Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BP20-251
PERMIT #L41 SECTION TYPE OF WORK JOB LOCATION OWNER CONTRACTORL TCO # FEE �A�F - � -• INSPECTION RECORu DATE FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS SPRINKLER ELECTRIC LOW -VOLT C� ALARM Z2 AS BUILT v" FINAL IOTHER APPROVALS 1ARB BOT P8 ZBA OTHER QU AS-BUILTIFINAL SURVEY REIRED PRIOR TO FINAL INSPECTION �C ?I VQ /3� FINISHED BASEMENT NOT � APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT 57' THIS BUILDING MUST BE POSTED WITH A PERMANENT CONSTRUCTION TYPE IDENTIFICATION SIGN; V PRIOR TOTHEISSUANCEOFA C/O, Cc., )ej+ee `�lo��J AS REQUIRED BY NY STATE LAW Pa — M ►wise �lpc.�-; cal -1PPy�-0/ foal C'-o���- r! VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK oY, NO. 22-135 Certtftca.te of Occupancy This is to certify that_ SCFPal-tner'f of, �. N 7 having duly filed an application on j� 3 20 �requesting a Certificate of Occupancy for the premises known as, l h,31721-12e Zj!2.ne , Rye Brook,NY, located in a PUy Zoning District and shown on the most current Tax Map as Section: 1026? Block: J Lot: 1 53 , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. _� , issued 20 old, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: - - f0- .en1:1V Construction: N7A for the following purposes:_AP (.J 3i. l Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement. whether by extending on any side or by increasing in ight hall be de ne all the building be moved from one location to another until a permit to accomplish such change h=ne om t Bu ding Inspector. SEP 2 12022 Building Inspector,Village of Rye Brook: Date: �Q.�E DR fi 7 016 Cnuuue m* VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J.Fischer David M. Keiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE September 21,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West fled Oak Lane Suite 325 White Plains,New York 10604 Re: 9 Jasmine Lane,Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.53 Mechanical Permit#20-181 issued on 11/23/2020 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit,has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /to i Y l t'tu W;+J V . 19 Q 40A alZniomat* VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.tyebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE September 21,2022 SC Rye Brook Partners LLC c/o Woam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 9 Jasmine Lane,Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.53 This document certifies that the work done under Mechanical Permit #22-014 issued on 2/1/2022 for the installation of a new gas furnace,a new condenser and related ductwork has been satisfactorily completed, Sincerely, Michael J. Izzo Building&Fire Inspector /to For office us onlIy. SEP 13 2022 BUILDIN EPARTMENT PERMIT# VILLAr6 OF RYE�** OK ISSUED: — —a VILLAGE OF RYE BROOK 938 KING STREFiU4�VE BROOKINiW YORK 10573 DATE: - 3--a1, BUILDING DEPARTMF_NT914. 9 -0�k0) FEE: ;�(pjC3— PAID` 1R . 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 rrrrrrssrsrrrrsrrsrsrsrrrrrrrsrswwrrrrsrrrrsrrrsrrrsrwr►srsrrrrsrsrrsssar►psrtrrsttarssrrwsrsrrtsrrrtrrrrrrr►asrrrsrrwrgsrr Address: " 'A-'xv Wk-- L ri ns k 2 4 4t '94-0L N it 1 Ds73 - U.r-i!i �6 Occupancy/Use: 1 S Parcel ID#: 25 ' I — 1 ,S 3 Zone: f Ll t!7 tm Owner: SG W Vk ' "P4 PR�I�IkIZS U-6 Ad ss: n h4 b- P � LN Sq. 32S kJ14 61 P.E./R.A.or Contractor: 6*is P-3 tVtV4GW9PM� A dressW 41 �G�1�� Person in responsible charge: VU1 U.I AWI e 1� 4 L- Ad�r$S. L rr t-W 32S Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: �� � /' w 1 L L 1 fm a j k N L-- being duly swom,deposes and says that he/she resides at -lq �D41tN tat 2i) IPriiu_N�tm`c of.Applicunt) (hu.;md Street) in �WrYADen in the County of �a t f�tGi k!<7� in the State of L"T ,that (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:S LP61 4+1 4-6rJ•op for the construction or alteration of: QRTACW rGD -sA t-j 1 L-G 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-IO.A.of the Code of the Village of Rye Brook. Sworn to before me this r::Q( Sworn to before me this r cl- day of , 20 day o , 20 .2-;2- Signature of Property Owner Signature of Applicant wvt��� M� (?�t�NEsS 6viu�iar� Print Name of Property Owner Print Name of Applicant Notary Public � Notary Public ClaWW A B* Christine A Boyd No"1 460,NO of Now York Notary Pubk,State of New York i N06 GIW610M Na 019IN16j C� �t MW 21>�-0��.3 Fa��MAY 2�OW ba23 �yE BRC�v� 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�SL�/1 �`ar \�\ DATE: i f L L i PERMIT#'EL ?—(D — ` ISSUED: 42 � aSECT: s BLOCK: LOT: t LOCATION: if hL�GA �� �� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... u' ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BRcb 4j��7 F0� 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 1, G ' DATE: d PERMIT# ' ` �O ISSUED: I'2*SSOEC' T: BLOCK: LOT: LOCATION: OCCUPANCY' i ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: -a- ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�uk O`` tim Q -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 Uebrook.org - - - - - - - - - - - - - - - - - � INSPECTION REPORT - - - - - - - - - - -- - - - - - - - - ADDRESS: f • DATE: PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: '�� �� i- OCCUPANCY' ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: / ❑ ROUGH PLUMBING Y/ ❑ ROUGH FRAMING YYY INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER r ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRC��, 1q� 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: y ,� ��� `\� ..� DATE: L 1 O /y� t� 1 PERMIT#�( L s �© ISSUED: ` S SECT: ' j, Z BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑• FIRE SPRINKLER FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER i DR 1962 BUILDING DEPARTMENT BUILDING INSPECTOR ✓❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914)939-0668 FAx (914)939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS:- DATE: i �- Z PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION:: a-7 -C Aa f -Ix1j-L !�20m-v "� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED Cl REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED FOOTING CA.