criteria: IS JASMINE LANE Use Group: R-3 Construction Type: 513 THIS BUILDING MUST BE POSTED WITH A PERMANENT CONSTRUCTION Area: 4,726 sq.ft. TYPE IDENTIFICATION SIGN; Volume: 43,397 cu.ft. FILE COPY ( V FR PRIOR TO THE ISSUANCE OF A CIO, AS REQUIRED BY NY STATE LAW. 7 Thurston Avenue Structural Consultant PERMIT Newport, RI 02840 Camera/O'neill Engineers SBL# L Zi't Z 117 Black Point Lane - y 5' L 6 CordtsenDesign.com Portsmouth, RI 02871 J UN 1 g 401.619.4689 DATE MPRO 0 one MEP&P ConsultantREA ~ 19 r� ^� R.W. Sullivan Engineering 529 Main Street#203 BUILDING INSPECh)". tag FyErool�, Y C 0 R D T S E N Boston, MA 02129 FEB 2 6 1 DESIGN VlL ARCHITECTURE LACE® 130 DI F RYE �� DES ��oK ARTME FL 313 17 G 312.42, G FLI 307 67 G 306.92 311.25 G 311.83 O CI O O FLI 297.17 FLI 301.67 G 300.92 G 305.75 G 306 33 G FL 1 294 67 G 296 42 G 300.33 A FLI 292.67 G'�'9333 G 299 75 58 5' �„ �� C2 SiGN4GE FL1291.67 W/O A<I- SALES)FF'CE t W/O G 291.92 X2-SALES°ARK NG G 290.92 O O °° C 1 2 ,7 9 X3-SALES°ARKING-• O D R O A 15 CLUSTER w C2 <.-SALES°ARK NG.- ntl X5-SALES 04RK NG r O BR x ��enc z z W » E X6-DO NOT ENTER CLUSTER Grp`n\�n H U y o °u,v X7-DO NOT ENTEP DL BR 7 CLUSTER ~46~ < LM 3 NEYSUCKLE LANE cWu .4< �0� oo po CLUSTER Z r YL O - a 4) O c 19 U = •c m o CLUSTER AA N FLI 313.17 CLUSTER BB A 17 7 D G 312.42 L I� U �Z o �- cc U CLUSTER CC O FL1 305 67 Z Q gate'o be 15 B L G 304.92 ocked at a ho+nh V.lent c n times 15 Z L 31 FL 1 312.17 D FLi 294 67 M A O 3 G 311.42 �( n gate ) 79 G 293 33 O BR D 3 Y R O C.yCSo��n 2 C N BL Fi 567 �� �►�a 0 OA 70 3 .92 i j O G 305 92 0 n °D t FLI��O367 BR 3 C2 U N ZL - FLI 311 17 G 292 92 Ir °� rn Z R �8 G 310 42 O 4p C 1 p n FLl Sob 67 YA 9 N C2 G 294 33 305 92 O _ A G 305 92un GmYL27FL1310.17 FLlW/O94 67 O N FLI 295 67 1 306.67 A 8 N r C 1 G 305 92 ,M G 309.42 G 293 92 �. A G 29d 33 305 9_ O Z I O 5 Z R _o n Z � C2 m �,��,nGnk fence c m Z 305.91 A Z C 1 G 294 92 �. �a FG 308LI 94? vi FLI o°' DR 6 pO i O Q G 304 4^_ gate YRO o G 294.92 O m o C 2 f� `n 4 note. w 0 F FLI 305 17 maintain entire le gth of 9 O C l n AO cy- G 304 42 n`erno'or a dr FL 1 296.17 r" N B L O n r *,ran dir`3.iebr .l -+ 304.92 � c o W/O B L 4 � N t'n e ,e O 70 m ,� �-A o` Z G 295 42 0 A 700 70 i G 303 83 e p• e+ll 1305.E7 O p 70 C l O �1O +� ��� Q � � ,l 'e �O .Le O` J n 304 3 NO TRESPASS NG e�^` 0 , CL 0 0 signs on all gates e� 0 ��`o CV m 88 G 297 4: © ((, o` :"N, o` N - LU p 4 6 C `\ FLI �O7 e: DR C2 C2 © c e FF 306 50 ypG ey\ae `�JC' FOR DIAGRAMMATIC PURPOSES �- O ,� .^y ONLY REFER TO CIVIL } G 296 92 FL 1 298.17 oarktng < o° DRAW NGS FOR ALL RELATED J - 0 n O G 297.42 Cr SITE W RK Q GA 611 .irec•lona U -Onst -ian LEGEND F L 1 298.17 BL G 297.42 G �, o A- A N 0 W/O O 0 G u+ C 1 O O BL •P 0 BR-"ElRIGHT"UNIT U } i FL 303 6/ O BL-"B LEFT"UNIT LU } G 297.42 I G 2.92 s CI- "C"UNIT.MASTER UP 1- 0 C2-"C"UNIT.MASTER DOWN Z Z LL_ 4 = os DR-"D RIGHT"UNIT U L G 296.42 O �ti DL-"D LEFT"UNIT CL O -3 o. C' F FF 302.50 G 302 42 YR-"Y RIGHT"UNIT F � w DR 8 L C <<(r YL-"Y LEFT"UNIT U Q Q FLI?98.- �� IO O lFp O ZR-"Z RIGHT"UNIT LU U Q W/O C2 FLI 297 17 0 CO O FLI 30.42 ^� ZL-"Z LEFT"UNIT 0 N G 297.42 O G 296 42 > 301.42 A -.too cr: CI G 302.42 0\`��. VV70-WALKOUT A O O CI OI6 G 295 83 FL'302 C2 -ston ar- flag man- A G 302 42 GLr �� G 300 83 9 G 296.4_ 1qo �� C l O O Q Fti C 5 C l FLI 302 67 A y i 8 ��. 1/& G 301.92 C(G F y O FLI 297 17 O G 293 42 Jl� (,9 W/O 'L O - t p yr C 1 ti z G"958 C2 FLI 29417 O B - �- C2 G 293 42 © A BL O y O G 302 42 C((, G 300.92 W F O G 295 83 sl A G 292 83 O C 2 4 _ O � }, 0 FLI 303.17 ? O ^ O G 302.42 C I FLI 301 67 1.L <G,r� C 1 O ^ce O O G 300.92 - 0 F'P I e` 1 o'n50' �� \\,` G 302.42 ('sr�� W I A = ^^`` ants-racking Cl O c `- W Z G 289.42 pad O "� - /^�,, O J G 301.92 A F� O x U W ,[ FLI 290.17 post$�oN ° C 1 I 0 W/O C G 289 83 f ence FLI302.67'O FLI 291.17 G 301.33 � 8 0 G 289 42 O C 2 / = v! _� G 288.83 O A G_'89 83 O m gate for constr•_ctlon C I G 298.42 = '- ^1 FLI 288.67 O entrance ex t to be 15 O G 289.83 O W/O unlocked&open durng C 1 construction activity only. A FLI 291 67 _ V G 287.92 C2 Y f� 22 FLI 299.17 G90 9 O at all other times this gate C O O G 298 42 must be closed&locked Y c�GsrF�, O DL �-� B L G 291 83 � G 297 83 FL;293:7 CIOO G 291 83 G PP G 292.42 F 294.67 t G�JS � �J5~��P C2 76blacRtos,� C��S C� O G 293.92 x OTR A G 289 42 P p 7 7 A C O blocktoo� O G 297 83 00/ O MROs BR C2 FLI 17 F / cf SST 7 G W//O FL1 299.17 GG C 1 I G 289 42 C/USTFR N F CG L G 297 83 = 0 ti G A G 288.83 C 1 CLUSTER EE O� �� G 298.42 ' DR O '`� M �``'STFRNN CIO OC2 6 CLUSTER FF h 7 x O FL•288 67 G 290.33 CLUSTER DID O C 1 Z - W/O FLI 291 67 I O FL 29967 G 287 92 W/O O B R 4 G 298 4. O G 298.92 G 290 92 `. G 290 92 A 4 A DR O DL BR FL1299.17 FLI 293 67 W/O O Z Y W/o O G 298.42 O C2 G 292 92 FLI 294.67 O W/O FLI 295 67 G 298 42 G 293 92 W/O G 294.92 J FOOTING 5GHEDULE 01 ��-O° FOOTING *0�0_0 CAMERA-O'NEILL D TA6 FOOTING 51ZE REINFORCIN6CONSULTING ENGINEERS Structural Eng neenng Oesign 15'-10' 15'-!O° F3 3'-0'x3'-0'xl2"THICK 4)#4 E.W.BOT. F4 4'-0°x4'-ON12"THICK (5)a5 E.W.W Portsr outs Rlo=u�e I'-4• I'-4' I'-4" 8' Camera/O'Neill LOPALL DIMENSIONS,ELEVATIONS,5HELVES,BEAM POCKETS, 401•982983 Cuns�lt�ny E�q��rers GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTING,SLABS, AND ALL OTHER TEMS SHALL BE FULLY COORDINATED WITH PROVIDE d INSTALL SIMPSON 4 CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ABUbb STANDOFF BASE t 13'-2" " dl'`�I 10°DIA.REINFORCED 3'-2° 3'-2' ALL OTHER TRADES'DRAWING PRIOR TO CONSTRUCTION I L. . (, Y FASTEN TO GONG.W/%.*VIA. c�pNOn�PIER,NP A?' V EPDXIED THREADED ANCHORCONC.FT6.REINF. (B.OF.MIN.3'-b' �+ i t� ROD(b'EMBED) % - - BELOW GRADE) - -I/#4 BARS o 12' _ t M, p O O O.G.E.W.,BOT. O7 m E° �•t u' Go W oa c 0'40 ._.��/. m Q W CD O t O o O ~ �a c� 324'-T' CHORD.W/ARCH1_ PERMIT SET "Z v o< a FASTEN FIRST WALL FASTEN FIRST WALL STUD TO CONC.FOR 9 STUD TO CONC.FDN. WALL W/HILTI TYPE X-U r�0 1 WALL W/HILTI TYPE X-U POWDER ACTUATED PONDER ACTUATED FASTENERS AT Ib"O.G. FASTENERS AT Ib"O.G. 5TA66ERED [)3.O.F.-14'-O"] [B.O.F.-14'-O"] 5TA66ERED T.O.SHELF T.O.SHELF T.O.10'-2'] U_ Q T.O.WALL l (-10'-2°] �I N 3 F- a POOR 50.1 T.O.STEM- 4 ]EM tTi p O [-10'-2"] 51M (-9'-6"] T.O.WALL O ki O -T.O.WALL [-5'-10"] O v [-5'-101LLz v O O ,ri m T.O.WALL STEPS PROVIDE(4)FULL u T.O.WA%LL STEPS WK HE1644T a5 VERT.BARS AT WALL STEP FTC.STEPS- PROVIDE 1 4)FULL FT6.STEPS Z HE16HT#5 VERT BARS O AT WALL STEP N J w T.O.WALL 5 4i WALL q o [-O'-5V4°] �F(ca( F4 5W] o o f , z� TYP OZ U. 3 O �Z� CN de ^O1 _N [ N Q w SY O LU ^^� z �= CL 5 m O F- i PROV IDE a NSTALL 2"GAP AND Z BA=$PLATES AT ALL W% 10 WALL OL' N5 TYP BASE PLATES WALL Z IL. SHA L BE SUBMITTED W/STEEL001 0 O 5 Sq DRAW NG I'-10'FT6. �*c 'FT6.F( JU� — N Q SrFg w U Q f� to O T.O.SLAB O IF L.VL.BEAMS OR FLUSH ELEV. Q BOTTOM CHORD BEARING N _O TRUSSES ARE PROVIDED: PROVIDE A INSTALL BEAM SLAB SLAB DETAIL POCKET AND P.T.BEARING SO.I PLATE AS REQUIRED TO its 3 � ACCOMMODATE BEAM. � e; PROTECT UNTREATED LUMBER j WITH BUILDIN6 FELT 4"NORMAL WT.GONG SLAB-ON-GRADE -12"THICK GONG.FT. 1 SEE DETAIL T WALL �� REINF.W/#4 BARS a ♦_ -T.D.WALL 5 -f a BEAM POCKET F3 a BEAM P KET 12"O.G.E.W.BOT. �3' ,[ �ccCC144%41O( I - 4a' � � � L SIM FIN 3-45 1 t�BELOW MGRADE] & IF L.Vl.BEAMS OR FLUSH O BOTTOM CHORD BEARIN6 50.1 TRUSSES ARE PROVIDED. in PROVIDE d NSTALL BEAM (B.O.F-10'-10'1 POCKET AND P.T.BEARING PLATE b"WALL AS REQUIRED TO ACCOMMODATE in W % .•. BEAM.PROTECT UNTREATED in _ - -- - - LUMBER WITH BUILDING FELT T.O WALL Z e n l [GOORD.Wl IF L.V.L.BEAMS OR FLUSH ,-, � T.O.WALL ARGHL] w Q '\-IN THE EVENT OF SEPARATE BOTTOM CHORD BEARING a BEAM POCKET R. TRUSSES ARE PROVIDED: POURS,PROVIDE d INSTALL PROVIDE d INSTALL BEAM O (-1-a°] PROVIDE CONT.#4 BARO i #5 x 30°LONG DOWELS® POCKET AND P.T.BEARiN6 CENTERED AT TOP OF PLATE � T.O.WALL L O� � � � 12'D.G.VERT.DRILLED I AS REQUIRED TO ACCOMMODATE O a BEAM POCKET AND GONTINUOUr BE'�E 2x3 EPDXIED INTO FDN.W/b' BEAM.PROTECT UNTREATED .+ SHEAR KEY AT WALL BA mco EMBED. LUMBER WITH BUILDIN6 FELT 5 [-1-bVa] •- I SLAB DETAIL Q 50.1 _ T.O.WALL z t 51 M 3 [-O'-5►,J 50.1 Q 10"WALL L 4'NORMAL WT.GONG, O I-10 m SLAB-ON-GRADE. 0 FT6. Q O � O 5EE DETAIL F cv PROVIDE a4x4b" T.O.SLAB �Q ELEV.-1'-0-a GARAGE DOORS 0 DIA60NAL REBAR AT _ 8'WALL RE-ENTRANT SLAB ° IN THE EVENT OF SEPARATE CORNERS. N c I'-&"FT6. POURS,PROVIDE t INSTALL 05 x 30"LONG DOWELS 6 12'O.G. VERT.DRILLED f EPDXIED INTO [B.O.F.-10'-101 FDN.W/6'EMBED. 8 7 o 50.i T.O.WALL T.O.WALL LL a DOOR [-0'�►4) - -----——-- — -- -- —----——-- °+ 1z o 09.0.F.-4'-6"1 ^ T.O.WALL [-I'4'] -- 4 50.1 PROVIDE(4)04 VERT. (EtAF.-4'-b'] BARS AT PIER FOUNDATION PLAN NOTES: 1, t16'-3" l'-0I5 b T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0" tl'-105' IL COORD.W/ARGH'L tl'-10° 50.1 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS, 10 UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL OTHER a ��O 1 ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL, c 19'-IUS' b'-0' II'-Cv5' MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN65 PRIOR TO CONSTRUCTION. 3. "LALLY COLUMN"-ALL LALLY GOLUMN5 SHALL BE FILLED SOLID FOUNDATION PLAN-WALK OUT BASEMENT WITH CONCRETE.PROVIDE V THICK"5PRIN6FIELD"GAP AND BASE a B PLATE5 AT ALL LALLY COLUMNS. SCALE:I/4'=1.-O' 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION d p SPECIFICATIONS 0 +294.17 3?'-O ------------------- -------------- JLJ ��LJ LJL r-------------------- ------------------------------------� 71 I I I I I I I I I I I I I I I I I 1 Z Z W ,L ,. I I I W u1 ccx N—M Q c. e I 0 W U _ 1 I CK W 0 O O i I O I I 0 a ;~ 1 I V _ 1 VC. - I I I I Q 1 I I I 1 1 1 I I I I I T I ® I I q 9 I I O O I I 1 I 1 I I I 1 I I ! I I Z I I O I I N I I I I LLJ I I I I I I I I I I I I -------- N I 10-4 +293 92 I i i i t) +294 17 I I Z - I L-------------------------J O I I I Q } ----------------------- ------ n r� �� L-------------J J C UNIT TYPE'D2 RIGHT' 084 UNIT TYPE"D2 RIGHT" 084 O NOTE NOTE i SEE M."=1'-0"SCALE DING's ON"D2 RIGHT SEE%"=I'-0"SCALE D'NG's ON"D2 RIGHT' 1 z SET FOR ADDITIONAL INFO. SET FOR ADDI i IONAL INFO LL N ly O Q LJ_ n FIRST FLOOR PLAN n ROOF PLAN CL SCALE 1/8"=1'-0" 4 SCALE I/8"=I'-0" tY U - -------------------A- i- ---------------- Q w U d I I I I I I ' 3l-O' -— I 3-i'-0 _ If JLJ LJLJ L J L ----------------- ---------------------------- I I I i I I 0 r _ I OQ O1 r I 1 I S I I I I I I I j I I I I LU I I I I I I I 1 1 x I r 1 I I I I I I F Q O I I - I I i 1 O I 1 I � L I f j I 1 I I I W co I \i/ I 1 1 I 1 I 1 I f I 1 I I I I I I - 1 I I ------t I I I I 1 I I 1 1 - I -------- ----r-- -------- LJ I i J �` I I I I I 1 �`I I 1 1 ____� li♦I le------- ***4 1 I I I I I I I I I I I I I i I I I I I 1 I I I I I I I - I I I I I 1 I I 1 - I I I I 1 • L---------- ----- ----- -----------El I I I I 1 1 I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I --------------J I I I I 1 x O I -------------------- I I I I O I I _ _J I �--------------------------J I _1 -----------------� I� I L--------- I ------� N ' L------- I fV r� r� 1 LJ L---------- ----� UNIT TYPE'D2 RIGHT' 084 UNIT TYPE-D2 RIGHT- 084 NOTE NOTE SEE P_"=1'-0"SCALE DWG's ON"D2 RIGHT SEE P."=1'-0"SCALE DING's ON"D2 RIGHT Y SET FOR A0DITIONA1 INFO. SET FOR ADDITIONAL'NFO. BASEMENT FLOOR PLAN 3 SECOND FLOOR PLAN Y SCALE I.8"=I'-0" SCALE 1/8'=1'-0" Z Z W n,o EP W U1ad CO -%O —' >0 P ~ ~ Q K O C W U _ C W O- p o o Z O C v 3 a N U x ro a U _ - oa C. cw a --------- --------- ao ------------ tp ----Ll 11111111 -1-t--TT -1 lel lI .9 e 2 TOSUBFLOOR --- T 0 SUBFLOOR ----------------------------------— ------ ---—---------- -------—— --- -----—------- ----- Z 1 vi Z jh TO SUBFLOOR TO SU 1111M�Q ------1I-1I I--I I I-- --------- --------- I -----L :—]—a ;IL rt-r , 11 11 11 .11 II II II II � ---------------------- ------- It L-------------------------II 1 II II 1 1 ii------------ --------------JL-J I �r-rrTl-n I I I I I I f1 I I S TO SLAB -—-—-—-—-—-—-—-—-—-—-—-—-—-— II 11 TO AB — --------------——---------- II —— ��------,1�--——— S --1,--------------------- O r L----------- ti r------------------------------------------� ^' IRV L_--___-_-- -_--J I --------------------------------J Z N UNIT TYPE"D2 RIGHT" 084 r L------- ; UNIT TYPE"D2 RIGHT' 084 O O L_J L----------- _ 1 NOTE NOTE Q -+- SEE/4'=1'-0"SCALE DWG s IN'D2 PIGHI- SEE/ -t� SCALE DWG s°?N"D2 RIGHT > O SE i=0R ADDITIONAL tNF SE-=)P-IDDI T IONAL INNFO, LLI I ui n FRONT ELEVATION LEFT ELEVATION O z SCALE 1/8"=1'-0" �T— SCALE 1/8"=1'-0" — N z w Q O F— 1= X w w w U J Q w U Q 0 In 0 37-O 64-0' z_ ol O o � 7 2 T 0 SUBFLOOR —— —----� T 0 SUBFLOOR > j ' _ Ej F— O o C/) O i ,T. . 1 I o ® O co.--- ---, 4- I ::D � �-T 0 SUBFLOOR T O SUBFLOOR ------ I ---1 --------------- 1 --- I--1 1- I-------- ----------------- •---��---� rTl-n-trlr�-n ' ` I I 11 II II II 11 V Rim o I I 11 11 II II 11 o I I I II 11 II •— ..L 1 II + I I 1 II II � I I n-rr�rii I I II S TO SLAB ii ii T O SLAB 1 1 ----— -- -- --— ---— -------- — _—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_— _ ---- - ---- 11 li III L------------------------------------------------------------------------� J I ' U ------------------f U ------------------)U l 1 UNIT TYPE"D2 RIGHT' 084 i --------j�, --- ------------------L--- ------------------L---J ------------J L_J UNIT TYPE W RIGHT° 084 NOTE: SEE%'=1'-0"SCALE DWG's ON"D2 RIGHT" SET FOP ADDITIONAL INFO. NOTE SEE A= -0"SCALE DWG s ON"D2 RIGHT" SET FOR ADDITIONAL'NF RIGHT E L E V AT I O N 4 SCALE I/8"=I'-0" 2 REAR ELEVATION SCALE 1/8"=1'-0" KIN FIEL EVELOPMENT DRAWING LIST A0.0 SPECIFICATIONS CL TE 09 9V A0.1 ARCHITECTURAL SITE PLAN A1.0 FLOOR PLANS NIT 2woHT5 18 J MINE L NE R1 A1.1 FLOOR PLANS A1.2 ROOF PLAN 9025mi W1 m62 A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS INTERNATIONAL DRIVE A3.o BUILDING SECTIONS RYE BROOK, NEW YORK A3.1 WALL SECTIONS & DETAILS A3.2 WALL SECTIONS & DETAILS SC RYE BROOK PARTNERS, LLC Sono FOUNDATION PLAN 5 International Drive, Suite 114 soul DETAILS Rye Brook, NY 10573 S0.2 GENERAL NOTES s1.o FIRST FLO OR OOR FRAMING Sl A DETAILS NYS Uniform Fire Prevention & Uniform Building Code: S2.0 SECOND FLOOR/ ROOF FRAMING 2015 International Building Code, 3rd printing 53.0 SHEARWALL PLANS 2015 International Residential Code, 2nd printing 2015 International Fire Code, 3rd printing Homo HVAC LEGEND, GENERAL NOTES & DETAILS 2015 International Energy Conservation Code, 2nd printing H0.1 HVAC DETAILS 2015 International Plumbing Code, 3rd printing H0.2 HVAC SPECIFICATIONS 2015 International Mechanical Code, 3rd printing H1.0 HVAC BASEMENT FLOOR PLANS 2015 International Fuel Gas Code, 3rd printing HI A HVAC FIRST & SECOND FLOOR PLANS 2014 National Electrical Code H 1.2 HVAC ROOF PLAN 2016 Uniform Code Supplement 2016 Energy Conservation Code Supplement E-0 ELECTRICAL LEGEND, NOTES, SCHEDULES, DIAGRAM 2009 ICC 117.1 Accessible & Usable Building and Facilities E-1 ELECTRICAL BASEMENT FLOOR PLANS E-2 ELECTRICAL FIRST & SECOND FLOOR PLANS Project Criteria: Use Group: R-3 P-0 PLUMBING LEGEND, NOTES, SCHEDULES, DETAILS Construction Type: 5B P-1 PLUMBING BASEMENT FLOOR PLANS Area: 4,726 sq.ft P-2 PLUMBING FIRST & SECOND FLOOR PLANS Volume: 43,397 cu.ft. P-3 PLUMBING ROOF PLAN M-0 HVAC MECHANICAL, NOTES, SCHEDULES M-1 HVAC BASEMENT FLOOR PLANS Structural Consultant M-2 HVAC FIRST & SECOND FLOOR PLANS Camera/O neill Engineers CO 7 Thurston Avenue 117 Black Point Lane M-3 HVAC MECHANICAL ROOF PLAN Newport, R 102840 Portsmouth, RI 02871 CordtsenDesign.com 401.619.4689 MEP&P Consultant James A. Koppenhaver 304 Logan Avenue Wyomissing, PA 09610 C 0 R D T S E N DESIGN ARCHITECTURE GENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEALING GUIDELINES CONTINUED) I AL CODES HAVING JURISD CT ON SHALL BE OBSERVED STR CTLY IN THE CONSTRUCT ON OF THE PROJECT FURN SH AND INSTALL REINFORCED CONCETE AND PERFORM WORK IN ACCORDANCE WITH'HE CURRENT ACI BUILDING PAPER•ASPHALT SATURATED FELT,ASTM D-226.TYPE I.15#OR TYVEK HOUSEWRAP MANUF BY z*swzNG/OUTSW/NCJGLIDWGGL9SSDOORS: %'PANELS WI-H CLEAR Ya'NSU ATED ARGON FILLED,_OW-" SHOWER­EAD TO TILE OR SHOWER SURROUND INCLU O NG ALL APPLICABLE STATE,C TY AND COMITY BUILDING.ZONING,ELECTRICAL.,MECHANICAL,PLUMB NG 318,AND CRSI'MANUAL OF STANDARD PRACTICE AND ASTM C-94.(SEE STRUCTURAL DRAWINGS FOR MORE OU PON,ON ROOF AND WALL SHEAT ING.AL NSTALLAT ON OF BU LDING PAPER TO BE LAYED SUCH THAT AL TEMPERED GLASS. NCLUDE MANUFACTURERS STANDARD SCREEN DOOR. F UNITS SHOW MUNT NS ON EXTER OR CLOTHES WASHER VALVE/DRAIN BOX&CLOTHES DRYER EXHAUST BOX SEALED TO GWB AND FIRE CODES.CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF INFORMATION&THEY SHALL OVERRIDE ANY DLPL CATE INFORMATION PROVIDED ON ARCH TECTURAL LAPS SHED WA"ER,WITH PROPER OVERLAPS.ALWAYS WORK FROM LOW POINT TO HIGH PO NT. ELEVA-DNS,PROVIDE MUN-IN BARS THAT ARE ADHERED TO IN-ERIOR&cX'ER OR SIDE OF GLASS,ALIGN NG BITUMINOUSMEMBRANE.GRACE,CE&WATER SHIELD.SELF-ADHERED,RUBBER ZED ASPHALT SHEET STILT V CABINETS TO GWB CON6TRUC-ON AND BRING ANY DISCREPANCIES BETWEEN CODE REQU REMENTS AND THE CONSTRUC'ON DRAWINGS). UNDERlAYN1ENT SEE ROOFING SPEC FOR MORE NFORMATION DIRECTLY OVER AN NTERNAL SPACER BETWEEN THE TWO PANES OF GLASS 36'AUNT N W DTH TYP CAL.UNL-SS STAIRWAYS N CONTACT WITH EXT.WALL SEALED AT GWB DOCUMENTS TO THE ATTENTION OF THE ARCHITECT SUBM T COPIES OF NSPECTION REPORTS,NOTICES,ETC. UNDER ATBD T SEER LUMBERPEC COMPLY WITH THE INSTRUCTION AND RECOMMENDAT ONS OF THE OTHERWISE NOTED.PA NT WOOD MUNT NS USED ON INTERIOR,EXTRUDED ALUMINUM USED ON EXTER DR.USE F REPLACE BOX TO GWB '0 OWNER AND ARC iTECT. 2 PROV DE CONCRETE RE NFORCING BARS AS SHOWN ON STRUCTURAL-DRAWINGS. MANUFACTURER AND WITH NFORMATION CONTAINED IN THE CONSTRUCT ON DOCUMENTS.THE DESIGN AND PATTERN AS INDICATED ON-HE EXTERIOR ELEVATIONS. COMBUST ON AIR SUPPLY DUCTS AND P PIES-0 GWB 4< FABRICATION OF THE LAM HATED VENEER LLM8ER SHALL BE UNDER THE SUPERV SION OF A PROFESS ONAL ENTRYDOOR:W4'INSULATED FIBERGLASS BY JELDWEN,SEE EXT r-LEVA'DNS FOR STYLE.PROVIDE-cMPERED METAL FLUES TO GWB 2 DETAILS AND SECT DNS ON THE DRAW NGS ARE SHOWN AT SPEC FIC LOCATIONS AND ARE NTENDED TO SHOW 3 PROVISIONS MIST BE TAKEN TO PROTECT ALL CONCRETE WORK FROM FROST DAMAGE WITH SPECIAL ENG NEER AND N ACCORDANCE WITH THE NAT ONAL RESEARCH BOARD(NRB)ALL BUIL--UP LVL BEAMS TO BE SIDEL TES AS SHOWN ON THE DRAWINGS.MEET THE FOLLOW NG REQU REMENTS:AIR INFILTRATION:ASTM E283. WATER RESISTANCE ASTM E33,ACOUSTICAL PERFORMANCE ASTM E413-70T-STC 28,THERMAL TRANSMISS ON 4 AND�D BATH EXHAUST FAN HOUSING TO GWB GENERAL REQUIREMENTS THROUGHOUT DETAILS NOTED'TYP CAL'IMPLY AL CONDIT ONS TREAT D ATTENTION PAID TO FOOT NGS AND OTHER ON-GRADE CONSTRUCTION PRIOR TO BACKFILLINIG AND ENCLOS NG FRAMED USING HEAVY DUTY(3 GA)SIMPSCN CONNECTORS.DOUGlAS FIR VENEER LAYERS OFXo T0�'THICK, R-5.49(CALCULATED). =LECTR CAL BOXES&CABLE/PHONE BOXES TO GWB SIMILARLY.MOO FICATIONS TO BE MADE BY CONTRACTOR TO ACCOMMODATE MINOR vARIAT ONS THE BUILD NG ADHERED CONTINUOUSLY WATERPROOF ADHES VE,ASTM D-2559-76.FB-2800 PSI,E-2.000.000 PS.S-AMPED W T GRADE,MANUFAC-LRER,AND NR6 ACCEPTANCE.CONNECTORS TO BE ASTM A-36,PRIMED,GALVAN ZED ASTM A-23, WRIMOW,•MANUFACTUFE R MARV N INTEGRITY WOOD-ULTREX,SHALL HAVE NTERIOR FACTORY-MIMED WOOD WITH (P OR COATED W TH Z NC R CH PA NT AS NOTED N CONTRACT DRAWINGS KEEP DRY AND HANDLE WITH CARE TO FIELD-APPLIED PA N",INISH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PA N FINISH PROV DE AND INSTAL 12 AIR SEAL NG MATERIALS-USE A COMBINATION OF THE FOLLOWING 3 -HE CONTRACT DOCUMENTS ARE INTENDED TO PROV DE THE BASIS=OR PROPER COMB-ETION OF THE WORK /. ALL FOO_NGS SHAL.BEAR ON UNDS'URBED DRY SO L BEARING CAPACI Y OF 4000 PSI FOR FOOTINGS& PREVENT DAMAGE TO BEAMS COORDINATE W TH STRUCT DWG S GRACE-VYCOR PLLS',OR EQUAL,A MEADS,,IAMBS AND SIL._.PANS OF ALL EXTERIOR W NDOWS APPLY DIRECTLY 0 CAULK SEALS GAPS LESS THAN/2 W DE SU TABLE FOR THE INTENDED USE OF THE OWNI R.ANYTHING NOT EXPRESSLY SET-ORTH.BUT WH CH S FOUNDATION WALLS 3000 PS FOR SLABS. PARALL4MPARALLEL STRAND LUMBER(PSL):COMPLY WITH THE INSTRUCTION AND RECOMMENDAT ONS OF THE SHEATHING,OR OR TO INSTALLING WINDOW.PROVIDE&INSTALL CORROS ON RESISTANT HARDWARE SUITABLE FOR SPRAY-OAM-FIL S LARGE GAPS AND SMALL HOLES Z=u+ a)o o, REASONAB Y MPLIE!;OR NECESSARY rOR PROPER PERFORMANCE OF THE PRCJcC-.SHAL BE NCLUAF�. MANUFACTURER AND WITH NFORMATION CONTAINED IN THE CONSTRUC-ON DOCUMENTS. THE DESIGN AND COASTAL ENVIRONMENT,SALT WATER SPRAY,COLOR WHITE.VERIFY WITH OWNER/ARCHITECT FOR SELECTION& BACKER ROD-C OSED CEL FOAM OR ROPE CAULK PRESSED NTO GAPS UA U'°L D my o�° 5. COORDINATE UNDER-SLAB AND THROUGH-WALL PLUMBING,DRAINAGE AND OTHER RELATED WORK FABRICATION OF THE PSL SHALL 3E AS MANUFACTURED BY WEYERHAEISER ILEVE_.MODULUS OF ELASTICITY rOR FINISH OF HARDWARE&W`,DOW ALUM NUM PAINT COLOR PRIOR TO ORDERING UNITS TO HAVE CLEAR NSULATED GASKETS �;,,� >o c o, BEAMS SHALL BE,0 6.535 PSI,COLUMNS SHALL BE 9 4.880 PSI.Fa BEAMS SHAL..BE 2.900 PSI,COLUMNS 2.400 ¢- m- L. ALL DRAWINGS SI,'ALL BE FULLY COORDINATED 3Y CONTRACTOR TO VERIFY AL_DIMENS DNS,_OCAT E ARGON F LLED,LOW E GLASS.WINDOW MANUFACTURER TO REVIEW DRAWINGS TO DETERMINE AND PROVIDE SAFETY G W U PSLCONNECTORS-0 BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123.OR COATED W TH ZINC R CH PA NT AS NOTED BUILDING WRAP INSTALLED OVER EXT SHEA NG,SEALED WITH TAPE AT JO NTS c ro_ DEPRESSED SLABS,SLOPES.DRAINS,OIfT PUS,RECESSED REGLETS,BOLT SETTINGS SLEEVES,ETC 6. CURE CONCRETE BY KEEPING MOST A MINIMUM OF 72 HOURS. KEEP WHERE REQUIRED BY STATE CODE AL OPERABLE UN TS SHALL HAVE INTEGRAL SCREENS IF JNITS SHOW C�++ o-= p o N CONTRACT DRAW NGS.KE P DRY AND HANDLE WITH CARE TO PREVENT DAMAGE I"0 BEAMS.COORD HATE WITH MUNTINS ON EXTER OR ELEVAT ONUS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR&EXTER OR S DE OF SHEET GOODS-WOOD SHEATHING.GYPSUM WAIL BOARD.RIGID INSULATION,TAPED EDGES C) r- �o c" STRUCT DWG's. SHEET METAL EDGES CAULKED - c a 5. -HE CONTRACTOR SHALL VER FY AND PROTECT ALL SERV CE LINES AND EXISTING SITE AREA FROM FORMS.FORM MATERIALS-0 CONFORM TO AC 347,PS 1-74. PARALLAMPLUSPARALLELS7RANDLUMBIERIPSLPLIJS):COMPLY WITH THE INISTRUC i EON AND GLASS,ALIGNING DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO DANES OF GLASS.e MUNTIN W DTH o01YET YLENE PLATT C-EDGES AND'ENE RATIONS-APED AND SEALED U U -a' P DETERIORATION OR DAMAGE. REINFORGNGBAR&DEFORMED STEEL.ASTM A-6 5,GRADE 60. RECOMMENDATIONS OF THE MANUFACTURER AND W TH INFORMATION CONTAINED N THE CONSTRUCTION TYPICAL.UNLESS OTHERWISE NOTED.PAINT WOOD MUNTINS USED ON NTERIOR,EXTRUDED ALUMINUM USED ON +.