-t FOOTING DAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS A�i -7 L-.A CZA," i ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER \�_. C+7 ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BR�� W � 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$ - - - - - - - - - - - - - -- - ---- JNSPECTION REPORT - - - - - - - - - - - - - - - - - - -- ADDRESS:- `-� 1 "t I I� Z DwT>3• PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: r�J• 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 ` " F �QyE'BR�jk• 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR -41 ISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK " 1 CODE ENFORCEMENT OFFICER 938 KING STREET - RYE BROOK,NY 10573 (914) 939-0668 Fax (914) 939-5801 www ryebrook.org - - - - -- - - - - - - - - - - - -- - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: v -'�ATE: PERMIT# ISSUED: ' ECT: 1 I '3l3LOCK: LOT: -J—1 I:OCATION: Z OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION ` REQUIRED - ❑ FOOTING (Ic(" - g),a\, S 1( ❑ FOOTING•DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION r) 1 ❑ NATURAL GAS ❑ L.P. GAs ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION THER � E BRCZj�• �'• �902•� BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR' VILLAGE OF RYE BROOK ❑.CODE ENFORCEMENT OFFICER 938 KING STREET•RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.or - --- - - - ----- - - - - INSPECTION REPORT - - - - - - - - - - - - - - -- - - - - ADDRESS.:- / n� . Q / �L. DATE: -2 V 10-2- PERMIT# ISSUED:' SECT) BLOCK: LOT: ' LOCATION: �' 1 �� � OCCUPANCY: ��1 VIOLATION NOTED THE WORK IS... C]/ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITRINSPECTION / REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ' p'UNDERGROUND PLUMBING C t 1 NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS' ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION [] ' FINAL = ❑ OTHER QyE BRCuk. BUILDING DEPARTMENT ❑BUILDING INSPECTOR 4 ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK /0 CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - -- - - - - - - - - -` - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: I \ ' l DATE: �b q r PERMIT# ISSUED: I ( � ECT: �• ZC BLOCK: LOT: LOCATION: �)� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... 0 ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING l yU �CaC.� ❑ ROUGH FRAMING VVVL p ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER o`` tim 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR p!ZSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK '1�11 CODE ENFORCEMENT OFFICER 938 KING STREET•RYE BROOK,NY 10573 (914)939-0668 FAx(914) 939-5801 www.Uebrook.org ------- - - - - - --- - -- - - INSPECTION REPORT - - - - - - - - - --- - -- -- - -- -ADDRM: f DATE: I71 PERMIT# r- ISSUED: �!`2�`A CT: tZTt LOCK: LOT: \ 2 s (-� 1 '+ LOCATION: ' G7 OCCUPANCY: I� ❑ VIOLATION NOTED THE WORK IS... Q/ACCEPTED ❑ REjECTED/REINSPECTION ❑ SITE INSPECTION ` REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ,9-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 19fi2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR D/ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK �❑CODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK,NY 10573 (914)939-0668 FAX (914) 939-5801 WWpv.ryebrook.org - -- - - - -- - - - - - - - - - - - - INSPECTION REPORT - - - - - - - -- SS ADDRE 1 `N DATE • , PERMIT# ISSUED: \ � SECT: - BLOCK: LOT. LOCATION: 25� \ ! t 1 `l OCCUPANCY: Z� ❑ VIOLATION NOTED THE WORK IS.. / ACCEPTED ❑ REJECTED/RELNSPECTION ❑ SITE INSPECTION ! REQUIRED f.%FOOTING {�C� ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER � N � N I � m cqq e 04 atan, u M c U s X Q M x o F ISM r� "' Q' ~_ h �-�• 14 en 1 f/� O a Q W ai p �W w vtn W z « 96 CIO O00 w Qu° 1� ^� °cam° w Chi46 1.0 y U U � Z � U w O a c 96 } D BUILDING DEPARTMENT �CCUME VILLAGE OF RYE BROOK JUN - 7 2021 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 gUILDGING DEPARE OF RYE TMENT NVww.t•vebroA.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY B -251 EP#: Approval Date:PP — Permit Fee: $ � Approval Signature: Other: Disapproved: 1L_ (I ki (fees are non-refundable) Application dated,06-7-21 is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: 9 Jasmine Lane SBL: 129.25-1-1.53 Zone: P0D 2.Property Owner: SC Rye Brook Partners,LLC Address:SC Rye Brook Partners, LLC Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address:PO Box 713 Rye, NY 10580 Lic.#:E-51 phone#: 914-760-5226 Cell#: email: dfortino@enterpriseelec.com company Name: Enterprise Electrical Cons Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage STATE OF NEW YORK,COUNTY OF WESTC1 ESTER ) 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 Electrlcal 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 re is day of 120 day of A ¢ Signature of Property Owner Si ature of Applicafd O 13I Print Name of Property Owner Print Name of Applicant Notary Public y Pu is ALEXANDRA H.FRANK(/ M�titi{/J Notary Public,State of New York No.01FR6363711 Qualified In Westchester County Commlaslon Expires August 28.20 ly Ij Whstcbester Rockland Electrical Inspection Services, Inc. Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue 14-347-3596 Elmsford NY 10523 1 G PERMIT NO. TEMP# DATE CRY-OR VILLAeE J/� /� ZIP OD j. TOWNSHIP STREET ANDNO.OR / �L/.�/V�J POLE`NUMBER - BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECOTIOILx. 87CK/I — 3*LOT 1,17 OCCUPANT'S NAME BUILDING OCCUPANCY v . 174n OWNER'S NAMET Q$fi6S O� / HOME TELEPHONE NUMBER CURRENT SUPPUEIYBY FROM THEIR 7 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 f FL. ini 11 2'FL. 3'FL. VILLAE OF RYE BROOK —BUILDNG DE RTMENT REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY.WREIS,INC.IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW CI ADDITIONAL❑ EXPOSED❑ CONCEALED O MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND❑ —ij I I I I AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. E OE 9-11M AIjIY DATE OF APPLICATION SIGN UR OF f P LI %� Lac (:;.y X TELEPHONE NO. � n �i 3 / .)- L LICENSE NO.WHEN APPLICABLE N O � W \ \ 0-4 �l W r 00 00 a a0.0 �t > C- r' x v CQ c M N ' wr eq � Iz � o � Ulogo > Ln .. .a .tf d 00 Q d � w � N Ln w •• G 00 a F z Ln zZ O ° J � q � H z z o a Q 'n w z a604, w x G1 A y z A ° C9 RI L C IE ME BUILDING DEPARTMENT AUG 2 4 2022 VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 t BUILDING DEPARTMENT xvww.aebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required 117 FOR OFFICE USE ONLY BP#: 20-251 EP#: cx oc "020 t9 Approval Date: AUG 2 5 Z Permit Fee: $ Approval Signature: Other: Application dated, 08-19-22 is leby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: 9 Jasmine Lane SBL: 129.25-1-1 .53 -Zone:_Pup 2•Property Owner:SC. Rye Brook Partners Address:_5 Inti-matlonal Drive Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address: PO Box 713 Rye, NY 10580 Lie.#: E-51 Phone#: Cell#: 914-760-5226 email:_dfOrtinQ enterariseelec com Company Name: Enterprise Electrical Consulting Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new house, Wiring for line voltage smoke detectors 5.3rd Party Electrical Inspection Agency: S W I S STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: L '� M." ,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) cl state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the 'I r 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 efo e me its 24 day of ,20 day o Signature of Property Owner Signature of Applican Denis M. Fortino Print Name of Property Owner Print N of A lican Notary Public Notary Public CHRISTOPHER J. BRADBUR Notary Public,State of New York No.01 BR6159985 Qualified in Westchester County 6/23/2022 Commission Expires January 29,20—IL STATEWIDE INSPECTION SERVICES, INC. Service With littc.qri�v 1:1 Main Street, Fishkill, NY 12524 1 emoil:office@swisny.com SWIS JOB APPLICATION1 914.219.1062 • SWISTraining.corn Office Use Elect.Permit# Date Bldg Permit# Utility ID# Final Certificate# City/Village G Zip % Township County �� Address Cross Street Secbf3 Block / LgtrD Owner Name/Address(if different than above) Contact Number Basement �1 st FI. 2nd FI.0 ❑3rd FI. ❑More Than 3 FI. ❑Garage ❑Attic ©Outside fp Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cocktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground New ❑Reconnect v, v l�� J j ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information (� J2 06 IL DD AUG 2 4 2022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is Intended to cover the above listed items to be inspected,If at any time of inspection additional items have been insulk•d,you We authorized to make the inspection and adjust the fee for the additional hems inspected.The applicant declares that there is no open applications for the above address with any other Inspection company.The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# / Company Nam ! L,4L ,,,Pate Signature i Address O Ox City/State 2 Zip Code License# Phone# / _— _ L' State Wide Inspection Services C 1080 Main Street Fishkill, NY 12524 V KU A 845 Phone 914-2194-219-1062 Fax STATE WIDE INSPECTION SERVICES Email: office@swisny.com Service With IntegrityWebsite: www.swisny.com BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Enterprise Electric Corp. Rye Brook Partners PO Box 713 9 Jasmine Lane Rye, NY 10580 Rye Brook, NY 10573 Located at:9 Jasmine Lane, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: 22-202 129.25 1.530 Certificate Number: 2022-5349 Building Permit Number: 20-251 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at:9 Jasmine Lane, Rye Brook, NY 10573 The Basement, First Floor,Second Floor,Attic,Garage, and Exterior were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation,as set forth below,was found to be in compliance on the 12th day of September 2022. Name Quantity Rating Circuit Type HVAC Systems 02 Receptacles 49 Switches 38 Luminaires 13 Under Cabinet Lights 02 Recessed Luminaires 36 Range 01 Dishwasher 01 Exhaust Fans 04 Dimmers 13 Gas Furnaces 02 Electric Water Heater 01 TV 03 Phones 02 Microwave 01 Name Quantity Rating Circuit Type Refrigerator 01 Disposal 01 GFCI 11 Smoke Detectors 03 C/O Smoke Detectors 04 Sump Pump 01 Panel 01 225AMP 42 State Wide Inspection Services did not perform a Rough inspection(Rough Performed by WREIS). A Visual inspection and Final inspection were conducted only Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Page 2 O a kn C7 o ka off6 a � w tn Q 000 o ti C7 ~ � o ti tn le 16U ' _ Zo CIO to < < a N PLO Q w co A 00 w x oo ►� W a , W a m4n Z c; a w p c ° p., Q U Em d O v d w aF ECEWE BUILDI/ G�D AR MENT MAY 2 5 2021 DD VILL I, OF RYE'B.ROOK 938 KING T RYEBRp�4�K,NY 10573 VILLAGE OF RYE BROOK (914)939,'-06fi�O ,A'S 939-5801 BUILDING DEPARTMENT ww-w ebrdo org PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: �� �J/ PP#: / v MA Y 2 5 2021 �7 �, Approval Date: Permit Fee: $ 7 / C/�J ,1 n& Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install an or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all ap licable Federal,State,County and Local Codes. 1.Address: 3 I 5 SBL: o?5 r Zone: PUD i 2.Proposed Work:�� Y1 \ n ° r n b 3.Property Owner: SC lrfbi0C91L -�AC�Y1PtS I.I-C Address: yfi}1Qei( _L a g�E�'S'�`5 /� wn cr�S, ,-A roeo Phone#: q14 -+b� - 960o Cell#: 914 - �.pq ' bO56 email:Tuao► wac&a Q.Corn 4.Master Plumber: 6-0fas 1W Address: Lic.#: A10 Phone#: gLA5 3' 1 Cell#: email: n%pP_ K�ca��lurnbi rltt COYrt eod� Address: ' 01 �`3 Company Name:t h umbtr�.NtU� Q 1�M��TE ��� INDICATE FIXTURES& LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1st Floor n /1 2nd Floor ` d Floor 1 3'd Floor 4'Floor V'Floor Exterior a 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) 00 �A c 1 3/21/19 STATE OF NEW YORI(.,COUNTY OF WESTCHESTER ) as: 'fat,1 N)6(M k.0 ,being duly swots,deposes and states that he/she is the applicant above named, (print name of individua signi g as the applicant) and further sta1tes,that(s)he is the legal owner of the property to which this application pertains,or that(s)he is die for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attomey,etc.) That all statements contained herein are true to the best of his/her knowledge and be]ief,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 L c ,20C?0 day of ,20,P-U Signatu f ertyOwner SignaturPkt,_61icant Print Name of Property Owner Print Name of Applicant Notary Public Notary Pu POW Stasis of Derr York Na 01906166307 QW in Watcbester Corey Commaasion Ex ''m May 21,2W-2 This application must be properly completed in its entirety and must include the a r-KVK the legal owner(s)of the subject property, and the applicant ofrecord in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. WENDY J ABBAGLIATO NOTARY PUBLIC-STATE OF NEW YORK No.01AB6378708 Oualified In Orange County MY Commission Expires 07-30-2022 3121/19 0 two OD ga, a N 1 4, 41; r_ cc > tn W tf) rL 0-1 "4100 Q6 L) co E O 8 .0 96 cn Z 4t 41 q� Jjj N, MID woo it -I& M i 3 O V j�1 vi O g ,o ',� .9 .8 VA, E E W6 ,> 0= (71 J71 J-;J14 4: J: BUILDANt dkARTMENT VIL E OF RYOK OCT 2 0 2020 938 KING � :ET RYE BR NV 10573 ILLAGE OF RYE(914)9 - 39-58 11 BUILD NG DEPARTMENTD APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: a Approval Dats '#: V-f�51 Ml'#: U J 8 / Application Fee:$ Approval Signature: Permit Fees:$_ Disapproved: Other: Application dated: S-31-171! —is hereby made to the Building Inspector ofthe Village ot'Rye Brook NY tbrthe issuanceofa Pernik to install a Dire Suppression System as per detailed statement described below. 1. Job Address: 9 -s�tn,:,,��4�(Z,r T , ,,:,y _ JY 2. Proposed System(Describe system in detail including suppression agent): 3. Number tic Types of Fire Sprinkler I leads: 4. N.Y State Construction Classification: 51B N.Y.State Use Classification: 5. Cost of Installation:$ )-2 r 1 (Cost shall include all labor.materials.fixed equipment.professional fees.and materials and labor which may be donated gratis.) 6. Property Owner: ftL_Rve broo)L QcrtTex---:� _--Address: n Phone#(51 R)4CA-56a. , Cell# email: c Applicant: M0.0 1L_ i�t- r al�t;or�_ Address: ln5r.aontraal F6r-1t- PI r Mlddlr .apyta- Phone# UU4 r.3a-Eob3 Cell#(NO�M37 email: Vt xrf;r c- .eom Arch itecUFngineer: R- W • �u\1 �tar, Enc�cne_Qx," Address: 5QA Mair,�+*«t- �Uf\L.�CJ� Roatanrt-+�. oa%aq-\\o-+ Phone# Cell ',ota7r k.,-, ,\\,yor, . om_ — General Contractor: BA — -C _-1 d5G1+ Phone# ( � -_atC6___Cell# f email: -t- 12.8.16 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK.COUNTY OF WESTCl1ESTFR ) as: Q, %A, L��� ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the IA..w 4:7.,r- Py-.+r-ski or, for the legal owner and is duly authorized to make and file this application. (indicate architect.contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in confonnance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention & Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to belbre me this Sworn to belbre me this Mom day of , 20 day of 31 , 20 tT Signature of Property Owner Signature of Applicant Print Name of Property Owner Print-Apphc Notary Public Notary Public C r)FBORAM S. KUCHAR MO#ARY P&BL/C IAMMS.RIM EXPIPFS APP, 12.8 16 Qj N x L N N N N a a c r.w w e 0A 0. IA r j ly C ° c ~ 'Les th ay W^ N `C w Z00 zg 6� /►� '/� Ln i q '- V W � �j z v°° Q v o � � U CIO° v er N•y � G� ~ Q M N U c'�7 �n E �v � " Z 0-0 �. M cn w a M� M G, U ►�' V �n u z o „ o as , .. w K � OWN �• v , F V �O- 0 c c v z W U V 4t t ° "" C z 2 y 4 z z a� � � or-° a � B .