� o DOCUMENTS.PLUS PSL FOR USE N WET LOCAT DNS AND S A FACTORY MANt FACTLRED PRESSURE TREATED EXTERIOR,USE PATTERN AS INDICATED ON THE EXTER OR ELEVAT ONS.CONTRACTOR HAS THE OPTION TO HAVE WEATHERSTRIPPING-SEAL MOVEABLE COMPONENTS SUCH AS DOORS.WINDOWS.ETC 4 Im U RE aNT.CBVCMFND WELDED STEEL W RE FABR C.ASTM 4-85 THE WINDOWS DEL VERED WITH HE EX ENS ON JAMBS NOT INSTALLED,TO MAKE T EASIER-0 INSTALL NITER OR MAST C SEALS AIR HANDLERS,DUCT CONNECT DNS AND JOINTS Q PRESERVATIVE PROTECTION PRODUCT.PROV DE PT PSL OF SERVICE LEVEL 3 FOR C GREATER?HAND 28%.THE 6 THE ARCHITEC-ENG NEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, CEMENT PORTLAND C°MEAT,ASTM C 50,TYPE I OR II. DES GN AND"ABRICATION OF-HE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER LU_VEL.CONNECTORS TO CUSTOM SILL APRON AT MUL-IDLE W NDOWS PROV DE SHOP DRAW NGS TO ARC TECT FOR REVIEW. U_8 OR FOIL FACED TAPE-TEMPORAR"SEALS A R HANDLER.DUCTS-NOT ACCEPTABLE ECHNIQUES.OR THE FA_URE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE WATER:CLEAN.POTABLE AND NON-DETRIMENTAL TO CONCRETE. BE ASTM A 36.PRIMED.GALVANIZED ASTM A 123,OR COATED WITH Z NC RICH PAINT AS VOTED N CONTRACT OVERREADDOMb SELECTED BY OWNER.PRIME&PA NT ALL SIDES PROVIDE SHOP DRAW NGS-0 ARCHITECT. DRAWINGS OR THE REQU RED CODES. AGGREGATE:FINE AND COARSE.NORMAL WEIGHT AGGREGATES,ASTM C 33 DRAW NGS.KEEP DRY AND HANDLE WITH CARE-0 PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUCT. FOR REVIEW.GARAGE DOOR OPENER SELECTED BY OWNER. ACOUSTIC SEALING GUIDELINES �G D AD.MTMRFS.AIR$NTRANED TYPE,ASTM C-260 AND WATER REDUCING TYPE A.ASTM C-L9,..ALL CONCRETE DWG'S AIR-BORNE SOUND WAL S,PAR I DNS AND FLOOR/CEILING ASSEM13UES SEPARATING DWELLING UNITS FROM V i� TYPICAL EXTERIOR WALL.2x6 WOOD STUDS 0 16'o.c.,UNLESS OTHERWISE NOTED FINISH CARPENTRY AND MILLWORK EACH C. 7 CONTRACTOR SHALL APPLY FOR,OBTAIN,AND PRY FOR ALL NECESSARY PERM TS REQUIRED TO PERFORM THE EXPOSED TO FEZ NG&THAWING 6%-8%.OTHER CONCRETE:2%-4% EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS(STC)RAT NG OF � WORK.SUBMIT COPIES TO OWNER AND ARC 4 TECT. TYPICAL BVTERIOR WALL:2x4 WOOD STUDS 0 16'0.c.,UNLESS OTHERW SE VOTED FURNISH AND NSTALL THE FOLLOW NG CbNCRE7EM11G CONCRETE READY MIX,ASTM C-94,3000 8 4000 PS COMPRESSIVE A-28 DA`S NE .VOTE:NO NTERIOR FINISH WORK IS TO BE STARTED UNIT L A WA -ER SHELL IS AC EVER. NOT LESS THAN 50((1-5MELD TESTED)FOR AIR-BORNE NOISE. VAPORBARRIER.LOCATE PER DRAWINGS,10 MIL POLYETHYLENE,ASTM D-2103 V0LN7ERIORTRIM:SELECTED 3Y OWNER c t 8. "HE CONTRACTOR SHALL EMPLOY A COMPETENT SUP=RINTENDEN'WHO SHALL BE IN ATTENDANCE AT THE PREFORMEDJOBVTFILLFR.Y2'ASPHALT IMPREGNATED FLEX C=L THERMAL AND MOISTURE PROTECTION CZOISETSHELUNGR BARS.SELECTED BY OWNER. 2 STRUCTURE BORNE NOISE=OOR/C=1L NG ASSEMBL ES SEPARATING DWE ING UNITS FROM EACH OTHER OR t PROJECT SITE DURING PERFORMANCE OF THE WORK.THE CONTRACTOR'S CONSTRUCTION SUPERINTENDENT S DOVET.4IL ANCHOR SLO73`22 GA.GALVAN Z D S-;EL FURNISH AND 14STALL-HE-OLLOWING GLASSSHOWERENCLOSURE&BA77IMMRORS:SELECTED BY OWNS,?. FROM PURL C OR SERV CE AREAS SHALL HAVE AN MPACT NSULAT ON CLASS(IIC)RAT NG OF NOT,ESS THAN 50 tP REQUIRED TO BE ON SITE DUR NG ANY CONSTRUCT ON ACT VITY,INCLUDING WORK BEING DONE BY FLASHRVGREGLM.GALVANIZED STEEL. IfOMWENA BATHCABIVETS/COUNTEIM SELECTED BY OWNER. (L5 FIELD'ESTED)--OR STRUCTURE-BORNE NOSE .9 SUBCONTRACTORS. N ADD TION TO CON-RACT REQUIREMENTS,IT IS THE CONTRACTOR'S RESPONS BILITY TO FOUNDAT70NWALL FBVW.•AS CAST W TH THE FINS REMOVED,HOLES AND HONEYCOMB NG-I-ED&=1U1SH CUT 2. THE FOLLOW NG SPECIFICATION SHALL GOVERN WITH MOD FICATIONS AS SPEC FIED HEREIN-ASHRAE HANDBOOK XITrIIE/V A ALA THPLL,MMNGFL47UPESRAPPIJA/VCFS:SELECTED BY OWNER O SUPERVISE ALL CONSTRUCT ON ACTIN TY AND NSPECT ALL WORK CONSTRUCTED FOR COMPLIANCE W TH THE TIES.RUB WITH CONCRE E BR CK TO SMOOTH PRO..EC ONS AND RO_GH SPOTS OF=JNDA ENTALS. ELECTRIC4L FLCTURES:SELECTED BY OWNER. 3 OPENINGS AND PENETRATIONS IN CONSTRUCTION ASSEMBLIES FOR PIP NG,ELEC-R,CAL DEVICES.RECESSED CONTRACT DOCLIENTS FLOORSL4W0N7EU0R)BVBH.•SMOOTH.STEEL TROWEL=1NISH. INSTALL CONTROL AND EXPANSION JONTS NSTALL FLASHING AND SHEET ME AL N COMP_ANCE W'H ARC41TEC URAL SHEE MEAL MANUAL'BY DOORIMRDWARE:SELECTED BY OWNER. CABINETS.BATHTUBS,SOFFITS OR HEATING.VENT LATING OR EXHAUST DUCTS SHAL BE SEALED, INED AS REQU RED. SMACNA. ,KEDIGNEGIBWET.•MEDICINE CABINET-0 Br LOCATED N EACH BATHROOM(MC). SELECTED BY OWNER INSULATED OR OTHERW SE TREATED-0 MAINTAIN-HE REOU RED STC RAT NG OF THE ASSEMBLY. 9 CONTRACTOR SHALL BR NG ERRORS AND OMISSIONS WH CH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ANCHOR BOLTS:/2 DIA(MIN.)PLACED 4'-0'o.c.(MAX)INTERMEDIA I-SPACING M N MUM(2)BOLTS PER PLATE INTERIOR STAIRS:PROVIDE ALL REQUIRED STRUCTURAL ANALYS S AND DESIGN FOR SELF-SUPPORT NG WOOD ATTENT ON OF THE ARCH TECT IN WRI-NG AND WR T-EN NSTRUCTI DNS SHALL BE OBTA NED BEFORE SECTION,12 M N.FROM PLATE END. 3 GALVANIZED SHEET=LASHING SHAD-CONFORM TO ASTM A 653/A 653M W TH ZINC COATING OF 1 25 OZ PER STAIRS.STA RS S AL BE SELF-SU'PPOR-=D-ROM ONE FLOOR TO I-NEXT. ALL PARTS OF'HH STAIR SELECTED 4.FLOOR ASSEMBLES'HAT ARE CARPETED GENERALL MEET THE"INIMUM IIC REQUIREMENTS FLOOR PROCEEDING W TH THE WORK THE CONTRACTOR W BE HELD RESPONSIB E FOR-HE RESULTS OF ANY SQ.FT AND 20%COPPER BEAR NG.24 GA DESIGNATION G 90,CT DIPPED GALVANIZED,MILL PHOSPHA-ZED. BY OWNER. ASSEMBLIES WITH,iARD SURFACE FIN SHIES SUCH AS TILE,WOOD OR VINYL GENERALLY REQUIRE ADDI-ONAL ERRORS,DISCREPANCIES OR OMISSIONS N-HE CONTRACT DOCUMENTS,OF WH CH THE CONTRACTOR=AILED STRUCTURAL STEEL BLUE .IVETERRACE:EXTERIOR IY2'BLUESTONE,RANDOM,RECTANGULAR SHAPED SLABS AT ALL EXTER OR ACOUSTICAL TREATMENT OR INSULATION-0 MEET THE MINIMUM IIC REQU REMENTS. FURN SH AND INSTALL THE FOLLOW NG.AS NEEDED(SE!:STRUCTURAL DRAW NGS FOR MORE INFORMATION& L NON-REINFORCED-LEX BL.E SLACK ELAS C SHEET---.ASHING 50 0 65 MILS TH CKNESS SHALL COMPLY W TH TERRACES AND LANDINGS,AS SHOWN ON THE SI-E AND/OR-_OOR PLANS&DETAILS.S ONE TO BE SE"IN 0 NOTIFY THE ARCM TECT BEFORE CONSTRIX: ON AND/OR FABR CAT ON OF THE WORK THE FO 1 OW NG-SHORE A HARDNESS:ASTM D 2240,TENSILE STRENGTH-ASTM"12 TEAR RESISTANCE- MORTAR BED ON CURED,SLOPED CONCRETE SLAB VERIFY STONE TYPE AND PATTERN WITH ARCHITECT PRIOR`0 HEY SHALL_OVERRIDE ANY DUPUCA E NFORMA ON PROV DIED ON ARCHITEC URAL DRAWINGS) AS-M D-624 D E C-JLT MATE ELONGATION:ASTM D-412,LOW-EMP BRIT-LENESS ASTM O-L9,OZONE 5 THE FIRST ESSENTIAL FOR AIRBORNE-SOUND ISOLATION USING ANY SYSTEM S TO CLOSE OFF 4 R_BAKE AND/OR � IO. HE CONTRACTOR AND SUBCONTRAC OR SHALL VERIFY ALL DIMENSIONS AND JOB COND IONS AT HE.JOB ORDERING.PROV CONS NTYZ MORTAR�0 NITS COLOR&TEXTURE TO BE APPROVED 3Y ARCHITECT.INSTAL Z AG NG ASTM D-149,HEAT AGING ASTM D-513. CONTROL AND EXPANSION JOINTS AS REW NK RED. FLAW NG PATHS BY WHICH NOISE CAN GO-IiROUGH OR AROUND THE SYS-EM.SMALL CRACKS OR•10LcS WILL_ Q SITE SIFFIC EN TLY IN ADVANCE OF WORK TO BE PERFORMED'0 ASSURE ORDERLY PROGRESS OF Tr+E WORK. S7EELSEAPF�PLAlESANDBARS ASTM 4-992.ASTM A-36 AMERIORDOORAND WI/VDOWCASLNG:CELLULAR PVC,AZEK OR EQUAL.5/4 x6 JAMBS&-LEADS w/)',,'SCO-A INCREASE TTiE SOUND TRANSMISSION AT THE HIG ER FREQUENCIES.-H S CAN HAVE A DE-R MEN-AL EF=EC-ON N RECTANGULARSTEEL TUBE COLUMNS-S RU CTURA_COLD I-ORMED STEEL,ASTM A o00 GRADE B. 5. 6 OZ COLD ROLLED,RED COPPER AT SCUPPERS,RECESSED ROOF PANS INSTAL_RED--OPPER WHERE &5/4 SLOPED CAP 2'A STORIC SILL F ELD CUT TO FI-THE REQUIRED S ZE REFER-0 EX-ER OR ELEVATIONS AND THE OVERALL ACOUSTIC PERFORMANCE AND THE STC VALUE.PARTICULARLY FOR H GHER ACOUSTICALLY RATED J 1. CONTRACTORS SHALL MAINTAIN THE PREM SES CLEAN AND FREE OF ALL-RASH.DEBRIS AND SHALL PROTECT COLD-FORMED METAL FRAMLNG:C-SHAPED STEE_STUDS 8 GA ASTM A-"6. SOLDERED..DINTS&SEAMS ARE REQUIRED.INSTALL RED COPPER FLASH NG A-ALL DR P CAPS,DRIP EDGES A- DE AILS FOR SPECIFIC OCATIONS OF EXTERIOR R M. SYSTEMS FAILURE"0 OBSERVE SPECIAL CONS RUC ON PRECAUTIONS CAN REDUCE -E EFFECTIVENESS OF w AL ADJACENT WORK I-ROM DAMAGE,SO VG,PAINT OVERSPRAY,-TC.AL -IXTJRES.EQUIPMENT,GLAZ NG STEEL PIPE:ASTM A 53 TYPE E OR S,GRADE B. RAKES AND EAVES,STEPPED AT ROOF INTERSECTIONS WITH WALLS,ABOVE EXTER OR RUNNING TR M,HEADS OF SILSC EXTERIOR TRIM.Ix THICK CELLULAR PVC.AZEK OR EQUAL.Ix CELLULAR PVC SHEE WHEN REQUIRED TR M THE PLANNED SOUND CONTROL MET-!ODS FLOORS,ETC.SHALL BE LEFT CLEAN AND READ•FOR OCCUPANCY UPON COMPLET ON OF THE PROJECT ANCHOR BOLTS.ASTM A 307. WINDOWS AND DOOR CAS NGS,SILL PANS UND-R AL_DOORS AND ANY OTHER REQU RE:_OCATIONS AS IS WIDER THAN Yt. 5/4 THICK PVC SHAL BE JSED AT OCAT DNS THA-ARE ADJACENT TO ANY WA L SID NG BOLTS:ASTM A 325,Yi D A REQ.,,RED'O PROVIDE WA-ERT GHT/WEATHERPROOF PERFORMANCE FIELD CUT TO F T REQUIRED SIZE. 6.SYSTEMS SHAD.BE AIRTIGHT.RECESSED WALL-IXTURES SUCH AS MEDICINE CABINETS,OR ELECTRICAL. Q. SHOP DRAWINGS ARE REQUIRED FOR S-RUCTURAL,MECHAN CAL,ELEC-R CAL AND SPECIAL ZED BVSTALLA770N:COMPLY WITH CURRENT A/SC CODES AND SPEC F CAT DNS AND W T--AWS'STRUCTLRAL WELDING VOTE:ALL FLASHINGS SHALL,AY SUCH THAT ALL LAPS SHED WATER,W T-PROPER OVERLAPS ALWAYS EXTERIORRALT"GSANDBALUSTERS.SELECTED 3Y OWNER TELEPHONE,AND TELEVIS ON DEV CES,WIRING,SPRINKLER PIPES,ETC.,WHICH PENETRATE-HE GYPSUM BOAR, CONSTRUCT ON SHOP DRAWINGS SHALL BE SUBM TTED TO THE ARCHITEC-FOR REVIEW FOR CONFCRMANC= CODE.AND CODE OF STANDARD?RACT'Cc. ALL CONINEC IONS SHALL BE DOUBLE SHEAR CONNECTIONS DE A LED N WORK FROM LOW POINT-0 HIGH PONT WATER-T GH-,WEATHERPROOF PERFORMANCE OF FLASH NG AND EXTERIOR PORCHCEILING4/EAVESOFFrlN. x6 BEADBOARD CELLULAR'VC,AZEK OR EQUAL. SHE=T METAL WORK S REQUIRED.W THCUT RELY NG ON SEALANTS EXTERIORCOLI/MNCOVERS:HB&G PERMACAST F BERGLASS FOR LOAD BEARING.HMG PERMAWRAP CELLULAR SHAL-NOT BE LOCATED BACK-TO-BACK OR IN THE SAME STLE)CAVITY.ANY OPENING FOR SUCH FIXTURES AND 0 W T THE DESIGN NTEN OF'�E WORK. IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODOLOGY. ACCORDANCE WITH A SC REQUIREMENTS FOR SIMPLE CONNECTIONS.CONNECTIONS SHALL BE BOLTED OR WELDED. OR PIP NG OUTLE'S SHAL BE CUT TO TH PROPER SIZE AND SEALED.ELECTR CAL DEVICES SHALL BE N 'HE CONTRACTOR$SHA BE BOUND TO PERFORM V STRICT COMP IANC-WITH THE IMAVUFACTURERS WELDINGELEC7RODB£COMPLY WITH AW5 DI I CLASS--70 ELECTRODES PVC-OR NON-LOAD BEAR NG SEE EXT.ELEVATIONS-OR SIZE a STYLE BACKPAINT METAL FLASHINGS WITH BITUM NODS PAINT WHERE EXPECTED TO BE 1,-CNTACT WITH FURN SH AND NSTALL THE FOLLOWING: NSTALLED N FUL_BOXES AND SEALED W Tw A NON-HARDENING SEALANT,SUCH AS 3M BRAND=IRE BARRIER 0 SPECIFICATIONS AND/OR RECOMMENDATIONS. PRDWRPAINT:-NEMEC 99 OR FABRICATOR'S STANDARD RED OX DE. V) CEMENT-OUS MATERIALS OR DHSS M LAIR"E-AILS. GYPSG7NWALL BOARD: MPP-4$MOLDABLE PUTTY OR EOI.AL z CAI GALVANIZING.•ASTM A-23. WATER-RESISTANT:12MPERIAL GYPSUM BOARD BASE ON NTERIOR SURFACES OF AL CEILINGS AND WAL S 13 AL_MANUFACTURERS PRINTED WARNINGS FOR ANDL NG OF PRODUCTS MUST BE STRICTLY OBSERVED.THE GROUT.VON-SHR NK NON METAL_C PREMIXED GROUTING COMPOUND. 6. ALUMINUM GUTTERS AND DOWNSPOUTS PER SMACNA.SEE DRAW NGS=OR_OCATIONS GUT ERS CONT 7 E= RE P Y THE PER METER OF AN ACOUST CAL ASSEMBLY SHALL BE MADE AIRTIGHT TO PREVENT SOUND FIRERAIED7YPE",C":�a GYPSUM BOARD ON WALLS 8 CE L NGS OF GARAGE. O � -F- WORDS'OR EQUAL'ARE TO BE ASSUMED WHENEVER A SPECIE C MANUFACTURER IS NOTED PROP DE EXECG770N:PROVIDE TEMPORARY SHCR NG AND BRACING AS REQU RED.NO BURNING OF HOLES.DO NOT USE 'OGEE STYLE,43',HIGH x 6 WIDE w/BRACKET'ANGERS IB'O.C.DOWNSPOUTS:COAT.2�r'x 4'4 VANEERPIAT ER:ONE COAT VENEER PLASTER ON NTERIOR SURFACES CF ALL CEIL VGS AND WALLS,N TRANSM SS ON THROUGH i E ASSEMBLY AND PREVENT SOUND FLANKING AROUND THE ASSEMBL"AND ROUGh � 0 PRODUCTS OF ACCEPTABLE MANUFACTURERS,WHICH HAVE BEEN IN SATISFACTORY USED V S M LAR SERVICE CUTT NG ORCHES N THE FIELD FOR CORRECTING-ABRICATION ERRORS IN-HE STRUC URAL rRAMING. CONNEC-ED TO PVC DRAINS.REFER TO C VIL DRAWINGS FOR MORE INFO.ON PVC DRA NS. ACCORDANCE WI-H ASTM C-587.C-754.C-8L4 FINISH OF PLASTER ON WALLS AND CEILINGS SHALL BE SMOOTH ASSEMBLY PENETRATIONS FLEXIBLE SEALANT OR AN ACOUSTICAL GASKET SHALL BE USED TO SEAL BETWEEN Q C3 FOR THREE YEARS.USE EXPER ENCED INSTALLERS WITH MIN MUM THREE YEARS INSTALL NG SAID PRODUCT TOUCH-UPPALN'T IMMEDIATELY AFTER ERECTION,CLZAN FIELD WELDS.BOLTED CONNECT DNS AND ABRADED &READY FOR PA VT. THE STC RATED ASSEMBLY AND AL D SSIMI AR SURFACES AND ALSO BETWEEN E ASSEMB Y AND SIM L.AR DEL VER,HANDLE.STORE AND NSTALL MA-ER ALS IN ACCORDANCE W TH MANUFAC-URERS NS-RUCTIONS AREAS OF T,E SHOP PANT.APPLY PAINT TO EXPOSED AREAS W H THE SAME MA TER AL AS USED FOR S OP 7 ROOF SH NGEES SHAL 3E ASPHALT-FIBERGLASS COMPOSITION THREE-AS,CONFORMING TO U CLASS'A' ACCE"RIES:,IBERGLASS MESH JOIN-REINFORCEMEN-,GALVANIZED STEEL CORNER BEADS.VINYL'J SURFACES WHERE PERIMETER RELIEF IS REQU RED.THE SPACING AND NUMBER OF MECHANICAL FASTENERS IS u C/) PAINTING USE GALVANIZING REPAIR PAINT TO CORRECT DAMAGED AREAS OF GALVANIZED MEMBERS AND TO CO.ER F RE RESTS'ANCE,J.L W NO RESISTANCE ASTM D3462&ASTM D3018 TYPE I WITH A M N.30 YEAR MANUF CHANGE_,CASING BEADS,CONTROL JOINTS.ETC.AS NEEDED. ALSO OF GRFAT IMPORTANCE IN ACH=VING A IS-ED STC OR I C RAT NG, LL 0 IL AL_CODES, BADE S ANDARDS AND MANUFAC URERS INS RUC T DNS REFERENCED IN THE CONTACC AND PROTECT FIELD WELDS N GALVANIZED MEMBERS. WARRANTY. COLOR AS SELECTED BY ARCH TECT SHINGLES SHALL BE NSTALLED PER MANUFACTURERS C2AWC=.CERAM C TILE,MARBLE TILE&ACCESSOR ES COMPLYING WITH TILE COUNC L OF NORTH AMERICA r 1 - � NSTRUCTIONS.PR OR TO INS-ALLING SHINGLES.NSTALL GRACE ICE&WA-ER SH ELD OR APPROVED EQUAL, INC.IN COLORS AND PATTERNS SELECTED BY THE OWNER FROM STANDARD COLORS AND PA"-?ERNS OF-HE V " DOCUMENTS SHALL BE'HE LATEST ED TION QUALITYCOA7ROL NSPEC-ON OF FIELD WE..DS S:AL_BE IN ACCORDANCE W-�AWS-STRUCT..RAL WELDING 8 PERIMETER SEALS N WAL ASSEMB ES N ORDER TO BE EFFECTIVE FOR THE IFE OF THE BUILDING,SEALANTS Lu � Q SELF-ADHERED,RUBBERIZED ASPHALT SHEE-UNDERIAYMENT AT ALL RIDGES.EAVES,RAKES.VALLEYS.HIPS, APPROVED MAIUFACTURER MANUFACTURER TO BE AMERICAN GLEAN FOR CERAMIC T t_E AND MARB E TECHNICS O CODE' NSPECTION OF FIELD ASSEMBLED BODED CONNECTIONS SHALL BE IN ACCORDANCE WITH SECTION 6 4 SC ROOF TO-WA INTERSECTIONS,AROUND AL;ROOF PROJECTIONS,AND ENT RE ROOFS THA-ARE FLATTER L D..-OR MARBLE TILE OR EQUAL. NSTALL IN COMPL ANCE WITH PER INEN!RECOMMENDA CNS CONTAINED N MUST BE RES LIEN-AND',ONRiARDEN NG.STANDARD WEATHER CAULK NG S UNSATISFACTORY AS AN Z � a) 15 -HE CONTRACTOR SHA1 MAKE NO STRUCTURAL CHANGES W T-0-7 WRITTEN APPROVAL OF THE ARCHITEC- ROUGH CARPENTRY THAN A 3:2 SLOPE,DIRE"LY 0 ROOF SHEATHING NSTALL'CE&WATER SH ELD-ROM THE EDGE OF THE THE 2008 TILE COUNC L OF AMERICA"HANDBOOK FOR CERAM C TILE NSTALLATION AND MANUFACTURERS ACOUSTICAL SEALANT S VCE T TENDS TO-HARDEN OVER TIME PLACEMENT OF THE SEALANT IS CRIT CAL +-H- O N Z LL_ ENG NEER ROOF TO M NIMUM 24"INSIDE THE EXTERIOR WAL__INE. NSTALL PER MANUF INSTRUC-CNS INSTALLATION NSTRUCTIONS.ALL WALL&CE L NG-,E TO BE INSTALLED ONY2 RE N CEMEN-T OUS BOARD PURPOSE OF THE SEAL S TO PROV DE A RES LIENT CLOSURE BETWEEN ONE S DE OF AN ASSEMBLY AND T E ~ ALL WOODS AND WOOD CONS RUCTION SHAL COMP Y WITH SPECIF CAT ONS AND-ODE MODIFICA 7 IONS AS E OTHER,WHICH REDUCES THE POTENT AL FOR E�UNK NG NO 5E TRANSMISSION. THE PRE=ERRED PROCEDURE IS SPECIFIED HEREIN. HARDWOOD FLOOR:PRE-FINISHED AND NSTAL ED PER MANUFACTURERS INSTRUC'DNS. MA AL!0 9E &G 16 CONTRACTOR SHALL PROV DE,PA"FOR AND MAINTA N,BUT NOT BE_IM TED TO,THE FOL_OW NG SERVICES w to A AMERICAN NSTITUT OF T MBER CONSTRUCTION STANDARDS MANUAL 8 WALL SID NG SHALL 3E HORIZONTAL'HARDIE PLANK LAP SIDING WITH 5v4 ZXPOSURE COLOR AND TYPE SHALL I'xY OR AS SELEC ED BY OWNER TO NSTALL THE GYPSUM WALL BOARD W Tr A MIN MUM/'GAP BETWEEN-HE ADJACENT CE ING GYPSUM PANrt U -i Li DURING CONSTRUCT ON `'OWER.M TERING.--L-PHON'.-AX.CONSTRUCTION EQUIPMENT.DEWAT ER NG AN) B NATIONAL.FORES PRODUCTS ASSOC ATIN NA ONAL DES GN SPBCIFICAT NS'OR WOOD CONS RUC'ON BE SELECTED BY ARCHITECT. NSTAL OVER 5#BUILDING PAPER OR TYVEK O_SEWRAP NSTALL PER VBVYLSHF-ET FLOOk COMPLIES WITH FEDERAL STANDARD-FS L-F-475 TYPE ,GRADE'A TH CKNESS.080 AND ALSO AT TL4E SUBFLOOR.SEALANT SHOULD BE APPL ED TO FIL THE PERIMETER GAP BETWEEN THE `n Q ~ PUMPING,HEAT NG,L GHTING AND ACCESS.'CONTRACTOR SHALL PROVIDE.BUT NO-BE LIM TED TO,THE MANUFACTURERS NSTRUCTIONS. `V U Q c. SOUTHERN P NE IMSPEC-ION BUREAU:STANDARD GRADING RILES FOR SOUTHERN PINE_UMBER SHEET W DTH 6-0' NSTALLED PER MANUFACTURERS NSTRUCTIONS.MATER AL TO BE T&G x2'OR AS SELECTED GYPSUM WALL BOARD AND THE SURROUNDING FLOOR,WALL AND CEIL NG CCMPCNEN S 'CAULK NG SHOULD NOT C) v) 0 FOLLOWING SECUR TY AND PROTECTION FIRE EXTINGU SHEDS,BUILD NG ENCLOSURE AND LOCKUP, D TRUSS PLATE INST TOTE DESIGN SPECIFICATIONS FOR L GHT METAL PLATE CONNEC-ED WOOD TRUSSES BY OWNER. BE PLACED BENEATH THE SILL PLATE OR RUNNER TRACK OF A WALL ASSEMBLY ENVIRON`rENTAL PROTECTION,PIES CONTROL,SNOW AND ICE REMOVAL CON-RACTOR SHAL PROVIDE (TPI-74). 9 NSTALL WA ERPRDDFING&PROTEC ION BOARD TO AL_3E_OW-GRADE,EXTERIOR SURFACES OF CONCRE E RFSILBENTFLOOR: NSTALLED PER MANUFACTURERS INSTRUCTIONS AS SELECTED BY OWNER SANITARY FAC LIT ES DRINKING WATER CLEANING AND RUBBISH D SPOSAL. =. AMERICAN PLYWOOD ASSOCIATION:GUIDE 0 PLYWOOD FOR-_OORS, L"WOO)SHEATHING FOR WAL S AND FOUNDAT ON WALLS THAT SURROUND BASEMENT F_OOR AND ARE ABOVE THE BASEMENT SLAB.ASTM D-5385 C4RPETFL00R: NSTALLED PER MANUFACTURERS NSTRUCTIONS.AS SELECTED BY OWNER ROOFS INSTALL ONL•AFTER ALL SUBSTRATE AND PENETRATION WORK IS COMPLETE.=OR CONT NUOUS SEAL. PABVTi INS ALLIED PER MANUFACTURERS INSTRUCT DNS.ALL EXT AND INTERIOR SURFACES SHALL_RECEIVE 9:NSU A.TION W CATED TO BE PROM DED IN A WAL_ASSEMBLY SHALL BE THE SAME DEPTH AS THE WALL STIR '''C FRAMING I�IL-SS OT+ERWISE REQUIRED BY CODE,REGULAR UN-FACED GLASS FIBER OR M NERAL WOOL AMERICAN WOOD PRESERVERS ASSOC AT ON STANDARDS. INSTALL PER MANUFACTURERS NSTRUCTIONS. I PRIMER COD!AND:2)F NISH COD'S,EXCEPT COLOR CQORD HATED FACTORY FINISH SURFAC•S TOP 8 BOTTOM " 17. CONTRACTOR SHALL PROV DE"HE=CLLCWING,PRIOR TO SUBSTANTIAL COMPLET ON:PUNCH_UST• INSULATION S ACCEPTABLE. DO NOT OVERSTUFF THE NSU.ATION,AS TH S W LL REDUCE THE ACOUST CAL O SUPPORT NG DOCUMENTATION,WARRANT ES,CERTIFICATIONS,OCCUPANCY PERMI-,STARTUP AND TEST NG OF OF ALL DOORS TO BE PAINTED.AL PAINT SURFACES SHALL BE CLEAN PRIOR TO PAINT NG.AF'PLICAT ON MAY BE 2. ALL STRUCTURAL LUMBER SHALL BE STAMPED IN ACCORDANCE WITH THE AMERICAN INST T,lTE OF T h6ER 10. SINGLE PLY=PDM MEMBRANE ROOFING.60 MILS TH CK,FULLY ADHERED.SURE-SEAL DESIGN A,BY CARE SLE OR BY BRUSH.ROLLER OR BY SPRAY IF PAIN IS-ORRMUALTED FOR SPRAY APPLICATION. NTERIOR PAINT SHALL BE PERFORMANCE OF H ASSEMBLY. BU LD WI SYSTEMS,CHANGE OVER OF LOCKS AND RELEASE OF LIENS.CONTRACTOR SHALL_PROVIDE THE 'CONSTRUCTIONS'CONSTRUCTION MANUAL.' APPROVED EQUAL INS ALL PER MANUFACTURERS INSTRUC DNS. MA B.OR APPROVED EQUAL READY-MIXED PAINT SHALL NOT BE THINNED.EXCEPT AS PERMITTED N THE FOLLOWING.PR C TO FINAL ACCEPTANIC F NAIL PAYMENT REQUEST WITH SUPPORTING AFFIDAVITS AVD 10 RESILIENT METAL COMPONENTS-RESILIENT CHANNELS SHALL BE D ETRICH RC DELUXE RCSD RESILIENT c 3. ENG NIEERED UMBER NDICATED HAS BEEN SELECTED BASED ON MICROLAM LVL AND PARALLAM PSL PRODUCTS APP_ICA'ION INSTRUCT DNS.COLORS TO BE SELECTED BY THE OWNER.CONISUL!W T PAN MANUFACTURER FOR CHANNELS POSSESS A SPRING ACTION-0 DECOLPLE AND ISOLATE THE COMPONENTS THEY CONNECT.WHILE COMPLETED PUNCH L ST. FLED(BLE,00%WATER-BLONM,OPEN&CLOSED CELL POLYISOCYANATE SPRAY FOAM INSULATION.FIBERGLr4SS PROPER PA NT AND PRIMER TO BE USED ON CELLULAR PVC.ALL NA L HOLES 8 ROUGH FINISHED WOOD TO BE F LLED BY WE"ERHAUSER PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED ALLOWABLE GATT NSIJI A'ON,DEPTH DETERMINED BY STIR OR JO S- INS-ALL JUST BEFORE GYPSUM BOARD AND AFT lI ER P v rn zz n` SITE WORK STRESSES AND SECTION PRCPFRT•IES MEET OR EXCEED THOSE-PRODUCTS ND CATER AND SANDED BEFORE APPLY NG R MER OR PO_YURETHANE.LIGHTLY SAND BETWEEN COATS PROVID NG THE STRENGTH TO FIRMLY SUPPORT THESE COMPONENTS A CONCERN IN THE INSTALLAT ON OF VJ ROUGH cLECTR CAL AND P UMBING NTERIOR WALLS REQUIR NG SPRAY FOAM WILL NE D ONE S DE TO HAVE SPECIAL77ER 41TCHEN ACC SSOR ES BATH ACCESSOR ES.FIRREPLACI HARDWAR 6 MISC TEMS PER OWN RS GYPSUM WALL BOARD ON RESILIENT CHANNELS IS ,E LENG iH OF THE FASTENER AND THE PLACEMENT OF THE _ 7 1. PERFORM ALL WORK IN THIS SECTION N CONFORMANCE WITH THE;NAL SOILS COMPACTION,GEOLOGICAL 4 DESIGN.FABRICATION AND INS ALL ATION OF-RUSSES AND SHEET ME AL CCNNEC ORS SHAL_3E IN GYPSUM BOARD INSTALLED PR OR TO SPRAYING.INS'ALL rHE-OL_OW NG PER MMUr-ACTIRERS INSTRUC DNS SCHEDULE AND SPEC FICATIONS.ALL EMS''BE NSTALLcD PER"PLAN,FACTURERS INSTRUC ONS FASTENER -HE-ASTENER SHOULD NOT EXTEND NTO THE STUD OR JOIST,THLS SHORT NG OUT THE F- L REPOR 5 AND APPROVED S? GRADING PANS AS ACCEPTED BY OWNER AND BUILDING DEPARTMENT IN TH ACCORDANCE WITH THE FOLLOWING STANDARDS AND SPECIFICATIONS: EX7F.R/OR WALLS:R-2 OPEN CELL SPRAY FOAM. RES IENCY OF-E SYSTEM AN EFFECTIVE NSTALLAT ON TECHNIQUE IS TO PLACE SCREWS ON Y BETWEEN ABSENCE OF THE NECESSARY SUBSURFACE SURVEY,THE CONTRACTOR SHAL_ IRE A LICENSED SOI_S A SUPPLEMENT TO ENGINEERING BILLET N#SE-266,DATED 4-19-60 OF A.S.DIVISION EHA�-0I ROOFS,FJWMEDCELUNGL,CANTELEVERS,OVERHANGS:R-38 OPEN CELL X'SPRAY FOAM w/GNITION THERMAL SEALING GUIDELINES - S UDS OR JO:STS. �.E CHANNEL MUST A SO BE FREE TO-OAT UPON NSTALLAT ON AND rUS A MIN MUM/4 ENG NEER TO INVESTIGATE THE SITE AND SUBMIT A REPORT OF THIS WORK TO THE ARCH TECT IF A B. INTERNATIONAL CONFERENCE OF BUILDING OFF CIALS REPORT#17LI4.o,DATED 9-6-86. BARRIER I THE BUI D NG •ERMAL ENVE OPE SHALL BE DURABLY SEALED „LIM AIR INFIL TRAT ON E S-ALING Y c. DESIGN SPEC F CATIONS BOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES,T.O. 70 BANDJOISTS:R 2 OPEN CELL SPRAY FOAM. CLEARANCE BETWEEN IT AND THE ADJACENT ASSEMBLY IS REQU RED THE RESILIENT CHANNEL SHALL BE r I, O DISCREPANCY FROM THE?RESUMED SOIL BEARING CAPACITY=X SUS,CONTRACTOR SHALL NO"RACE METHODS BETWEEN DUBBIN LAIR MATERIALS SHALL ALLOW FOR D FFERENTIAL EXPANSION AND CONTRACT ON INSTALLED?ER MANUFACTURERS INSTLILLAT ON INSTRUCT DNS. � �`/J I'�1 FOUNDAT ONS WITHOUT WRITTEN NSTRUCTIONS FROM THE ARCHITECT ENGINEER. R/MJOLSTS:R-38 CLOSED CELL SPRAY FOAM. O ``I P. =0R TRUSS CHORD AND WEB MEMBERS,PROVIDE"DIMENSION JMBER OF ANY SPECIES,GRADE)V S.AL Y CR GARAGECE L NG.R-30 OPEN CELL SPRAY=CAM. MECHANICALLY.AND CAPABLE OF SUPPORTING REQURED LOADS WITHOUT EXCEED NG ALLOWABLE DESIGN = 2. OPENINGS AND PENETRATIONS N THE BUILDING ENVE_OPE SHALL BE SEA ED WITH CAULK N G MATERIALS OR PIPES AND ELECTR CAL CONDUITS SHALL BE CONCENTRICALL-PLACED W THIN THE WALL AND FLOOR/CE_ING 0 PAR7YSEPARAT70NWALL:3/z'FIBERGLASS GATT ATTENUATION 2, PRESUMPTIVE SO L BEARING CAPACITY S 2000 PSF ON UNDISTURBED SOIL.ALL CONCRETE-COT 1,GS SHALL VALUES ACCORD NG TO AF&PA'S'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONS-RUCT ON AND ITS MESMP,ROCK WOOL OR THERMA FIBER TO AC EVE RATING. CI OSED W T GASKET NG SYSTEMS COMPATIBLE WITH THE CONSTRUCT ON MATER ALS AND OCAT ONS ASSEMBLIES,UNLESS OTHERWISE REQURED PER FIRE AND OTH R COD-S � BEAR ON UNDIS I URBED SOIL OR ENG NEERED F LL 80-TOMS OF FOOTINGS SHALL BE 3-6"BELOW FINISH SUPPLEMENT" GARAGESEPARATTONWALL.R-2 F BERGLASS BATT. JOINTS AND SEAMS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED W TH A MOISTURE � 1 GRADE(MIN.) L'VF7MSAELYFINISHED BASEMENTSEPARA770NWALL R-5-BERGIASS GATT VAPOR PERMEABLE WRAPPING MATERIAL SEAL NG MATERIALS SPANNING JOINTS BETWEEN CONSTRUCTION E F 6. FOR DES GN LOADS REFER TO STRCC URAL DRAWINGS 2 REFER TO OTHER DRAWINGS,DETAIL SAND SPEC.CATIONS FOR ADD ONAL INFORMATION PERTAINING TO WA� - = \ r- UNFBVISHED BASEMENT CEILING:R 30 FIBERGLASS BATT. MATERIALS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF THE CONSTRUCTION MATERIALS. AND FLOOR CEILING ASSEMBL ES N > 1 3. NO EXCAVAT DNS SHALL BE MADE WHOSE DEPTH BELOW THE FOOT NG S GREATER THAN-+ALF THE 7 JLESS OTHERWISE NOTED FLOOR SYSTEM SHALE CONS S'0-PRE ENGINE(32ED"'_OOR TRESSES DESIGNED 3Y MNISHEDBASEMEWCEIUNG.R 30 OPEN CELL SPRAY FOAM HORIZONTAL DISTANCE FROM-HE NEAREST EDGE OF THE FOOTING A REG STERED PROFESSIONAL ENGINEER EMPLOYED BY T E TRUSS FABRICA OR TO CARRY THE OARS hTNEMEDPERIMET ERBASEMENTWALL:R-14 CLOSED CELL SPRAY=OAM. 3. OUTDOOR A R NTAKE AND EXHAUST OPENINGS INTEGRAL TO THE BUILD NG ENVELOPE SHALL BE EQU PPEC 3 THE=OLLOWING ITEMS SHALL BE CAULKED,GASKETED.OR 0-HERWISE ACOUSTICALLY-REA-ED,WHERE N ND CATED ON DRAWINGS WITHIN PARAMETERS L STED. .NUAS/ll:"DAM SILL SEALER 9ETYYEEN ALL EXTERIOR WALL MUOSILLS AND CONCRETE FDUNDAT ON WALL. WITH NO LESS THAN A CLASS MO ORIZED,LEAKAGE RATED DAMPER WI H A MAX MUM.=AKAGE RA E OF L OCCJRRING AT DWEL NG JN T SEPARAT ON WAL'S.CORRIDOR WALLS.AND FLOOR/CE ING ASSEMBLIES r11 `�' 4 AL BACKF LL AT STRUCTUR S SLABS STEPS AND PAVEMENTS SHALL BE CLEAR GRANULAR IL -LACE N DOORSAND WINDOWS.CONT NUOUS,_OW EXPANSION FOAM SEALANT AT ALL PER METERS,ADJACENT TO CFM PER SQUARE FOOT WHEN TESTED N ACCORDANCE WITH AMCA 500D.GRAVITY DAMPERS ARE PERMITTED - W 8. SHOP DRAWINGS,SIGNED AND SEALED BY A PROFESSIONAL ENG NEER REGISTERED IN THE STATE OF PROPOSED FRAM NG.NOTT3:DO NOT FILL ENTIRE VOID,TO PREVENT FRAME DISTORTION APPLY MIN MUM AMOUNT OF ^' 8'LAYERS AND COMPACT TO 95%MAXIMUM DRY DENS TY DETERM NED IN ACCORDANCE WITH ASTM D-55' TO BE USED ILL BUILDINGS LESS THAN THREE STORIES N HE GHT ABOVE GRADE. STAGGER 8 OVERLAP JOINTS IN MU-1 LAYER GWB WALLS&CEILINGS = � ``I BU LD NG SITE SHALL BE KEPT DRY SO THAT EROSION W LL NOT OCCUR IN THE FOUNDATIONS CONSTRUCTION,SHALL BE SUBMITTED TO THE ARCHITEC-FOR APPROVAL PR OR TO FABRICATION.SHOP FOAM REQUIRED TO AIR SEAL GAP. DRAW NGS SHALL NCLUDE THE FOLLOW NG ITEMS: r-SEALANT JOIN-AT GWB TO SUBFLOOR&CE ING AT DWELLING UN T SEPARATION WALLS � 0 I- A DRAFTED PLAN LAYOUTS DENTIFYING ALL TRUSSES B 4 VIES BULE DOORS THAT SEPARATE CONDIT ONED SPACE=ROM , XTFJR OR SHALL BE'QU PP D W TH S I 1 Z 2 JOINT SEALERS i0 COMPLY WITH MANUFACTURERS NSTRUCTIONS APPLICABLE TO PRODUCTS AND /c'SEALANT JOINT AT GWB TO SUBFLOOR&CE LING,GWB TO DOOR-RANEE 4T CORK DOR WALLS 5. BACKFILL AT LAWNS AND UNPAVED AREAS SHALL BE FREE OF CLAY,ROCK OR GRAVEL LARGER THAN 2"N 8 CALCULATIONS FOR LOAD DETERMINATION ON TRUSSES GIV NG UN FORM LOADS(PARTIAL OR OTHERWISE) SELF CLOS NG DEV-CES. ti APPLICATIONS NDICATED AND 0 THE FOLLOWING SPECIFICATIONS:ELASTOMERIC SEALANT:ASTM C 926, FEE)(OLE GASKET(SMOKE SEAL)AT DOORS N CORRIDOR WALLS&SEAL AT BOTTOM OF DOOR -ANY DIRECT ON,DEBRIS,ORGAN C MATER AL,WASTE AND FROZEN MA TER ALS.PLACE N 2'LAYERS AND AND/OR POINT LOADS. SOLVENT-RELEASE CURING SEALANT:ASTM C-80L,LATEX SEALANT:ASTM C 790,ACOUSTICAL SEALANT: ELECTRICAL PANEL SHALL NOT BE LOCATED ON UN T SEPARAT ON OR CORRIDOR WALLS W^, COMPACT TO 90%MAXIMUM DENSITY N ACCORDANCE WITH ASTM 0-1557 C. TRUSS CONFIGURATION DRAW NG G V NG STRESSES ON ALL MEMBERS.REAC-DNS AT:SUPPORTS AND 5. RECESSED LUMINAIRES INSTALLED IN THE BU LD NG THERMAL ENVELOPE SHALL BE SEALED-0 LIM T AIR STRESSES ON ALL MEMBERS INCLUDING PLATES. ASTM C-919 U NCLUDE BACKER ROD AS NEEDED.SEALANT SHALL PROVIDE PERMANENT,A RTIGHT SEAL EXHAUST VENT LAT ON DUCT JO NTS AND SEAMS WITH MASTIC ? WATERPROOF SEALS WITHOUT-ALLURE. LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES RECESSED UM NA RES SHALL BE IC-RAT-D SEAL yy R NG PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF S''.D WALLS z •- 6 AL_SLABS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STONE CAPABLE OF SUPPORTING 9 HANGERS.FRAM NG ANCHORS AND FASTENERS:PROVIDE AND NSTALL STAMPED AND FABR CATER STEE OF DOORS AND WINDOWS AND LABELED AS MEETING ASTM E 283 FOR AIR TIGHTNESS.RECESSED_UMINARES SHALL BE SEALED W TF SEAL ELECTR CAL CABLE/PHONE BOXES TO GWB W TH PUTTY PADS OR APPROVED EQUAL = 3000 PSF THE TYPE INDICATED AS REQUIRED NAILS TO BE'HOSE FURN SHED BY MANUFACTURER FOR THE SPEC F C A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WAL_OR CE LING COVER NG. SEAL W R NG NTO ELECTRICAL BOXES&RECESSED L GHT HOUSING TO GWB '' REFERENCE STANDARDS FOR DOORS AND WINDOWS SHALL BE AS FOLLOWS: USE.NAILS SHALL BE FILLY DR VEIN IN ALL HOLES IN THE ANCHOR MANUFACTURER TO BE'S MASON'OR PROVIDE F RE RESISTANCE RATED COVER AROUND RECESSED_GHTING HOUSING 7 BACKFILL SHALL BE BROUGHT UP EQUALLY ON EACH SIDE OF WALLS.DO NOT BACKFILL UNTIL WALLS HAVE il APPROVED EQUAL CONFORMING TO THE REQUIREMENTS NO CITED SHALL BE PROV DED ALL HANGERS AND A UNDERWR TERS LABORATORIES,INC BUILD NG MATERIALS DIRECTORY 6 THE FOLLOWING SHALL BE CAULKED•GASKETED.WEATHERSTR PPED OR OTHERWISE SEALED WITH AN AIR - CURED AND ARE PROPERLY BRACED. ANCHORS SHALL BE GALVANIZED 8 VA'OVAL F RE PROTECTION ASSOCIATION:PAMPHLET 980 STANDARD FOR F RE DOORS AND WINDOWS.. E SEAL PLUMB NG PIPES AND VENTS THROUGH TOP AND BOTTOM PLA ES OF STUD WALLS C. NA ONAL WOODWORK MA'UFAC URERS ASSOCIATION:I.S.1078•WOOD FLUSH DOORS BARRIER MATERIAL,SU TABU F RI OR SOLD MATERIAL.ROCK WOOL AND F BERGl1iSS BATT INISULA-ON ARE SEAL PLU M8 NG PIPE PENETRAT DNS THROUGH GWB z � 0. ALL HEADERS AT BEAR NG COND TICKS SHALL.BE S ZED AS SHOWN ON DRAW NGS. D AR LEAKAGE ASTM E283 NOT ACCEPTABLE AS AN AIR BARRIER MATERIAL. PROVIDE GYPSUM BASED UNDERLAYMENT BENEATH-UBS AND SHOWERS M�/'� 8, REMOVE ALL EX ST NG FOUNDAT ON WAL-S AND FOOTINGS PR OR TO CONSTRUCT ON OF NEW FOUNDATIONS. E. WATER RESISTANCE.ASTM E33. SEAL".8 AND SHOWER DRAINS TO SURF OOR&SHOWER ENCLOSURE TO SURF OCR AND WAL i W I. ALL HEADERS AT NON-BEARING CONDITIONS SHALL BE S Z-D AS INDICATED N THE=OLLOW NG TABLE UNL-SS 2 ALL MANUFACTURED WINDOWS AND DOORS SHALL MEET THE AIR INF LTRATION STANDARDS OF THE 1972 AIR SEAL THE FOLLOWING LOCATIONS BEFORE INSULATION SEAL SHOWER HEAD TO TILE OR SHOWER SURROUND � Y EXCAVATIONS AT STEEP SLOPE BANK AREA TO BE VO GREATER THAN 3'0'BEYOND NEW FOOTING NE OTHERWISE NOTED: AMERICAN NAT ONAL STANDARDS NSTITUiE ASTM E283-73 WITH A PRESSURE 0 FFERENTIAL OF.51 LBS PER MUDSILL TO FOUNDAT ON 8 RIM JOIST TO MlD6 LL 8 TOP PLATE TO RIM JO S- PROVIDE SEALAN AT FIRE SPRINK_ER-FAD ESCUTCHEONS TO GWB SO FT&SHALL BE CERTIF ED AND LA13E__ED. SUBFLOOR SHEATHING TO RIM JOIST BETWEEN CONDITIONED SPACES SEAL DE C AND CAT FIRE ACCESS COVERS U GWB OR TO GWBOR 1. 10. -iE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION OF STEEP BANKS DLR NG OPENING SIZE HEADER SIZE 3. GLAZING IN DOORS AND WINDOWS SHALL BE TEMPERED SAFETY GLASS AS LOCATED PER THE BUILDING CODE. SUBFLOOR SHEATHING T&G AND SQUARE EDGE JOINTS UP TO 4'-0' (2)2x6 E � � , c T SEAL RECESSED HEATERS(PTACS)TO GWB CONSTRUCT ON WHEN NEW CONSTRUCTION S COMPLETE,THE GENERAL CONTRACTOR SHALL REGRADE 4. EGRESS WINDOWS ON SECOND FLOOR�RAY NEED LIMITING DE J CE_THAT HAVE RELEASE MECHAN SMS PART WALL STUDS AT EXTER WALL INTERSECTIONS 4'-0 TO 6'-0 (2)2x8 NLS_A"E DUCTWORK L0�'ATED WITH N ELOOR/CEILING ASSEMBLES D S URBED BANK N,eAS iAL1t TO NATJ,ZA_S A E AND REPLAN SUITABLE VEGETA ON TO PREVENT TO ALLOW FOR EMERGENCY MERGES NCY ESCAPE.SEE DRAWINGS FOR LOCATIONS. TOP PLATES OF EXTER OR STUD WALLS BETWEEN COND TICKED SPACES7. 6-T TO 9-W (2)2x10 SEAL HVAC AND VENT LATION GRILLES,INLETS AND D Fr'USERS TO GWB EROSION. 5. BUILDING ENVELOPE FENESTRATION MAX MUM U-FACTOR&SHGC RREQUIREMENTS: DROPPED CE L NGS,SOFFITS AND CHASES c F XED FENESTRATION U-FACTOR:0.38,OPERABLE FENESTRATION FACTOR 0 L5,ENTRANCE DOORS SEAL K TCHEN AND BA-H EXHAUST FAN HOUSING TO GWB ii 2. PROVIDE MEMBER UNDER ALL NTERIOR PARTITIONS RUMIING PARALLEL"0-RAM NG.PROVIDE SOL D BLOCKING ATTIC KNEEWALLS AND JOIST CAV TIES Jlr1DER ATT C KNEEWALLS SEAL CLOTHES WASHER VALVE DRAIN BOX&DRYER EXHAUST BOX SEALED TO GWB U FACTOR.0.77.SHGC PF<0.2-0.40.SHGC 0.2<PF<0.5-0.48.SHGC?F>0 5 ;64 x 1. FURNISH AND NSTALL ERGS ON CONTROL AS SHOWN ON THE SITE PLAN PROTECT LANDSCAPE TB'1S,THAT UNDER ALL POINT OARS AND COLUMNS. TUB/SHOWER ENCLOSURE TO SlBFL00R BATH AND SHOWER DRAMS'0 SUB-LOOK ARE NOT SCHEDULED FOR CLEARING,FROM BEING DAMAGED.CLEAR ALL VEGETATION FROM'HE AREA 0+V SKYL GHTS:U-FACTOR 0.50&SHGC 0.40 MASONRY F REPLACE TO SUBFLOOR SEAL BUILT-IN CABINETS TO GWB THE SITE PLAN WHERE THE BUILDING IS TO BE PLACED AND ALL AREAS SHOWN TO BE REGRADED.SCRAPE 3. BURNISH AND INSTALL THE FOLLOW NG: 6. CONTRACTOR MUST NSTALL ALL WINDOWS AND DOORS PER MARVIN SPECIFICAT ONS,WOOD-ULTREX ELECTRICAL SERV CE PANEL ON EXTERIOR WALL OR TENANT SEPARATION WALLS -ASTEN CEILING MOLDING TO WALL ONLY,PROV DE SEALANT JOINT A CEILING LA INSTALTION FOR NEW WOOD FRAME CONSTRUCTION DATED 5 22 17 NTEGRITY OUT SW NG FRENCH DOOR FASTEN WALL BASE MOLDING TO WALL ONLY PROV DE SEALANT JO NT AT FLOOR � • AND STOCKP LE ALL TOPSOIL THAT HAS BEEN REMOVED FROM AREAS OF CONSTRUCTION AND STORE ON SITE LIGATFRAAIDVGLUMBER:ALL TOP AND BOTTOM PLATES.WALL STIRS SHALL BE DOUG FIR LARCH STIR GRADE WOODULTREX SERIES INSTAALLA"ON INSTRUC"ONS GATED 7-25-17 W NDOW ROUGH HVAC DUCT JOINTS AND SEAMS SEALED WITH MASTIC&REG STER BOOTS SEALED TO SURF-OOR OPENING PREP 8 FLASH NG PROVIDE V BRATION SOLAT ON OF THE OVERHEAD GARAGE DOOR TRACKS,OPENER w/RES L EN HARDWARE s IN APPROVED LOCATION. OR BETTER ALL HEADERS AND BEAMS SHALL BE HEM FIR NO.2 OR BETTER FIN SHED L SIDES,19%MAX MUM METHOD A-I MEMBRANE DRA NAGE SYSTEM DATED 12-22-IL. EXHAUST VENTILATION DUCT JOINTS AND SEAMS SEALED W'.H MAS'IC MOISTURE CONTENT.2'NOMINAL IN THICKNESS AND 4'NOMINAL(OR GREATER)IN WIDTH.COMPLY WITH INDUSTRY 7 FURNISH AND INSTALL THE FOLLOWING: WIR NG&PLUMB NG PIPE PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF S-LD WALLS SOUND CONTROL MITER AILS:USE A COMB NA ON OF THE FOE.OWING 12. FURNISH AND NSTALL,N ALL AREAS DISTURBED BY CONSTRUCT ON ACTIVI-ES AND ANY AREAS AND CATED ON STANDARDS.AITC 105. WIR NG NTO ELECTRICAL BOXES NON-HARDENING CAULK-SEALS GAPS LESS THANY2"WIDE _iE SITE PLAN,4'CLEAN I CAM AND GRASS SEED COORD NATE WITH AL 'THER S TE WORK. TREATFDLUMBER:SOUTHERN YELLOW PINE,#1 GRADE WITH PRESSURE PRESERVATIVE.TO BE USED FOR ALL PRE-IfUNGflVTERIORDOOR•SHALL BE MANUFACTURED IN ACCORDANCE W-•BAS C HARDBOARD PRODUCT SPRAY FOAM FILLS LARGE GAPS AND SMALL TOLES C. EXPOSED FRAM NG AND ITEMS IN CONTACT WITH MASONRY,CONCRETE OR GROUND.TO BE USED FOR EXT WD STANDARD ANSI/AHA 135.4-1982 AND NWWDA.-86,SEC 3.73(8).MANUFACTURER MASON TE CORP.OR ARCHITEC- AIR SEAL THE FOLLOWING LOCATIONS AFTER GYPSUIM WAL BOARD(GWB)NSTALLAT ON BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS 13 FURNISH AND NSTALL PERFORATED PVC PIPE AND F TTINGS AROUND PERIMETER OF FOUNDATION FOOTING DECK SLEEPERS,SLAB FLOOR SLEEPERS AND EXT.WALL MUDSILLS. APPROVED EQUAL.SIZES AS INDICATED ON THE DRAWINGS.COLOR AND STYLE SELECTED BY ARCHITECT AND/OR /,,"SEALANT AT GWB TO SUEFLOOR AT EXT.WALLS AND TENANT SEPARATION WALLS SURROUND PIPE W TH CRUSHED STONE AND FILTER FABR C AND ALLOW FOR PROPER N US STALLATION W TH BLOCEIJVGANDNAILERS:DOUG F R LARCH STIR GRADE OR BETTER.PROV DE BLOCK NG FOR ALL FUTURE OWNER FIRERATED:FURNISH AND INSTALL AT GARAGE-TO-HOE DOORS TO ACHIEVE 20 M N.FIRE RAT NG, DOOR FRAMES&W NDOW FRAMES TO GWB AT EXT WALLS AND CORR DOR WALES GASKETS NEOPRENE,RUBBER,rOAM MOUNTED ITEMS,SUCH AS,CASEWORK,SHELVING.HANDRAILS,RAILINGS,BATHROOM ACCESSOR ES PROVIDE NCLUDE GASKETS,THRESHOLDS,ETC.FOR UL TESTED ASSEMBLY.DOORS SHALL SELF-CLOSE. ACOUSTICAL SOUND MAT MEMBRANE x ADJACENT DRA NAGE MA-/WATERPROOFING ON FOUNDAT ON WAL.FURNISH AND INSTALL DRA N PI-- F'RRE BLOCK NG AS NECESSARY,PER CODE. TUB/SHOWER ENCLOSURE TO GWB C.FINOUTS,ETC.,AS NECESSARY&DRAIN SYSTEM BY GRAVITY AS SHOWN ON CIV L DRAWINGS. EXTERIORDOOIR MANUFACTURER MARV N INTEGRITY WOODULTREX.SHAL HAVE NTERIOR FACTORY-PRIMED GYPSUM BASED UNDERLAYMENT AT WOOD SUBFLOORS PLYWOODSUBFLOOR:APA RATED�'i'ADVANTEK,TONGUE AND GROOVE.GLUE&NA__ ADHESIVES CONFORM NG ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOOR il WOOD W TH FEED-APPLIED PANT F NISH.EXTER OR TH FACTORY-BAKED EXTERIOR PA NT F NISH.PROVIDE& SQUINT CONTROL MA'BENEA H HARD FLOOR SURFACES WITH PERFORMANCE SPEC F CAT ON AFG-0 SHALL ONLY BE USED. WI ATTIC ACCESS PULL-DOWN STARS SEALED WITH WEATHERSTR PPING ON COVER z ROOFSHEATTiING.•APA RATED Ya"EXTER OR GRADE PROVIDE DE PANEL CLPS AT MID SPAN FOR SPANS GREATER NSTALL CORROSION RES STANT-ARDWARRE SUITABLE FOR COASTAL ENVIRONMENT,SALT WATER SPRAY.VER FY RES L ENT CHANNELS-DIETRICH RC DELUXE RCSD x RECESSED L GHT HODS NG"0 GWB THAN 24'o.c WITH OWNER/ARCHITECT FOR SELECTION&FINISH OF HARDWARE 8 DOOR ALUMINUM PA NT COLOR PRIOR TO SOUND ISOLAT ON C_IPS USED WITH METAL FURRING CHANNELS � WALL SHEA77fl1VG:APA RATEDYz'CDX PLYWOOD OR�e OR1EN ED STRAND BOARD;OSB). ORDERING VERIFY ACT VE PANELS ON DOUBLE SW NG DOORS PRIOR TO ORDERING PROVIDE SHOP DRAWINGS TO RECESSED WALL HEATERS(PTACS)SEALED TO GWB GYPSUM WALL BOARD(GWB) ARCHITECT,FOR REVIEW HVAC GRILLE AND D F-USER AND VENT LATION GRILLES AND NLETS TO GWB VIBRAT ON ISOLATION DEV CES ' 0 FLI 313.17 G 312. G 31 I.25 G.31 1.8,- O FLI 307.07 G 300.?'' 2- Ju 305.75 G 306.33 55 O O C 7 FLI o- '_94.o7 G 06 4 r 3CO-3" 1 C2 A FLI 292.67 G'99 O O C 44< SIGNAGE. - ,91.67 W/C G 293.33 Xl- SALES OFFICE t G_01.02 O O C2 X2-SALES PARKING- O OA C I X3-SALES PARKING-* O D R C2 I ,(I.-SALES PARKING t5-SALES PAP.KING� O BR CLUSTER X �tenc (h-DO NOT ENTER p p r00\"6 z z W U o E a X7-Dry NOT EN'EP. BR Y W�' N� o 0 D L CLUSTER '"- > o CLUSTERZ NEYSUCKLE LANE . `"~ < °'o f�W V R AA H O gale c I L 33 °C o"' o- o CLUSTE F L 1 313." O ~ CLUSTER Bf3 m Z R G!12.E U x v CLUSTER CC O FL 1 305.67 Z U ^ gale to oe { '0 G 304.92 a c, locked at oil nQ1nhnk le g L limes A �/ZL FLI3'12.17 cho,nlink fence 18' O D p < c IRO G 31 1.^_ O BR A O � 1r G gate ?] B L F 567 rn �� m A O FLI 293.E O BR A r G 305.92 u m �:'V/0 7 r C2 v y ZL G-292 92- cu m Z R G 310.4`OC1 (1 48 FL1 30o.o, AqO G 204.33 Oc A G 305.92_ C2 GN m m A v YLO FL 1 294.67 A m 'T ° r' 00 N n O L1^_95.6; OA A r C 1 ^305 ZR IO G'9;o_ c A G 91.33 5. - ^ Z Z M C2 Z 1 A r C I C'01 c- 3 " O 'S FI 1�09 I^ FLI 295.67 DR p D i3 _ - o n a,/O p Z 13 G 304.a2 �aie N Y R O Z 11� C;'Inj� m a p o note: Sn Fi I�06 6' �, FL I--G: , maintain entire length of w G c��^ O C n A O G 304.42 intemolional drive iree /. FLI 296.17 g L A B L 35 r- c /'� irom dirt z debris at all OI vV/O -1 A m c times / G 295 12 O m _ r `��A \\p(� v o f 1 G3. e �o a` OA O C I O ,`G z ,•\A z note: \�c. �L a c '10 i PESP.�.SSlHG Q O �, O �,4• 04 0 O ons on all gates ea FLI 297.67 O DR C2 C2 © //`4 Ix, .d ,c`°• w C)4 O ,eS� ,,5 �- vwo G v FLI 298.17 0 O O G 20-1 G ,r Q W/C O s C O BL O I- O f Iw_- O � O L c� DR �'Jt L � � w -L 1 �� O �� O FL 1 303 1 7 Q,`G V") Q C2 Q vV/C 0 w U Q G' s_ O A t©� CI o V o A FL1 top•grOCl 302 C2 a . A300.83 O` _ CIO �"o C Ol O A O 0 0�G O emergency G 293.42 J}r onstruc'ion 0 F lOG ;to, C 1 `pcp 9�F ratlic Only& C2 < C2 FLI 294.1- Q O BL a@::t OG 293.42 A F- Z A C2 L 304 1 'n C`<ur O G'G 1'_, O C l FL1 301 57 O CN C 1 �G anii-ircckino C F A G 289.4" pad ,�; G30 A �� C1 0 N >1 I FL1=9G.1 'ae g` �` L0 41//O C 2 O C l O FL 1 302.67 N G,gl, ,,o G 301.33 Fli_t.l� G 288.83 O A _ G 280.81 gate for�onstructi� C� N �L1 288.o7 O > ti entrance&exit to be 5 O G''80 33 O 2 �� unlocked&open during C 1 C J 1. J5 ti G^8' 1� construction activity only. O _L 290.92 O G� at all other times this gate C 1 O must be closed&locked I � •C: - D L slFR O A �� G 291.83 E Q- BL FLi:93.i �� J :"'�1.a3 � GO PP O 4^ 04 o7 C I O C2 '''`�ckioo� C� C I O G_93.9_ � �� �,� OTI-6� A O 00 A G 289.4^. p R/ C 1 O O O FLI_.0.1 17 MRCS BR C2 G`✓ C W/O Cl USTER � • JS��L O G 289.42 /USTF,p J J �F GG to 0 A G 288.83 C 1 OUSTER EE DR O A C`USTFR tiN C I O OC2 OUSTER - • O FLI 288.67 '_9G FF CLUSTER DD O C 1 ti W/0 FLI 291.67 I O R` O W/oBR G 298.4_ a � G 290'92 G 290.92 4 O DR DL FLI p p ''90.17 GJio FLI 293.67 D fC W/oO W/O 67 O G 298.42- C2 S G^_92.9^_ FL 294.67 UNIT I'D" RIGHT w/O FLI G 398.4" G^_93.92 W/o G 294.92 1-4 I'-4' ,_4. ��'�------------------- ------ /��= �----- * ---- ---------------- -------------- - 2"COLUMN �t- DECK ABOVE COVERS 8 I O'GONG b�� SONOTUBE FOOTING 10"GONG 50NOTUBE -� 24"x60" 1 8" �,-4" t_4" FOOT'N65 BLUESTONE 15'-10' 5'-I O" I'-4 g Z Z W v 0 ^T SLAB Lu c It. -�- -�- ^{- -�- ,-�-.-� co o d I k-, h /I k a ua U G ORES HELL STEPS o `- Z;a u ----------------------------------------------------------------- a-- ---- -------------------�, n r+------------------------ ------------------------------------------------------------------------- ---------- -I U-- I h -- � - -----------------------------------------------------�..,J.3- + , 1 -- -,--)2--6---3-551.Si�fr------ O ------- -- ------------------------------- - ------ --- � r ------ TEMPERED TEMPERED , , + (3)2X6 I ' I (T`r'P) 2x4 STUD HAL,-, n ; D 1 i 3 SEE DETAILS 0.n ; joii��IF I N 1 + .o w I I C. 17 GOP ' 2x4 P.T HD NAILERS® b o c. 2x4 P T HD NA LER5®16 oz RECE55ED'NTO GONG.FND. r RECE55ED N-0 GONG.FNDL WALL SEE EXT ELEVAT ONS I WALL SEE EXT ELEVATIONS r 1 I I 2x4 STUD WALL-�� ; i i ; 2x4 STUD HALL r--------------� FINISHED SEE DETA L5 i i i i BEE DETA L5 BASEMENT UNFINISHED i UTILITY I I I I Z 0 4--7 20'"1 i N I I I I Lu I I I I + I 1 I 1 I I i I� FINISHED I BASEMENT (D N O N V 2 1 I I z I I I �,_ _ I 2 -�� 0 Q O 1 I I SEE NON-WALKOUT ; ; + ' y� o. C BASEMENT FLOOR r ' ' i i O PLAN FOR i i i O NFORMAT ON IN ' ; 1 I 5'-';y2" 4'4 4-IV2' i + Z TH15 AREA ' I I J + I I SHELF ' ' N �� � 2xb STUD WALK- � � Z LL Q u- HALL C L C L _I ; O N I �• ; CL -u I Lij N Q � Lu uQ 1 1 1 36'HIGH ; 6 BATH i i GUARD/ HANDRA L I 1 + I I I I I I I 1 I I I I I I I I I I I 1 I I I I + --- 0 32"rt0"rUB i CI i i i i I i I Q UP I 1 , _. , I I •JJ%S�04VER I � I I I I I I 14 I L I I I' 1 , -- ------ ' + ----------------- z HOT + I Ln --- --- -- ------------ ------ I J I I ----- 2x ON THE FLAT- STUD WALL OUTL NE OF STUD WALL i , ----- 0 N ABOVE(TYP) `0 �J c UNFINISHED UTILITY HVAC I I + I I I I I I L. L. _/ SEE NON-WALKOUT i + 8, - - ----- --r ^^'' I BASEMENT FLOOR + i i ; ; EJECTOR PIT/ ; W PUMP FOR PLAN FOR i `t, + ' i I ,,, � N F NFORMAT ON N p i BATHROOM ELEC UNEXCAVATED , IL a, I r TH5 AREA + 1 I? PANEL SLAB ON GRADE i 12"xl2"x4' I w O 3 z J I I I DEPRESSION 3 , n N SLAB I N i 13. o 1 1 + I I I I u- I I Z .� 1 ' + + � ; I IL Io 1 ,o _----------------- I I � ----------------- iz I IQ I i ! I LL ' I ' I ' ' 'U i I ' ' I 1 I Q , IO 1 I I 1 ICJ I J �------------1 ' I ' -----�-- -1 ; O ' 'X j1 I , J I I OId" iIoiQM, , II - - ' I Q WL----------------------------------------------iI --------------------- ------------------------- SPADEp i I I0--------------- I I 1 ' Q + ' 101 I LL- ------------------------------------------- - J '- ------� a --- ------------------- ---------------------- rJUNEXCAVA Ij L-- -- i I � ; i ------------- I 1 L-----------L---------------- + + O GONG. I ---- -..// _ ---____-� �� $�I 5ONOTUBE - 0 ' --------------------1---- � FOOT-NO -- ----°------ --i f------'-------------- L ----- -I OY2 r - i IL 5'7'-0" FLOOR AREA"D"UNIT n BASEMENT FLOOR PLAN w/ WALKOUT BASEMENT 985 sOFT. ��1 BASEMENT FLOOR PLAN SCALE 1/4"=1'-0" FIRST FLOOR 1.848 SOFT SCALE I.4"=1'-0" SECOND FLOOR 1,893 SQ.FT. TOTAL 4.726 SQ.FT GARAGE 390 SQ FT VOLUME 43,397 CU.FT x 1/4'=1'-0' 36 H PVC COMPOSITE GUARDRA L DECK'N6 WD.DECK OR zz� ;o E0- s3 o BLUESTONE H N co7 ROOF ~'�~ Q .20 O ABOVE PAVER 12 COLUMN I FLAT ROOF BELOW °C "' o- G o 4' _ 4 1'-4" =3 0 L NE OF WALL BELOW p Ll 5 ' COVERS B' 15'10 I 15'-10" U - a N ----- --- ----------------------------------------- -- GUARDRAIL - - - _ - x ----------------------- - ------------ _ _ _ V __v w/GATE 36" i I I I I I I i oe rj b-b" 8'-O" 8-O` 8`-O" Al6-b' O H ABOVE L_J L_J L_J L_ Q in5RADE lblb ------------------ -F,npFpE- ll-C'npti ----------- ' EPDM PAN ' (') C. O 4'-4' 3-y,2,. 5'_q" 5"-?Y2' 5'-�4' 5-q°. 3'-?Y2„ 4-4 IL_ ap 2'2�`1 '^^r C 1��� y �^ ' -- ry - ,+pEpG o y 2X6I x f o P(1 O 56"W.PREFAB ' -� -1 (SAS F±REPLAGE I 5 N O Ib-5 m ' r I _ BATH#4 n-- ------*----------------------- ---------- -----TV7 OPTONAL 3b'P4 I G 0 LIVING = PREFAB GASo ROOM `fl '� i �o -_ P'REPLAGE ° I ,�- i r- O i i CA KITCHEN O r L + MASTER ° I ✓� i v, ate' MASTER , > �k t —� � I BEDROOM I �,, WALK-IN BATH L ry I , CL ;2"DEEP i I I 1_0 ; SOFFIT in 20'-10" , , I ---` -- V_ ;' `- -- ------ CN Ll t--------- I Id) * 2 DEEP SOFFIT i CV -10 _ 4-a � '-- I - I 7►I I I _ � I n I GLG.HT I I I i 2 PANTRY � 'v - � } � `3 0 i SOPF T 8. �._�� ^��+� = m BEDROOM#4 ,� �r m I I ® A/C i to I Z LL Q L L uNIT5 I - Q'-O I O ON i i n WALK-IN I CLO.HT. , CL ® DINING GONG. i SLOPEDi 1' rCL IY2' �'-2" ROOM r PAD I i GLG dJ CL i 5,.OPED , U t. WALK-I�, �� I E� r , GLG. w � I U 6 8. C L I O, .p I I 3-O' Z'-2" 15'-I I° I 0 cn o. I - DD cV _ ' - +I i.� POD 3 SHELF Qx6 ^T AZ i 0 MU DROOM q'-O' I (SLOPED , O ' - , I GL6.HT. i i GLG. 36 HIGHCOD v GUARD/ O� i i 36'KOH HALL in �'-3}�" 2'-4Y2" 5'_'1" `n HANDRAIL _ i GUARD/ S�OPEDI HANDRAIL LAUNDRY r �r� _ GLUT ' Ib"xlb 6RIL�E� 2''Sy4" � � a� +,�o i i i 7 14 I I I v i L o c,6 DN 1-5 T@ 0--' STAIR f ��R IQN UP i ` I DN I @ 0' T IR 6.►�T. .+�., m - 5-OY2.. 5,_4�,2.. I O N +>'. 0 ry cV CL n WATER I A�rIG 6>. A� K-IN p+1 +>0 Ico SELF CLOSING 20 At METER i ___----__�,, ACCESS I `� L CL V '--------------- MIN.RASED DOOR +�'J CLOSET s 12'-6/a" �� I 12-q/a" - d LAV WEATHER I I N l ' Lo p STR,PPED �O HEL= I Q DOOR 4 N u ' cr HEATER ' - =z I �' m BEDROOM#2 N 6ARA&E WALLS 4---� q-4 i BEDROOM#3 GF f n EMP RE I = in CEI L,NO TO HAVE 5/a' GLG. i G.Ass' F S DOOR J TYPE"X"GYP.BOARD lu 0. --------- i r �I GARAGE FOYER �" I w ; u� Q rr o q'-o" ; ell — LG.HT. ------------------- I i p� BATH# ATH#2 GL6.HT._ I ptlj ' ----- - -----v----- ------------Jc--------- I f O �,j, -------- ------------ --- z O Z 7 , - a_ Q DEN 0 i O_J +� ° w 6+>. O x o. � N V ,C. 2543 MT 2 254 ° °� �` l`+3 ul V \ Z co I Iq'-OY2" I I - ---- --- BLUESTONE 4'-O" 4'-8' ��_25/e., 5'-2S/4 i '1'-2s/e' 4-8' 4'-O.. I I , TERRACE EPDM P4N ' 4. , 16'0"x8'0"OVERHEAD �/2)2X6 c -� � , I ' I - (T`fP.) 2 GOLD N 10'COLUMN � � � L ------ J ' ------------------------- nn y I z;K a 33`y 3355 r COVER COVER ABOVE -J�' ' ``" m �_, �_, --i------------------- -1- ------------------ - ------- - ILJ, L_J L----------------------------- 4y2 I �3 0 I • i 2'-0" 16'-O" - b-4 5'-by4,. FLUOR AREA"D"UNIT A3-0 L NE OF WALL BELOW BASEMENT 985 SQ.FT. FIRST FLOOR. 1,848 SQ.FT - SECOND FLOOR 1.893 SQ.FT. lb lb, FIRST FLOOR PLAN TOTAL 4.726sQFT 2 SECOND FLOOR PLAN. SCALE I/4"-I'-0" GARAGE 390 SQ.FT SCALE 1/4'=I-0 0 2' 4 8' VOLUME 43.397 CU.FT. Y 1 i 4'=1'-0' EPDM ROOF ZZLu FLAT ROOF BELOW )�3 p MEMBRANE,Ya ALJM. 'K'GUTTER LINE OF WALL BELOW ` 1 PER FT.SLOPE �_� �� c a _ ~✓�~ ¢mot,'a C u,U _ 1 Q W _ v _J L-J _ _J L_J L_' O ~ U U - °e I I I I 'ALUM. K"G DUTTER -------------------------------------------------------------------- 1°' 1 T T ' � O----------i I , I , I , I I I I 1 I I I I I I cii I OI I N 1 w I Ce I I 1 1 EPDM ROOF I MEMBRANE,Ya' I PER FT SLOPE I p N O I N I i I ' 7 I I L 2 i i 2 Q } O I I I I LL /1 L - 7 i O O I I I I N I I • 1 ' O L Q L I I ALUM K I i GUTTER N . Lu i I I I I I I I 1 1 1 I I I 1 � I 1 I I O I � I I � I I I I I I I I I nl I I W V/ EPDM ROOF i 7 MEMBRANE,Ya' , L ° PER FT SLOPE I I I I � rr nn I V O I � I I I I O co TI I I I I 1 ' > I ' 0-4 Q:� Lo 1 ' N I I I , I I I I C: N I I I I I 1 I I I I 1 , ' r---------� I I E' I I I 1 I I ' ' I I I -----� I ALUM."K"GUTTER I 1 � I I I ' 1 ' o L I 1 ------------------- ----- ------ --------------- I I 1 I I I 1 1 I I L-J L.J L----------------------------t ll� EPDM ROOF ALUM K GUTTER MEMBRANE,X'a LINE OF WALL BELOW • PER FT.SLOPE a3 0 ROOF PLAN SCALE 1/4"=I'-0" 0 2 4 8 WINDOW/DOOR NOTES ALL WINDOWS/DOOPS TO HAVE MUNTIN PATTERNS.AS SHOWN ON ELEVATIONS. 2. REFER TO FLOOR PLANS TO CONFIRM WALL THICKNESS. 3. PROVIDE CUSTOM SIZE'WINDOWS AS REQUIRED L. PROVIDE SAFETY GLASS IN LOCATIONS AS REOUIRED BY CODE. METAL FLASHING AT THE HEAD OF F BERGLA55/ASPHALT FIBERGLASS/ASPHAL- ROOF BEYOND ALL WINDOWS E DOORS(TYP.) ROOF SH NGLE ROOF SHINGLE x PVG TRIM® EAVES a RAKES(TYP.) 7 12 12 12 3I 8± 2 12 12 \�`� 7± 8 STEPPED METAL z z L" v o ? `� A3.1 FLASHING AT ALL 12 `� 2 Lu 8 12� ``` ROOF TO 51DEHALL 7 �.'� '' `� Q 7 L N G 7 �� NTERSECT'ONS(TYP) "'U c 6 .K,,.STYLE WHITE 131 ---------- ------- A3 1 5 ------------------- oe ,., ro- � O- p o ALUM.GUTTERS w/ ``r TRIM •'• •�` O '- ° ' 2"x 3'WHITE ALUM. d3. r r `�` x PVC EAVES �'�'' ``�``� U U v LEADERS(TYP.) ' ` ` - rr RAKES(TYP) ac a "K STYLE 12 %PVC TRIM = 6WHITE UM. 2 _ AROUND GEMENTHOARD 12� O O �12 WINDOWS(TYP.) 2'x 5 HHITE )'4" ' � ALUM. SIDING,5 n� 7 J � � 7 LEADERS REVEAL A AT EPD A3.1 FM LEADER INTO ROOF ;p 3 I ' L EPDM PAN (TYP) aa0 T * # 2 TOSUBFL00R •-- - --------------------------- -- --------------------------------- — - �-SYSTEMI(TYP.)