$ D BUILDING-DEPARTMENT VILLAGE OF RYiOROOK FEB — 1 2022 938 KING S�"I ET RYE BR(oOX,NY 10573 _ �"4 -0 VILLAGE CIF RYE BROOK BUILD�!NG r)FPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: Approval Date: FEB , 022 Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) REO uIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (village of Rye Brook must be listed as certificate holder)& Workers Compensation Insurance on a NYS Board form (Form#C 105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment ofFees/Unit: 1ZI�S11)1:NTIA1, = $100.00/unit • COMMERCIAL= $3 5 0.00/unit. 5. Inspection by the Building Department for removal and/or installation.(48 hour notice required 6. Electrical work requires a separate Electrical Permit& Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit& Plumbing Inspection. Application dated,04—Q�� is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations. / Q 1. Address: 43 `'a j fr i rti L GtT L SBL: lv�y.a 5 '�� 1.J:3 Zone: 1�t) 2. Property Owner: 5 C V y rd d Address: Phone#: 3 I -Q'1) S Cell#: email: 3. Contractor: To kA L Co M fyr 4 Address: Pb �,,( 351 o P if 1- S y -r Phone#: Cell#: email: QJ ef fl-01 v i 014 u l� 2 L r 4. Applicant: 1 IFS Address: Phone#: &7D 11 Cell#: email: 5. Scope of Work:New Installation( •Replacement( )•Removal( )•Other( ): 6. List Equipment: &i cc r l/ 7. Location of Equipment: U d i c.4 r. 8. Method pf (list all equipment needed to perform job): JN )19# All pf� t �s�rtallation/Removal , 4 1 8/12/2021 STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: Phi I Jan-e f ro ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the o"+rC Or- for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. f 5t Sworn to before me this Sworn to before me this I day of ,20 day of V�yCDC_�J ,20 aa. J I Signature of Property Owner Signature ` pplicant � J Print Name of Property Owner at Name of Applicant TRISHA MARTINEZ Notary Public NOTARY PUBLIC-STATE OF NEW YORK Notary Public 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 8/12/2021 N9MSE Product Specifications HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSC Gas Furnace EA Up TO SELL • Up to 96%AFUE in upftow 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 photographs are onty representative • High temperature limit control prevents overheating Some product models may vary • Direct ignition with Silicon Nitride ignitor • High quall'ty, corrosion-resistant, prepainted steel cabinet i WARNING EASIER TO INSTALL AND SERVICE • Direct vent(2-pipe). single-pipe venting or ventilated combustion Failure to follow this warning could result in personal injury. air death,and/or property damage. • 24 VAC humidifier terminal&electronic air cleaner terminal This furnace is not designed for use in recreation vehicles or • 35" (889mm) high,for ease of installation outdoors. This furnace is designed for use in manufactured • Simplified,factory installed internal condensate drain system (Mobile)homes when an optional Mobile Home accessory kit is • Innovative knobs for easydoor removal and secure installed. Failure to follow this warning could result in personal injury. attachment death,and/or property damage. • Factory shipped for natural gas,with propane gas conversion kits available • Four position- upfow,/downflow/horjzontal (left/right) installation ' �E S t G t • At least twelve different venting configurations • Through the casing flue pipe for counterflow or horizontal applications with accessory(order separately) "• "a°"E'a"`'l" o • Concentric vent available T A I. Fq r I F\F • Seff diagnostics with super bright LED • Slide out heat exchanger and blower assembly •« LIMITED WARRANTY ' 7r• &1% or. 97% • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration, an additional 5 year parts limited wasi CERTIFIED CERTIFIED warranty ' For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for Use of ma"Al caMect TM Main ne�s- anulact—a p•racphoa n the program For other applications. 0-1-o,Cortlk b-*x a,ahr ar Rom. go to—.e.rir«ary aro 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(Millimetem) Lbe(Kg) N9MSE0261408 40,000 96.0% 95.0% 400• 5 35 x 14-3/1 x 9-1/2(889 x 361 x 750) 120(54) 9 0401410 ,000 96.0 625.90 35 x 14- 1 x -1 (88a x 361 x ) 123(55) 9 040171 ,000 96.0 9 650-1050 35 x 17-112 x -1 889 x x 50) 134( 1 N9MSE0601410A 60.000 95.5% 95.0% 6 -11 35 x 14-3/16 x 889 x 361 x 750) 127(57 N9MSE0601714A 60,000 96.0% 95.0% 650-1420 35 x 17-1/2 x -1 (889 x x 750) 144(65 N9MSE0801716A'— .000 96.0% 810-1600 35 x 17-1/2 x -1 (889 x 445 x 750) 154(69) NgMSE0802120A 80.000 96.0% 95.0% 1335-1970 35 x 21 x -1 (889 x 533 x 750) 162(73) 9 1 2114 100.000 —R—W 915-IW 35 x 21 x 29-1 889 x 533 x 750) 169 76) N9MSE1002120A 100.000 96.0% 95. 1345-2065 35 x 21 x 29-1 (88§x 533 x 750) 169(76) N9MSE I202420A 1 120.000 1 96.0% 1 95.0% 1320 10 5 x 4-1 x -1/2(889 x 622 x 75 ) 1 186(84) 9 1402420A 1 140.000 1 96.0% 1 94.4% 1290 035 35 x 24-1 2 x 889 x 622 x 7W 1 190(86) Specifications are subject to change without nonce 440 11 4403 05 12/3/18 � Performa NxAs nce 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 1230 Volt, 1-phase, 60 Hz t �� REFRIGERATION CIRCUIT • Scroll compressors on select models • Filter-Drier supplied with every unit for field installation { to Copper tube/aluminum fin coil EASY TO INSTALL AND SERVICE • Easy Access service valves on all models • External high and low refrigerant service ports • Only two screws to access control panel • Factory charged with R-410A refrigerant BUILT TO LAST • Baked-on powder coat finish over galvanized steel • Post-painted (black) coil fins • Coated. weather-resistant cabinet screws • Coated inlet grille with 3/8" (10mm) spacing for extra protection LIMITED WARRANTY* Thm mod" has beer designed sid "f"tKiie0 Io nit ENERGY STAR o"ene for away alboacy rt— • 5 year compressor limited warranty . rrwci mth approefprwe °0" owrVonafb_ Hovmm Props rrlgeraIt charge and prop"a"bow ere abcd to achieve raed • 5 year parts limited warranty (including compressor and this prpdutt m me rnaxe.MsW coil) r charging mid air bow ambudiora Frlue to conbnn Rope+ohtuga arid whow may red"awgy�aerrcY � -With timely registration, an additional 5 year parts limited 5''°"en ea.tonrx"He warranty (including compressor and coil) * For owner occupied, residential applications only. See A&AC111111111 warranty certificate for complete details and , �` US restrictions, including warranty for other applications. LISTED Use of the AHRI Certified TM Marx nocates a manufacturer s participmon n the prog.em.For verrf,cahon of certification fa inCvc..e'produd5 go to www.ahnonectory org Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship/Operating Number (tons) BTU/hr Ampacity or Breaker height x width x depth in. (mm) Weight lbs.