----- ------------- - --- -- — --------------- -------------------------------------------- -—-—- TOSU LO 2 '4 J. ItII 1tl %PVC TRIM AROUND DOORS AND ON,NDOW5(TYP.) T i %PVG TRIM CORNERS Z I tr tr a PVG TR M I I F , ' (TYP CORNERS tTYP.) N j I I I 1 UJ I I I I T 0 SUBFLOOR --- --—-- ——-- --—— —I—-- I-I ----I------------ --- --- -------- — — - — -- -- --- —-- — - ---— ——--- T 0 SUBFLOOR IRV L____ J L------J ELEG METER WATER METER CLOSET— a-- A/C UN.TS ONE FIN SH GRADE GAS METER FIREPLACE I i _____ _ i i 12"SGIUARE BLUESTONE TERRACE GEMENTlOARD WATER METET� I F N:SH I LOCAT ON w/WEATHER STRIPPED GONG.PAD LOCATION TERMINAT ON I I i '--'�ir'�r"�� I I i COLUMN ON GONG SLAB II II I I SIDING,5Ya'IrI REVEAL _ CLOSE I SRADE n BEYONP CD DOOR HEATER COVER OVER ------------- -------- -------- Z (v GUARDRA L w/ OWD GOLU N GATE 36 H I I ' ' i i -- ABOVE GRADE tT i i 'I .�L �a-- '�_��.J i GRADE ---------------------------------------------- ---1--------i I I I I i I I I Q I I I I '1 l 'i---i-- 2„SQUARE COLUMN ,31 � I I I I ,3 , I I I I Q COVER OVER Ii Ii Ii Ii > CD EGRESS a I u I WD.COLUMN LLJ W NDOWS IN i - ----- LLlWELL w/STEPS T 0 SLAB -_-_ - T O SLAB O jp O_-_---_-_ -.-_-_-_-_-_-_-_-_-_-_-_-.-_-_-_---.-_-_-_-_-.-_-- 1-_-_---_-.-_B r ------------------------------------------r r��L- --J� -------- N Z ui Q LL 2 SIDE ELEVATION ,3 FRONT ELEVATION x SCALE 1/4"=I'-0" SCALE 1/4"=1'-0" LU U J cn Q w U <t 0 N FIBERGLASS/ASPHALT ROOF BEYOND F 5ERGLA55/ASPHALT METAL FLASHING AT THE HEAD OF � ROOF SHINGLE ROOF SHINGLE ALL WINDOWS I DOORS(TYP) x PVC TRIM® � EAVES d RAKES(TYP.) 12 7 12 12 �12 � 6 'fC' STYLE 8 7±p 7 12 WHITE ALUM. �'� •`. A3 I A3 I 12� 8 GUTTERS w/ 3 12 5 �. A3 .�Q -- 3 3 2 x H Z 12 ALUM. 7 LEADERS (TYP) -A N o � o m r— aSTYLE 12 all 0� WHITE ALUM. 12� O of 6UTTERS w/2 x 5' ' - ' CN I r 3 J Lo EPDM PAN LEADERS(TYP) � `p � � 12 FLAT EPDM FLAT EPDM Q ^^`` -ROOP —_ T 0 SUBFLOOR 2—. ROOF —-—-—-—-—-—- -—-——-—-—-—-— -—-—-— —-—-——---—-- ——————---— —_ W N• T 0 SUBFLOOR � J s/4 PVC,TRIM Z ^` AROUND rl DOORS AND WINDOWS '— (TYP.) 12'SQUARE N GOLjMN p O COVER OVER ' WD.COLUMN co a— - --- - - - - T 0 SUBFLOORAkI — ----------- 4 III iIIrI ------------------- , 1I OL TOSUBFLOOR------------ -------------— — ------------ BLUESTONE FINISH GEMENT80ARD FINISH GRADE PVC TRIM AROUND DOORS LEADER INTO DRAINAGE II s/a PVC TRIM ATE 36 H. PAVER TERRACE GRADE SIDING,SYa AND WINDOWS(TYP.) SYSTEM(TYP.) CORNERS(TYP.) :U�RDRAIL / (7M5ENT5OARD J 3 Ap,QVE GRADE 3.1 REVEAREVEL ------------------------------------------- L_________--------------------------------------------JL-- I GENERAL NOTES: I cr 12"SQUARE I i I SEE EXTERIOR ELEVATIONS 8 SECTIONS FOR ALL R 0 8 TOP PLATE HEIGHTS.UNLESS I I 12"SQUARE I I I I I I COLUMN i OTHERWISE NOTED. i i COLUMN • i i i i i i COVER OVER i 2 ALL WALL DIMENSIONS ARE TO FACE OF STUD/FRAMING.UNLESS OTHERWISE NOTED i COVER OVER HD COLUMN + I 3 2x6 NOM.EXTERIOR WALL FRAMING 8 2x4 NOM INTERIOR WALL FRAMING.TYPICAL ' I WV.COLUMN UNLESS OTHERWISE NOTED 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I TOSLAB p —_—_— i i i i T O SLAB p II --------I---------------------------------------------------------------I-+- -T-T-------------------------------------------------------------------r�------------------------------------ D ------------------------------------------------ I I I L---------------L----------- --------- ---------------------------------------------------------J L------------------------------------------------------------------------------------------------------------------JII 3 REAR ELEVATION 4 SIDE ELEVATION 0 2' 4' 8' SCALE 1/4'=I'-O' SCALE 1/4'=1'-0' 1/4"=I'-0' METAL FLASHING AT THE HEAD OF FIBERGLA55/ASPHALT Ix PVC TRIM o ALL AINDOW5 E DOORS(TYP.) ROOF SHINGLE EAVES d RAKES(TYP.) 7 2 12 "3 I 7:� 6' °K"'5TY-E 8 7+ 12 12 v�IHT i,E ALJM. 12 8 GUTTERS w/ -'31 7 12� 13 1 2"x 3"WHITE .13 1 5 ALUM. LEADERS (TYP.) � Z Z W U C7 O -f cD ROO'=BEYOND--� N m o o a FIBERGLASS/ASPHALT N Q- Ij- ROOF SHINGLE i X T UA "a ` O = O 0 ;0 po 0 7 N 12 O O -3 1 U V =v • 0 12 I oc ' � 7 J d3 - L 12 a 12 �' 3 `. 12 FLAT EPOM 12 2 lop TO SUBFLOOR ROOF- --------- ------------------------- - 11011, - C. Go I � � oOC 6, ,K, 5T`I'L.E WHITE ALJM. GUTTERS w/2"x 3" p r WHITE ALJM. ry OL EPDM PAN 4-EADERS(TYP.) -------------------------------------- FLAT90=M- ----------- --- T 0 SUBFLOOR — 2 Zia - ------- ---- ----------- - --------------- ---------------- -- vi I 5/4 PVG TRIM rr--I�--i i--r,--Ir--rr-1T--�----------- Z AROUND i DOORS AND ;; i i i i i ;i 5 LEADER N-O GEMENTBOARD WINDOWS I I 1 1 i i i i 1 1 /4 PVG TR M DRAINAGE CORNERS(TYPJ I ' I I > cv / ) 36"H.PVC I I I I 4 AROUND 51D'N6,5Y4" I ' I I Lu TYP, I I I I I I I _J l J j = I 6UARDRA L I I 1, I I I CEMENTBOARD DOORS AND 1 A NOOV45 I I I 2'5011ARE �p I i I i 5 DR VEAL COLUMN 1 I 0 COVER OVER ' 12"SQUARE 2"SGiUAR I I I E � -rr--�--TI- GOL.MN O WD.GO�UM►v i 1 I I I COVER OVER COLUMN i I I I 1 1 I-I COVER OVER 'I I 1 ' STEPPED IND.COLUMN I I I I FOUNDAT"ON WALL AD.GOL�MN Z N ---- T 0 SUBFLOOR I O_ O gT 0.SLAB u - --------------------------- <--- --------------------------- 2"SQUARE - - -------2x#p.T.?Cr. ------------------------------------------ L, }- I GOLD REGE$5ED INTO GONG.FND.l & � O --- ---------------------- --- ------------------------- ---------� LL) COVER i OVER HP, FINISH GRADE ; SIDE ELEVATION w/ WALKOUT Lj GOLJMk i I I I J I I .p 1 i t---------- r i 2 - - SCALE I/4"=I'-0" �- la it 2x4 P.T.HD. _ __ ---------� O z i P.T rr1 NAiLERS 2x4 AiiERS i i i RECESSED NTO Z W rn I 11 END OF GONG. Q LL. RECESSED INTO 1 r' '=61 ' FND.WALL X END OF GONG. i i 1 LL FND.Y4A&-- 1 I �� I I W T 0.SLAB U Q Lu --- -- -—-—-—- ---------_-------_..-.._.—.—_ Li _ g Luo CEMENTBOARD i I 4 1 FINISH 6RADE 1 SIDING,5Y4' F,BER6LA5S/ASPHALT � --REVEAL-- J `/ � J �/ l METAL FLASHING AT THE HEAD OF ----------------- ALL-WINOOW5 t DOORS(TYP.) ROOF 5HINGLE ------- ------------------ ------------------- f l i , I I L ------1-----------------------._----. -_1._______J x PVC TRIM o EAVES$ REAR ELEVATION w/ WALKOUT RAKES(TYP.) 131 SCALE 1/4"=1'-0" 12 12 12 7+8± 12 12 ���� 8 STEPPED'YE-AL 12� �� .131 FLASHING AT ALL W _3 I ROOF TO 51DEWALL z 6' 'K" STYLE WHITE ---------- ------- 7 -- �� _Nv ER5EG71ON5/YP.) ALUM.GUTTERS w/ y3 I 5 •� 2"x 3"rVHITE ALJM. -EADER5(TYP.) �%r `�`� V O N GEMENTBOARD ��.\ O �O SIDIN6,54' 5/4 PVC TRIM LL co REVEAL 12 _ ; O 12 AROUND 12 DOORS AND W 12 O O WINDOWS(TYP.) 7 1 7 w Lo =3 1 131 FLAT EPDM Q (V >n LEADER i NTO ROOF • TO SUBFLOOR$-2 N SY57EM(TYP.) i � W tr I 2 _ E 1 � c- I--------1 r--------I 00 1 I 1 I 1 I I I I 1 I 1 I I I I -- ---- --T T--Tr--r,--ter -r1--�� I 11 II it II I t ELEC.METER WATER METER CL05E7 A/G UNITS ON L FINISH GRADE GAS METER u w/WEATHER STRIPPED GONG.PAD 1 1 1 1 I 1 1 I 13b"H.PVC LOGAT ON LOCATION 1 1 I DOOR�NEATER I GUARDRA,- II 1 II II i - I 1 i t I I �p GEME'NTBOARD F'REPLACE u i 1 2 SQUARE I 5 DING,5Y4' TERMINATION i s COLUMN • REVEAL COVER OVER I I HD•COLUMN 2x4 P.T.WD.HAILERS o Ib"o.G. u 1 I RECESSED INTO GONG.FND.WALL 1 u i i 5/4 PVC TR VCN CORNERS(TYP.) I I I STEPPED T O.SLAB B rJL------------------------------------------------------------------------------------------------ --------------MUNMATI0-N.IHALL 1 I r L------------------------------------------------------------------------- I I I----------------------------------- FINISH GRADE SIDE ELEVATION w/ WALKOUT 0 2' 4' e' I LEADER INTO l SCALE 1/4"=1'-0" ------------------ L� DRAINA6E I L___---------------------� SYSTEM(TYP) L---u FLAT EPDM ROOF SLOPE Ya'PER FT 5LOPE Y4 PER FT on 7± 12 N8± Z Z W e C W 0oG y N, U 1. H H H >O p 0 W U ¢ OC 0 W O H O r 5 Q N.. U = D U = o � a T MASTER WALK-IN D HALL BEDROOM#3 FLAT EPDM BATH _ CL FLAT EPDM ROOF 4 ROOT O� �► 12 12� 12 FLAT EPDM 2 12 f f ROOF _- -- i T 0 SUBFLOOR�2 �r 9 9 O NSULATE p i PERIMETER OF GARAGE N KITCHEN v PANTRY MUDROOM - o GARAGE o p N T 0 SUBFLOOR I > O w ---------- SLQP _f Egfl------------ - TO SLAB @ DOOR V�• FLOOR OVER V) N JNFINISHED * i - Z04 UNFINISHED SPACE"TYP} O 2"SQUARE UTILITY 2'SQUARE � 1- } COLUMNN5ULATE COLUMN r 1 HALL COVER OVER ADJACENT TO S O COVER OVER L J HD.COLUMN JNF NISHED WD.COLUMN V) 70 SPACE TYP) 4it�� TO SLAB p Z 0 O�' Z J Q LL n BUILDING SECTION m SCALE I/4"=I•-O- cy- w U �u �- w u Q 0 cn 0 FLAT EPDM ROOF � SLOPE 4'PER FT SLOPE Y4 PER FT. O 2 VJ 2 Q 7 Z r� � V 0 O CV _ � WALK-IN WALK-IN = CL CL `v L0 Q N O� T 0 SUBFLOOR 2 (y J � N N DINING vI PANTRY ROOM of 0 00 TO SUBFLOOR� �-NSULATE r FLOOR OVER T ..NF I N I SHED FINISHED SPACE(TYP) UNFINISHED v BASEMENT UTILITY it O; !N5UL.ATE WALLS ( ADJACENT TO i UNFINISHED I SPACE(TYP.) _1 t -_ T 0 SLAB__,$�p 07 0 n BUILDING SECTION SCALE 1/4'=1'-0' ROOF CONSTRL)CTION, SEE WALL SECTIONS ROOF CONSTRUCTION, 2xb AD.LADDER 2xb AD.LADDER 36 H.PVC, ROOF CONSTRUCT ON, 2x AD.BLOCK N6 SEE WALL SECTIONS w/BLOCK N6 a ROOF CONSTRUCT ON, w/BLOCK:NC a ROOF CONSTRUCT ON, �6UARDRAIL SEE WALL 5EGT ON5 BETWEEN RAFTERS ALUM.'K' METAL b o.c. SEE WALL 5EGT ONS METAL Ib b c SEE WALL 5EGT ON5 DRIP DR'�P DECK GONST. GUTTER I EDGE _0 2 EDGE 55/4 SEE WALL SECTIONS I-0Ya 12 IMP50N H-4 OR DRIP METAL 2 I METAL H- HURR;CANE EDGE 12V PVC a -9 t I EDGE DRIP 12� GLI EACH TRI M. '� Ix PVC RAF (TYP; ALUM."K` n! I PA NT TR M, M."K I CUTTER r- PA NT 5'MP50N H-4 OR L. x8 PVC :n 6UTTER B 1s/4 H-5 HURRICANE TR M, ' , ) i BEAD RD W v o a r' Y. ZZ j� �co GL P a EACH Ix PVC, �D I PA NT RAFTER(TYP) TRIM, 7 -� x6 PVG , AD BLOCK NO o W U x �' AD.BLOGKiNG PANT r x PVG TRIM, 5/4 PVG TR M, i ® b o c. o�++ BEADHOARD PA NT 3/a PANT b� P.T.WD.BEAM x PVG TRIM. V = �� �~ EXT WALL %PVC TR M 6" I �" 12 SQUARE EXT WALL EXT WALL , x PVC TRIM, '� �, PA NT u " a x PVC TRIM, EA.5 DE OF i i COLUMN I PAINT Ia CONSTRUCT ON. CONSTRUCTION, CONSTRUCT ON, N PAINT SEE WALL BEAM,PA NT I COVER OVER 5EE WALL SEE WALL 2'SQUARE %PVC,TR M WINDOW AS E OF 5EGT ON5 ' WD COLUMN SECTIONS SECT ON5 COVER OVER BEAMCOLUMN EA. DPA NT i ' 2 SQUARE SCHEDULED 1 AD.COLUMN I i COLUMN D 5 MAIN EAVE DETAIL PORCH EAVE DETAIL MAIN RAKE DETAIL DORMER RAKE DETAIL DECK DETAIL COVER OVER � C. SCALE 1-1/2"=1'-0" r V� /i l 8 9 WD.COLUMN SCALE 1-1/2"=I'-0" SCALE 1-1/2"=1'-0" SCALE 1-1 2"=1'0" SCALE 1-1/2"=1'-0" n PORCH EAVE DETAIL SCALE 1-1 2"=1'-0" f 9 q O NOTE vi TYP.ROOF GON5T PRIOR TO INSTALLING SHINGLES INSTALL GRACE"ICE 8 Z WATER SHIELD"OR APPROVED EQUAL SELF-ADHERED 0 • ASPHALT/FIBERGLASS TYP FLAT ROOF GONST RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES TYP FLAT ROOF CONST / N ROOF SH NGLE • EPDM MEMBRANE EAVES RAKES VALLEYS HIPS ROOF-TO-WALL • EPDM MEMBRANE uj w • 5#BU'LDING PAPER • 3/4'TIO EXT PLYWD. INTERSECTIONS AROUND ALL ROOF PROJECTIONS AND ENTIRE • 3/4'Tdb EXT PLYWD • 5/6 EXT-PLYWD 5HEATHIN6 2 SHEATH;N6 ROOFS THAT ARE FLATTER THAN A 312 SLOPE DIRECTLY TO SHEATKN6 • ENO NEERED AD ROOF • 2x10 TAPERED AD. ROOF SHEATHING INSTALL"ICE 8 WATER SHIELD"FROM THE • 2x O TAPERED PO. TRUSS w/SPRAY FOAM 2� RAFTERS®16 oz. EDGE OF THE ROOF TO MINIMUM 24"INSIDE THE EXTERIOR RAFTERS 0 16 o.c. � ROOF CONST..SEE EXT WALL CONST. NSULAT ON • 2x4 GL6 JOISTS WALL LINE INSTALL PER MANUF INSTRUCTIONS • 2x4 GL6 JOISTS DETA L 2/A3 I SEE DETA L 2/A3 x PVC,BEADHOARD _• Ix PVC HEADBOARD Q 04 I - O 2 T 0 SUBFLOOR ---- _----- JkT 0 SUBFLOOR -------- -- _ T 0 SUBFLOOR - SLOPE Y'PER FT ---_-_ T O SUBFLOOR ------------.-- SLOPE Y PER FT. -_---- Lu N -- ---_�---- - 2 - -4 --� o EAVE w/ EAVE w/ If 0 - CUTTER, ' I GUTTER, I i � I SEE DETAIL I I V) SEE DETAIL I I _ TYP.SECOND FLOOR CONST. J ~ -EXT WALL CONS-, 3 t _L_� EXT WALL CONST.. U z • FIN'5H FLOOR EAVE"'/ i i i SEE DETA L 2/A3 I i i SEE DETA L 2/A3. LLJ ' • 3/4'T6 6 PLYWD. GUTTER, I i cry EAVE w/ I` 1 5UBFLOOR SEE DETAIL i I I Z J Q LL_ CUTTER, -- -*- - • 2'FLOOR JO ST SEE DETA L 3/4"PVG 9 5/a GYP BOARD,PNT ' BEADBOARD A 12 SQUARE WINDOW AS COLUMN ' i DOOR AS ' i w SpF�IT I DOOR ASdj SGHEDJ�ED COVER OVER I i SCHEDULED i i SCHEDULED V) Q AD COLUMN I ' w U Q < lu I Lail i W m DOOR AS = TYP EXT WALL = i m m = SCHEDULED p • CEMENT p 0. O ! 2 SQUARE O m CLAPBOARD m COLUMN TYP.TERRACE • BUILDING WRAP - O COVER OVER O O ,- p 36 H.PVC Wp COLUMN - O O • IY2"RANDOM Y� EXT.PLYWD. ' d3 TYP FIRST FLOOR GONST ar ' 6 m GUARDRAIL ' SHEATHI N6 i BLUESTONE ON MUDSET • 2xb AD STUDS I 4"REIN.GONG.SLAB 2 6 o.c-w . F NISH FLOOR / Ti C PLYWD. W • 6"COMPACTED SPRAY FOAM • GRAVEL BASE ON N5ULAT ON 5UBFLOOR 7 COMPACTED SOIL • 6'FLOOR JOIST i L FIRST FLOOR CONS', •��GYP.BOARD. . 5/,5'GYP BOARD.PAINT F'R5T FLOOR GON5T, FIRST FLOOR GON5T = ` SLOPE/a"PER FT. SEE DETA L 2/A3. PAINT --- SLOPE/a'PER SEE DETA L 2/A3.1 O SEE DETA L 2/A3. ' I � V T 0 SUBFLOOR ------- I T 0 SUBFLOOR - IAhT 0 SUBFLOOR CN _-_---_� - I T 0 SUBFLOOR O • .• i I F!N GRADE^ Z _ I I � A3 1 I I > CN • __I I P.T.AD LEDGER w/ z •" TYP.GONG.FND.WALL CONST. I I -O GONG. i ; METAL FLASH,N6 ON TOP Q C SONOTUBE I I TYP.DECK CONST. ^` • �1 .� FOOT N6 I - VJ • PROTECT'ON BOARD , -COMPOSITE DECKING � N • WATERPROOF SYSTEM ( i ' •. � � - Ii1 • • '0'REIN.GONG.WALL i i • 2x12 P.T KID JO STS®I6"o.c FOUNDATION WALL, .)2"AIRSPACE FOUNDAT ON WALL, SEE DETAIL 2/A5.I • 2x4 WD.STUDS®I(o ox, L--__--__-� ,. SEE DETA L 2/A3.1 ,� •• w/SPRAY FOAM - TYP.PAVERS • NSULAT'ON(F'N.AREAS/ I I i b FOUNDAT ON WALL w/ • w Y2'GYP.BOARD.PAINT Y,"RANDOM ar i = REIN GONG.FOOTING (FIN.AREAS) BLUESTONE w/SAND SWEPT JO NTS SEE STRUCTURAL DWG s NOTE • 4"SAND BED DOOR AS 0 N 'HOOD • 6'COMPACTED cs FOR MORE NFO. ALL IN DIRECT TYP GONG.SLAB CONST 6 GRAVEL BASE ON SCHEDULED N • CONTACT N/ a !• 4 REIN,GONG.SLAB COMPACTED SOIL 12"SQUARE r •, CONCRETE • 10 MIL.POLY VAPOR �-COLUMN SHALL BE BARR ER PRESSURE •. 6 COMPACTED .. COVER OVER CONC.SLAB,SEE TREATED GRAVEL BASE ON GONG SLAB,SEE AD.COLUMN GONG.SLAB SEE • DETAIL 2/A5. COMPACTED 50 L DETAIL 2/A5. DETAIL 2 A3 B T 0 SLAB -- ---- �- .• D TO SLAB - p T 0 SLAB ----------- . . D TO SLAB ---------------------------------- � a D • •� .� D . • D a •• a a •� 4'PERF ORA N 0 ---- - - 4'PERF.DRAIN 0 4 PERF DRAIN O -- - - - PIPE IN COURSE P'PE N COURSE P PE N CO'LoR5E GRAVEL,WRAPPED RE N.GONG.FOOT NIS. GRAVEL,WRAPPED REIN.GONG.FOOT NO, GRAVEL,WRAPPED --RE N.CONC FOOTING, zj 2 RIG D NSULAT ON IN FILTER FABR C, SEE STRUCTURAL DWG's N FILTER FABRIC, SEE STRUCTURAL DW6's N FILTER FABRIC, SEE STRUCTURAL DW6's 2-0'M;N.EA. CONNECT TO DRAIN - FOR 10 GONG. MORE NFO CONNECT TO DRAIN FOR MORE NFO. CONNECT TO ORA N-� FOR MORE NFO. � DIREGT'ON FOR SONOTUBE .9 ENTIRE LENGTH OF ��) l\\ FOOTING m WALK-OUT FMAR L WALL SECTION 2 WALL SECTION 3 WALL SECTION SCALE 1/2"=1'-0" SCALE I/2==1'-0" SCALE 1/2"=1'-0" I I i •4"PERF.DRAIN RE N.GONG.FOOTING. `--------' PIPE IN COURSE • ::.- SEE STRUCTURAL DW65 6RAVEL,WRAPPED FOR MORE INFO. WALL SECTION CONNECT TO DRXN FABRIC, SCALE 1/2"=1'-0" 5/4 PVC SLOPED TAPE OVER METAL GAP w/PVC DRIP FLASHING REF.DW6'S FOR HEADER NEW NINDOW a DOOR NSTaLLATION NOTES 5COTIA(TYP.) (TYP.) 5 ZE FOLD SELF-ADHERED CONTRACTOR MUST INSTAL-ALL WINDOWS AND DOORS PER 5/4 PVC HEAD 5/4 PVC SLOPED GAP u RUBBERIZED FLASHING INTO MAW'N SPECIFICATIONS,WOOD-ULTREX INSTALLATION FOR CAS,N6(TYP.) w/PVC,SCOTIA(TYP)- OPENING AT JAMBS S NEW WOOD FRAME CONSTRUCTION DATED 5 22 17 INTEGRITY NSTALL OVER SILL END OUTSWING FRENCH DOOR WOOD-ULTREX SER ES 1 SELF-ADHERED GAP DAMS(TYP I INSTAL A-ON NSTRUCTIONS DATED 7-25-17 WINDOW ROUGH RUBBERIZED FLASHING OPENING PREP a FLASH NG METHOD A-1 MEMBRANE DRAINAGE 5/4x6 PVC AMB OVER HEAD NA-L'N6 WINDOW R 0 HT SYSTEM DATED 2-22-4 GAS�N6!TYP.) Z 2 Us �� c� FLANGE(TYP) SEE EXT ELEVATIONS 09 BACKER ROD AND I ,`;;O @ N °v SEALANT AT OF WINDOW N5ULATED GLA55 p W U o '" ¢- - WINDOW SEE EXT ckc o Lu c o p o FLANGE(TYP.) ELEVATIONS S WINDOW O i SCHEDULE FOR TYPE U x y a 2'HISTORIC PVC U 5�1_1"w/DRIP oe rj ' 2'PVG a --' RUBBERIZED PAN 5 5TORIC L TYP.ROOF GON5T. FLASHING SYSTEM w/ENDLL GAP DAMS a BACK DAM • ASPHALT/F�BERGLA55 D BETWEEN WINDOW UNITS 5/4x4 APRON(TYP) ROOF STOOL TRIM(TYP) TYP. EXTERIOR • 50 BU DII N6LPAPER p G.a �F PAN FLASHING STOOL DOOR CASING • 5 /e EXT PLYWD SHEATHING �1 EN6 NEERED WD.ROOF d m SCALE 1/2"=1'-0" TRU55 w/SPRAY FOAM 2 * f N5�_ATI ON 7±p TYP EXT WALL 9 CONSTRUCTION 12 •9 TYP. WINDOW DETAIL EAVE w/ e±� SCALE 1-1/2"=1'-0" GUTTER SEE DETA.L I TYP.ROOF CONST • ASPHALT/FIBERGLASS ROOF SHINGLE • 5*BUILD'NG PAPER • %'EXT.PLYWD.SHEATH NG 3 2 I i • ENGINEERED WD ROOF 12 vi I TRU55 w/SPRAY FOAM 7 Z WINDOW AS ; i r NSULAT ON O SCHEDULED v� I I W T Q > ~ J W = Q O ---------- — ck� WD.WALL i i ol� FRAM'NG, EPDM ROOF HD.5 LL SIDING B PLATE SHEATH NG i r GUTTER/ I J BELOW TH;5 BELOW THIS O SEE DETA L F- CV ROOF CONSTRUCTION. F— POINT HAS POINT HAS 12 O TO BE P.T. TO HE PT --'---- -- �cone vn. SEE WALL SECT ON5 12P ----- - -- Q CV —" —_-----' 2x HD.BLOCK N6 ROOF GONST.,SEE T_ 95; BETWEEN RAFTERS DETAIL 2/A3.I O w +- Z TO SUBFLOOR. —_—_—— z <i V) d) FINISH 4 z1<4 4 METAL 2� -- O _ z MULCH `p DRIP EDGE REAR AL,jM 'K' DORMER U • ------- - 3 Z m GUTTER r-- 5/6,'YPE x,GYP SCALE I/2"=I'-0" w N CONCRETE 4 53j4' l0 I I BOARD it INSULATION J Q LL F NiSH FOUNDAT ON HAS �3 I G ABOVE GARAGE J Q GRADE TO BE ABOVE I I ZT 0 SUBFLOOR U GRADE °� _ —-- SIMPSON H-4 OR cam WAO4s H-5 HURR CANE I NLu r GL P®EACH 2'SQUARE ��----- -;--� F O U N D A T I ON DETAIL RAFTER!TYP) COLUMN 7 SCALE I-I/2"=I'-0" Ix PVG TRM, COVER OVER PAINT_ HD BLOCK NG HD COLUMN I I 775ECOND FLOOR GONST � SEE DETA L /A3 I WINDOW AS tv I I L SCHEDULED WALL SECTION O PVC SILL S i to J SCALE 112"=1'-0" APRON,PAINT- m � —OVERHEAD DOOR O EPDM ROOFING,RUN UP 5,DE5 S UNDER i m WINDOW,ON 5/4'Td6 EXT PLYWD SHEATHING.ON TAPERED FRAM NG 'Ile 6ATE 56'H w/H. z SLOPE/4'PER FT ABOVE GRADE—2 EXT.WALL CONSTRUCTION, V O ---EXT.WALL GONST., N SEE HALL SECTIONS SEE DETAIL 2/A3 O I CHAMFER m • BOTH SIDES r--- 1 T 0 SUBFLOOR _ __ T 0 SUBFLOOR _ ROOF GONS N,TRUGTI I O -3 SLOPE Y4'PER FT I - N � TO SLAB i I F N GRADE �/•) SEE WALL SECTIONS @ DOOR DORMER WINDOW DETAIL ••°• _ c� SCALE 1-1/2"=1'-0" ,a EGRESS STEPS FIRS`FLOOR CONS- DRI VEWAY, '•°• SEE DETA L 2;A3 SEE 51 TE PLAN GONG SLAB,SEEon W ROOF CONSTRUCT ON. DETA L 2/A3.1,NO a SEE WALL SECT ONS R'61D NSULAT ON •— 2x WD.BLOCKING ° °•• _ BETWEEN RAFTERS �I •° N OT8"FOUNDAT'ON WALL w; � • C -py � 2 REIN GONG.FOOT NC .•° a �� SEE STRUCTURAL DW6 5 METAL 12 FOR MORE INFO. DRIP 7 EDGE WALL SECTION •.° ° b GRAVEL w/DRA N TO FOUNDATION ALJM.'K" SCALE 1/2"=1'-0" °• •t ;p x. PER METER DRA N GUTTER SIMPSON H-4 OR 30 H-5 HURRICANE MIN. CLIP®EACH ° "• ° DETA L 2A SEE A3 RAFTER(TYP.) HD.BLOCK N6 T 0 SLAB g z �I ®16 o c - -- - -,—— -IT--- Ir CN4 EXT.WALL NOTE °.• .D x PVC TRIM, CONSTRUCTION, PRIOR TO INSTALLING SHINGLES INSTALL GRACE'ICE a ••° m I`�t� PAINT- SEE WALL WATER SHIELD"OR APPROVED EQUAL SELF-ADHERED t W NDOW A5 SECT ONS RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES ' ►i •e •• SCHEDULED EAVES RAKES VALLEYS HIPS ROOF-TO-WALL NTERSECTIONS AROUND ALL ROOF PROJECTIONS AND ENTIRE 6 E AV E DETAIL ROOFS THAT ARE FLATTER THAN A 3 12 SLOPE DIRECTLY TO 4'PERF.DRA N P'PE N COURSE REIN GONG FOOT N6, SCALE 1-1/2"=1'-0" ROOF SHEATHING INSTALL"ICE a WATER SHIELD"FROM THE GRAVEL,WRAPPED N F LTER SEE STRUCTURAL DW6's EDGE OF THE ROOF TO MINIMUM 24'INSIDE THE EXTERIOR FABR C,CONNECT TO DRAiN FOR MORE NFO. WALL LINE INSTALL PER MANUF INSTRUCTIONS WALL SECTION SCALE 1/2"=1'-0" J. 3-r'-0° FOOTING 56HEDULE CAMERA•O'NEILL ��AG E FOOTING 51ZE REINFORCING CONSULTING ENGINEERS 15'-10' 15'-10' Structural Eng veer ng•Design F3 3'-O'x3'-O'xl2'THICK (4#4 E.W.BOT. F4 4'-O'x4'-O'xl2'THICK (5)$5 E.W.BOT. ioi C ocktower Square Portsmouth,RI o2Bn 1'-4° I'-4" I'-4° 8' Camera/O'Neill aois7a•�9a3 ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, s r mn C a-ee,s GUT-OUTS.UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS. AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH PROVIDE d IN5TALL 51MP50N 4 CIVIL,6EOTECHNICAL.MECHANICAL,ARCHITECTURAL AND ABU66 STANDOFF BASE d 3'-2" 50.1 10°VIA.REINFORCED 3-2' 3'-2" ALL OTHER TRADES'DRAWIN65 PRIOR TO CONSTRUCTION EPDXIED THREADED ANCHOR GONG.FT6.REINF. or �,-0, Jo S0NOTUBE PIER,TYP. ROD(6°EMBEDJ - (BELOW 6RADE1 -1 #4 BARS®12° A p O O O.G.E.W.,BOT. r, ? 7 66 t :� U ZZW a) °. r F N > C O LU .� O ~ °a 0) t24'-I' CHORD.W/ARGHL t1'-5" p 4 U i.z o PERMIT SET " _ ~0 3'-2 50.1 10'DIA.REINFORCED 3'-2 3 2 Q U J. FASTEN FIRST WALL FASTEN FIRST WALL PIF SONOTUBE PIER TYP. STUD TO GONG FDN. 9 STUD TO GONG.FDN. - SOW 16NRADEE) GONG.FTR RE NF ��W/>s4 BARS®12' WALL W/HILTI TYPE X-U r50.1 WALL W/HILT]TYPE X-U I b O OG EA BOT. POWDER ACTUATED POWDER ACTUATED 50•I _ FASTENERS AT 16"O.G. ---J STAGGERED [B.O.F.-14'-O°] FASTENERS AT I6'O.G. _ J (�.HF._I4'-0°] _ STA66ERED ^t T.O. - T.O.SHELF ' [-10'-2°J � ,1j T.O.WALL 7 [-10'-2'] [B•O F.-10'-10°] T.O.STEM 6 DOOR T.O.HALLO 50.1 T.O.STEM= I~i = [-10'-2'] SIM [-q'-6'] T.O.WALL PROVIDE d INSTALL BEAM POCKET T0- ®BEAM POCKET p 4 O T.O.WALL ' [-5'-10"] Q Q ACCOMMODATE STEEL BEAM,PROVIDE [-I'-4°] Q Wx4"x�'BEARING PLATE T.O.WALL °'j - [GOORD.W/ o ARGHL] u_ u; p `^ T.O.WALL STEPS '^ WATERPROOFING J 8 COORDINATE 14'-8�1s° AND DRAINAGE W/ T.O WALL STEPS m PROVIDE(4)FULL m HE16HT 05 VERT.BARS ARGH'L DW65. AT WALL STEP FT6 STEPS J PROVIDE(4)FULL FT6.STEPS Z HEIGHT#5 VERT.BARS O AT WALL STEP - °O.G. N l0 w T.O.WALL S �y T.O.WALL S o f [-0'_5'4'] 'FF��oC F4 [-0'_541 ^ J '7F�-f F4 o c z TYP z TYP b: _� u; 3 3f 3 O °ZZ °ZZ CN Uj J g z CL op �5\ 0 CV 0 50.1 m 50.1 �rq m � i PRO IDE d INSTALL Y2'GAP AND -PROVIDE d INSTALL YY GAP ANDBA54 PLATES AT ALL W% Z 10"WALL COL TYP.BASE PLATES 10"WALL 10"WALL BA PLATES AT ALL W-6 Z GOL MN5 TYP.BASE PLATES l� SH BE SUBMITTED W/STEEL 5H BE SUBMITTED w/STEEL O O 1'-10"FT6 SJ�F q `5HO DRAWIN65 I'-10"FT6 I'-10"FT6 S� p4 DRAWINGS LL_ �c�< 4 57FF�4 L� 57F 4 � w U Q COL COL to 0 T.O.SLAB T LAB 5 _IF L.V.L.BEAMS OR FLUSH ELEV.-W-6" ELEV-cl'-b' O BOTTOM CHORD BEARING Q r IF L.Q.L.BEAMS OR FLUSH 50.1 iv O TRUSSES ARE PROVIDED: N p BOTTOM CHORD BEARING PROVIDE d INSTALL BEAM I SLAB DETAIL TRUSSES ARE PROVIDED: I SLAB DETAIL L 'i POCKET AND P.T.BEARING u; PROVIDE d INSTALL BEAM O PLATE AS REQUIRED TO W, �� 4 POCKET AND P.T.BEARING in 50•I S ACCOMMODATE BEAM. . ' � ; PLATE AS REQUIRED TO L ACCOMMODATE BEAM. PROTECT UNTREATED LUMBER 4"NORMAL WT.GONG. j WITH BUILDING FELT L 4"NORMAL WT.GONG. PROTECT UNTREATED LUMBER 5LAB-ON-GRADE. ^12'THICK GONG.FT(7. j WITH BUILDING FELT SLAB ON-GRADE. ? 3 -T.O.WALL S SEE DETAIL T.O.WALL� ° REINF.w/04 BARS -T.O.WALL S SEE DETAIL � ®BEAM POCKET �F(� F3 0 BEAM POCKET �� 12'O.G.E.W.,BOT. 6 BEAM POCKET �F(�� F3 �®BEAM.O. - SIM IV �BE�OWMI6RADE] ["I'-�'4"] _ 51 M �p [ 4 b � IF L.V.L.BEAMS OR FLUSH % 1 BOTTOM CHORD BEARING IF_1.V L.BEAMS OR FLUSH O N TRUSSES ARE PROVIDED: 50.1 BOTTOM CHORD BEARING Z ° p m PROVIDE d INSTALL BEAM p - m TRUSSES ARE PROVIDED NO (B.O F-IO'-10] POCKET AND P.T.BEARING PLATE [B OF.-10'-10] 3 O • AS REQUIRED TO ACCOMMODATE b"wAl L in PROVIDE d INSTALL BEAM o NO . , _ POCKET AND P.T.BEARING PLATE x : + BEAM.PROTECT UNTREATED ;n _ c % AS REQUIRED TO ACCOMMODATE S LUMBER WITH BUILDING FELT `T.O.WALL _ BEAM.PROTECT UNTREATED Al LUMBER WITH BUILDIN6 FELT N VJ I \ IF L.V.L.BEAMS OR FL1151i F L.r1.BEAMS OR FLUSH T.O.WALL tN THE EVENT OF SEPARATE BOTTOM CHORD BEARING T•O WALL i >, Lo N BOTTOM CHORD BEARING ®BEAM POCKET ®BEAM P KET IN THE EVENT OF SEPARATE TRIES ARE PROVIDED: E O [_I•_6y4.] POURS,PROVIDE d INSTALL TRUSSES ARE PROVIDED: Q POURS,PROVIDE d INSTALL PROVIDE d INSTALL BEAM ,_ PROVIDE CONT.04 BA >s5 x 30'LONG DOWELS® PROVIDE d INSTALL BERM [--F�'4] OVI i a5 x 30'LONG DOWELS® POCKET AND P.T.BEARING PLATE CENTERED AT TOP OF (ALL 12"O.G.VERT.DRILLED d POCKET AND P.T.BEARING PLATE T.O.HAL G O� 12"O.G.VERT.DRILLED d A5 REQUIRED TO ACCOMMODATE O ®BEAM POCKET AND CONTINUOUS BEVEL 2x3 EPDXIED INTO FDN.W/6" A5 REQUIRED TO ACCOMMODATE p ®BEAM POCKET GO � N EPDXIED INTO FDN.I^1/6" BEAM.PROTECT UNTREATED S [-I 4 4'] SHEAR KEY AT WALL BA EMBED. BEAM.PROTECT UNTREATED p�i EMBED. LUMBER WITH BUILDING FELT v 5 LUMBER WITH BUILDING FELT a v cl 5 Al I SLAB DETAIL w I SLAB DETAIL wQ 50.1 VJ T.O.WALL SIM T.O.WALL 50,1 z IL 51M 3 p [-0'-5►'4•] 50.1 O 10"WALL L , L ° a [-O'S<'4] 0 ri 10'WALL t�p�p 4"NORMAL HT.GONG. w 10 10 4 NORMAL WT.GONG ¢O ' 5LAB-ON-GRADE. 