(kg) NXA618GKA 1' 18,000 11 8 20 28-11/16 x 25-3/4 x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 17.7 30 28-5/16 x 31-3/16 x 31-3/16 147/ 183 (719 x 792 x 792) (83/67) NXA630GKA 2' 30,000 168 25 32-5/16 x 31-3/16 x 31-3/16 188/ 153 (821 x 792 x 792) (85/69) NXA636GKB 3 36,000 17.5 30 28-5;16 x 35 x 35 204/ 165 (719 x 889 x 889) (93/75) NXA642GKA 3t/1 42,000 23.6 40 39-1/8 x 35 x 35 254/213 (994 x 889 x 889) (115/96) NXA648GKA 4 48,000 26.1 40 39-1/8 x 35 x 35 317/264 (994 x 889 x 889) (144/120) NXA660GKB 5 60,000 324 50 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/ 127) spec+!Stations suhfeGt to change without notice 421 11 6201 05 5/17/19 estchester ECEWED W . o�:C0111 AUG 13 2021 VILLAGE OF RYE BROOK County 1•aci•uti Geor to I,.�cint tivc BUILDING DEPARTMENT �h(-rhta Am v. Il) Conuni'.si,n It,'of I iealth August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13333-21-DCDA Application for Backflow Prevention Device Kingfield Development 9 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, QANi) Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT/RB:pm cc: Jeff Dubois — SC Rye Brook Partners, LLC Frank McGlynn, Manager— Suez Water Michael Izzo, Bldg, Insp. — Rye Brook .� File R% OORECYCLE Department of Health 25 Moore A%eiiue Mount Kisco. NY 10519 Telephone: (91 1186I-29(; F;ix: (91 I)`t13-1091 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. 13333-21-DCDA Facility: Kingfield Development City, Village, Town: County: 9 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 backfiow prevention device tester test the above backfiow 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 arid 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: av5Q_ DATE: August 2, 2021 Delro aylor, P.E. Assistant Commissioner NEW YDRK STATE DEPARTMENT OF HEALTH Bureau of Public Water SUDPlyoom R Pmt R. 6rnCtion Report on Teat and Maintenance pire Stets plaza-Corninq ing To ttln Albany.NY 12237 of Backflow► Prevention Device P9e35e use a Separate form for each device. For the year l� Inttial test-Complete entire corm Annual test-C01`111719te Part A only Pvbifc water supply Amount No. County clock tat I� Facility Name_ 1 'y:;t- + e.C Lxation of Owice � 5 C-I , \ /� ` lam} Address L:JLL3 TV nC. /iILa- Street Device Manufatxurer Type 0 RPZ Model Size(in inches) Seri umber Information DCV Cbaek Valve No.9 Chu*Valve Mo.2 Differential Pressure Relief Line Pressure 1O l� oar Valve Tort Leaked B Leaked Opened 3t psid � before Closed dght _t;losad Sight__ � � ( �, repcwlr Pressure drop across first check valve M D Y psid DBECnbe npahsand Repaired by maftru a Name used Lic 4 IA Data repaired: mmm M D Y FinatEast Close fight f�l Closed tight j� Opened at psidO , 4 a Pressure drop 7ss first 3 a �(Q M D Y check valve - t paid Water Meter Number Meter Reading Type of Service:(check ore) 9 Domestic `7 Rral 9 Gther Remarks(Describe deficiendea:bypasses,outlets before the devim cunnectlnna between the devim end poirt of entry,missing w inadequate wMaps.etc.) Gerttfication.This device © meets. 0 does NOT meet,the requirements of an ac containment device at the time of testing I hereby certify foregain data to be cwrepL Ra c Pnnt Name cortifiod Tostor No. Expirspilt Dag Property owners(or owner,**agent)certification that test was pertomle/d�:/� (� —5 C1 Pratt Name t tine Telephone Certification that installation is in accordance with the approved plans. fie be completes by the design englr r or archited or reteT 0 aupolor.) 1 hereby sandy that this histabation is in accordance with the approved plans. Name Russell Palucci Tide Engineer Datle } -L NYs DOH Log# license Number 78721-1 Phone(845 )337-6040 m d y Representing nme Solutflons, LLM Onsu Ing ng neerS — Describe minor Via, Address 140 Princeton Drive City Shelton state CT zip 06484 9ignBwrtl SEP 1 3 2022 art one tbmyeted COPY to the a 9r o Hein depertmanl rapresonAl 1 ana ono mpy to the �LL Notify ownof and watm wpptlor Immedistoly if device We lest ana ropers csnnct;mmadialay Oa V I LLAG E O` R i= BR K BUILDING DEPARTMENT SEP 13 2022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 9 Jasmine Lane Rye Brook NY Thog5 2015 IECC Energy Efficiency Certificate insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling!Roof 38.00 Ductwork (unconditioned spaces): IRE Glass&D. Window 0.29 0.30 Door 0.30 0.30 Heating&Cooling Equipment EMciency Heating System: r.,.i rNoMi;Fjoa2j?oA CPz s Cooling System: Hed o ion aNXvWGKA 16 SEEk Water Heater: 104"VSCE32Ii9R t19 Dawn EADOM Name: Joba l e wowd Oahe: 9n9019 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: 4155-9 Jasmine Ln Rye Brook NY Name: Address: 9 Jasmine Ln i►10g5 Address: 9 Jasmine Ln Rye Brook, New York 10573 Rye Brook, New York 10573 Geo-Tag Data: Latitude: 41.048347 Longitude: -73.692860 Timestamp: 2022-08-29 09:00:06 Measured Leakage: 2.84 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 4155-9 Jasmine Ln Rye Brook NY Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,327.0 (+/- 2.6%) Effective Leakage Area: 74.3 in Building Volume: 28,023.0 ft3 Enclosure Surface Area: 3,200.0 ft2 Coefficient (C): 107.5 (+/- 18.1%) Exponent (n): 0.642 (+/- 0.050) Correlation Coefficient: 0.99695 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 72 °F Post Indoor Temp: 72 °F Pre Outdoor Temp: 78 °F Post Outdoor Temp: 78 °F Altitude: 181.0 ft Time Average Period: 10 seconds Test Date and Time: 2022-08-29 09:04:52 2000 • Depressurize — E 1800 700 a 600 o, 500 c =0 400 °0 300 200 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_(Pa) Fan (Pa). Flow (cfm). Config Baseline 0.4 -60.0 -60.7 -60.7 -66.8 1,474.9 Ring A -54.0 -53.3 -53.3 -56.5 1,359.2 Ring A -48.0 -47.4 -47.3 -48.5 1,261.3 Ring A -42.0 -42.2 -42.1 -41.7 1,172.0 Ring A -36.0 -35.1 -35.1 -34.4 1,066.3 Ring A -30.0 -29.8 -29.8 -27.4 955.3 Ring A -24.0 -22.6 -22.6 -160.4 751.0 Ring B -18.0 -17.8 -17.7 -133.1 684.7 Ring B Baseline -0.5 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 G \ Building Permit Check List&Zoning Analysis Address: l J(L S✓"�l t-t� L►A . SBL: t Z Zone:�CZ Use: 2 Const.Type: Other. Submittal Date: l ZZ Z Revisions Submittal Dates: Applicant: Nature of Work Reviews:ZBA: V 2 3 2020 PB: BOT: Other. OK c� ( ( ) FEES:Filing. S. > BP: � � � l to •� l C/O: Z� 4�. APP: Dated: ✓ Slotarized. 2 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. ( ) KP ( ense: Workers Comp: � Liability: �/ Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated: N/A: (� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. (� ( ) PLUMBING:Plans: Permit: Nat. Gas: LP Gas: N/A/: Other. ( � ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other. (� ( ) H.V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK:Plans: Permit Fuel Type: Other. (�✓ ( ) 2020 NY State ECCC: N/A: Other. ( 7 ( ) Final Survey Final Topo: RA/PE Si offLetter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. ( )ARB mtg. date approval: notes: ( )ZBA mtg.date: approval:- notes: ( )PB mtg.date: approval: notes: REQUIRED EXISTING PROPOSED NOTES N U 3 2 O2O Arr,—L Date: Circle: Fron Front: Front: Sides: Rgtr. Main Cov Accs.Cov Ft.H Sb: Sd.H Sb: GFA: Tot.!=: Ft w: PazkinQ Height/Stories: notes: Residential Building Pennit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: Property Owner& Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements) x $225.00 x $I5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I 5.00/$1,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction S%Ft. • New Construction Cost • Building Permit Fee Basement= -1_�sq. ft. x $65.00 = $ S'D� 57-0S- x$I5.00/$I,000.00= $ 7.S7 I,Fl. = LL3�1 sq. ft. x $225.00= $ -- 3ZS�- $I5.00/$I,000.00= $ -'I !M 2"d Fl. = sq. ft. x $225.00 = $ 3 Z (0 Z S, x$I5.00/$I,000.00 = $ Attic= _ sq. ft. x $225.00 = $ x$I5.00/$I,000.00 = $ + Total Sq.Ft. = sq. ft. Total Cost = $ �l �' Total B.P.Fee= $ to 41 L to • .� l ° Includes Attached Garage if Applicable. Total Amount Paid = $ " " 4 a -� 'L Total Amount Due= $ 1 P�L- < b NOV 2 3 2020 Date: Signed 1 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: J�,Q ii4t� S N k.L L_ 0 i S 't bJ /D46, 014/-7- 01 TLt/�k� /Zq•ZtS'/— Subject Property: SBL: Please take notice that the subject; 9110ne or Two Family; ❑ Commercial, P�New Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; 1 'Truss Type Construction(TT) En/pre- Wood Construction (PW) ❑ Timber Construction(TC) in the following location(s); ❑ Floor Framing, including Girders & Beams (F) ❑ Roof Framing (R) L3'Floor Framing and Roof Framing (FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood,or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§1265 for One&Two Famil Dwelli gs. b 1 Z- � 1 Date Design Pr io Date r` Property caner Date Notary Puhlic (7) TRISHA MARTINE NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-19-2023 CERTIFICATE OF LIABILITY INSURANCE "1 i0 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S). AUTHORIZED REPRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this Q certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT d PHONE Aon Risk Services Northeast, Inc. NAME: Boston MA office (AC.No.Eltp: (866) 283-7122 No : (900) 363-0105 `y 53 State Street E-MAIL - suite 2201 ADDRESS: Boston MA 02109 USA INSURER(S)AFFORDING COVERAGE NAIC I INSURED INSURER A: Navigators Insurance co 42307 SC Rye Brook Partners, LLC INSURER B. Guideone National Insurance Company 14167 230 Park Ave. New York NY 10169 USA INSURER Starr Indemnity 6 Liability Company 38318 INSURER D INSURER E-. INSURER F COVERAGES CERTIFICATE NUMBER: 570082993250 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested TYPE OF INSURANCE INSD WVD POLICY NUMBER MM POLICY EFF IC Y EXP YYY' MM Y LIMTS X COMMERCIAL GENERAL LIABILITY - EACH OCCURRENCE S5,000,000 CLAIMS-MADE ❑X OCCUR PREMISES(Ea occurrence 5100,000 MED EXP(Arty one person) EXCl uded PERSONAL M ADV INJURY S 5,000,000 MOTHER T AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE SS,000,000 POLICYX PRO1:1JECT LOC PRODUCTS-COMPIOPAGG $5.000,000 cc g n AUTOMOBILE LI UMM COMBINED SINGLE LIMIT `l Ea acudentl ANY AUTO BODILY INJURY(Per person) O OWNED Mn�ED BODILY INJURY(Per accident) O HIREDAUTOS Y NON-OWNED PROPERTY DAMAGE W ONLY AUTOS ONLY Per accident I P 1= C UMBRELLA LIAR OCCUR 1 1 / 0 0 1110112021 EACH OCCURRENCE X EXCESS LIAR CLAMSMADE AGGREGATE S5,000,000 DED RETENTION WORKERS COMPENSATION AND PER STATUTE JOTH. EMPLOYERS'LIABILITY y I N IER ANY PROPRIETOR'PARTNER EXECUTIVE E.L.EACH ACCIDENT OFFICERAEMSER EXCLUDED' a N!A (Us d 10ry in 1104 E.L.DISEASE-EA EMPLOYEE Iyes,OsecYE-under DESCRIPTION OF OPERATIONS betow E.L.DISEASE POLICY LIMIT DESCRIPTION OF OPERATIONS LOCATIONS/VEHICLES(ACORO 101.Addlbnol Remarks Schedule,maybe attached If more space In required) TJ } a� CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE ►� POLICY PROVISIONS. Village of Rye Brook AUTHORIZED REPRESENTATIVE 938 King street Rye Brook NY 10573 USA Jaoss � %G�dk�s,►.saaed c/IDS✓sea � C01988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Certificate of Attestation of Exemption from New York State Workers' Compensation and/or Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building ermit SC Rye Brook Partners,LLC From.:The Villa e Brook NY a of R 1300 King St Ste 114 g Y Rye Brook,NY 10573-1057 PHONE:914-481-1531 FEIN:XXXXX6509 The location of where work will be performed is 110 King Street,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building permit are from March 17,2020 to March 16,2021. The estimated dollar amount of project is over S100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Robert Dale Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,Janice Heusser,am the Office Assistant with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that 1 have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that 1 understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately famish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN Si ature: HERE 'TT 4 Date: :. /a•1oZ o EgempttoC ` to lumber 4 q NNW *ved 20 = 24.; Ma2p::NYS Worketiole;Bto ea111. CF-200 01r2018 '4�"® CERTIFICATE OF LIABILITY INSURANCE DATE(M3f2O2O ' o4n3rzo2o THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT FEDERATED MUTUAL INSURANCE COMPANY NAMEO CLIENT CONTACT CENTER HOME OFFICE: P.O.BOX 328 A CNE.No Ext:888-333-4949 A/c No):507-446-4664 OWATONNA, MN 55060 E-MAIL ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURERS AFFORDING COVERAGE NAIC// INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B:FEDERATED RESERVE INSURANCE COMPANY 16024 MACK FIRE PROTECTION INC INSURER C: 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:466 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED $100,000 CLAIMS•MADE X OCCUR EMI E a ocarrenx MED EXP(Any one person) $10,000 B N N 6042334 05/11/2020 05/11/2021 PERSONAL&ADV INJURY $1,000,000 N. AGGR GATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY PEO- ❑LOC PRODUCTS-COMPIOP AGG $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 0,000 a accident $1,00 X ANY AUTO BODILY INJURY(Per person) OWNED AUTOS ONLY SCHEDULED B AUTOS N N 6042334 05/11/2020 05/11/2021 BODILY INJURY(Per accident) HIRED AUTOS ONLY NON-OWNED PROPERTY DAMAGE AUTOS ONLY r accidert 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 Y/N F ER X PER STATUTE R ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICER/MEMBER EXCLUDED? NIA N 6042338 05/11/2020 05/11/2021 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached it more space is required) RE: KINGSFIELD 1100 KINGS ST RYE BROOK NY CERTIFICATE HOLDER CANCELLATION 149-868-2 4660 VILLAGE OF RYE BROOK NY BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RYE BROOK,NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Q 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD YORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured 860-632-8053 MACK FIRE PROTECTION INC 149-868-2 15 INDUSTRIAL PARK PL tc. NYS Unemployment Insurance Employer Registration Number of MIDDLETOWN,CT 06457-1501 Insured Work Location of Insured(Only required if coverage is specifically limited to ld. Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 04-3814418 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Federated Mutual Insurance Company Village of Rye Brook NY Building Department #466 938 King St 3b. Policy Number of Entity Listed in Box"l a" Rye Brook NY 10573-1226 6042338 3c Policy effective period 05/11/2020 to 05/11/2021 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all part nersiofficers included) all excluded or certain partners/officers excluded This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"Ila"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. Th s certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by Elizabeth Petersen (Print name of authorized representative or licensed agent of insurance carrier) Approved by: " — Q<;r 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 AC �I DATE(MM/DDIYYYY) CERTIFICATE OF LIABILITY INSURANCE F2; 2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NUUNTAUT AME OTT AGENCY HONE E t (845) 895-8873 A C No PO Box ADDRESS Wallkill, NY 12589 SS ottins2001@yahoo.com , INSURER(S) AFFORDING COVERAGE NAICS INSURER Main Street America INSURED Total Comfort Inc INSURER B National Grange PO Box 359 INSURER 7 Ohara Rd INSURER D Milton, NY 12547 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER. REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE INSD Vivo POLICY NUMBER MM/DD/YYYY MM DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 OOO OOO CLAIMS-MADE Cl OCCUR DAMAGE 10 RENTED- PREMISES Ea occurrence $ 500,000 MPU7919F 1/21/2022 1/21/2023 VIED EXP(Any one person) $ 10,000 A X X PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY 7 PRO- I�I JECT �I LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER AUTOMOBILE LIABILITY Ea accident' $ 1,000,000 ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED B1U7919F 1/21/2022 1/21/2023 B AUTOS ONLY x AUTOS BODILY INJURY(Per accident) $ X HIRED NON-OWNED PROPERTY DAIVIAG AUTOS ONLY X AUTOS ONLY Per accident $ X UMBRELLA LIAR X OCCUR B EXCESS LIAB CUU7919F 1/21/2022 1/21/2023 EACH OCCURRENCE $ 5,O0O,0OO CLAIMS-MADE AGGREGATE $ 5,000,000 OLD RETENTION$ $ WORKERS COMPENSATION ER AND EMPLOYERS'LIABILITY STATUTE ER �ANYPROPRIETORIPARTNER/EXECUTIVE rrN WCU7 919F 1/21/2022 1/21/2023 E L EACH ACCIDENT $ 1,000,000 B OFFICER!MEMBER EXCLUDED' F7 N/A (f yes esory ri eu E L DISEASE-EA EMPLOYE $ 1,000,000 If yes describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101 Additional Remarks Schedule may be attached d more space Is required) CERTIFICATE HOLDER CANCELLATION VILLAGE OF RYE BROOK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN 938 KING STREET ACCORDANCE WITH THE POLICY PROVISIONS. RYE BROOK, NY 10573 AUTHORIZED REPRESENT TIVE ©1988-2015 ACORD CORPORATION. All rights reserved ACORD25(2016/03) The ACORD name and logo are registered marks of ACORD NEW ^YORK Workers' CERTIFICATE OF STATE I COtllperlSatlOft Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b. Business Telephone Number of Insured 203-223-6700 TOTAL COMFORT INC PO BOX 359 1c. NYS Unemployment Insurance Employer Registration Number of 7 OHARA RD Insured MILTON,NY 12547 Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York Stale.i.e.,a Wrap-Up Policy) y Number 141829022 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NATIONAL GRANGE VILLAGE OF RYE BROOK 31b.Policy Number of Entity Listed in Box"l a" 938 KING STREET WCU7919F RYE BROOK,NY 10573 3c. Policy effective period n1/w7n?9 to m/w�mn 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) x0 all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: WILLIAM C OTT (Print name of authorized representative or licensed agent of insurance carrier) Approved by: (Signature)(- (Dale) Title: PRESIDENT Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov KIN FIELD DEVELOPMENT D CL STER wwwwvv OCT 2 Z 2020 INTERNATIONAL DRIVE VIL G RYE BROOK, NEW YORK BOLDING YE SR oE�AR ook TNENr SC RYE BROOK PARTNERS, LLC 5 International Drive, Suite 114 Rye Brook, NY 10573 ......... ............................................ ............-- _................................._._......_:.: ................................................................................ --- _.................._....................................._.............-..-........_....--............................................... ..................................... -_--_ _ ....-............---._.......------__.._ .._.... _._.__. ._.. - --........-............. ....__..__..r_....-._....._._. __.._..__... ...................._.. _... Code. ....................................................................................................... ........................................................................................................................................................................................ .............................................. ...._.......................................................... NYS Uniform Fire Prevention & Uniform Building 2020 Building Code of New York State . ........................ -- -- -- ......................... _...... 2020 Residential Code of New York State I I _................................ .................... _- I I I s # : I, t: 2020 Fire Code of New York State 2020 EnergyConservation Code of New York State -- ..............................� ...._ ._:..- r __ _ ,�............... _- _- �,.............. __- 'ft... ............ - 2020 Plumbing Code of New York State -- 2020 Mechanical Code of New York State — _ I - - - - 2020 Fuel Gas Code of New York State � ' .. .......... .... 2020 National Electrical Code _:_ I i i.:- v...... 2017 1CC 117.1 Accessible & Usable Building and Facilities __- _ _ _ I , I i _^_.._.._..__._......_.__..........................�Y_T Project Criteria: Use Group: R-2 11 JASMINE LANE 9 JASMINE LANE 7 JASMINE LANE Construction Type: 5B O Area: 10 274 s q.ft. O.O.Q.APPROVAL REQUIRED FOR 3ACKFLAW PREVENTION ©EVICE. Volume: 90,141 cu.ft. FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT PERMIT# 7 Thurston Avenue Structural Consultant SBL# Newport, RI 02840 Cameral O'neill Engineers DATE APP NOV 2 3 2020 CordtsenDesign.com 117 Black Point Lane Ti-IIS BUILDING MUST BE POSTED Portsmouth, RI 02871 401.619.4689 WITH A PERIVIANEKI CONSTRUCTION ?� MEP&P Consultant TYPE IDENTIFICATION SIGN; BUILDING INSP O ,Village of Rye Brook,NY R.W.Sullivan Engineering ;" 529 Main Street#203 FR C O R D T S E N Boston, MA 02129 AS-BUILT/FINAL SURVEY D E S I G N PRIOR TO THE ISSUANCE OF A C/O, REQUIRED PRIOR TO ARC HITECTU RE AS REQUIRED BY NY STATE LAW. FINAL INSPECTION 3i =2 7.1 C I FLI 301.67 'D -2 A C C I a-, C 2 1 291�,7 C I C 2 'A F _1L D R Z Z Uj BR U X C,D T::;,:T:Z' X7-0:)\!C) BR I EE:1%T E:R 7 DL CLUSI;:? U J L."N w in Uj 0 C 0 n 0 U Y L 1 13.1 7 v 6 U C. L i 0_7 104.92, oil BL 22 F! . DAR C :r - - Z L 11217 .3 2-1 B R -7 '0 B L 71 0 0 rMn 3 B R C 2 ZL(2) Ar C- Z R GCi .-L!30L.:�7 G 23.�.33 A 0 2 2 ------------------ J 7 I -Z Lo Y D R 7 A `3 r" r-, L" I 82 -1-1 295 17 1,1 ;rl -. ''I On ��2:,) '3 3 Z R 104-.r 2 45 '>1 C 10, 9 ".6 7A -S 2 nl 0- C2 7 11-1 RL i 309. z ::L 1 29:6 7 DR Clo a G 1118.42 z W/o 0 C YR0 2 9 > 14 LU Fl.1 296 7 Ci Fl.1 305.17 nicjir.toir.•,n*.4&lengoi of 9z BL BL @ 304.92 5 ftc,n 64; deor;s ca;call W/o rr. _1 5. 0 rn "C'. Cs z 1 305.67 A 12 "; G 303.8 C1 ko 39 .11 \1 3,04.33 1.10 TRESPASSIN'O e C V; 3 3 iq5 or.all ao;es �p N /7 &-3 0 297.42 'o LU CD 'N �.11 HOTE 17 C2 FOD R 10 FF F 3 0 6.550) 12 C 2 40433 soles a FOR DIL--RAMMATIC PURPOSES porking ONLY. REFER TV CIVIL 296.92 I'Ll 298.17 DRAWINGS FOR ALL RELATED G 7,7 .-:2, SITE VJCJPK < dilecliono: a, cc.