8 ti Q I'-10°FT6. ti p I'-10"FT6. (� 5LAB-ON-0RADE. SEE DETAIL O °� SEE DETAIL F . O 7 _ ry 7 PROVIDE a4x4b I O n I N PROVIDE 04x48 T.O.SLAB DIAGONAL REBAR AT I T.O.SLAB DIA60NAL REBAR AT ELEV.-1'-0'0 GARAGE DOORS ° ELEV.-I'-0"®GARAGE DOORS 8"WALL RE-ENTRANT 5LA13 I � 5'WALL RE-ENTRANT SLAB IN THE EVENT OF SEPARATE CORNERS. I IN THE EVENT OF SEPARATE CORNERS. J I'-&"FT6. POURS,PROVIDE d INSTALL#5 I I'-b'FT6. POURS,PROVIDE d IN5TALL#5 � x 30"LONG DOWELS 6 12"O.G. x 30"LONG DOWELS a 12'O.G. VERT.DRILLED d EPDXIED INTO [B.O.F.-10'-10'1 _ I VERT.DRILLED a EPDXIED INTO [B4O.F.-10'-1011 FDN.w/6'EMBED. 4 O FDN.w/6'EMBED. 8 i 8 o 50.1 T.O.WALL T.O.WALL -- tl; SO.I T.O.WALL LL ®DOOR O ®DOOR T.O[-0 -------------- -- -- -- ----------------- t) -------------- -- -- -- ----------------- 0 --._ - _ _____ - -- [B.O.F.-4'-6'1 __ %-- -- _ - -- _ [.O.F.-4'-6 _ _ s, -+ % B T.O.WAALL c% 0 T.O.WALL t __-- _ -- - gg = 7 [-I'-4'] - 7 [-I'-4A'] j 4� S0•I PROVIDE(4)#4 VERT. - - °- - 1'S 50•I PROVIDE(A4)#4 VERT. - -- - o 4 [B•OF.-4-6] 4 [B.O.F.-4'-$] BARS AT PIER I BARS AT PIER ,-CA b ■ FOUNDATION PLAN NOTES: -8 I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0" -8° 51M tlb'-3" SIM tib'-3' " i . 50.1 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS, tl-10'i GOORD.W/ARCH L tl-10 1O AROUND UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL OTHER ��-IG>r4 GOORD.W/ARCH L tl'-10 10 a 50.1 ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL, 50.1 c Iq'-IVS' 6'-0" 11-0k,' MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN65 Iq'-IUS' b'-0' II'-OK PRIOR TO CONSTRUCTION. 3. 'LALLY COLUMN'-ALL LALLY GOLUMNS SHALL BE FILLED SOLID FOUNDATION PLAN-WALK OUT BASEMENT WITH CONCRETE.PROVIDE YY THICK"SPRINGFIELD"GAP AND BASE FOUNDATION PLAN-EGRESS WINDOW B PLATES AT ALL LALLY COLUMNS. A 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION d 5GALE:1/4"=1' ' -0 SCALE:1/4"=I'-O° a SPECIFICATIONS d 0 h G CAMERA-O'NEILL CONSULTING ENGINEERS 4"INTERIOR CONCRETE Structu+a'Eng rear ng Des gn SLAB ON GRADE w/bxb PROVIDE d INSTALL 51MP50N P.T.POST, 2o2'.ocktowerSq,a•e WI.4xHI.4 W.W.F.SLAB ABUbb(OR ABU44 AT 4x4 SEE PLANS Camera O'Neill PontwrMh•Rio2Bn SHRINKAGE CONTROL JOINT IL. CONCRETE SHALL BE POSTS)STANDOFF BASE d rsut-nq Era-eers yo2.S78 2g83 " (PROVIDE SAWGUT JOINT �� _, 3000 psi MIX W FASTEN TO CONCRETE PIER W/ /NO PROVIDE AND IN GONG.SLAB AND FILL w/ DIA.EPDXIED THREADED v_ ~ rz ~ ADDED AIR ENTRAINMENT. INSTALL CORNER 36' EPDXY AFTER SLAB CURES) ~ BARS TO MATCH H.5.5.STEEL COLUMN OR AT H.5.5.COLUMNS,PROVIDE AND INSTALL "GAP ANGHOR ROD 15'EMBED) �t=��=IV 51ZE AND SPACING PLATES AND BASE PLATES.GAP AND BASE PLATES F RUN HOR BARS OF HOR.WALL CONCRETE FILLED LALLY � 10 MIL.POLY.VAPOR �— LONG REINF.E.F. ° COLUMN,SEE PLAN gT�L,gLL1Y COLUMNS,PROVIDE AN INSTALL D HITH STEEL SHOP DRAWINGS. ?' k} ���- RETARDER.LAP ED&E5 "5PRINGFIELD"GAP AND BASE PLATES. } i �n (fGl 6"MIN. / f t"SHIM SPACE.COMPLETELY Y PACK FASTEN GAP PLATES TO BERMS W/(4)-I/2"DIA.LAG u ==ku m o. WITH N.S.GROUT TO ACHIEVE FULL 5GREW5 AND FASTEN TO CONCRETE FOOTINGS WITH 14) O D'A.CONCRETE 50NOTU13E '�,�., ^;�, I{ W m 'c o E b"THICK COMPACTED BEARING ONCE COLUMN IS SET IN PLACE °DIA.EXPANSION ANCHORS.TYP. `,',,l ;i �r?J y Q s �- GRAVEL BASE LAYER. ! / r GusU v _ 0 r— o c GONG.SLAB ON `� PROVIDE d INSTALL r U x m D UNDISTURBED VIRGIN SOILAb,T.O.SLAB EL. GRADE,SEE PLANS z (3)#4 HOOKED PERMIT SET U +.Z o OR COMPACTED GRANULAR FILL DOWEL5 w U CONCRETE WALL INTERSECTION a I.5AWGUT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HR5. fn , OF SLAB PLACEMENT,AS 50ON AS GONGRETE 15 CAPABLE OF 5UPPORTIN6 PROVIDE AND INSTALL OUTSIDE + 1 5AWGUTTING EQUIPMENT. CORNER BARS TO MATCH 51ZE AND jk 6.0.FOOT NG EL. 2 B.O.FOOTING 2.LOCATE 5HRINKA6E CONTROL JOINTS A5 INDICATED ON SLAB PLAN,OR AT 5PAGIN6 OF HOR.REINF. E PLAN SEE PLAN FOR EL.SEE PLANS MAXIMUM 5PAGIN6 OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RE5ULTIN& 36" FOOTING 517E AND SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A 1.5:I LENG REINFORCEMENTTH TO WIDTH RATIO 4 CONCRETE SONOTUBE DETAIL.TYP. 36, SCALE:3/4"=1'-0" 3.OPTIONALLY,THE 5HRINKA6E GONTROL MAY 505TITUTE PRE-FABRICATED PLASTIC STRIPS INSTEAD OF 5AWGUTTIN6.SUBMIT CATALOG CUTS FOR TYPICAL SECTION THROUGH INTERIOR FOOTING APPROVAL PRIOR TO U51N6. 3 SCALE:3/4"=1'-0" 4.INSTALLATION OF ALL NON-STRUCTURAL--ONGRETE SLABS-ON-GRADE SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH PROVIDE AND --i AGI-3650 AND AGI-302. INSTALL INSIDE 2-b'MIN LAP t2)04 BENT BARS CORNER BARS TO AT BOT.OF FOOTING MATCH 51ZE AND TYP INTERIOR SLAB ON GRADE DETA L 5PAGIN6 OF NOR. WALL REINF E.F SCALE:NONE r' STEP VARIES, N 12" SEE PLAN 0 0 • ('3'-0"MAX.) 36° d I '-b"MIN.LAP w �7- 2 w (TYPICAL.I CONTINUOUS ly FOOTING CONCRETE WALL CORNERS O (2)#4 GONT.AT �n BOT.OF FOOTING W MIN. (2)#5 GONT.AT N G)-;�PALE TY .REINFORCED CONCRETE WALL DETAILS BOT.OF FOOTING 0 :NONE DOOR JAMB BEYOND APA RATED WALL 2a TYPICAL 5TEPPED FOOTING DETAIL #4 SLAB DOWELS®12" 36, SHEATHING,SEE N GENERAL NOTES. J CV SCALE:3/4"=I'-O° COORDINATE SLAB EDGE O.G.®GARAGE DOOR DETAIL WITH ARCHL OPENINGS 24" DRAWINGS 2x6 WOOD STUDS®I6"O.G UNLESS NOTED OTHERWISE.T.O. RIPLE 2x6 SILL PT.ON BOT.)FASTENED LLJ GONT#4 NOSING % .O.SLAB TO CONCRETE WITH J"DIA.x 12"LONG 0 2x6 WOOD STUDS®ib"O.G.UNLE55 2x6 WOOD STUDS®I6"O.0 UNLE55 EL.SEE SLAB FASTEN PLYWOOD TO ALL PLATES WITH 8d NAILS®4" HOOKED ANCHOR BOLTS®4&"O.G. AND NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR D.C.EA.PLATE,TYP 6"(MIN)FROM BUILDING CORNERS,WALL 5HEARWALL 5GHEDULE5. 5HEARWALL 5GHEDULE5. jk T.O.WALL ENDS,AND DOOR OPENIN65 Z N EL.5EE PLAN • I GONG. L SLAB ON 0 L DOUBLE 2x6 d P.T.2x10 SILL FASTENED GRADE SEE PLANS PROVIDE AND INSTALL FELT BOND DOUBLE 2x6 d P.T.2x10 SILL FASTENED T.O.WALL BREAKER WHERE SLAB 15 POURED TO CONCRETE WITH J"DIA.x 12"LONG #4 GONTINUOU5 BAR® - e°WALL w HOOKED ANCHOR BOLTS®48"O.G. AND TO CONCRETE WITH J"DIA.x 12"LONG EL.SEE PLAN A6AIN5T FOOTIN6/WALL,TYP. U 6",MIN)FROM BUILDING CORNERS,WALL °T46 APA RATED HOOKED ANCHOR BOLTS®45"O.G. AND TOP OF WAL_ w Q Q j Td6 APA RATED ENDS,AND DOOR OPENIN65. G''_YWOOD SUBFLOOR 6' MIN)FR%-•M BUILDING CORNERS,WALL PLYWOOD 5UBFLOOR 6" CONTINUOUS EL T.O.EPLAN 0 cUn ENDS,AND DOOR OPENINGS. - -- T.O.5UBFLOOR T.O.5UBFLOOR BEVELED 2x4 EL.SEE PLAN - EL.SEE PLAN � SHEAR KEY TYP 04 CONTINUOUS BAR ' T.O.WALL T.J.WALL f v GONG.SLAB ON 11�/EL.SEE PLAN EL.SEE PLAN I m ®TOP OF WALL GRADE,SEE PLANS FASTEN PLYWOOD TO ALL FASTEN PLYWOOD TO.ALL PRE-EN(5INEERED - b°WALL L PLATES WITH 8d NAILS®4° - PLATES WITH 8d NAILS®4" ,// FLOOR TRUSSES B.O.FOOTIN O O.G EA PLATE,TYP O EA PLATE.TYP. ;1 0 0 © SEE PLANS EL.SEE PLAN ° CONTINUOUS (2)#5 CONTINUOUS ,2)#5 CONTINUOUS + FOOTING SHALL BEAR ON BARS®OBOTTOM_F nP• SHEAR BEVELEKEY xTYCD BARS®TOP OF WALL BAR5®TOP OF WALL g o 3 _ NATURAL,UNDISTURBED FOOTING ^1 NTINUOUS • PRE-ENGINEERED TOP CHORD x BEARING FLOOR TRU55E5 5UB-GRADE OR PROPERLY m W SEE PLANS GONT.P.T.2x6 LEDGER FASTENED COMPACTED GRAVEL FILL. Q Z TO GONG.W/0.151"DIA.HILTI TYPE —P.T.2x6 BLOCKING BETWEEN X-U POWDER ACTUATED FASTENERS SECTION THRU GARAGE DOORS B.O.FOOTING • TRU55E5 FASTENED TO GONG.W/ ®Ib"O.G.5TA&GERED.GEILIN6 1V EL.SEE PLAN STRAPPINCN G SHALL BE FASTENED (2)#4 CONTINUOUS 0 0.157°DIA.HILTI TYPE X-U POWDER TO LEDGER W/(2)8d NAILS SCALE:3/4"=1'-O" ACTUATED FASTENERS,MIN. 2)PER FOOTING SHALL BEAR ON BAR5 0 BOTTOM OF 2 0 NO • BLOCK.GEILIN6 STRAPPING SHALL NATURAL,UNDISTURBED I-8° FOOTING BE FASTENED TO BLOCKING W/ad •. SUB-GRADE OR PROPERLY � � NAILS®8°O.G. COMPACTED GRAVEL FILL. APA RATED WALL 2x6 WOOD STUDS®16"O.G.UNLE55 I; �\ I 5HEATHING,SEE NOTED OTHERWISE IN PLANS OR THRU GARAGE WALL � �I >. Lo GENERAL NOTES 5HEARWALL SCHEDULES. O!E�-TION NALE:3/4°=1'-O° P FASTEN PLYWOOD TO ALL DOUBLE 2xb SILL(P.T.ON BOT.)FASTENED • c°wALL lo"WALL PLATES WITH 8d NAILS®4` TO CONCRETE WITH J"DIA.x I6"LONG 36' O.G.EA.PLATE,TYP WOKE D ANCHOR BOLTS®45"O.G. AND 3 C-I ;6'(Ml#)FROM BUILDIN6 CORNERS,WALL r-#4 SLAB DOWELS®!2° J E D5,A D DOOR OPENINC-fi. 24 ^1 O.G.0 TERRACE o VJ T.O.STEM GONG.SLAB ON FOUNDATION 'RVEL.SEE PLAN GRADE,SEE PLANS a T.O.SLAB •E • #5 CONTINUOUS HORIZ. EL.SEE SLAB BAR®TOP OF STEM T.O.5LA5 m - b°STEM _ EL.SEE PLAN � � ~ T.O.WALL J I j ' PROVIDE AND INSTALL FELT PROVIDE AND INSTALL FELT T.O.SHELF OVIDE AND INSTALL FELT EL.SEE PLAN 2 GONG.SLAB ON BOND BREAKER WHERE BOND BREAKER WHERE EL.SEE PLAN • CONTINUOUS 5LAB IS PDURED A6AIN5T CONTINUOUS 5LAB 15 POURED A&AIN5T BOND BREAKER WHERE ;U#4 CONTINUOUS 8°WALL GRADE.SEE PLANS co BEVELED 2x4 FOOTING/WALL,TYP. SLAB 15 POURED ACAIN5T FOOTING WALL,TYP. BEVELED 2x4 FOOTIN6/WALL,TYP. BARS 0 TOP OF WALL SHEAR KEY,TYP. SHEAR KEY TYP #5 GONT!NUOUS HORIZ. IO'WALL SONG.SLAB ON GONG 5LAB ON 7 GRADE,SEE PLANS 6RADE SEE PLANS BAR®TOP OF SHELF 6° CONE NUOUS 6" v � '._ r BEVELED 2x4 +� b" SHEAR KEY TYP. TYP. TYP CONTINUOUS =— J BEVELED 2x4 v ~ "` SHEAR KEY.TYP.-\ in A m r O in O TYP. • 4 •• • _ ' e B.O.FOOT IN x B.O.FOOTING B.O.FOOTING v EL.SEE PLAN i E.VARIES EL.VARIES 12)#4 CONTINUOUS • SEE PLAN 1'-10, (2)#5 CONTINUOUS SEE PLAN (2)05 CONTINUOUS p FOOTING SHALL BEAR ON I-e" BARS®BOTTOM OF NATURAL,UNDISTURBED BAR5 0 BOTTOM OF BARS®BOTTOM OF • • 5 -GRADE OR PROPERLY FOOT N6 FOOTING UB FOOTING B.O.FOOTING ' FOOTING SHALL BEAR ON FOOTING SHALL BEAR ON EL.VARIES COMPACTED GRAVEL FILL. NATURAL,UNDISTURBED NATURAL,UNDISTURBED SEE PLAN I'-10" (2)#5 CONTINUOUS o 5UB-61RADE OR PROPERLY 51,15-GRADE OR PROPERLY BARS®BOTTOM OF COMPACTED 6RAVEL FILL. COMPACTED&RAVEL FILL. FOOTING 10 SECTION THRU TERRACE FOUNDATION 3 SCALE:3/4"=I'-O" 0 5 SECTION THRU FOUNDATION-PERPENDICULAR FRAMING 6 SECTION THRU FOUNDATION-PARALLEL FRAMIN6 SECTION THROU61-1 WALKOUT FOUNDATION m000 SCALE:3/4"=1'-0" SCALE:3/4-11-011SCALE:3/4-1-0 a >r U 0 0 h G'o CAMERA-O'NEILL CONSULTING ENGINEERS Structural Eng neerng-Design 2oi C ocktower Square Camera/O'Neill Portsmouth,RI 0287% -suh nr)[rp-.ers 4-S7e 2963 GENERAL NOTES: ;_?NCRETE NOTES: STRUCTURAL LUMBER,EN6INEERED LUMBER: ^Y,4`I/ ,. y I.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 4000 P51 AT 28 I.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF MMBER CONSTRUCTION DIMENSIONS,ELEVATIONS,GRADES,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 4.5%AND 1%). STANDARDS'OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE"NATIONAL DE-516N SPECIFICATION FOR SHOWN ON 5TRUCTURAL DRAWIN65 WITH EXISTIN6 FIELD CONDITIONS 5TRE55-6RADE LUMBER AND ITS FASTENIN65"OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. p AND ALL CONSULTANT DRAWIN65 AND REPORTS INCLUDINI6 2.ALL NTERIOR SLAB CONCRETE TOPP NG SHALL HAVE A COMPRESSIVE 5TREN6TH OF NOT LESS THAN 3000 P51 AT 6EOTECHNICAL REPORT. 28 DAY5 AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM GRADES AND DE516N VALUES REQUIRED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL BE: / E coo' STUDS:CONSTRUCTION GRADE SPRUCE-PINE-FIR,FG=1000 PSI,E=1,300,000 PSI, /ti ,c tu u.r W Z uu 010 2.ALL 516NIFIGANT 015CREPANGIE5 FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COMPRESSIVE 5TREN6TH OF NOT LESS THAN 4000 P51 AT 28 DAYS, JOIST5/RAFTER5/BEAMS:SPRUCE-PINE-FIR NO.2,FB=815 PSI,E=1,400000 P51 ; °+ l{� vs 005 S u"T THE ARCHITECT OF RECORD (ENTRAINED AIR CONTENT BETWEEN 4.599 AND 1%). PRESSURE TREATED LUMBER:SOUTHERN PINE NO.I,E=1,400,000 P51 t :.::•• �r�' �-h�- ' ° 3.ALL DIMENSIONS,ELEVATION5,SHELVES,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUCING ADMIXTURE. 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2x(o 0 16'O.G.UNLESS NOTED OTHERWISE.FURTHERMORE ALL WALL oc G W o t a o GUT-OUT5,UNDER6ROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND STUDS ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF COLUMN WITH HILTI X-U POWDER OR'VEN -.__e O ~ °a N 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 TE5nN6 LAB ON FASTENERS 0 b'0 C. PERMIT SET u 0 6 WH EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER EACH DAY EN CONCRETE PLACEMENT EXCEEDS 5 CUBIC YARDS.ONE CYLINDER SHALL BE BROKEN AT 1 DAYS,TWO V Z o TRADES'ORAWIN65 PRIOR TO GON5TRUGTION. AT 26 DAYS,AND ONE AT 56 DAYS A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD 4 ALL MULTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LESS THAN AN EQUAL NUMBER=F STUDS °C U CODE INFORMATION AND DE516N LOADS(EXCEPT AS NOTED): AT EACH END,UNLESS NOTED OTHERWISE. 6.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDING CODE:INTERNATIONAL BUILDING CODE(IBC),2015 EDITION 5.WOOD COLUMNS MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAILED T06ETHER WITH 60 NAILS.NA L RELATED REFERENCE:A5CE 7-10 1.A CONCRETE MIX DE516N SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPRO.AL FOR EACH TYPE OF SPACING SHALL BE IN 2 ROW5,SPACED 8'7.G.FROM BOTH 51DE5 STA66ERED 4'APART CONCRETE USED ON SITE.MIX OB16N SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX SS GENERAL NOTES-PRE-EN161NEERED HOOD TRUSSES: FLOOR LIVE LOADS: CONCRETE. 6.UNLE OTHERWISE NOTED,ALL EXTERIOR OPENINGS SHALL HAVE NOT LESS THAN ONE JACK STUD AND TWO FULL I.WOOD TRUSSES SHALL BE DE516NED PER THE'DESIGN SPECIFICATION FOR METAL PLATE ONNEGTED WOOD RESIDENTIAL: HEIGHT STUDS AT EACH 51DE OF THE OPENING.ALL INTERIOR BEARING WALL OPENIN65 SHALL HAVE NOT LE-55 THAN PRIVATE ROOMS 4 CORRIDORS 5ERVIN5 THEM:40 P5F 8.ALL REINFORCING BARS SHALL BE A5TM A-615 GRADE 60 UNLESS NOTED OTHERWISE. TWO JACK STUDS AND ONE FULL HE16HT STUD AT EACH SIDE OF THE OPENING UNLESS NOTED OTHERWISE. TRU55EV,PUBLISHED BY THE TRU55 PLATE INSTITUTE. PUBLIC ROOMS 4 CORR'DOR5 5ERVIN6 THEM:100 P5F 2.ALL ROOF TR1155E5 AND OVERHAN61N6 WOOD MEMBERS SHALL BE HELD DOWN WITH UPL FT ANCHORS PER 9.GENERAL CONTRACTOR SHALL SUBMIT SHOE'DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND 1•ALL CONVENTIONAL LUMBER ROOF RAFTERS SHALL HAVE A 5IMP50N UPLIFT ANCHOR AT EACH BEARING LOCATION. SNOW AND ROOF LOAD5/FACTOR5: ENGINEERING REVIEW.SHOP DRAWIN65 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO USE 51MP50N L55U SKEWED AND/OR SLOPED HANGERS AT EACH RAFTER A5 REQUIRED.PROVIDE AND INSTALL 1.25'X20 TRU55 MANUFACTURER'S REQUIREMENTS. MIN.ROOF LIVE LOAD:20 PSF SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT REBAR LAYOUT MATERIALS,LEN6TH5,LAP5 6A,RIDGE STRAPS 0 8D NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUBSTITUTION). 3 WOOD TRU55 FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP 6ROUND SNOW LOAD(P :30 P5F BENDS,DETAILS,ETC. DRAWINGS BEARING SEAL AND SIGNATURE OF THE DESIGN PROFE5510NAL ENGINEER,REGISTERED IN THE STATE FLAT ROOF SNOW LOAD(Pf):30 P5F 8.FLUSH FRAMING SHALL BE SUPPORTED BY JOIST HANGERS DESIGNED FOR THE FULL CAPACITY OF THE SUPPORTED OF NEW YORK.SHOP DRAWIN65 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO !O.ALL REINFORCIN6 BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 316 BUT N NO CASE SHALL THEY BE MEMBER. SNOW LOAD IMPORTANCE FACTOR(Is):I.O LESS THAN 2'-0°OR 48xDIA SUBMITTING TO ARCH TEGT.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED t0:TRU55 LAYOUT PLAN; . 9.PROVIDE AND NSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGNED TRUSSES UNDER ALL PARTITIONS RUNNING SNOW EXPOSURE FACTOR(Cc):1.0 TRU55 DETAIL SHEETS SHOWING CONF16URATION,DIMENSIONS,LOADS,MEMBER 51ZE5 AND GRADES,MEM13ER THERMAL FACTOR(Ct):1.0 11.ALL WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-155 Fg=60 K51 PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO ALIGN FLOOR ELEVATIONS THAT RUN PARALLEL TO FORGES,CONNECTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRU55 CONNECTION HANGERS FOR PARTITIONS. FLUSH FRAMIN6,TEMPORARY BRACING REQUIREMENTS,UPLIFT ANCHORA6E HARDWARE(SPECIFIED BY TRU55 GEOTEGHNICAL FACTORS: 12.ALL hELDED WIRE FABRIC SHALL BE LAPPED TWO(2)FULL MESH PANELS AT 51DE5 AND ENDS AND 13E SECURELY DE516NER),ETC. FROST DEPTH:Y-6" WIRED T06ETHER. 0 ALL WOOD IN CONTACT WITH CONCRETE:R MASONRY SHALL BE PRESSURE TREATED WITH PRESERVATIVE. A5%HED 501L BEARING CAPACITY:SEE'FOUNDATION NOTES"IT 5 A55UMED THAT 4.TRU%DE516NER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING CODE AND ALL THE 5011-5 5UPPORTIN6 THI5 CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCUMENTS.ADDITIONAL OUTS. PERMITTED,'ZIP-R"13.SEE ARCHITECTURAL DRAWINGS F R TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRESSIONS,AND GUT I EXTERIOR WALL Sl4EATHIN6 SHALL BE MINIMUM I5/32 APA STRUCTURAL I RATED SHEATHING.�'HUBER"ZIP'SYSTEM 5 PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENTS)SIDEWALKS,AND INSULATED PANELS ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH 8d NAILS REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DE516N LOADS DUE TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFECTS DUE TO SETTLEMENT,DIFFERENTIAL NOT LESS THAN b"O.G.ON ALL PANEL ED6E5.ALL WALL HORIZONTAL PANEL EDGES MU5T BE BLOCKED AND NAILED EARTHQUAKE,SNOW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING MEMBERS, Z SETTLEMENT,BUOYANCY,ETC.THE DEVELOPER,GENERAL CONTRACTOR AND/OR 14.COORDINATE ALL FOUNDAT ON PENETRATIONS WITH ARCHITECT,PLUMBING,MECHANICAL EL ACROSS FLOOR CONTRACTORS WITHIN 48'OF BUILDIN6 CORNERS.SHEATHIN6 PANELS SHALL BE INSTALLED TO SPAN ACRO FLOOR LEVELS SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC.TW55 DESIGNER SHALL CAREFULLY WNERS SHALL RETAIN THE SERVICES OF A QUALIFIED GEOTECHNICAL ENGINEER TO AND LOCAL A6ENGIE5 (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. COORDINATE ALL LOADS DUE TO MECHANICAL EQUIPMENT AND PLUMB Nk5 B IN6 FIXTURES,INGLUD BUT NOT LIMITED 0 TEST AND EVALUATE THE SITE IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO TO TUBS,SHOWER UNITS WITH THE G.G.,ARCHITECT,AND MECHANICAL DE516N. N VERIFY THESE ASSUMPTIONS AND PROVIDE A 6EOTEGHNIGAL EN6INEERIN6 REPORT. 15.ALL CONCRETE SHALL BE DETAILED FORMED,HANDLED PLACED,AND PROTECTED IN ACCORDANCE WITH 12.5UB-FLOORING SHALL BE 3/4"TON6UE 4 GROOVE APA STRUCTURAL I RATED 94EATHIN6 EXPOSURE UNLESS w PROCEDURE5 AND 60iDELINI£S PRESCRIBED IN THE LATEST EDITION OF"BUILDIN6 CODE REQUIREMENTS FOR NOTED OTHERWISE.FASTEN SUB-FLOOR TO 5UPPORTIN6 FRAMING WITH INDUSTRY STANDARD 5UB-FLOOR 5.DEAD LOADS. WIND FACTOR5 ROOF TRU55 TOP CHORD DEAD LOAD:10 P5F REINFORCED CONCRETE'aG1-318,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,AGI-301 ADHESIVE AND 8d NAILS®b°O.G R SK GATE60RY: I ROOF TRU55 BOTTOM CHORD DEAD LOAD:10 PSF AND AGI-305�06 GUIDES FOR HOT/GOLD WEATHER GONGRETIN6. BA516 WIND SPEED,V):130 MPH FLOOR TRUSS TOP CHORD DEAD LOAD:5 PSF 3.ROOF 5HEATHIN6 ON FLAT ROOFS SHALL BE MINIMUM "T46 APA STRUCTURAL I RATED SHEATHING EXPOSURE CATEGORY:B FLOOR TRU55 BOTTOM CHORD DEAD LOAD:10 PSF Ib.6.G.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD. ALL CONCRETE THAT SHALL TOP06RAPHIC FACTOR(Kzt):ID BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FIN15HED IN A MANNER WHICH WILL 4.ROOF SHEATHING ON NON-CURVED 5LOPIN6 FRAMING SHALL BE MINIMUM 5/8"T46 APA STRUCTURAL RATED ENCLOSURE CLASSIFICATION:ENCLOSED 6.TRU55 DE516NER SHALL DE516N,MANUFACTURE AND FURNI5H ALL FLOOR TRU55E5 WHICH MEET A LIVE LOAD PRODUCE THE DESIRED ARCHITECTURAL FINISH. G.G.SHALL COORDINATE THE CONCRETE MIX DESIGN(IF.SELF SHEATHING 0 NTERNAL PRE55URE COEFF GGpl:fO.18(ENCLOSED BLD6J CONSOLIDATING CONCRETE),REBAR PLACEMENT,AND METHODS OF VIBRATION TO PRODUCE A FULLY DEFLECTION CRITERIA OF L/9b0 AND ALL ROOF TRUSSES WHICH MEET A TOTAL LOAD DEFLECTION CRITERIA OF SALIENT CORNER DISTANCE:4-0" CONSOLIDATED CONCRETE POUR FREE OF VOIDS AND/OR"HONEY-COMBING". 5.ROOF 5HEATHIN6 ON FLAT ROOFS AND NON-CURVED 5LOPING FRAMING SHALL BE NAILED WITH 8d NA L5 NOT THE LE-55ER OF 3/4"OR L/360 UNLESS 5PEGIFIGALLf APPROVED OTHERWISE. 0 ROOF PITCH:21-45 DE6REE5 MORE THAN b"O.G.ON ALL 9JPPORTED PANEL E06E5.NAILS SHALL BE SPACED 4"O.G.IN AREAS WITHIN 48"OF V)7•WOOD TRU55 ERECTOR SHALL BE RESPONSIBLE FOR DESIGN AND NSTALLATION OF ALL TEMPORARY N COMPONENTS AND GLADDIN6:UNFACTORED WIND LOADS 11.GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK.REBAR PLACEMENT,CONCRETE MIX RID6E5 HIPS,RAKES,AND EAVES. ERECTION BRACING. F- ZONES I,2 4 3 ROOF WIND PRESSURES DE5I6N,AND CONCRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION O THROUGHOUT.ALL PRECAUTIONS,SHALL BE TAKEN TO AVOID"HONEYCOMBING"AND VOIDS IN CONCRETE ♦' TRIG AREA ZONE I(FIELD) ZONE 2 EDGE) ZONE 3(CORNER) b.ROOF SHEATHING ON CURVED FRAMING MEMBERS SHALL BE THREE LAYERS OF#"APA RATED PLYWOOD 6.TRUSS 5PACIN6 SHOWN IN STRUCTURAL EN6INEERIN6 PLANS ARE FOR REFERENCE ONLY.GENERAL CN 0 5F 30.4 P5F 35.6 P5F 35b P5F FOUNDATION.TECHNIQUES,SUCH AS PRE-STAGIN6 CONCRETE VIBRATORS IN CONGESTED AREAS,MODIFIED SHEATHING WITH END AND SIDE JOINTS STA66ERED BETWEEN SUCCESSIVE LAYERS.EACH LAYER OF SHEATHING NTRAGTOR SHALL REFER TO APPROVED TRUSS SHOP DRAWINGS FOR ACTUAL TRUSS LAYOUT AND SPACING Z CONCRETE MIX DE5I6N5 TO PROMOTE COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE 20 5F 28.9 P5F 34.0 PSF 34.0 PSF SHALL BE FASTENED 70 THE SUPPORTING FRAMING WITH 8d RINK-SHANK NAILS @ 12'O.G.ALL NAILS SHALL BE :FOR BOTH BIDDING AND CONSTRUCTION PURPOSES). J 50 SF 26b P5F 32.0 PSF 32.0 PSF CONTRACTOR'S DISCRETION. STAGGERED BETWEEN NAILS FROM 5i1GGE551VE LAYERS. 00 SF 25.2 PSF 30.4 PSF 30.4 PSF 18.CONCRETE VOIDS AND EXCESSIVE"HONEY-COMBING"SHALL BE DOCUMENTED AND REPORTED TO THE 1.SOL D BLOCKING SHALL BE PROVIDED AT RIDGES AND EAVES 70 SUPPORT AND FASTEN PANEL ED6E5 IN Q� ZONES 4 4 5 WALL WIND PRF55URE5 ARCHITECT OF RECORD FOR ANALYSIS AND PREPARATION OF A REPAIR METHOD. PAR6ING,DRY-PAGKIN6 AND ALL CIRCUMSTANCES FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOE-5 NOT PROVIDE SUBSTRATE F,7R LU TRIB AREA ZONE 4(FIELD) ZONE 5 CORNER) "FLOATIN6"THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING CONTINUOUS PANEL E06E SUPPORT AND FA5TENIN6. 10 5F 30 4 P5F 401 PSF 516NIFIGANT VOIDS. W 20 5F 2q.0 P5F 3&.0 P5F I&EN6INEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Z ,^ N 50 5F 21.2 P5F 343 P5F STRUCTURAL STEEL NOTES: DRAWINGS FOR ALL ENGINEERED LUMBER AND I-JOISTS.SHOP DRAWINGS SHALL NGLUDE BUT ARE NOT L ` MITED lJ 100 5F 25A P5F 31b P5F 1.ALL DETAILIN6,FABRICATION AND ERECTION SHALL CONFORM TO THE A15C 5PEGIFICATION5 AND CODES, TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MEMBERS,BEARING LENGTHS 0 500 5F 221 P5F 25.2 P5F LATEST EDITION. CONNECTION HAN6ER5 BLOCKING,BRIDGING AND SQUASH BLOCKS. d 2.ALL WIDE FLANGE SECTION 5TRUGTURAL BEAMS(W)SHALL BE A5TM A992 FY=50 K51.BASE PLATES, Iq.LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND LUMBER(L5L),AND PARALLEL STRAND LUMBER(P5L SHALL U J L FOUNDATION NOTES: v) Q � CHANNELS,AN6LE5,AND MI5G.5TRLkGTURAL STEEL SHALL BE A5TM A-36,F1'=36 K51.ALL SQUARE AND BE VER5A-LAM BY 13015E CASCADE OR EQUAL. w U Q ALL 501L CONTAININ6 OR6ANIC OR UNSUITABLE BEARIN6 MATERIAL SHALL BE RECTAN6ULAR HOLLOW STRUCTURAL SECTIONS(HSS)SHALL BE A5TM A-500 6RADE B FY MINIMUM 46 KSI p N p LEAKED FROM THE BUILDING FOOTPRINT. 20.LVL AND P5L BEAMS SHALL HAVE THE FOLLOWIN6 MINIMUM PROPERTIES:FB=3100 PSI,FT=2150 PSI,FG=750 3.ALL ANCHOR BOLT5 AND THREADED R•D5 SHALL CONFORM TO THE REQUIREMENT OF A5TM F1554 AND P51 FG=3000 P51 FV= 2,55 PSI,E=2000000 P51 2 ALL 501L SUPPORTED FOOTINGS SHALL BE FOUNDED UPON COMPACTED NATURAL A301. 5UBGRADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARIN6 CAPACITY OF 21.PSL COLUMN5/PO5T5 SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=2b50 PSI,FT=1650 PSI,FG=750 AT LEAST 3000 PSF.GG SHALL BE RESPONSIBLE FOR DETERMINING THE SITES 4•ALL BOLTS,NUT5 AND WASHERS SHALL CONFORM TO THE REOUIREMENT5 OF A5TM A-325 FOR 3/4'DIAMETER P51 FG=3000 PSI.FV= 285 PSI,E=1,100000 P51 SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE G.G.SHALL BE HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE. RESPONSIBLE FOR CONSTRUGTIN6 THIS BUILDIN6 AND SURROUNDIN6 SITE/9U66RADE 22.LVL5 AND P5L 5 SHALL BE FREE OF FINGER JOINTS,SCARF JOINTS OR MECHANICAL CONNECTIONS FOR THE FULL L N 5TR!CT ACCORDANCE WITH TH15 REQUIREMENT. 5.ALL WELDING ELECTRODES SHALL BE EIOXX. LEN6TH OF THE MEMBER. O 5 3.BEDROCK/LEDGE SHALL BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF b E.ALL WLDING SHALL BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AW5'CODE FOR ARC 23.ADHE51VE USED SHALL BE WATERPROOF MEETIN6 THE REQUIREMENTS OF A5TM 0-255`1-1b. FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED GRAVEL AND GA5 WELDING IN Bl11LDINl6 CONSTRUCTION'LATEST EDITION, 'a 24.ALL 51MP50N CONNECTORS(HAN6ER5,STRAPS,UPLIFT GONNECTOR5,P05T GAPS,ECT)SHALL BE:OATED WITH 3 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTING LAB ON 7.NO CONNECTION SHALL CONSIST OF LE55 THAN TWO 3/4'DIAMETER BOLTS OR WELDS DEVELOPIN6 A MINIMUM Z-MAX CORROSION RE515TANCE OR APPROVED SUBSTITUTE. E. EACH TYPE OF 501E TO BE COMPACTED. OF 10,000 POUNDS UNLESS NOTED OTHERWISE 25.ALL FASTENERS N CONTACT WITH PRE55URE-TREATED L,MBER SHALL BE CERTIFIED FOR USE WITH THE 5.501L SHALL BE COMPACTED TO NOT LE55 THAN 95%OF MAXIMUM DRY DENSITY PER 8.ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4"UNLESS NOTED OTHERWISE. PRESERVATIVE TREATMENT USED. A5TM 01551 IN LIFTS NOT TO EXCEED 6"L005E DEPTH. 9.ALL WELDS SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY 26.ALL FASTENERS EXPOSED TO MOISTURE,EXPECTED CONDENSATION,PRESSURE TREATED LUMBER,AND/OR THE b.FIELD DENSITY TE5T5 SHALL BE PERFORMED BY AN INDEPENDENT SOILS TE5TIN6 LAB ULTRA-50NIG TE5TIN6. WEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-COPP051VE ^' TO VERIFY COMPACTION.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE COATING CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. O `�I ARCHITECT OF RECORD. 10.AN INDEPENDENT STEEL TE5TI%A6ENGY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TE5TIN6.THE STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TE5TIN6 21.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RE515T UPLIFT LOADS WITH 51MP50N PC/EPG O REQUIREMENTS TO BE COMPLETED.A COPY OF ALL TEST REPORTS SHALL 13E FILED WITH THE ARCHITECT. P05T GAPS AND 48"LONG(UNLESS OTHERWISE NOTED)SIMP50N 206A COIL STRAPS.STRAPS SHALL BE 1.BAGKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS IN INCREMENTS NOT TO o 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 SEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. 100 NAILS THROU6H ALL AVAILABLE NAIL HOLES. 8.SEE PLUMBIN6 AND ELECTRICAL DRAWINGS FOR UNDER FLOOR SYSTEMS AND SPECIAL ^' I GRANULAR FILL MATERIAL REQUIREMENTS. 28.ALL GEILIN6 FRAMIN6(INGLUDIN6 TRJ55 BOTTOM CHORDS)ADJACENT TO EXTERIOR WALL5 SHALL BE ` , \ Lo 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE GLEANED OF ALL RUST,LOOSE MILL SCALE AND OTHER FOREIGN MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIM FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS A6AIN5T LATERAL MOVEMENTS.COORDINATE ALL GEILIN6 ER PAINT.REFER TO x ^' 9.NO F.'OTIN65 OR SLABS SHALL BE POURED INTO OR AGAINST 5U56RADE CONTAINING FRAMING WITH ARCHITECT OF RECORD. ARCHITECTURAL DRANIN66 AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. FREE WATER OR ICE. 4 29.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE 4 INSTALL 10.ALL 5LA55-0N-6RADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 13.PROVIDE 4 INSTALL J"FULLY WELDED AND FITTED WEB STIFFENERS BOTH 51DE5 AT ALL BEARING 4 POINT CONTINUOUS 2X&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 FLANGES UNLESS NOTED OTHERWISE SCREWS,FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)16d TOE-NAILS AND SINGLE 010 DECKIN6 SCREW 9U86RADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6EOTECHNICAL ENGINEER5 THROUGH TOP OF RAFTER. OF RECORD. 14.GUTS,HOLES,OPENIN65,ETC.REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES SHALL BE SHOWN ON SHOP DRAWIN65 FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF o -7 HOLES OR GUTS!N STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN 30•PROVIDE AND IN TALL HORIZONTAL 4x8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRU55. t 11.FORGES DUE TO HYDROSTATIC PRE55URE HAVE NOT BEEN CONSIDERED IN THE THI5 PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR 5TUD5 WITH 8d NAILS 0 6°O.G. a DES16N OF THE FOUNDATION FOR THIS STRUCTURE.IT 15 THE RESPONSIBILITY OF THE PERMISSION FROM THE STRUCTURAL EN61NEER OF RECORD.UC o 3 NAILS PER STUD PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENGINEERED WOOD RIM TRU55 TOP CHORDS, z 6ENERAL CONTRACTOR/OWNER TO CONFIRM WITH A 6EOTECHNICAL ENGINEER,CIVIL 15.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL BOTTOM CHORDS AND RIBBON JOISTS W/8d NAILS 0 6'O.G.AND TO THE TRU55 VERTICAL MEMBERS WITH 8d NAILS ENGINEER,OR OTHER QUALIFIED DESIGN PROFESSIONAL TO ENSURE HYDROSTATIC AND EN6INEERIN6 REVIEW.SHOP DRAWIN66 SHALL BE REVIEWED AND APPROVED BY THE 6ENERAL b'O.G.3 NAILS PER VERTICAL MB"BM.THI5 PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER m FORGES DO NOT EXIST. CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT.SHOP DRAWIN6 SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUDS WITH 6d NAILS 0 6'O.G.(3 NAIL5 PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH i MATERIALS,LEN&TH5,GU75,STIFFENERS CONNECTIONS,DETAILS ANCHOR BOLTS,LEVELING PLATES,EMBEDDED 8d NAILS 0 6"O.G."EXCEPTION:PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HE16HT KING STUD AND JACK o 12.ALL DAMP-PROOFING,WATER-PROOFING SUBSl1RFAGE DRAINAGE SHALL BE THE RESPONSIBILITY OF OTHERS. ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KIN6 AND JACK) o E � M r w 0 z 0 CN a z e v O • wq. j ti t, b 3 3 O ti U a 0 a h PLAN NOTES: PLAN NOTES CONT.: 1. #J-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.Le. Q ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6ED T06ETHE-R IN ACCORDANCE WITH � CAMERA-O'NEILL 2J-2K MEANS 2 FULL-HEIGHT KIN&STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) MANUFACTURER'S REQUIREMENTS AND PREVAILIN6 STATE BUILDIN6 CODE. CONSULTING ENGINEERS 0. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL$E 6AN6ED TOGETHER IN ACCORDANCE WITH Structural Eng neer ng-Design 2. M-iND'GATE5 51MP50N 5TRON6-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL MANUFAGTURER5 REQUIREMENT5 AND PREVAILIN6 STATE BUILDING CODE. aoiCocktowerSquare SIMP50N HANGERS SHALL BE INSTALLED PER MANUFACTURER5 SPECIFIGATION5 WITH THE MAXIMUM H. REFER TO 6ENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY Camera O'Neill Portsmeuth,RI0287i FASTENER 51ZE AND QUANTITY. SPECIFIED ON PLANS. _.,,,,,r°7 C-n 40LS78.2983 3. •LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE 6"THICK 12• MEMBER LAYOUT DEPICTED ON THI5 PLAN 15 INTENDED AS A 6ENERAL GUIDE TO FRAMING.THE EXACT FRAMIN6 PROVIDE 51MP50N PC&Z COLUMN "5PRIN6FIELD"GAP AND BASE PLATE5 AT ALL LALLY COLUMNS. LAYOUT,MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE GAP AT ALL DECK POSTS \ ARCHITECTURAL AND STRUCTURAL PRAHINC75 AND ULTIMATELY DETERMINED BY THE 6ENERAL CONTRACTOR ALL DECK BEAMS SHALL BE 4. UNLESS OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE ^� �_W FASTENED TO POSTS TO o°� o°� PROVIDE SIMP50N H2.5A o°� o°� SUPPORTED ON EA.END BY A SIN6LE JACK 5TUD 67AN6ED TO A DOUBLE KING STUD. ANY SUBSTANTIAL GHAN6E IN FRAMING METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD .� y RESIST UPLIFT WITH SIMPSON g����� UPLIFT ANCHORS AT EA. \ '� '� 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T."DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 3 ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-0UTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS x� x� COIL STRAPS,SEE DETAIL a x� END OF ALL DECK JOISTS, \ 6. REFER TO 6ENERAL NOTES FOR FURTHER REQUIREMENT5. SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GEOTEGHNICAL,MECHANICAL, y NP, 7. ALL FULL-HEIGHT COLUMNS WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. CONTINUOUS 5 25'x11-25'AN P PRESERVED GLULAM BEAM BLOCKED AND TIED INTO THAT FRAMIN6 TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS 4 ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,6UTTER5,CORBELS,BUILD-0UTS,PAD-OUTS,AND ALL OTHER 8 ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS APPLIED ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY 5 b BELOW WITH CRIPPLE STUDS,"5QUA5H BLOCKS",AND/OR FULL-DEPTH SOLID BLOCKING COORDINATED WITH THE ARCHITECT OF RECORD. ,�, ,� - W W Z o co W V a of �4� Q Q �-� .0.- o. tc a P.T 2x12 G 4 -' U = t 3 o PERMIT SET ~m X JOI 50 °O x x GO I P..2xl x �� d� �� v� d� n� U rz O N O DE N L 210 N rl L FA 50.1 �,�� px� tlr� vr� °,�� pk� Q V ul AG H 6E AT w SHE THI A LL EGK I55, TO IM 15T QQ QQ Q'QQQ QQQQ PROVIDE d INSTALL 51MP50N I �ABU44 STANDOFF BASE d 0 p p 5TU W/2)Y4 x 4' O 0 PROVIDE d INSTALL BEAM POCKET TO FASTEN TO GONG.W/5/p"DIA. °EMBED) a ACCOMMODATE STEEL BEAM,PROVIDE EPDXIED THREADED ANCHOR 6 Q 4 vj Q 8'x4"xi'BEARIN6 PLATE ROD(6 50.1 —— —— ——— —————— ——— PROVIDE d INSTALL ,,, TRIPLE 2x8 TRIPLE 1.25" TRIPLE TRIPLE 2x8 PLE 2x8 PROVIDE d INSTALL PAIR OF DTT2Z PAIR OF DTT2Z TENSION TIES *� TENSION TIES DOUBLE ROW OF PROVIDE QUAD �� DOUBLE ROW OF p j FULL DEPTH SOLID FULL DEPTH SOLID BLOGKIN6 BELOW BEAM BLOCKING PROVID d IN5TALL w PROVIDE d INSTALL TR 65 DE516NER, PROVIDE d INSTALL TRU55 DESIGNER, Z cn w `n N z �O XXLL v xu. p O (^ O Z5 F 5 F v Cal 50.1 — x SO.I 0 M x Z IN a 0 1 L u b v 6 N& N III LL $CL EL 43 $0 � ELEVATOR NOTE: O FRAMIN6 SHOWN IN HATCHED AREA O MAY BE OMITTED TO J ACCOMMODATE ELEVATOR OPTION LL ZO c j LL_ VCL 51.1 p co O CL LL tii W® w U Q 'Jl LbJl 0 N TRU55 DE5I6NER TO a 5 TRU55 DESIGNER TO 5 p 50.1 p 50.1 PR IDE AND INSTALL ® PR IDE AND INSTALL m AND CONNECTION 0 La �' DROPPED L.VL.BEAM DROPPED L.VL.BEAM — Jw �c L E S V w tl.l T p J p c 7_1 r77= :1 L IF L.V.L.BEAMS OR FLUSH BOTTOM (� IF L.VL.BEAMS OR FLUSH BOTTOM (� o CHORD BEARING TRUSSES ARE CHORD BEARIN6 TRU55E5 ARE \ C S = Z PROVIDED. PROVIDED: PROVIDE d INSTALL BEAM POCKET PROVIDE d INSTALL BEAM POCKET AND P.T.BEARING PLATE A5 AND P.T.BEARING PLATE AS A REQUIRED TO ACCOMMODATE -ENGINEERED WOOD PRE-ENGINEERED WOOD REQUIRED TO ACCOMMODATE -ENGINEERED WOOD PRE-ENGINEERED WOOD O N BEAM.PROTECT UNTREATED G BEAM.PROTECT UNTREATED G a v LUMBER WITH BUILDING FELTI p IF L.V.L.BEAMS OR FLUSH LUMBER WITH BUILDING FELT IF L.VL.BEAMS OR FLUSH BOTTOM CHORD BEARING BOTTOM CHORD BEARING O TRUSSES ARE PROVIDED: TR►_►55E5 ARE PROVIDED: I _ PROVIDE d INSTALL BEAM PRE-EN61REERED WOODPROVIDE d INSTALL BEAM S " POCKET AND P.T.BEARING POCKET AND P.T BEARIN6 ^` PLATE A5 REQUIRED TO PLATE AS REQUIRED TO N VJ ' I^ SIM PROVIDE d INSTALL BEAM POCKET AND ACCOMMODATE BEAM. 51M PROVIDE d INSTALL BEAM POCKET AND ACCOMMODATE BEAM. >, L/ P.T.BEARING PLATE TO ACCOMMODATE PROTECT UNTREATED LUMBER P.T.BEARIN6 PLATE TO ACCOMMODATE r= PROTECT UNTREATED LUMBER ce 6 N BEAM.PROTECT UNTREATED LUMBER WITH PRE-ENGINEERED WOOD IRDER TRU55 WITH BUILDING FELT 6 BEAM.PROTECT UNTREATED LUMBER WITH PRE-ENGINEERED WOOD IRDER TRUSS WITH BUILDING FELT 50.1 BUILDING FELT 50.1 BUILDING FELT � TRUSS[)F"3IISN_NOTE C N E: TRUSS 5 PLUMBING-INE LOCATION, 5 PLUMBING-INE LOCATION,I L] f I AMU v41 AKE-H I"f- S w` 50.1 50.1 SIM 51M 3 .� E o o � M Wry 0 8 8 0 50.1 50.1 G z e 4 O T 4 50.1 SO'I 50.1 50.1% o SIM 6 SIM 6 i 50.1 50.1 B FIR5T FLOOR FRAMING-WALK OUT BA5EMENT I A FIR5T FLOOR FRAMING-EGRE55 WINDOW SCALE:I/4°=I'-0" N 2vo SCALE:1/4"=P-O" 0 a ti G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Eng near ng•Design zoz C ocktower Square Camera/O'Neill Poo tsn,Wh,R1 o287z 44< sur,nq Uo-eeo 4-578•2983 NEW APR RATED WALL SHEATHING RG ORD a. 5EE GENERAL NOTE5. SINGLE 2xb SOLE PLATE 1 `L, Z Z'+' m$ E FLOOR TRU55 AT PROVIDE RND INSTALL " T-` ^�'� - <� us 0 c°D o 0 COLUMN NOT SHOWN FULLY WELDED d FITTED WEB tip.��, N i h a S FOR CLARITY 5TIFFENER5 BOTH 51DE-5 ' 2xb WOOD 5TUD5®16"O.G. �' m p W c a) 2x NAILER,SEE TYPICAL i °T46 PLYWOOD O ` a m o STEEL DETAIL FOR SUB-FLOOR. U cn FURTHER INFORMATION te X PERMIT SET r�Z 0 �c Q ~g PROVIDE AND IN5TALL TRIPLE 2xb STUB POST/SQUASH BLOCK(NOT SHOWN)BELOW ALL JAMB AND I -- STEEL BE4,M,5EE PLAN Q P05T LOCATIONS ABOVE. TRU55 CONNECTION BY TR455 DE51644ER NOT > PRE-ENGINEERED L.V.L.BEAM SEE PLAN ` FOR CLARITY DOUBLE 2xb WOOD FLOOR PROVIDE d INSTALL Y2"FULLY TOP PLATE,TYP TRUSSES 5EE PLANS WELDED STEEL COLUMN GAP. PROVIDE 2x DIA6. FASTEN TO STEEL BEAM W/(4) BRACING 6 4,50 O.G. 3/4'DIA,THROUGH BOLTS STEEL COLUMN, 5EE PLAN SECTION THROUGH EXTERIOR WALL-PARALLEL FRAMING 0SCALE:3/4"=I'-O" to 4 SECTION AT STEEL TO WOOD BEAM CONNECTION Q SCALE:3/4"=I'-O" N w 2x NAILER RIPPED TO MATCH BEAM �"APA RATED WALL SHEATHING 6 W B..=OOPD O FLANGE WIDTH AND FASTENED TO TOP SEE 6ENERAL NOTES. W/ARCH L FLAN6E WITH�"DIA.THRU BOLT5®24' in T46 PLYWOOD O O.G.5TA66ERED AND COUNTERSUNK %6FLOOR N SINGLE 2x6 SOLE PLATE L 2x6 WOOD STUDS®16"O.G. o= "TIC,PLYWOOD Q F P LA FLOOR Q PROVIDE GONTINUOU5 2x4 SUB-FLOOR. W a SEE PLA u- 'RIBBON"FASTENED TO EA. Q FLOOR TRUSS W/12d NAILS i TRU55 HAN6ER5 BY 'L PROVIDE AND INSTALL TRIPLE 2x(b TRU55 DE-516NER NOT %n STUB P05T/50UA5H BLOCK NOT Z LL. SHOWN FOR CLARITY PACK WED OF STEEL BEAM WITH O SOLID BLOCKING.FASTEN W/�` w SHOWN)BELOW ALL JAMB AND POST i= STEEL BEAM,5EE DIA THRU BOLT5®24'').C. `�o LOCATIONS ABOVE. - CL PLAN 5TA66ERED p U o PRE-ENGINEERED w Q Q SECTION THROUGH STEEL BEAM ' DOUBLE 2x6 WOOD FLOOR p V) 0 5 in SCALE:3/4„=1-O TOP PLATE,TYP. TRUSSES,SEE PLANS L J `TO I � n V 2 5EGTION THROUGH EXTERIOR WALL-PERPENDICULAR FRAMING 5 SCALE:3/4"=1'-O ^^11 a W Z O 04 *No 0 "APA RATED T46 = r- PLYWOOD SHEATHING -AP SHEATHIN6 3 `v >. r/ 2x NAILER RIPPED TO MATCH BEAM "MAX " FLANGE WIDTH AND FASTENED TO TOP 2 — C) FLANGE WITH�"DIA.THRU BOLT5®24"UN �SUBF RYWOOD _ O.G.5TA66ERED AND COUNTERSK N F— J s - 2x LADDER FRAMED RAKE%] 3, �-- x F TRU55, FLOOR PRE-ENGINEERED a _ PLANS 5g pLp �- �'APA STRUCTURAL RATED WOOD ROOF 3 EXTERIOR PLYWOOD TRU55 SHEATHING SHEATHING SHALL -*�PRE-ENC71NEERE E EXTEND TO TOP OF CABLE WOOD 6ABLE TRU55 CONNECTION BY END TRU55 END ROOF TRU%DE516NER NOT TRU55 SHOWN FOR CLARITY 5EE ARCH.FOR EXTERIOR FIN15HE5,TYP. 5TEEL BEAM,5EE PLAN O�E CTION THROUGH STEEL BEAM RAKE LADDER FRAME DETAIL AT TRUSSES ALE:3/4"=I'-O" 3 SCALE:3/4"=I.-On x 0 mS a 0 0 x q 3 3 O F, U a 0 a h PLAN NOTES: PLAN NOTES CONT.: LADDER FRAMED RAKES NOTE #J-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL 57UD LUMBER AS ADJACENT STUD5 d.e. cf. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHFR IN ACCORDANCE WITH TRU55 BLOCKIN6 2J-2K MEANS 2 FULL-HEIGHT KING STUDS WITH 2 JACK 5TUD5 SUPPORTIN6 THE HEADER) MANUFACTURER'S REQUIREMENTS AND PREVAILING STATE B CAMERA-O'NEILL LADDER FRAMED RAKES ARE NOT SHOWN BUILDING CODE.CODE. C� PROVIDE AND INSTALL SOLID 'O. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH CONSULTING ENGINEERS FOR CLARITY.REFER TO DETAILS 3/51.1 FOR "2 §t uctwai Eng neer ng-Design ADDITIONAL INFORMATION BLOCKING EA.SIDE OF ALL RIDGES. 2. -----�-INDICATES 51MP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL MANUFACTURER'S REQUIREMENTS AND PREVAILING STATE BUILDING CODE. VALLEYS d HIPS AND AT ALL EAVES 51MP50N HANGER5 SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WITH THE MAXIMUM if REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY :oiCocktowerSquare TO SUPPORT AND FASTEN 5HEATHIN6 FASTENER 51ZE AND QUANTITY. SPECIFIED ON PLANS. Camera O'Neill Portsmouth,RI028n TRUSS DESIGNER NOTE PANELEDGES. L NOTES 3. 'LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE YZ'THICK 2. MEMBER LAYOUT DEPICTED ON THI5 PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING 4-578.2983 TR1/55 DESI6NER 15 RESPONSIBLE FOR "5PRIN6FIELD"GAP AND BASE PLATES AT ALL LALLY COLUMNS. LAYOUT,MATERIAL TAKE-OFF AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE 5PECIFYIN6 ALL CONNECTION AND 4. UNLE55 OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENIN66 SHALL BE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR. UPLIFT HARDWARE.TRUSSES SHALL BE FIRST RAFTER/FIRST TRU55 SUPPORTED ON EA END BY A 51N6LE JACK STUD 6AN6ED TO A DOUBLE KING STUD. ANY SUBSTANTIAL CHANGE IN FRAMING METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. _ y-IV DE-5167NED TO MEET ALL BEARING FASTEN FIRST RAFTER/TRU55 THROUGH 5. BEAMS AND COLUMNS ON PLAN MARKED"P.T."DENOTE PRE55URE TREATED OR WOLMANIZED LUMBER. 3 ALL DIMENSIONS,ELEVATIONS.5HELVE5,BEAM POCKETS,CUT-OUT5,UNDER6ROUND UTILITIES,PIERS,FOOT KISS �% Y REQUIREMENT5.APPROACHES TO 5HEATHIN6 INTO WALL 5TUD5/RL% b. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTEGHNICAL MECHANICAL ACHIEVE REQUIRED BEARING INCLUDE, MEMBERS W/Y4'x45/e"SIMPSON SDW 1. ALL FULL-HE16HT COLUMNS WHICH PA55 THROU6H FLOOR OR GEILIN6 FRAMING SYSTEMS SHALL BE FULLY ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. 40*� BUT ARE NOT LIMITED TO,BEARING SCREWS AT Ib"O.G.5TA66ERED BLOCKED AND 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 OTHERENGHANGER5,ADDITIONAL TRUSS tUNLC-55 OTHERWISE NOTED) b. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS APPLIED ARGHITEGTURAL FEATURES AND ENiBELLf5Hh7£N75 BE THE RESPONSIBILITY OF OTHERS AND FULLY !t PLIES,DIFFERENT MATERIALS,ETC BELOW WITH CRIPPLE STUDS,"SQUASH BLOCKS'AND/OR FULL-DEPTH 50LID BLOCKIN6. COORDINATED WITH THE ARCHITECT OF RECORD. ;4` w ILIAm o SEE GENERAL NOTES FOR ADDITIONAL FRAMER NOTE FRAMER NOTE: ''(%{ ;s_ tali o% REQUIREMENTSANFORMATION PROVIDE BLOCKING BETWEEN TRUSSES 7 PROVIDE BLOGKIN6 BETWEEN TRUSSES vs- i S' c P AT TOP CHORD TO PROVIDE SUBSTRATE AT TOP CHORD TO PROVIDE SUBSTRATE �ti. FOR SHEATHING FASTENING FOR SHEATHIN6 FASTENING '� oe p�, act p o CONTINUOUS 2xb LEDGER a HEEL OF TAPERED 2xIO ROOF JOISTS®ib -CONTINUOUS 2xb LEDGER a HEEL OF _ O �_ a c MONO-SLOPE TRUSSES FASTENED THROU6H O.G.(b"MIN.DEPTH REMAINING) MONO-SLOPE TR1155E5 FASTENED THROU6H U s t CL 3 m 5HEATHIN6 AND INTO WALL STUD5/BEAM WITH(2) 5HEATHIN67 AND INTO WALL 5TUD5/BEAM WITH(2) PERMIT SET U ~m D #°x °SIMPSON SD5 SIC a I&"O.G. ti v PROVIDE QUAD Z REFER TO TRUSS DESIGNER'S REQUIREMENTS CONTINUOUS 2XIO °x� °x� 2xb STUB POST a�i #°x4Y2"SIMP50N 505 SCREWS a Ib"O.G. p a ^ U LEDGER FASTENED BELOW BEAM h 2 REFER TO TRUS5 DE-516NER'S REQUIREMENTS ,,•Q Q FOR TRU55 FASTENINGS TO LEDGER AND WALL. THROUGH SHEATHIN6 Q DOWN TO HEADER Q 2 FOR TR65 FASTENINC75 TO LE06ER AND WALL Q' Q AND INTO WALL STUD5 W/Wx42"51MP50N 505 =- == == = == == == == == 5GREW5®Ib'O.G. a g N - 5TA66ERED -� - - I 2x HE TRIPL 2 PI 2 HF_A P1E 2x HE -E WOOD 24 O . OVIDE I T L.V.L. R V INST SIM OTT( -EN6 D 24'O. I TTIZ 5ITN T � 1K t O _ff IT z "t iPLE 2 HEA TR 2x HEAVETR1 2xb DER IPLE b HEA E 2x HEA PRE-ENGINEERED WOOD 61RDER TRU55NFFMFr)WOOD ISSIRMFQ T121155J Rill z! z w UJI i Ni cN PRE[W71NEdD ®2"O.G. LL Z �i ��E O K AfF (GATES APPROX S P j N > Ix ARGH.,'G.G. 1�`K � II�?�' III xi TRU55 DE516NER NOTE: I ts•Q PLY -ENGI RED D RDER I -TRU55 DE516NER NOTE: v x MODIFY TRUSS BOTTOM MODIFY TRU55 BOTTOM CHORD TO BEAR DIRECTLY xl0 OOF III CHORD T 1 ERRDIREGTL Rio/ _0 51.1 ON L.V.L.HEADER II " 2 II R5 �� n ° 2x10 JII y`K + FT o OF N 2K Ib G. 0 u9 RAF 5 2 <r3 '^ a w ® FF O Ib" G. 2 ?� X IRII'LE V N p �/ �OLL� w� z 0U_ 51.1� O Z IV RID GIRDER TRUSSES TYP } r+ F SHALL BEAR O N DIRECTLY ON WINDOW - 2 J Q HEADER JACK AND 51,1 LL PRE-ENGINEERED OD 61 R TRUSS J KIN6 STUDS 2�-2 INDICATES AlOX. TYP Q IIIIM '- TRIPLE 5.5" OF- edBibia LL (IIIQ III L.V.L.HEADER I � - •• x "�� Z O D 0 ` (III) u- -U (III w WALL(SHOWN 5HADED) TRI Z W Illl (III ' k �� O 2K r� Illl w ® IIII ZJ-ZK °`' of-`'P tr Uj ' III U w J IIII BLOGKIN5, K III ' SEE NOTE w dae�5 j fBLOGKIN6, �+ ' SEE NOTE wz S P r(III w (III - WCjQp (III J, IIII IIb15"L.V.L.BEAM(FLUSH) 3 I'W D � nl NII in w x E 12 W Illl> Uj°III Z ul ii II J K OR 2-5PAN TRIPLE IIb15"L.V.L.B AM FLUSH) 'AV T IIII .4 i xn w III pOl�-E N IIII GOORD.ATTIC AGGE55- ,� PRE-ENGINEERED WOOD N S �` O DIMENSIONS W/ARCHt DW65. \ } GIRDER TRU%OR DOUBLE 0 61RDER TRUSS DOUBLE 2x O IIII 11.&15"L.V.L BEAM(FLUSH) ° 2K -ENGINEERED OD 61 R TR1155 )tom Y T .� 7RIpI -ENGINEERED D GIRDER TRUSS � � ►Qy ® PRE-EN61 WOOD GIRDER TRU55 D ` � � Uj LL� - c o l�- O�� 0 �/,o�� DOUBT •ys � N p K PRE-EN6INEE WOOD GIRDIBZ TRUSS T K �N�� 2xl 2 T OR DOUBLE 11.8 "L.V.L,BEAMFL ?�/r O PRE-ENGINEERED OD 61RDER TRURRIIIII� xl0 ODF G/ � ` II F RS OFp RAF a,II ZJ-zK O+ w Ij J N TRU55 I R NO II t^ ib' G. II S D IGNER N TE: - fr' �� r-- NOT tj-I- E.-, !.$ --TRUS E5 O o x a MODIFY TRU55 BOTTOM MODIFY TRU55 BOTTOM (III WALL(SHOWN 5HADEp >.�p� Sa) CHORD TOOBEL R DIRECTLY I_ I PLY -EN61 RED D RDER % w�I GOHORD TOH MAR EADERDIRECTLY J�K II I II 2 -,K I a I (/� I � _ Z I wI w �5 I EN61 LD ®2'O.G. �i Nu V (III EiIE516NENH_1 E. co - INDICATES APPROX. I-eCOORD.W/ARCHJ6.G. LL LTRI 2xb TRIPLE xb o TRIP 15.5"L.I. LPLE 'LA HEAD 2-5PAN PRE-ENGINEERED WOOD GIRDER TRU55 • 2-5PAN TRIPLE IIB15"L.Vt.BEAM(FLUSH) + o - - xb N 7c 1���L_EMINEERE 7c F-� x R.-E I WOOD 24'0 x�24"O PROVIDE BLOGKIN6 BETWEEN TRUSSES FOR _ _ TRI 9S'L. HE _ ` 2 COLUMN ATTACHMENT ° =- = = == = == == - TRIPLE .25" -IK rye L.V.L. M 2 a� ry, (DROF___ _)= TRIPLE2x8 ER 77 - .� �` CONTINUOUS 2x8 LEDGER a HEEL OF �s 6.G.NOTE: 6+ k MONO-SLOPE TRUSSES FASTENED THROUGH g6 c ;A i �� g�6 SHEATHING AND INTO WALL 5TV05/13EAM WITH,2' a� gA6 �} SEE SECOND FLOOR FRAMING FOR ALL HEADERS,BEAMS AND PO5T5 #"x4U4"51MP50N SD5 5CREW5 a Ib"O.G. CONTINUOUS 2xb LEDGER a HEEL OF MONO-SLOPE TRU55E5J a 5UPPORTIN6 LOW ROOF FRAMING REFER TO TRU%DE516NER'5 REQUIREMENTS FASTENED THROUGH 5HEATHIN6 AND INTO WALL STUDS/BEAM c FOR TRU55 FASTENIN65 TO LEDGER AND WALL. WITH(2)#'x4<2'SIMP50N SDS SCREWS a Ib°OG A SECOND ING FLOOR FRAM A ROOF FRAMING FRAMER NOTE: REFER TO TRUSS DESIGNER'S REQUIREMENT5 FOR TRU55 SCALE:I/4 SCALE:I/4"=I'-O" PROVIDE BLOCKING BETWEEN TRUSSES FASTENINGS TO LEDGER AND WALL. AT TOP CHORD TO PROVIDE SUBSTRATE FRAMER NOTE: j FOR 5HEATHIN6 FASTENING PROVIDE BLOGKIN6 BETWEEN TRUSSES J AT TOP CHORD TO PROVIDE 5UB5TRATE o FOR 5HEATHIN6 FASTENIN6 0 ti G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design zos Clocktower Square Camera/O'Neill Portsmouth,RI oiBn ^suit nQ Enp nears 4-5I6•2983 vE f� r�n�'frJ� L Qr( S Z Z W O. W 3j Eao <I U' c _ U v 0 W U c°C 'O r �Gu+ Ot 00 -� p '_ E o v a m PERMIT SET U �Z o oa U Q AT WALKOUT BASEMENT OPTION,PROVIDE"5TI" STRAP HOLDOWNS IN LIEU N N N O� ✓ 9 1% OF"H2"HOEDOWNS AT FIRST FLOOR FRAMING g�&HHb O 8 Hb He Hb ry�o H5 H5 I HH55 I HH55 I H5 I H5 1 H5 H5 17 M 5W2 5W2 5W2 5W2 5W2 5W2 5W2 N Z H 1 _ W 400 00 0 000 Z 0 Q N ,p J r- J Q i 000 W (1) 04 O LL_ IL Cie LU J ` V) Q Q s O F— O = Z O CN 110 O 0 Hb Hb $ I to N W ' 0 c N 3` z 2 :D " v' 10, O j W G N ti N _ a FIR5T FLOOR SHEARWALLS • v SCALE:1/4 HOLDOWN NOTES: o A BASEMENT 5HEARWALL5-WALKOUT BA5EMENT OPTION I ALL THREADED ROD HOLDOWN5 SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S REQUIREMENT5. I SCALE:I/4°=1'-O" HOLDOHN SGHEDULE 2. ALL"V-TI-PLY WALL STUDS FASTENED TO HOLDOWN5 SHALL BE GANGED T06ETHER IN ACCORDANCE WITH BUILDING CODE AND GENERAL NOTE5. d SHEARHALL SGHEDULE HOLDOWN THREADED 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,°5TI"STRAP HOLDOWN5 SHALL BE EXTENDED THROU6H FLOOR SHEATHING AND FASTENED TO BEAMS/BLOCKIN6 BELOW. 3 ID TAG 51MP50N HOLDOWN FASTENERS ROD EMBED.INTO STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING AS REQUIRED. SHEARWALL PLYWOOD 5HEETROGK WALL STUDS BLOCKING NAILING 0 ON PLAN MODEL 0 FASTENED TO: TO FRAMIN6 DIAMETER CONGRETE 4. ALL DIMENSIONS,ELEVATIONS,5HELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL OTHER ITEMS 5HALL BE FULLY COORDINATED WITH ID TA6 FACE FACE 0 PANEL ED6E5 0 ED6E57 PANEL ED6E5 CIVIL,GEOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. SWI OUTER INNER SINGLE 2x BLOGKI=D Bd®b°O.G. H2 HDU2-5D525 DJUBI E DF/SP WALL STUD SDS SCREWS 5/8'DIA. 12° 5. PROVIDE AND INSTALL HORIZONTAL 4'xb'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRUSS.THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH bd NAILS a b"O.G.(3 NAILS PER STUD'.PLYWOOD PANEL SHAH BE FASTENED TO THE PRE-ENGINEERED WOOD RIM TRU55 TOP CHORDS,BOTTOM CHORDS,AND 5W2 OUTER INNER 51NGLE 2x BLOCKED bd 0 4"O.G. H5 HDU5-50525 DOUBLE OF/5P WALL 5TUD SD5 SCREWS 5/b'VIA. 12" RIBBON JOISTS W/bd NAILS®b"O.G.AND TO THE TRU55 VERTICAL MEMBERS WITH bd NAILS a b"O.G.(3 NAILS PER VERTICAL MEMBER).THI5 PLYWOOD TIE PANEL SHALL BE FASTENED TO 5W3 EITHER BOTH DOUBLE 2x BLOCKED bd 0 2"O.G. Hb HOUb-50525 TRIPLE DF/5P WALL 5TUD SD5 SGREW5 5/6'DIA. 12" TOP OF ALL LOWER FLOOR STUDS WITH bd NAILS a b°O.G.(3 NA.L5 PER STUD.ALL SOLE PLATES AND TOP PLATES SHALL BE NA,LEP WITH bd NAILS a b"O.G.*"EXCEPTION:PLYWOOD PANEL 5TI CS-20xg0"LONG DOUBLE OF/5P WALL STUD (42)IOd NAIL5 ABOVE AND BELOW RIM SHALL BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)bd NAILS(5 EACH KING AMC)JACK) a a ti GENERAL NOTES GFNERAL NOTES: GAS FURNACE W/SPLIT AIR CONDITIONER SCHEDULE 1 TIff MECHANICAL SYSTEM INDICATED ON 71IE DRAWINGS ARE DIAGRAMMATIC TO SHOW THE LABEL(ID) MAKE MODEL(INDOOR UNITS) ILP INPUT1 OBTUHUTPUT VOLT PH AMPS FUSE MODEL COIL MODEL(OUTDOOR) TON SEER VOLTAGE PH MCA MOCP NOTES OWNER'S INTENT AND Tiff MECHANICAL EQUIPMENT LOCATIONS ALL EQUIPMENT AND 9 BRANCII SUPPLY AND RETURN GRILLES SI IAELL HAVE VOLUME DAMPERS TO BALANCE FACII AIR AHU-I/CU-1 HEIL N9MSE0601714A 1 2 60,000 58,000 115 1 9.7 15 EDM4X36L17 NXA636GKA 3.0 16 208/230 1 18.1 30 AMP SEE NOTE 1 L) ACCESSORIES ARE SHOWN APPROXIMATELY AND SMALL BE INSTALLED CONSISTENT WITHlOB DEVICE OUTLET. 10 ALL DUCTWORK ELBOWS AND TEES SHALL!TONE TURNING VANES INSTALLED TO MINIMIZE STATIC AIJU-2/CU-2 IIEIL N9MSE0601410A 1 2 60,000 59,000 115 1 9.7 15 EDM4X30L14 NXA630GKA 2.5 16 208 230 1 16.8 25 AMP SEE NOTE 1 CONDITIONS AND APPLICABLE CODE REQUIREMENTS THE EIVAC CONTRACTOR SHALL PROVIDE ALL NOTES-I PROVIDE SPLIT SYSTEMS WITII HIGH/LOW PRESSURE SAFETIES,TXV VALVE,CONDENSATE NEUTRALIZER KITS,CONCENTRIC ROOF VENTS&7 DAY PROGRAMMABLE TIW"OSTATS Z Z"+ m o E` LABOR AND MATERIALS NECESSARY FOR A COMPLETE WORKING SYSTEM AND ALL REQUIRED PRESSURE DROP 2 PROVIDE AUXILARY DRAIN PANS �+ °C 3 m u coo 11 THE MECHANICAL CONTRACTOR SHALL BALANCE TILE IIVAC SYSTEM PER T1Ih AIR FLOWS LISTED H—' >N TESTING OF THE MECfiANICAL SYSTEMS.Tlff MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE AIR DEVICE SCHEDULE �'�+U > rn O a U FOLLOW ALL RANGE HOOD EXHAUST DUCTWORK INSTALLATION REQUIREMENTS TILE RANGE m- FOR PERMIT COSTS EXHAUST DUCT SHALL DISCHARGE DIRFCTLY TO TILE OUTDOORS USING SINGLE WALL GALVANI/FD LABEL(ID) MAKE MODEL SIZE NECK CFM DESCRIPTION NOTES C O►W- o o c o 2 THE MECHANICAL INSTALLATION SHALL MEFT ALL THE REQUIREMENTS OF THE AUTHORITY - V a m STEFL OR STAINLESS STEEL DUCTWORK T1IE DUCTWORK S1lALL IIAVE A SMOOTH INTERIOR Cal HART&COOLEY A682M 12x6 7"p 80-110 2-WAY CEILING SUPPLY DIFFUSER - U = m o HAVING JURISDICTION IT SHALL ALSO MEET THE 2015 INTERNATTONAI RESIDENTIAL CODE AND THE U ^Z o 2016 NFW YORK STATE UNIFORM CODE SUPPLEMFNT. SURFACE,BE AIR TIGHT AND BE EQUIPPED WTITI A BACKDROP DAMPER FG-1 HART&COOLEY 421 120 SEE PLANS 0-130 FLOOR DIFFUSER COORDINATE FLOOR GRILLE COLOR °C U Q 3. TIff MECHANICAL CONTRACTOR SHALL EXAMINE TIIE ARCHITECTURAL DRAWINGS AND SITE TO 12 DRYER EXHAUST SHALL BE CONSTRUCTED OF SMOOTH INTFRIOR 0 016-INCH MINIMUM THICK METAL RR-I ITART&COOLEY 661 12x12 - 0-260 WALL RETURN GRILLE FULLY INFORM ITSELF OF ALL CONDITIONS DUCT 4 INCHES IN NOMINAL DIAMETER AND SHALL MEET THE REQUIREMENTS OF SECTION M 1502 - RR-2 IEART&COOLEY 661 24x14 0-800 WALL RETURN GRILLE 4. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONDENSATE DRAINS CLOTHES DRYER EXHAUST OF THE 2009 INTFRNATIONAL RFSIDFNTIAE CODE INSULATE DRYER Rey,t���,,,,,t�,"U EXILAUST DUCTWORK AS REQUIRED TO PREVENT'CONDENSATION PROVIDE COMBUSTION AIR -3 HART&COOLFY 661 24x12 - 0 720 CEILING RETURN GRILLE `_r,-r4 f.l,l,". 5 TIff MECHANICAL CONTRACTOR SHALL PROVIDE A TRAINIING WALK THROUGH WITH TIff OWNIA ,` `' OPENINGS ff REQUIRED PER TILE DRYER MANUFACTURERS INSTALIATION INSTRUCTIONS AND NOTES I COORDINATE AIR DEVICE LOCATION,QUANTITY,THROW,SIZE,AND CEILING TYPE HARDWARE BEFORE ORDERING tit•' AND GENERAL CONTRACTOR TO DISCUSS ALL 1IVAC COMPONENTS AT THE CONCLUSION OF T1Ih z 4. '` 2 EXAMINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES •s� r PROJECT APPLICABLE CODE REQUIREMENTS 3 PROVIDE VOLUME DAMPERS AT BRANCH CONNECTIONS TO MAIN,BALANCE PER CFMS LISTED f r;• 13. ALL GAS APPLIANCES SHALL BE INSTALLED AND VENTED PER APPLICABLE CODE REQUIREMENTS 4 PROVIDE BOOT WITII ADJUSTABLE DAMPER IN NECK. r; 6. THE MECHANICAL CONTRACTOR SHALL SUBMIT 0&M MANUALS AT THE CONCLUSION OF THE i .1 ; PROJECT. 14. APPLIANCES WITH IGNITION SOURCES LOCATED IN TIff GARAGE SHALL BE PROTECTED FROM 7. INSTALL ALL EQUIPMENT AND ACCESSORIES PER TIES MANUFACTURER INSTRUCTIONS ALLOW TILE DAMAGE AND BE ELEVATED SUCH THAT THE SOURCE:OF IGNITION IS NOT LESS TITAN 18 INCHES E}IIIAUST AND SUPPLY FAN SCHEDULE MANUFACTURERS RFCOMMENDtD CLEARANCE AROUND ALL COMPONENTS.IF THE CONTRACTOR ABOVE THE FLOOR SURFACE ON WHICH THE EQUIPMENT OR APPLIANCE RESTS. ` LOCATION 15. COORDINATE THERMOSTAT CATION WITH OWNER.LOCATF THERMOSTAT AWAY FROM WINDOWS, LABEL(ID)MAKE MODEL CFM S P VOLTAGE Pli AMPS WATTS DISCHARGE NOTES FORESEES OR COMES ACROSS ANY INSTALLATION CONCERNS HE SHALT NOTIFY THE ARCHITFCT EXTERIOR WALLS,HEAT SOURCES AND SUPPLY AIR DEVICES EF-1 PANASONIC FV-05-1 IVKSI SO 0 2" 120 I 016 6" SEE NOTE 1,2,3,4 FOR A RESOLUTION. 8. ALL SQUARE AND RECTANGULAR DUCTWORK TO BE SHEET METAL LINED OR WRAPPED WITH IIEF-I FAN TECH FG 12 EC 600 0 3" 120 1 - - 12" SEE NOTE 1,2,3,4 INSULATION TO MEET CODE REQUIREMENTS,DUCTBOARD OPTIONAL ROUND DUCTWORK TO BE SF-1 FAN TECH FG 12 EC 600 0 3' 120 1 - - 12" SEE NOTE 5,6,7 METAL WRAPPED WITLI INSULATION TO MEET CODE REQUIREMENTS FLEXIBLE DUCTWORK SHALL NOTES:1.EXHAUST FANS SHALL HAVE BACK DRAFT DAMPERS BE PERMITTED PROVIDED THAT DUCT LENGTHS SIIALL BE LIMITED TO 14'MAXIMUM ALL EXHAUST 2.PROVIDE WITH ANY NECFSSARY DUCT TRANSITIONS&MOUNTING HARDWARE AND INTAKE DUCTWORK SHALL BE ME:I AL WRAPPED WITI1 INSULATION AND VAPOR BARRIER 70 3.INSULATE ALL EXHAUST DUCTWORK IN UNCONDITIONED SPACE TO PREVENT CONDENSATION N Z MEET CODE REQUIREMENTS 4 PROVIDE WITH ALL ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION O 5.INTERLOCK WITH OPERATION OF KITCI IEN 11001) H 6 PROVIDE WITH CONTROL WIRING FROM CONTROL PANEL IN BASEMENT TO An IC SPACE FOR FUTURE DUCT HhA7 ER. 7.PROVIDE WITH CONTROLLER,MOTORIZED DAMPER,FAN WITH EC MOTOR AND ALL OTHER COMPONENTS TO MAKE A COMPLETE SYSTEM ELECTRIC WALL HEATER SCHEDULE NOMENCLATURE LABEL(iD)MAKE MODEL CFM HTR WATTS VOLTAGE I PH AMPS I NOTES WII-1 QMARK CWTI-1202 65 1 1,000 240 1 4.2 SEE NOTE I,2,3 -{f-� UNDERCUT DOOR I" NOTES:1.FURNISH WITH INTEGRALTHERMOSTAT. 2.FURNISH WITH DISCONNECT Q 3 PROVIDE WITH ALL NECESSARY HARD WARE (�J EXHAUST FAN W � M® FLOOR OR CEILING SUPPLY DIFFUSER O Zw J J RETURN GRILLE Q Q LU Z p V_ MANUAL VOLUME DAMPER z Z= 0 N O Q LL- a =N Q di MOTOR OPERATED ZONE DAMPER U W Z Q Q o O THERMOSTAT �Q tun 0 F— Z O O 0 N a) Lo c: N - J N Z � E r� 00 zzUS mo Em N >O C OCQ W Ct (p 0 O O C U = j 3 m d P Z O U NX \,,A\\[llflll�lJ rl, y.. ern t4.i 7"HONEYWELL FRESH AIR DAMPER 7"9 7"9 7 l# CD-1 7"1 50 CFM Z CD-1 O 50 CFM v� w ae RR-1 N 170 CFM 7"1 Q N s(D I O CL CV 7"t oe S 0 �- 7"9 CD 1 0 - ch 50 CFM J 7"1 LL - b bc eo o Z 'I X WC L � O LLJ r lL C . a N °C u H N U m Q 7"9 _ _ Ioxlo w U 8x10 p H Q 14xl2 IST FLOOR ZONE DANTER 7"9 CD-1 6 50 CFM 6"EXH 8x8 W/DAMPER 7 4 "� 1, 8x8 ZONE N DAMPER EF I AHU 1 Z HONEYWELL------0N (D 0�❑ W8150 PM11 AIR o CONTROLLER N N O 24x8 RETURN /11 r- UP VJ T"0 N � 7"0 FRESH AIR Q n I VJ � N 0 - � N Z00 a� X •� 1 N coW 7"1 r- 7"9 1 UNIT"D2"BASEMENT PLAN W/WALKOUT M-1 SCALE:1/4"=1'-0" ZZW EC' W V' C ad D co U V Hy ;C COS O W U Q o m 0 W p t O Q C `— C a aoi V = m 0 V Z O U Q F® F® FG-1 130 CFM 130 CFM 130 CFM .:��w rdFx•`�4 50CFM EF-1 CD-1 CD-I i - 75 CFM 75 CFM 7"4 KITCHEN HOOD Wi 7"4 71 6"4 INLTNE EXHAUST W ATTIC.INTERLOCK 7"¢ EXHAUST FAN WITH MAKE UP AIR FAN. 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UNIT ROOF PLAN M SCALE:1/4"=1 -0" j' ELECTRICAL SYMBOLS O RECESSED DOWN LIGHT OO SURFACE MOUNTED DOWN UGHT PANEL WALL SCONCE Q LINEAR STRIP LIGHT AMPS:200 I f 1 WALL MOUNTED DOOR CHIME PUSH BUTTON, TYPE:M.L.O. �.J MOUNT 48'MAX AFF O WALL MOUNTED TWO TONE DOOR CHIME, PHASE/WIRE:1/3 MOUNT T-0'AFF L) SINGLE POLE WALL MOUNTED SWITCH, VOLTAGE:120/240 MOUNT 48'MAX AFF U.N.O. 3 THREE WAY WALL MOUNTED SWITCH, A.I.C.:22,000 W o MOUNT 48'MAX AFF U.N.O. y m o c o: y C $4 FOUR WAY WALL MOUNTED SWITCH, 0.6 <Cc MOUNT 48'MAX AFF U.N.O. CIR. TRIP NO. NO. TRIP CIR. oe C Lu o c p o O 120v,MULTI-STATION SMOKE ALARM NO. AREA SERVED AMPS A.W.G. POLES POLES A.W.G. AMPS AREA SERVED NO. U = 3 m WITH 9VDC BATTERY BACKUP a)LIGHTING:BSMT(FINISHED) 20 20 LIGHTING:BSMT(UNFINISHED/UTILITY) U ,�z U CO 120v,MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES:BSMT(FINISHED) AFCI #12 1 1 #12 AFCI RECEPTACLES:BSMT(UNFINISHED/UTILITY) 2 °L WITH 9VDC BATTERY BACKUP a EP RECEPTACLES:MEDIA PANELS BSMT 20 #12 1 20 RECEPTACLES:BSMT BATHROOM _ ELECTRIC POWER PANEL 3 (BSMT) AFCI 1 #12 AFCI DEDICATED GFI(1) 4 MPa. MEDIA(TEL OR CATV)PANEL LIGHTING:STAIRS,MUDROOM(1st),BATHROOM(1st) 20 20 RECEPTACLES:1st FLR BATHROOM .'�,`✓r;.=��E}y•.,,s J❑ JUNCTION BOX 5 CLOSET/PANTRY(1st),HALL(2nd),LAUNDRY(2nd) AFCI #12 1 1 #12 AFCI DEDICATED GFI(1) 6e z♦.,: .. - DUPLEX RECEPTACLE,MOUNT 18'AFF U.N.O. LIGHTING:GARAGE 20 20 LIGHTING'ENTRY,FOYER,&DEN 7 #12 1 1 #12 RECEPTACLES: - GARAGE GFI(2)&GDO AFCI AFCI RECEPTACLES:ENTRY,FOYER,DEN&EXT.GFI(1) -•:i - ',' DUPLEX RECEPTACLE,ONE SIDE SWITCHED, ; r MOUNT 18'AFF U.N.O. LIGHTING:LIVING&DINING 20 20 LIGHTING:W.M.ROOM 9 #12 1 1 #12 10 : GFI DUPLEX RECEPTACLE,MOUNT 18'AFF U.N.O. RECEPTACLES:LIVING&DINING AFCI AFCI RECEPTACLES:W.M.ROOM&EXT.GFI(1) s;,.,::'•";,,• DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 LIGHTING:KITCHEN 20 #12 1 1 #12 20 RECEPTACLES:KITCHEN COUNTER 12 J RECEPTACLES:KITCHEN(ISLAND) AFCI AFCI aTV TELEVISION OUTLET,PROVIDE WITH RG-6 CABLE TO MEDIA PANEL,FACEPLATE AND F-CONNECTOR 13 RECEPTACLES:KITCHEN COUNTER AFCI #12 1 1 #12 20 AFCI RECEPTACLES:REFRIGERATOR 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 vj Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS, LIGHTING:REAR PATIO 20 20 Z PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 RECEPTACLES:REAR PATIO GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES:LAUNDRY&HALL(2nd) 18 O C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER h INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 LIGHTING:M.BEDROOM,CLOSET&M.BATHROOM 20 #12 1 1 #12 20 RECEPTACLES:M.BATHROOM 20 KI 12'MAX BELOW COUNTER RECEPTACLES:M.BEDROOM AFCI AFCI DEDICATED GFI(2) GFP INDICATES GROUND FAULT PROTECTED 21 LIGHTING:BEDROOM#2 CLOSET&BATHROOM#2 20 20 LIGHTING:BEDROOM#3 CLOSET&BATHROOM#3 WP INDICATES WEATHER PROOF ENCLOSURE RECEPTACLES:BEDROOM#2 AFCI #12 1 1 #12 AFCI RECEPTACLES:BEDROOM#3 22 GD INDICATES GARBAGE DISPOSAL DW INDICATES DISHWASHER 23 LIGHTING:BEDROOM#4 CLOSET&BATHROOM#4 20 #12 1 1 #12 20 RECEPTACLES:BATHROOM#2 24 1--Q N RECEPTACLES:BEDROOM#4 AFCI AFCI DEDICATED GFI(1) R INDICATES RANGE 0< N REF INDICATES REFRIGERATOR RECEPTACLES.BATHROOM#3 20 20 RECEPTACLES:BATHROOM#4 'n HD INDICATES RANGE HOOD 25 DEDICATED GFI(1) AFCI #12 1 1 #12 AFCI DEDICATED GFI(1) 26 V FP INDICATES FIREPLACE 0 Q } LIGHTING:ATTIC 20 20 D INDICATES DRYER 27 RECEPTACLES.HEF-1&SF-1(ATTIC) AFCI #12 1 1 #12 AFCI RECEPTACLES:DEDICATED WASHER&DRYER 28 W Q M W INDICATES WASHER Q INDICATES GAP.AGE DOOR OPENER,RECEPTACLE IN CEILING, 29 30 W Z GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH WH-1 WALL HEATER 20 #12 2 2 #6 50 FUTURE MAKEUP/SUPPLY J Q Lu C3 SIDE OF INTERIOR DOOR (W.M.ROOM) DUCT HEATER(ATTIC) J � 31 32 Q W Z GENERAL ELECTRICAL NOTES Z U� O � 33 HWH-1 CU-1 34 C a W 1.ALL WORK SHALL COMPLY WITH INTERNATIONAL RESIDENTIAL CODE(IRC 2015),AND ALL APPLICABLE ELECTRIC HOT WATER HEATER 30 #10 2 2 #10 30 OUTDOOR AC LOCAL CODES AND/OR AMENDMENTS 35 (BSMT UTILITY) CONDENSING UNIT 36 H LU Ji Q 2.ALL MATERIAL SHALL BE NEW AND U.L.OR EQUALLY APPROVED. p uj C/) vUi 3.PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED,VOLTAGE, 37 AHU-1 GAS FURNACE(BSMT UTILITY) 15 #14 1 CU-2 38 PHASE AND CIRCUIT NUMBERS. 2 #12 20 OUTDOOR AC 4.ALL SERVICE AND FEEDER CABLE TO BE 600V,1/C,THHN/THWN COPPER OR EQUIVALENT SIZED 39 AHU-2 GAS FURNACE(ATTIC) 15 #14 1 CONDENSING UNIT 40 ALUMINUM CABLE,EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SER'TYP. APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP. 41 SEA SEWAGE EJECTOR PUMP(BSMT UTILITY) 20 #12 1 1 #12 20 MAKE-UP AIR CONTROL PANEL 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. O 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. PANEL N 9.ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT 120/240,200A,1P,3W „` TYR METER w/BREAKER (� GROUNDING. PE 3 M.L.O.,TYPE 1 � • 10.CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE TERMINAL SERVICE BOXES 120/240,200A,1 P.3W WIRED PRIOR TO WIRING OR ROUGHING IN. ON EXTERIOR OF BLDG (1)2'CONDUIT PER SERVICE PROVIDER WITH(3)#3/0 CU 11.ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE REQUIREMENTS O p Q /I� I AND AMPERE RATING TO SUIT EACH FUNCTION. c N 12.ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY CATV TEL O\RATING TO SUIT EACH APPLICATION.MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10,000 AMPERES, J RMS,U.L.SYMMETRICAL UNLESS NOTED OTHERWISE.ALL BUS BARS ARE TO BE COPPER. N 13.ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION.ALL SYSTEM WIRING NOT #6 CU GROUND, MP-CAN MP-TEL CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS. BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL •- 14.PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL SERVICE GROUND TRANSFORMER ELECTRICAL WORK.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. N 15.ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE - CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48'AFF. 16.WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT. 00 r- 17.ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN. (1)2'CONDUIT CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM. WITH(3)#3/0 CU CONTRACTOR TO CONTACT ENGINEER IN WRITING PRIOR TO BIDDING,FOR CLARIFICATION CAN 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 TO BUILDING TAMPER-RESISTANT RECEPTACLES,EXCLUDING WALL SWITCH CONTROLLED RECEPTACLES,DEDICATED METAL WATER PIPE APPLIANCE RECEPTACLES,AND RECEPTACLES LOCATED WITHIN CABINETS. 19.A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL = DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT (1)1-CONDUIT WITH #6 CU GROUND TO SECTION/S.FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL (2)CAT5E CABLE 3/4'X8'GROUND ROD CHARACTERISTICS. 20.PANELBOARDS INSTALLED IN HIGH-LEG SYSTEMS TO BE MARKED ACCORDINGLY.PANELBOARDS INSTALLED AS PART OF UNDERGROUND SYSTEM TO BE MARKED ACCORDINGLY. 2 TELE-COM SERVICE DIAGRAM 1 ELECTRICAL POWER DISTRIBUTION DIAGRAM 21.AFCI PROTECTED CIRCUIT BRANCHES MAY UTILIZE AN AFCI TYPE RECEPTACLE IN A METAL BOX AS E-O NO SCALE E-0 NO SCALE FIRST RECEPTACLE ON THE PROTECTED BRANCH IN LIEU OF AN AFCI CIRCUIT BREAKER PROVIDED THAT RMC,IMC,EMT,MC,OR AC STEEL ARMORED CABLE BE USED IN THE HOME RUN FROM THE FIRST RECEPTACLE(AFCI TYPE)TO THE PANELBOARD. 22.ALL WEATHER-PROOF(WP)RECEPTACLES TO BE AN ENCLOSURE THAT IS WEATHER-PROOF WHEN ATTACHMENT PLUG IS INSERTED. 23.PROVIDE FIRE STOPPING AT ALL FIRE RATED ASSEMBLY PENETRATIONS.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. zzUs Em au H y ;fV C a D� O W U < N� C t 0 p C — e a m� U x L 3 U m o � U WP a d TEL r Z Tv \ oe I � Z o I o a- N O } M 1 LL. I F- I Z II i i LU \ / MP-CATV O Lu LL- a N MP-TEL U 52fl m Q ~ lJ� / W Q / EP C1 vUi 0 dbC i r _ t r \ AHU e' UP?'" —� 'o," ` 4 °o s MAKE-P AIR L CON TR L PANEL co N ——— O \ - LO SE \ � T� • t Z a) N i E I N I O I � °O d0 1 UNIT"D2"BASEMENT PLAN W/WALKOUT E-1 SCALE:1/4"=1'-0" zzLU mo Ew L4 cm uv Han O C am` 0 W U Q .0 mg in LU c m \N, = j 3 m d V WP •NO � u^Z a lir / E s /' `, wjl-"'il;rC IIIYYY /// //��/ �YlYY 'i:�^`-�._•rIJR'+1��r7 5; KI 'o ` " Il000l Tv `.�4. a OPTIONAL �C \ GARBAGE DW O I \DISPOSAL \ Q J C 0 Qlp GDO-- n-6 / I / ,� 0. I �R / FP / I /' �,may. � \ � / O dN\ I //' � / /� � � TEL �'/�/i' H �C �EF - I / / ( \ I -- �e?- KI a TEL j i / / ' I - _ CC GFPqp/ ��/ C b9'/ / /� / Z C -*REF // '-b ---------- i� /' ; < O R \\ LOCATED IN THE ATTIC HEF l Y� O \� O' "_0V N \ SF O \ \ \\ 1 0 �C Q \\�-� \\ /-cam �-� Cl O M � Z \ TEL D U - // O // / 01-- 06 r LL. LLJ �c ^ / /' I UV) < < cu 9I LU vUi 0 `C 2 AHu O LAATED IN O D GFP W GFP C THE ATTIC e�, � \\ \ cu \-_ _�/ \, -�/ �_ -��� OPTIONAL co SO I e ELECT.DRYER Yr, 9 a WP I % \-�' e 1 FURNACE$$_ / 7 i — \ DN \ � 7 =Qc �p / 1 3k3� Il 41 UPS O 3� U ® 3� I1 8 SLY � O dh i \ CN \ \ / i N. \ tom-- d Tv WH S \� \ .� TV � EF TEL D a TEL ool CONTROL OF ( Q �1 1 / ATTIC LIGHT ��1, a\ CEILING GDO �O /'�/ 1 CN \�_ _// J N E1 1F 9 E V) 0 9 cqp qpc 9 01 /, 3V'f'3t WP Ile �w d c\j 1 UNIT"D2"FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" 2 UNIT'W"SECOND FLOOR PLAN E-2 SCALE:1/4 of=1'-0" PLUMBING LEGEND GAS TIGHT BASIN COVER VENT PLUMBING FIXTURE SCHEDULE -______ SYMBOL ABBR DESCRIPTION %4� _"DISCHARGE PIPE TRIM CONNECTIONS - y ` S S or W SOIL or WASTE PIPING INLET 1�a �` SYMBOL DESCRIPTION MANUFACTURER MODEL# MANUFACTURER MODEL SOIL/ VENT COLD HOT REMARKS S S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB) - - - - WASTE WATER WATER -———————- V VENT PIPING VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, r,® ; PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2n " _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 v VENT PIPING(BURIED or BELOW SLAB) HIGH WATER ALARM ©_ _,;- SEAT,SEE ARCHITECTURAL ELEVATIONS$ O. FLOAT SWITCH PLAN OUS-- VIT ENS R TRIP LEVER LOCATION CHINA,TWO-P ECE,1.8 W j Cl O� GPF,WHITE, CO 0 Z W Lw LW LAUNDRY WASTE PIPING �� Iq ————Lv———— LV LAUNDRY VENT PIPING P-1 A WATER CLOSET KOHLER K-3998-0 - - 3" 2" " - c W U a& w LONGATED BOWL,TANK TYPE,KOHLER K-4636 N >o 6,°- SEAT,SEE ARCHITECTURAL ELEVATIONS$ ec o s.+ o E o iw IW INDIRECT WASTE PIPING LANS FOR TRIP LEVER LOCATION _ v 3 m iw cww CLEAR WATER WASTE PIPING WHITE,VITREOUS CHINA W/OVERFLOW, � ^Z u rP TP TRAP PRIMER PIPING CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2n 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 ,µ�""'u.l. CW CW DOMESTIC COLD WATER PIPING 1 " 1 ++"� CHECK VALVE P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2" 2" n ,,5._•..•_,,�,s. 4 CHROME FAUCET W/POP-UP DRAIN. HW HW DOMESTIC HOT WATER PIPING ;r,,,;• r•; ,'�� rr a 7 wDcw NDCW NON DOMESTIC COLD WATER PIPING P-213 LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" " WHITE VITREOUS CHINA W/OVERFLOW,CHROME FAUCET W/POP-UP DRAIN. „r,? BALL VALVE STEEL COVER ':� ••,n _, ,�.. NDERMOUNT,STAINLESS STEEL SINGLE BOWL, FLOOR SLAB 06 NATURAL GAS VALVE � � � KITCHEN K-3183 291f2"x 15?j4"x 7&DEPTH,PROVIDE GE BALL AND DRAIN VALVE INLET P_3 SINK KOHLER K- 183 KOHLER K-10433-VS 2" 2" " 1Ln GFC325V 3 A"HP,120V,1 PHASE,60 HZ DISPOSER, lk DRAIN VALVE HIGH WATER ALARM �L CONTINUOUS FEED WITH DISHWASHER DRAIN PUMP#2 ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW YZ PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES d� OS&Y OS&Y GATE VALVE P-4 ICE MAKER BOX SIOUX CHIEF OXBOX _ _ _ _ " _ A TURN BRASS BALL VALVE,LOCATED BEHIND FLOAT VALVES 696-G1000MF REFRIGERATOR,WHITE FINISH VIV VALVE IN VERTICAL (TYPICAL) Y3 O SHEET METAL SAFE WASTE PAN 2"UPTURNED a TMV THERMOSTATIC MIXING VALVE Y1-3• WASHING DGE.SEE APPLIANCE SPECIFICATIONS FOR H Y2=3• OXBOX ONE _ _ > TRAP PRIMER Y3-- 12' P-5 MACHINE VALVE SIOUX CHIEF 696-2413BF 2" 2" �" AN SIZES)REQUIRED.DOUBLE HOSE BIBB w $DRAIN BOX OUTLET CONNECTION ACCESS BOX W/2"DRAIN °C STRAINER PUMPS OFF SECTION VIEW CONNECTION$WATER HAMMER ARRESTORS. Bwv BACK WATER VALVE K-TS10274-4- ATH W/INTEGRAL APRON,60"x 32"x 20".LEFT$ K-1150-0-RA IGHT DRAIN OPTION.FACE PLATE W/HANDLE, 1 SEWAGE EJECTOR PUMP DETAIL P-6 TUB KOHLER KOHLER CP 2" 2" �" �^ L N Q FLOOR DRAIN K-1150-0-LA K-304-KS-NA BATH SPOUT,SHOWER ARM W/FLANGE AND P-0 OED OPEN END DRAIN NO SCALE SHOWERHEAD. O Q O �p NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS RITE TEMP SHOWER VALVE TRIM W/HANDLE, Z N K-TS 11076-4 METERw/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER - - KOHLER 2" 2" �" 1j�^ SHOWER ARM W/FLANGE AND SHOWERHEAD. -11WW PIPE UNION E-CP LOOR DRAIN,SEE SCHEDULE. 7- j W Q PIPE CAP OR PLUG P-7 SLOP SINK FIAT FLA KOHLER K-152704-CP 2" n 1 2 3�n !"2 UTILITY SINK FAUCET W/LEVER HANDLES ()Z n PIPE CONTINUATION THERMOMETER W Q W J Le) Z o PIPE UP THROUGH SLAB ABOVE VACUUM RELIEF VALVE HW s FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" LAUNDRY ROOM UNDER WASHER Z Z Lu O ---� (1) PIPE DOWN THROUGH FLOOR SHOWN Z EXPANSION TANK HOT WATER TO SYSTEM �inLL W Lj.j PIPE RISE/DROP SUPPORTEDBUILDING FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS w O= Q Q oc W&T WASTE AND TRAP STRUCTURE w J U -7- CO CLEANOUT AD AREA DRAIN JR SMITH 2142-U - - 2" 2" - - N � I AREAWAYCAST IRON STRAINER,VANDAL $ FCO/GCO FLUSH FLOOR/GRADE CLEANOUT COLD WATER PROOFS 'REWS INLET W&V WASTE&VENT PIPING Cw WH WALL HYDRANT JR SMITH 5609QT PB - - �4" - /4 TURN,POLISHED BRONZE,FREEZE PROOF WITH INTEGRAL VACUUM BREAKER W&WV WASTE&WET VENT UNION(TYP.) — BV BOW VENT HOT WATER 20 GALLON,240v ELECTRIC HOT WATER HEATER, HWH-1 HEATER AMERICAN VSCE32119R - - - - 1" 1" 4.5kw NON-SIMULTANEOUS DUAL ELEMENT VTR VENT THRU ROOF PRESSURE&TEMP PROVIDE WITH EXPANSION TANK,SEE DETAIL I— Z VIF VERIFY IN FIELD RELIEF VALVE FULL SIZE DRIP PIPE TO ELECTRIC HOT O WITHIN 6"OF FLOOR NTS NOT TO SCALE WATER 120 GAL O CFH CUBIC FOOT PER HOUR HEATER SF SQUARE FOOT iv DRAIN VALVE N L.O.W. LIMIT OF WORK U.N.O. UNLESS NOTED OTHERWISE • 6 AFF Q � V&C VALVE&CAP FLOOR LO FM FORCE MAIN N c� (INV.XX'-X") INVERT ELEVATION 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL J N P-0 NO SCALE Z GENERAL PLUMBING NOTES: 1.ALL WORK SHALL COMPLY WITH INTERNATIONAL RESIDENTIAL CODE(IRC 2015)AND ALL APPLICABLE N LOCAL CODES AND/OR AMENDMENTS. 2.INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE M INSTITUTE"STANDARDS FOR WATER HAMMER ARRESTORS. w 3.LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES,SHOCK ABSORBERS,CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR 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. 6.ALL SANITARY PIPING W OR LARGER TO SLOPE AT 1/8'PER FOOT MINIMUM,PIPING SMALLER TO SLOPE AT 1/4"PER FOOT MINIMUM UNLESS OTHERWISE NOTED. 7.ALL SANITARY PIPING TO RUN BELOW FLOOR,ALL VENT PIPING TO RUN ABOVE CEILING UNLESS OTHERWISE NOTED. CD 8.ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND PACKAGING.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. 9.MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE V-6'UNLESS OTHERWISE NOTED 10.PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS,PROVIDE ACCESS PANELS WHERE NECESSARY. 11.PROVIDE 1"GLASS FIBER INSULATION FOR ALL HOT WATER PIPING. 12.CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION BEING SERVICED. z z Lu E W C V N F ;04 Ca cu,U aF OCQ W C-E O O . O C v U = j 3 m U ►-Z O � U Q .�ij5t,11 Aili-i!l.i III � 4'CW S. -1. �Lam-^ •,T f > ~ • ♦.t Yv h•HW 2"W&V Hw-� !�•CW s-S 2" h Z O w 4•S 2• H O Vi"cwid.--s W O cq (6)y2•HW N N (7)y2•cw C/) Q } ♦-c Q I M m CL rx Z O m zv z� L- N 4• O Z:) r LL P=J o_CL 6i U Q Q 2"V o H b 2"w&v �i"cw&1fi•Hw �/2"HW TO PEX MANIFOLD TYPICAL TO INDIVIDUAL FIXTURES P-2 -�--,w -HW PEX MANIFOLD 1"VALVED HW DROP �C---,r (60 CFH)� 1' 1"VALVED CW DROP �- h"CW-f - P-1A CW PEX MANNFOLD 2"V 3"S P� �1"CW ' 9 -hie 1h"cw c—�r O 2"W �� 2„V 1" DOMESTIC WATER SERVICE REFER TO CIVIL O ca - FP SERVICE DRAWINGS FOR L 4"S 1• 1" F�/ CONTINUATION n/ cn `1 DOMESTIC WATER SERVICE W 4• UP TO ABOVE GRADE BY SITE CONTRACTOR - 0�FP SERVICE N (4)f2"HW 4"�3 1 (SHOWN FOR COORDINATION ONLY) Q 20 GAL ELECTRIC ^^``` SIMPLEX SEWAGE EJECTOR (5)h"CW (60 CFH) W Lo SEE DETSEAAIL ���I����� � HOT WATER HEATER � � N HWH-1 C3 3"RADON � ^' (2)�•FIW 3"RADON Z „` `� �♦ (3)36•CW (V FM 2' .E co 3/4" Urn 3"CW 4• rn �: 4 O c 1 UNIT"DT BASEMENT PLAN W/WALKOUT J P-1 SCALE:1/4"=1'-0" Wz um oe jv O.mp on C co V< F y �00 C O� W V Q E 'in 1p NOTE: 0 t In zu c o o� ON UNITS W/WALKOUT BASEMENT, U = m WALL HYDRANT SHALL BE LOCATED ON WH LEVEL BELOW,3'-V ABOVE GRADE. Z~a)cc U Q 3/4-CW �� r _, rJF�3 "CW o P-1 (2)2"V 2"W&T s 4 • 3 3 P-6A 2"V • .10, _HHw . f2"HW 5:. 2"V PROVIDE W$ CONNECTIONS FD-B o•• Y2•HW TO DISHWASHERBELOW COUNTER � °CW O : "Cw 1 • Y2"CW 2 CW t f2'CW O: o— S 1�o �HW 1 FIREPLACE 2'W&V P-2B P-6 ih"HW 1 h'EGPT�OO S �h-CW h'HW P-3 • 2"W FIR20 CF 000' 0 2"W&V WG(25 CFH)t o°G(136 CFH)--G 9G h"CW l G h' "CW 4' t�0 h_CW G h"G TO 2"W&V--a-* P-2B 2"STUDOR VENT 4'G(136 CFH�jt S� 2"VU&V "G(25 CFH) FIREPLACE " Z " (aHW �/1'CW h-cw G P-2B 2V11" &V w 2'W&V 0g P-1 h. 16-HW 0 • �fz•CW 2V'1/ S q"$ 3"S P-6A Z FD-B t/2"CW im 2"V—i O N p ,l O 9"S h"H W • L J N h"CW N Z •�--4(6)/YHW y J 2'V&T 06 Q '�- •—�(8)h-cw t I M /�2•Hw CL - r— •--ti h"CW 0 ty4'G(182 CFH) 2"V—moo O Z u- QD c� O o0 iR Z) u.i LU ��HW w a- U Q /L CW 2•LW 2"V G--i pp G 2•C t2'G(20 CFH)- a P•�— h-HW G 2"W 2"V 2"LW&V yHy� 3/4'G(60 CFH) 2°LW&T 2 3/4"G(60 CFH) " "G(20 CFH) "CW� 2"W&V h"H W P-7 • Q t-—� U. Z 2" h'HW 2 V DOMESTIC WATER METER 3"RADON WRADON 2 V ,[ 3"RADON 2"W 3"S 0�MINIMUM 12"AFF 0 2"V----o• O 2"V h-cw WISHUTOFF VALVE 0 4'S . START OF PLUMBING WORK �-b--o• 3/4"G(80 CFH) m N DOMESTIC WATER SERVICE DOWN TO W P-�q■ P-1 BELOW GRADE BY SITE CONTRACTOR N � (4)/2"HW c� 2"V 2 HVX (5)h"CW 3"RADO t 2"V P-6A P-6A 2"V /I� 1 2"V 2-W&T 2,�� fi"HW FD-B O B :(2)h'HW _ VJ Lo 2"W&T fi Cw 0(2)fz"Cw CN ■ " ,,_�_.• 3/A°G(60 CFH) G 1/2"G(326 CFH) 3 S 3 S1 (2)h"HW E AS DROP&VALVE 2 t O� HW (3)h-CW • �()/2 CW /11 N h"CW h"CW ART OF PLUMBER'S WORK (2)Zti Z /1 r— o—a PLUMBER • • (2)3°S P-1A P-1A L PLUMBING CONTRACTOR TO 3"$ 3"S S METER ASSEMBLY • '— PROVIDE INSULATION ALL BY GAS COMPANY PIPING IN UNHEATED GARAGE. 2" PLUMBING SUBCONTRACTOR 2'CW \-GAS SERVICE UP FROM (2)X2'HW �•• I) TO COORDINATE W/G.C.TO BELOW GRADE BY GAS 2'VY&V PP-p P-2 MAKE ALL NECESSARY (2)h-CW �-� COMPANY (2)%2"CW PROVISIONS TO PROTECT 2"W&V PIPING FROM FREEZING (2)h-HW /4'CW W H+'0 1 UNIT'W"FIRST FLOOR PLAN P-2 SCALE:1/4"=1'-0" 2 UNIT"D2"SECOND FLOOR PLAN P-2 SCALE:1/4"=1'-0" zzLu E co °' ..___ U t W U FX N O C O y� U is m Z h r- _._....,. -.7 f _ r _ _ _ _ 2'li — - -- - :t —:1' _ _ :_w�tuW...•waa:.wrvwaxa_.•<vwautrr�w.x.r_-rau.wrv.wutx•_•wnu:_+vw�.rr••.wat.tw..n.+',a.'•rwar.:rw•rwawfwrw.•narrwa:.w—trawt.rv+a:.�...wnat.:wt. rr�.�..•wir•vrwau..e+•w.ur•w•.wuwwrv..wuu•..:•wtt.tw.••w•.wa__�+••.,+r•�•• k. 1 is I`�. 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Ik t. . �z ii,li� ;�� �'• i'' :t•t'I. 't: , ,k!i• :i. i�;: .i';: '4• ',:'1: ;i. ii• ;t: �;: 1.�:•�!+:�•t�.,�li.�::t.':`;!iiI'i.t,a;l.';�,,,�.ii:�i'�'tt,3�i�+�ii;.,•iI�:i%�:,'t:•�;,:::t jil''�'•`��iIl1:i,::;�1i':i�''i.t�, Y4 G(60 CFH) i i I i `:�.y::i:'i.t•'i iki'•?�'i�:;I,fl'i:jt•i,it!.it li•, 'i%,•';:tr�i i 3•V PIPING RUN i,!• .,. 'i iii••''.,� k,t:'t� :ii.i�:i•' :!. :;� :tl: :,;;;;. :ji :i:l� •,�:i: •' t ! ;It. IN ATTIC SPACE :!: :;1•k ;i' il..ii• '1�•.,I1�IE,: ''1•iii',j ��,: ::ii•'•:.!.:,'7` ;t,,? :.. i..i::. i• i.,•'+.i •t• 1'' '1 1� i ,!1+k , :il, t I Iry :i::!.t.•i:'t�:' :!i;lt'il!'t.,,i i.34't!;:' :i+,r i :: --_`�.`!' °';: .i:'t: :f iii'1! pit ....._.. - tl i. 3-RADON i THROUGH - — _ O L t: It m ii :ic i:: N .j: .i' I ;1 I — t, .3: — •{tt 1' 2v ;1: i N � ........... .................. ............. - - 0 -.......... - - - � -- =- - - N �, ........... ............. ............ ............... C%4 .........._..........._............:.;;......,:.t:_..._a,xt..,..._.,,..:.:t.,:,:x�.:..-,.:t.a-,.t...:.,:.,:`•t,_,:t. t._..,.•.: ................. ....... .........—...... ........................._.........._......... — M 4 _ n......._.................._........_...._..•txnt.___,aY+•w+:xnf.•r_•xx:..•Y+:texw•r.•wra:...r•..,.,at..a.�<•,txe•..rw�_v.t�.+••..:,,,.Y.w�n;nx,_�u. •'-••-••••_••••tx,atw•r•�•:,a,.t..aw_�.xxt..•�-w:xx_a•�.•iw:t..�•t.:M.t..ea....wxwwr•w..in:...r"•t,tnt '••••••••••••_••••—••'•••••••:t ••I 1 UNIT"DT ROOF PLAN P-3 SCALE:1/4"=1'-0" KII Ir are*WE Via CIIIS Bm-\ WI 8,mmum KI 1*1111---, C".N F1 RM N Nim M%IM To U.us is 11/112 1 S JASMINE LANE U N I T B WATER SUPPLY +I t �� )a - _-3TAT1'C PSI: 50 PSI RYE BROOK 9 NY8 RES .4 its --IQ P S!. 40 PSI FLQW: _1Q0 GPM in 9a In fI+l. 'llI vp supm trowin mr., oil T.4s Im -0m A MW FLOW Mmm M ile, Z112/201S S'WU WMR 12!omm +roil fl" +16� fig 15 17 J12 P Ito -2'LAVEICEP LANE fils -15 ROSE LAX INS LCOM W= 10 10 Rq VOW.or.) CLUSIER Z"-7 HMEy=r LANE IW M - L 2 �rUCLUSTER*q-3 Oewui LAW NFPA-13D GENERAL NOTES wow C.0mvi ota y 1 fww-, I CUVISTIF'F'-4 PRMSE LAWE j P SYSTEM DESIGN-RESIDENTIAL AREAS(WET SYSTEM) Ir IDIMMM 111110 _LLM01-11-9 PRNROSE LANE ft CUOSICH"LL"-27�USIE',AN[ SPR113(L SYS TEN ....... L ✓ �LQSIER -18 4kSM*_M FR SYSTEW IS A HYDRALUCALI-Y CALO"IIED X Q_(R •-19JASMINE tANE PIPING SAS SFEW SZED USING A UGH'HAZARD OVISITY OF 05 GPI.OVER MOST INUOTE 2 SPRINKLERS CLOSIER*R -14 XW LPF, W A COMPARTUE%',USINGUSINGRESIDEUTIAL SPR"(LER HEADS. 117 CLOSTER 10 JANK LANE MAMUM SPF4N1(LER HEAD SPAMC 324 sc;.ft I It PIPE 1' ULL67ER"BM" 2 WJLBERRY CWFT - SYSTEM DESIZII,PER tI.F.P A nX(20-41,EDITION, OFFSET HAfIGER 909 j OFFSF 20 1 PIPE MATERIALS AlPfCj AN:FITTINGS ARE 841200ASTER PVCwoor)scrmw P-.lik t 112- f it wCor TRUSS OR 9EAV A9,0 J7 CONTRACT'INFORMATION WOrC TRUSS OR BTFAV 17 Or VIEMLM RK WORK UNDER iHr-CONTRACT CONSIST5.Or-IE FCLL-3*TG .7 .13 "L YN ILI i" I , - CESIGN AND P-TALL-A 14OWNC SFR1t.<EK_SY Mf F[P N.F.P.A-12T 20'C EE11IlCh It I X I - OFFSET HANGER DE M HALF STRAP HANGER DETAIL �I I -DRAFT S'TOMNZ;SHALL a FMIDED By THE COWER V ACCORDANCE YATI-THE 1.8 C 2003 ED.110h -- (904- M.T.S. AF TS. C==r -RATHACCM[S LEW Ti-AN 55 SO.F7,SHAL_PE It.COloPLIANCE WrH THE RECLEREWNTS Or N7PA-'3C-E.6.2 Is-_ 17, ALL EATHROOVS ARE N=0109USYELE 94r-ROCK!_VtW A X ION THERM&BARBER W T161 WRKY T_wm -CLOSETS LM rHAN?4 SCSI SHALL 87-IN COMPLIANCE V11,THE REQUIREMENTS OF NFPA-IM BIG 3 _j CLOSETS ARE CONSTRUCTIM Or NCNXWUSTIBLE SHEET RO:X WTH A 30 Mt.T-UNk BAPRER 2'fly SOME WR Mly X wtl cmam U,Df 00 EY"M B&C'ONFES SPRINYLER M. TEC1IOM\IS PROM! ON ALL.SALCONE5 AND PATIOS OF DIIELLING SITE Pl.AN Ve WV=WM'24r IDLEDM(0310,RIU 9W.W OW. IGO W&I Cr(1105 rX=16'GATTE TAUTL94175 IN ACCCROANCE WITH THE SC X113 E01710f-SECTION W5.3.1.2A VQE T117 11011,WCH.WDI FMM 9M&I'TIMM*ME N.T S. ATTIC-'ARE NO-USED rOR STORAGE ANC DO NOT CRITAN"ANYFUE_FIRED EOUPMENT WAS I N KV ir or WX M ME 8%--/ T A-j A V%MW 9m,W Sam MUM W1W 1W OwAn A INT51%Yom%IV CL V'IXVW.1101111 V CMT!M.VW RMUO NOTES i THE OWNER if-IT iti E C :1. 1 i .......___ I .-I r90 5) 1 PER NFPA i 6.9"MAINTENANCE 1 6.S.1 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPRINKLER SYSTEM FIN*HED-­�; L AND SMALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION BASEMENT j;i! - - \_7"A%VM'SYXJW DC&.L DIED(MECTIA 0Wy Wft- 6.6.2 SPRINKLER SYSTEMS SHALL BE INSPEc FED.TES I ED.AND MAINTAINED IN ACCORDANCE %qi;i NFPA 215,STANDARD FOR THE INSPECTION TESTING.AND MAINTENANCE OF 6_3 sale anrfll WWS W Cw"A WM(k tilm SlIDIES Ir 6-6 30�k I WATER-BASED FIRE PROTECTION SYSTEMS BASEMENT FLOOR A62 THE RESPONSIBILITY FOR PROFERLY MAINTAINING A SPRINKLER SYSTEM IS THAT OF THE ELEV. C-9' OWNER OR MANAGER WHO SHOULD JNDERSTAND THE SPRINKLER SYSTEM OPERATION 7 FOR FURTHER INFORMATION.SEE NFPA 25 STANDARD FOR THE INSPECTION,TESTING.AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS L J ADDITIONALLY 1,fOU MUS r MAINTAIN SUFPICIENT HEAT THROUGHOUT THE PREMISES TO t7 1­4 A Ir 7�,X ..;; *"rii PREVENT THE WET SYSTEM FROM FREEZING SPRINKL A 0`72 S YS TEM RISER DE TA Z L 2)YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO IIjAJNTAJN THE SYSTEM ------------- N.rs. -7,3)IF THE CONSTRUCTION OR OCCUPANCY)S ALTERED IN ANY WAY, THE SYSTIFNI W11.1 HAVE TO BE UPDATEO ACCORD;NGLY !7 LA;f: ff','z SFAC5 CC III R10"Al FT7 9W-ff 0 . 7 PIRTECTON PER';(PA',r-.SEC 66.5 N NIP ! n STAIR i i (90 12 Ir % ELFC -C 4 PA � Ile UWISM:9 MW ISM: W X O UF L 6 i 7-6 7_;�4 W ter Z r -- i '�r'- CONK.VALVE AND AUL UlDr-RIGROUNC FIDINIC YNT KZM41.HMO;TX L (M.) 1 1 is By OTHERS MACK ARE PROTECT NIS .RAC'- L EEM A'2'FtRF SIEWM'WATER UNE LZ17 INSIDE MASTER MASTER UNEXCAVATED i UNFINISHED W.MCE as SLWO*IN V,IN W.RXI MWO ! ( WE WETNT. UTILITY ✓ BATH BEDROOM 46 01., lu- UNEXCAVATED SECOND FLOOR ELEV 9-e lu, n iL. < VM VMJDI@r DOOR:M.EVEL MINI`wl� emmy VAE'A;wau,j mm WV WM \ r� �"""� � ��� vivE iml ama A Mw 14ffi sim LIVING KITCHEN 1E , VA_rPE U8 SM 00 WE"NX WO&I'MAW OF ROOM 9 0 4 -low PERMIT 0. FIREV ST FLOO?6 R # t '� _ �--- _ VI FL - a N 2 7 2(2 77- 1=�7 SS L Z ZS 4WD 0200 %W-.PM- .ra awa,PWM spaco k A 0 B R.00', V. Pr2^ i U 20- VILL DATE AP ��7 FINISHED L I L D WALK-IN "T BASEMENT CL BASEMENT FLOOR ELEV. 0'-17' WILDING INSPEC1�6&�Af reof Rye Brook,MY INIT T4 .1c OF rej, A cr . - BA SEMEN T AL 0 OR FIRE PRO TEC rION PL A N. B UIL DING SEC TION A A I- - SCALE.•I/W' 1.0 SCAIX.•114"=IV" SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION I AJI 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 TITLE;BASEMENT FLUOR FIRE PROTECTION PLAN SYMBOL DESCRIPTION DESCRIPTION V and installation by the sprinkler contractor. -Head Cabinet,spare heads and head wrench per NFPA 13 ............. PROJECT:KINGFIELD DEVELOPMENT -raw DATE: ADDRESS:INTERNATIONAL DRIVE 2.All dimensions shown are end to end -Provisions for flushing connections and draining of al!pipe CONTRACT#:0000 Fr\ � I CITY.IRYEE BROOK STATEMY ZIP:10573 3.High temperature heads are to be field installed where required. Inspectors terl.connection shall be provided for each system -12 REWLE Rem.T..10*Al 21 ME-7 spmlca 12.r".�:s cgq�)Mazy.91".f Rku* 1-2 !avr.=;F��Sio:Lom 0 CLIENT,THE WARJAM GROUP PHONE:t914)761.2500 LL. 4.Aft pipes and hangers are to be instalred per NFPA 13. Hydraulic tclentificatior.plates NFPA 13 required signs �C.11 Cr T.,-v 0;STER CONSTRUCTION:WOOD 2C-0,1 ELEVA7 LTD. F I R E PROTEC T 1 C3 N 5.Gridded wet systerris shall provide a relief valve per NFPA 13. 1 1 D JEO tuatel". 4. FE.VaE 11 M IV FEU iiZ�iiiC�!C CIE�i,`IF7 KZ4.fJ17SUEGRE Ei.WOWLI' ADDRESS:5 INTERNATIONAL DRIVE-SUITE 114 6.All new piping is to be hydrostatically testec at not less thart 200psi It is the building owners responsibility to provide adequate heat for all areas in the I I I Crt'Y:RY---BROOK STATEMY ZIP:10573 for 2 hoirs,or at 50psi in excess of rite maximum pressure, building protected by a wet type sprinkler system and for ail water filled supply pipe.vaive-e. .......... OCCUPANCY:NFPA 13D --T*-'-- 15 INOUSTRiAl.PARK PLACE,MIDDLETOWN.CT06457 when the maximum pressure to be maintained is ir excess of 150psi. and system risers to dry type systems WE ry < -rDErA-.S!4 9FA0 SYSTEM TYPE:WET PRVt%WW, i DATE:133127,2131 q P:8613-632-8053 F:1360-632-SO54 7.A quick opening device is required wher dry system volume exceeds Air pressure shall be maintained on ali dry type systems by an approved automatic air FIRE SPRINKLER CONTRACTOR CONTACT WWWMACKFIRE.C1314 IL 500 gallons per NFPA 13 Compressor or plant air system specifically approved fcr and capable of automaticalty PORT CHESTER DESIGNER:CHRIS JUDO PHONE:(860i 398.5024 A J: E-MAIL r.HRIS@MACKFIRE.CCM LICENSEE: CT:FI-40291 MXSC-120454 RI:1300347 8.NFPA I.3D apply as requIred. maintaining the required air pressure. �-3 #01 TuTAL THIs Smrrr.-19 aTA�,Irmis Joe:.54 H FIRE MARSHAL KIN F1 V PM N 1 S JASMINE LANE - UNIT B RYE BROOKS NY. IiYDRAULIC DESIGN aALC Marra OP. FIRST FT OOR FITC1IEN , t HYDRAULIC DESIGN CRITERIA I i Dersity 05 E° VARIES i :! K Foctsx 49 I IND.DECK OR j ►iese N ow%+ce BLUES-ONE 1 !_._.._.- PAVER This Systerr•is Gestaned to Discharge of o Rate c' 05 GPN Der sq h i of F:ocr Area Over a Remote Area of i -' --*`•-�g't i 2 Sprinklers when SUDphec vdt'.Mlcter at the Rate o• 26.3 G''ta+cf_33 PS ! ct the FR DMWVE hTM \VA" -_ • �__ _------� r ADVIOilk 9,OKt;Af3t IiE7 T FtJd 111%OW-5.ST s►rtr�con:•wcllx Ivor•_ "� - --...._--,^_ _i1 ! -- ---•-• _/ °'- � •` �-r---- .---- --- rfF FPRD A1Stg MD is E /-fl{I703IIt cq�RA91:`S�tatx 1[f n a ! i a._._.__.;.___ ...._..---!•---�'� I�-';-y-...._ ----•-------i -i--. ii �� fRF.�14 dfil•IAiDY 4'i}IC FiAi FT,CV.9L ACOY , I ��. t9W. %f '---...---------- ':I / -' I t �� 6QGt GN IlVl1A116ti rS>tlaE 1E3rrERalUiE \ 1F i nA ri i �j' �, �1' llf -/ " �, .i r► �r �d I /MIX.TIC PL t AID S VAWR / , fi s o L Y } r! e !!f►f��� 3-5 4- \ 1�!��� 'I . , ,�'�' _-..._-( L tS2 i q i Y ;;I / S3 � ` i-9GLW CE410 IIISI iYlI I< F (DI jl '1'__ .-� o"•, f�..- '..q.., r�1 /' / i 1_ ... - ` F• / D�• �\ ����� It4'��-'i i- i \I �! r %rfs :LOti�11 SE:n iIE�i Uil % '.:KITCHEN e-a' �� 'ntC or 1►tE FOOT ltttf5� ' HYllR4l1LJC DESIGN ;KiTCIiEN - r 1 ��� 'I !! MASTEF, :_. � 1 ` /I ! SECONDI•'I.07R i�' I -�-ROOM----•---.�- •�_ -•-�;_.�'.1--i ----- ••-'------ � �' � / �! 5� �,• to�,-JI t3AT!i f•U!'y?�,1 ! ,i A1AS7FttHEDRVGM ^� _I_ -_-_.�_- _-•- ���fi����'- P ---•---- - �-2'.17'®;tl!Allt,,; j i j it HYDRAULIC DESIGN CRITERIA Gm ow calir ASTER 05 M \- IN.C01IM4M t'a+W s 9MV ! ! \ T� �C Density i v I \, i .�. 1. -U �t / I � I � 'v f--.tl_e11�0.� BEDROOM _VARIES j K FOCte,_VARIES 4 I Spacine a Sr !'!--- -- = 1 t k-- -._e.°_....Y• ._�;l :� � _ +c-o Y t Hose Allowance I /NSULA T/ON DETi41L FOR ALL SPR/NKLER � r -- •- Y - ---••_-• �-•- ( a I This S tom is Designed to Oischc e i i �E�ClliD 16. t' ;� -' ! '' - --�' of a Rote of-05 GPIA per sq t _ N Vt �`.'/ la. � , r -•!�;--�= � j� � � � � of Ficor Arec Gver c Femoie Arec of • ,_------ - `- � ' /N ORADJACENT TO UNHEA TED SPACES %'" ! �� Water 1 - --_-•--.____. _ ! ! <•+M 2 Sprinklers when!Suop{ied with Wat. ._..7.1 up__ ...�; -h ry�/•/ .-_ _�C ; i !' i-'-, i �' Ct the Rate of 26.3 GFM at 39.6 p$I N.T.S. / \ ,X n ! 1 - t ----- -=- N at the FP OlStlWa NW S' lea �.t->--._....---- --- �r��t!i rah 1!, , 1.! ..- t t i fin- i , ;/ -__ '• I - � I ,..- ,,� !EI I, �--S••H•,f_ � t�i •��' tit-•-^ I! h++ ii { ' _ C...� ,-t i _ LA Nr,2Y 17--t I ` - ' +�• E- ,r Q I I1 i ct1 a, { i 1I i - �_ Ir--�__-----..-- -i ! 4LG 1- ! ! i llrr jj' >� ?'-C' • j ' j L -s --1 LPtaXMINC FX SIM itllu IA.[Q�Of tr V - J DINING I /(o,.i _ _.._._�_ E ac au nx aau�x Froos(e+on+ I�'DRALII.TC DE SIGN 1 i ! T®ro, o i i _ l i t YVALK-1tJ ! STAIR o ---- __ `_---i200A/- STAIR I _! /- . 1 ant-r aRea a ;CL -r 1-• {-� � ! 2'ap171u:191H L11r trAD11V:Wk'F,R Sx'D'k F1kS'f F:.untt t 4_y j b7l T1Pt tAa16 fiON S1S1D IHiQ1b ctAtL1 GE 4-11 �- ;,"I 9'-Q• LA - ° i HYDRAULIC DESIGN CRITERIA 1 !i �" J-- UL F!E SEIK.WER LX G' ! I - HALL i ``�- _ '�1 0� ♦ A St iFJaEL E1Rl�SJFd(B/aRldtS+ .05 ! -�i I i� a�• i j i l /' I.fillE rz 0 z p 9-0: �- ' C �_ -C--r t GECRi:EOL i SpocInG VARIES --�- -i •}'-�! 4t / t�►2 311 r C- tic t.{ I<Factor 4 8- •-___'�_�__:.._......_ _ r _ -..__. L'`+ii! .Mi:URr7rJN �' --a=>-- -• - 1 .�J I i, v h i`.�. "8y i 1 -� � n• ! '� o-'--- -•--_ --__ --- - ------ i ricse At ona�,ce I I' t 1 I T �i-�Pi BATH j sc e E !t This System is Designed to Di 4arg i �-'-- Tµ;51R51 -07 at c Rote o' 05 GPM per sc r ; I I I -�;t�tRal .�lr� ei iioa A•ec Over c Remote Arec of �` iF-- - ___._._._..___.^-� ! - r 2 Sarirkiers nher jjp••'iec with Wate• E r-- - 4' _-•---- FOYER i ro}` _ �i ^i ' i at ine Rete or 303 GPM at 39.i oS! r \ 1 �x n• f 7 -ram - - ,: y Q. 1 I o'the FF DSOWZ'1+DOE s' rf-- 902 11C a-E 9�• -^_ ^_._„� t• i t i ' i +F, r ' �.--�--t(r i �---I_-L. 1�-....x_"'if°-=_ 5--+t-•4{'�• - ' -- _'t�/.___•'� �,Rom - ^'� _.. o ' �t,y,,ww�y�,t,-w',e"��p df:;^^., ;to �� , I,!-_7,7 gal 4•-1 MiNk COWRAVor K ATILT 1161LAILt TW S;G(1�. A cr FR$Ftw ASEA Ai101�} UR CE TO PCRIFE TIs1'THE eEDROCttr;3 / 1t CET•t.a7+ET+ETI PM TRO_,k 1E' l n . M4t'R Pik u0ES KT FROE IP -......... it DEN 13>DRooNt 2 I :, N- --,7kr A;` BEDROOM 02 \ -C' n SECOND FLOOR GAtRAGE I; !i i---! i 1: i! i I�7 \` i. ----••-- -I `��� ;� t _-._._....--___. /! \�-t57t'Fft�tTSfFA"dIFR ! ~-1�•-.-�.�`'''". - � !`_"«=•�•' ! i :t�7PE'':(� �r hiL D Room ; I =_-_` _ !j V. i�• 7 7,17/i-'7io-17??T.'T?7i 16'DO LHCNE14'J FLM-7 I ( 9 iRUSS a 16'Or. / FUI fL R-'Fj AS WE TH GAR,t Ccdltw'S JS K7 IliL' -_ ' 1146:AS PCaS&E TO A.IN FORLIAMN AREA Lc tAStUTAI. }uQ _ �1 FIRST F1.00P, i � � •; ;i 1 y. •.-_1�----t} s >----• r <J GARAc ELEV.-10.7 t j 4 _ i1 �I . .► -- UNIT M. ,BL .. UNIT �r�iitlis}1�eu f•=. \ ••�t-�•-t 'kvTi:: ' �mcrt I Y. _ i B� �A.!.:TVPWALL-S Rifl'KLERS-UN Th'r-S}CCIK€FLCJR S 1k n;LCCATTi AT C'7'HE.^>,t+'HE CriAG OF NEW J n s C7 A 7y FIRS FL OOR FIRE PROTECT/ON PL ANT_ ice-i`�-rrr!•: •� •• GAR.4 OE SECTl4N _SECOND FL OOR FIRE PRO TECTi®/V PLAN SCALE.114"=IV" N.T.S. ' � SCALE.1/4=1-0" .a:szzt i 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: i SYMBOL + DESCRIPTION sYNeDI DESCRIPTION DRAWING nTLE:FIRST 5 SECOND FLOOR FIRE PROTECTION PLAN and installation by the sprinkler contractor. Head Cabinet.spare heads and head wrench per NFPA 13 ;NrORAJJCPBFflBCEoasf is TR�uney:Gtt�r`s"ttTxC7;CE+i1i .t;?a!acF,t,7!�.K�S•Q1550-�s*.cR;.^>5 PROJECT:KINGFIELD DEVELOPMENT N 2.Ail dimensions shown are end to end Provisions for flushing connections and drainin•of ail pi 1 - -••••--- REVISIONS: RATE: ADDRESS:INTERNATIONAL DRIVE III 9 •• S Pe r1EY1;0!i8F1QA!TaFCFshT: coNrRacT;�:DOOR 3 High temperature heads are to be field installed where required. Inspector's test connection shall be provided for each system I ! - ---- -- ____•_ __ CITY:RY=BROOK STATE:NY ZIP:1 C573 t I.•] EEEVAK>rr80Yc� ED LOM Q 6RE'GSf('GI8Y110Pf rCTCE-A.ErFE02W9MSR.I:'X;7.X-5-1,C•-aDEGxi.SS'JWN15 4.All pipes and hangers are to be installed per NFPA 13. Hydraulic ident�cation prates 8 NFPA'3 required signs ! - ---------------------- CLIENT:THE WARJAN GROUP PHONE:1914)761.250 It t nos 20-Dl:aEya1.MCrTC aFBF�ct CONSTRUCTION:WOOD 5.Gridded wet systems shall provide a relief valve per NFPA 13. ----- - -� LTD. 6.All new pipingI�to be h drOstaiica!I testes at not less than 20 I It is the building owners responsibility to provide adequate heat for a!i areas in the CEAARl15f_ ':'PeJ�FlEF°zf:E_R:S9:In�l iai�tM:t:wC'c�J�s°t+itFr,t' Lk 4A.Q!iSOEGL�E sh aR;i3t --- -- -- - y y Gps 9 y p q C4V°JIE1!CBfR3IFDW1kF; ADDRESS:R INTERNATIONAL DRIVE SURE 1114 for 2 hours,or at 50psi in excess of the maximum pressure, building protected by a wet type sprinkler system and for all water filled supp!y pipe,valves 1 _ OccuPancY:NFPA 13C ----- CITY:RYE BROOK STATE:NY ZIP:10573 FffWEaP .C-- a�sEEf rn�attr.REsa�!:rKP-;�Tas «aw .1z:,K�cs.{,1EGI1F.sr IRAIM -------_ SYSTEM TYPE:WET i 5 INDUSTRIAL PARK PLACE,MIDDLETOiYN,CT 06457 N when the maximum pressure to be maintairled is in excess of 150psi. and system risers to dry type systems. --- -- P:860'632-8053 F:860'632-8054 7.A quick opening device Is required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by ar.approves;automatic air " Pia -------- -Q "a tUNSoum _DATE:03/27/2017 - FIRE SPRINKLER CONTRACTOR CONTACT - 500 gallons per NFPA 13. compressor or plant air system specifical!y approved for and capaoie of automatically -•ih- '•RrEPSEEi tLE QQ{ t SYXlRr1f,��ltta:ctrFEwE1+1 rg'Iv:•F�9,Qt15GEWEE Si1.LTf12�VtT1!Y.tfiFIESk E PHONE:(860)398 5D2 w t?.NFPA 130 a i Q ]RPED6+�CaI1RNC>df!nEvCS : _ Y _-_-_ PORT CHE5TER _ ! DESIGNER.,CHRIS JUDO WW.MACKFiRE.COM apply as required. maintaining the required air pressure, t - ANJ:FIRE MARSHAL EMAIL:CHRIS a@MACKFIRE.COM LICENSES: CT:F'•-40291 MA:SC-120494 RI:CDC347 i .. of;RpEIUCYAI[+Ll?l1STN;L1i: TOTAL Tn1s SHEcr.•35 ToYA:Yws.Eae:•54 FIELDWORK COMPLETED: February 3, 2022 Underground structures, if any exist, are not shown hereon, except as noted. The location of FILED MAP REFERENCE: underground improvements or encroachments are Subdivision Map of "Kingfield" not always known and often must be estimated. "Kingfield" F.M. No. 29210 /f underground improvements, easem ents, or g P . . . tiled August 30, 2018 encroachments exist and are neither visible during normal field survey operations nor described in Subject Lot: 84 provided to this surveyor, they may p Known as 18 Jasmine Lane instruments not be shown on this mop and are certified. Town of Rye Tax ID: Section 129.25 Block 1 Lot 1.62 p e not certified. This property may be affected by instruments which have not been provided to this surveyor. 80 Users of this map should verify title with their attorney or a qualified title examiner. Frame Building -Le�end Only copies from the original of this survey AC-- Air Conditioning Unit marked with the surveyor's embossed seal are ©— Sewer Clean out Utility genuine, true and correct copies of the surveyor's N59'04'42"E Shed 90.17' y CRW— Concrete Retaining Wall original work and opinion. A co of this P copy® — Curb Stop Water Service document without a proper application® — Electric Box Z utility . g � p p pp on o the 0 - Electric Manhole W Shed surveyors embossed seal should be assumed to � — Gas Valve U) ;Ora be an unauthorized copy. - -— Ligh t Pole Ln Ln e p • o— Telecommunication Box 0 n L CD 0 ®— Transformer Pad o CO. o U' y O— Wa ter Val ve aD 3 CD C 3 Q a �. 0 :3 a Frame Buildingrn � C Area-4 621 Sq Ft. Z n Q G) CD 0 4 3 (0 cn Of E 0 To date, no rtle Report or Abstract of Title has —a to been provided. This survey is subject to a Lq ° � p y N � R MAR 29 2022 current, up to dote Title Report. U, NaCb Property corner monuments were not placed as VILLAGE OF RYE BROOKB f part of this survey. S59'04'42"W Utility 90.17' c BUILDING DEPARTMENT Shed g o- Ln This map may not be used in connection with a t4 "Survey Affidavit" or similar document, statement CO) or mechanism to obtain title insurance for any vU'i v Surveysubsequent or future grontees. Frame BUl ldl n ABuilt Unauthorized alteration or addition to a survey 86 18 Jasmine Lane mop bearing a Licensed Land Surveyor's seal is a violation of Section 7209, sub—division 2, of Unit 84 the New York State Education Law. Prepared for According to NYSAPLS policy adopted January 23, 1993 the alterationSunHomes of surve y maps by anyone y other than the original preparer is misleading, confusing and not in the genero/ welfare and SMM to A7 tt�e benefit of the public. Licensed Land Surveyors shall not alter survey maps, survey plans, or To wn of Rye survey plats prepared by others. jN S T EWes tches ter Coun tY, Ne w York L4 ENGINEER! R scale 1" mr 20' Date: February S, 2022 - -- NG, SURVEYING 8c G APHIC SCALE LANDSCAPE ARCHITECTURE, P.C. of 20 40, JEFFREY B. DeROSA, LS 3 Garrett Place • Carmel, New York 10512 Phone (845) 225—9690 * Fax (845) 225—9 717 6W!Sii�m" New York State License No. 050749 www.insfte—eng.com A -$ 1 T DOCUMENT Q 2022 In si to En gin eerin g, Surveying & Landscape Architecture, P.C. All Rights is Reserved. (IN FEET} 1 7. g 22 200 1 inch = 20 ft. Lot Maps/Lot 84.d wg