-15;. LEGEND: 1D BL I,• v G_97.a2 L- -A-UNIT 37 BL oxi 84P- RIGHT-UNIT U C I FL 3103.6 BL- LEFT"UNIT LU 3 797.42 G 2.9 2 Cl- _C_UNIT.MASTER UP 0 U 13 .0 <0 C[--C-UNIT.MASTER DOViN z z 0 DR--0 Pl(.-,HT"UNIT 0 6 U r% G 296 42 1:P11 11 DL-"D LEFT"UNIT . 04 01 C-30 2.4 2 YR-"Y PIGHT"UNIT CZ 6-i a ( a&, YL--Y LEFT-UNIT U < U-1 B DR Ci < IC IC, ZP_"7 RIGHT-UNIT U.1 U < C2 - % FL 1 30j.!7 - 0 -1.1 20717 0 4 0 G 302.J'-, ZL-_Z LEFT-UNIT G-4-96 42 kV/0-VILLKOUT _)*7 42 ?5 301.42 A C1 6 2 A C, -2 K 451, �--9 3, Fl.1 30--.17 stop sig.) 0 Ci C2 A C_ G 0.8 3 C I S 34 A @ 0 C, (D 7 K0.83 13 "l 301.92 Q (1 C1, e C I p 07 L 1 17 196 G 293.42 C 23 = 100 4 Stop Si C 1 1, C2 2 Fl.1 20-4.17 @7 0-1 BL C2 G 293.42 99 A 2t 11 101 G 30-, G 300.92 29'.83 10 5 14 0 r E A C,-7283 F L 1 3 031 01 .17 C2 _Z�?1)2. 1 ri IC I FL 1 301,6 C I 7 102 6 C, G 300.9 2 0 nSl Ili*5 0, op G 30 2. (D C I 12 '�uA G 3ou.33 G 289.42 3od 17 1 10 G 301.92 A FL 1 290.17 .0 Cie 0 C-280.8- for Cjote 8 Ci FL!K-2.6- 259.42 K,1.2 C2 0 IS FL 1 291.t7 V) :9 1 -1�28'?.;33 10 co t_-)26,333 P-14 A nolt�for cor-�stfucfior. C 1 G 298.42 FL enlronce&eiitfo be 77 G 5 6 7 i., 15 nl unlocked e.op�_n during 13 C I w/0 C2 cons trucficn activity only A 23732 o oll other time;this gate 13 2 C-1.? Fl.1 299.17 ' I r G 298.42 must be closed&locked C I :z ce& 0/2 DL 1.3 1 5 C-29 7.83 BL FL 1 293.17 0 291.s2 Cie 0 V11 7 0 blacktop__---- G 29-4.92 A C2 C I CIO 5 106 z lovendr_-r lone to A G 297.83 AN :39-12 C I :Di�l Pov�_d 2,nd 17 I C-1 7 5 B R week of i;/20 7 C 2 FLI 290.17 /11 2 18 FLI 299.17 C I wio A (Cr -JF C G 297.83 C; C-239.42 c 181 9 i08 A Q(jSj 5 6' G 288.83 C I 10 6E G 298 42 D R C ie CZ ,�i�c 6 G 2 93 3 3 G cttU76 FLI 2,`8.67 CLUSTER DID S sci FLI 299.D7 G_-C 5.-,2 G S G 2cB.92 287.92 BR DR D L B R 10 21;8.42 C 2 2 i 7 UNIT G2 MD LEFT UNIT A CONSULTING ENGINEERS PROVIDE 05 BARS AT 24'O.G. o4q% VERTICALLY d HORIZONTALLY Camera/O'Neill 1'4" 1'-4' CENTERED ON WALL.PROVIDE 12"7HIr,K J�NG.FT=�. _.. ••��1•::•'::::'i::rJ:S =5 D0WEL5 INTO FT6.TO r RE INF.'rU-5--A.R5 9 12'-4" --- 12'-4- 2�•- MATCH�R7.REINF. I 12"O'=fl..39T. 501 j F" %` � - 3'-2" 3'-2' 3'-2' A I "�INATE a ..}.�; Sj 9'-4. WAT=RPROOFI.w5 ` ^C;1'`r `w.'` S ) �B�RS 12"O,.EN,.DOT. $OARS B 12"O.C.El"l SOT. r-_ - _-, '- AND DRAINAGE rJ �:E`J;;`fi ? f�� �-A:f Z Z w ARCH--U)NO-5. �., -i' �` w�. 7: J 12"THICK GONG.FT6. O w U REINF.W/#5 BARS® ' j 1 %:.'�. - 12"O.G.EA,DOT. _ - - --J 10'DIA.REINFORCED L --)I I rx PROVIDE d INSTALL I� ce p w _ (j 50NOTUBE PIER,TYP. 5" 51t r�JN ABU<e OR ABUbb I „....... ..�� O F.MIN. •"'-S, I T.O.WALL 5TA`.DO•= 5A5�!FASTcP1 I _ (B D 3'-b" 5 - 1 _4^ 4 I'4" U x as 50'1 BELOW GRADE) - - - - 12'-3' -- (GOO O CON'- S/9'PI A, IB.D F-10'-10"j ARCH _ - _ - -- - - - --- -- ---- - - - - - --- ------ ---- I .: - z AN-1-HOROROD U,L) "�i D 7i-+�cAD'-D � ' S0 I -'i` GOORD.W/ARGHLL GGNG,~7C^R`14Frv'=4 i I Ot1G.FTG REINF.W/04 _. $.,5�12'O. Z...907 BAR5 c 12'O.G.E W.,DOT. t ,=o -W j }L T.O.WALL I - PROVIDE d INSTALL BEAM <+ O O O 12'THICK GONG.FT6 T O WALL ®BEAM . • .. '� - I ) POCKET POCKET AND P.7 BEARING _I _ REINF.W/45 BARS 0 PLATE TO ACCOMMODATE LL --- ---- ---- _ _...._ _ 12"O.G.E W..BOT 1 _ (-1'-d4") BEAM.PROTECT O 5 3'-2" b O O a j 10"DIA.REINFORCED r 7 I T.O.WALL®WINDOW`r 7 1 UNTREATED LUMBER WITH 50.1 � -�� 50NOTUT3c PIER,TYP. I �-2 50.1 a I BUILDIN6 FELT,TYP. p (GOORD.W/ARGHL] T.O.WALL I (" c Y TO.WALL T.O.WALL 0 WINDOW ] ,- 5' 5' J.O...MIN.3'-b'BELOW � ' (GOORD.Wl I [GOORD.W/ARGHL] c•� i v 74'I -- - I -r7RADE)- ------------------- (B.O.F__10'-10") I ARGHL] COC 9G4 r - 5' COORDINATE WATERPROOFING T.O.WACvLL .174 I I PROVIDE"4x4b° ----- i- t - ---- -- - -------- -- ----------------- --------AND DRAINAGE W/ F3 c i _ (-0'-74'] I IA60NAL REAR [B.O.F.-10'-10")�� j AT RE-ENTRANT � I �_ - T.O.WALL T.O.WALL ARGHL DW65. - i SLAB CORNERS T.D.WALL J u AD_IAGENT J i r _j PROM •S BARS AT 24'`O.G. - - I Ib'-IOC.' 3'-65" 14'-IU: I I T.O.SLAB (-0' '4") UNIT POCKET TI t I I ELEV.-q'-b' O O LL FOUNDATION LL 3. T.O.WALL a WINDOW =Q VERTICALLY Y HORIZONTALLY T.O.WALL - O O (-2-3/4] I TO WALL r B BEAM POCKET - i- (COORD.W/ARCH•L) I CENTEREDON WALL.PROVIDE i i' i [000RD.W/G.G.) - (COORD.W/ 95 DOWEL INTO FT6.TO MATCH � I 10'WALL I ARGHL) VERT.REINF. I PROVIDE 4 IN5TALLYi I .I 1 I SLAB DETAIL O. "5PPRIV6FIELD"CAP AND• COORDINATE 43 WATERPROOFING I GAP AND BASE PLATES I 50.1 O I'-10'FTC. Z AT ALL COLUMNS,TYP. I ,- BASE PLATES AT ALL j AND DRAINAGE W/ 0 Cod"��r _ __._ 5•LPy��. I I O: I LALLY COLUMNS.TYP. s. ARGHL DW65. i > I 3 I 4"NORMAL WT.GONG. �\ F25 w 5 I I I I I N SLAB-ON-GRADE. I 1 cry 5 I an SEE DETAIL 50'I I i U' _ F25 ' • 1 50'2 50.E I: PROVIDE 95 BARS AT 24"O . PROVIDE d 1 TALL14'� j I PROVIDE i INSTALL GAP AND SO.I TD.WALL BASE PLATES AT ALL H55 ik I O VERTICALLY d HORIZONTALL j 'Sf'RINGFI "GAP AND I I'-10. 12' " 19 CENTERED ON WALL.PR 14'-10%" I _ _ [-O_SVa') COLUMNS.TYP.BASE PLATES i- I O - 1 SHALL BE SUBMITTED W/STEEL - p5 DOWELS INTO FT6.TO vA GH • I BASE 5 AT ALL I 'k VERT.REINF. LALLY L MNS,TYP I ! SHOP DRAWINGS T.O.WALL I u 10'WALL_ I 0 BEAM O � I 10.WALL I j 1 I POCKET m z CN CD 14"LALLY I'-10'FT6. I I T.O.SLAB [-I'-6►'s") I Q Fla ELEV.-9'-b" :: - N • I I'-10"FTC. I I GOL I r\ � Ib' L F3� I THICKENED SLAB. U0�' I b"WALL I I T.O.SLAB I I SEE DETAIL 1 SLAB DETAIL 5� F4 i z ELEV.-W-b" 3 I I 50.1 (B.O.F.MIN m O 00 50.1 I 4"NORMAL WT.GONG I 3'-b"BEL OW u, � I •.. I I I O TYP -T.O.WALL SLAB ON-GRADE. &R�] F_ I SLAB DETAIL I I 3 ®BEAM POCKET SEE DETAIL Q -� PROVIDE�4x4b" I _O i So.l T.o WALL [-l'-6V4") v 0 O O SO.I DIAGONAL REAR I I a I [-0'-Sta') TYP O z z i- AT RE-ENTRANT ILL v i 3 PROVIDE CONT.#4 BA (� S LAB is I O -_' I F G.STEPS W/ PROVIDE ELEVATOR PIT cn I _j LL I Ito ELEV TOR OPTION -0' FOR ELEVATOR OPTION 50.1 2'_5.• CENTERED AT TOP OF L O Q O I 4"NORMAL WT.GONG. T.O.WALL TD.WALL I :�' I y I TA.WALL I ORD.W/ARCH. SHEAR KEY AT WALL B SE 0 LL ,n I l SLAB-0ON-GRADE. ®BEAM AND CONTINUOUS BEVEL 2x3 - I SEE DETAIL POCKET p I I I �^(-0'-5ta') 1 T.O.WALL �;p3a __ 12"THICK GONG.FTC. (-I'(�s") I I ®BEAM POCKET } REINF.W/a4 BARS® u _ _ _ _ _ -- -- - --J 20'-2' I 1'-10' Ey u u� T.O. L 2b i (-I'-(lY4") I I T.O.WALL 1 12"O.G.E.W.,BOT. w Q Q ` •' •• •• -•'_•' S0.1 I : ®BEAM _ U _ _ _-_ _ _ I - -- - _ _ I o a� T.O.WALL 1 O O PROVIDE t INSTALL BE: (-0'-�4"] _ _ L - -($.O.F.CIO'-10" --- -< O b T O.WALL I I POCKET I i 1 I. 0 BEM > ®BEAM �-- F3, [-I'-(V's") POCKET AND P.T.BEARING PLATE N 7i-r-o T O. V. `Q 50.1 POCKET AS REQUIRED TO ACCOMMODATE I f PROVIDE t INSTALL b I p w � PROVIDE p4x48" PROVIDE(4)a4 VERT. I' '] LELE, SL p 51M ('I'-&4'] I BARS AT PIER BEAM.PROTECT UNTREATED 1 BEAM POCKET AND P.T. 50.1 "� O , _ _ _ _ _. ____- __•_-__ � [B.O.F.-10'-10") DIAGONAL REBAR LUMBER WITH BUILDING FELT 1 BEARING PLATE TO SIM I i - - - v- -------- AT RE-ENTRANT O; p ACCOMMODATE BEAM. I SIM - I SLAB CORNERS. ' I PROTECT UNTREATED - • _- r _ O u-. LUMBER WITH BUILDING IN THE EVENT OF SEPARATE I I 5 LL LL I I O FELT POURS,PROVIDE t INSTALL r5 I I :r O j I---- - m x 30'LON6 DOWELS®12'O IO'WALL I T.O.WALL I'-O" i I W/ELE ATOR I I i S O i FT6.STEPS W/ BEAM POCKET AND P.T. I I ®BEAM VERT.DRILLED N.EPDXIED6 EMBED I I m I-10'FTC PROVIDE C INSTALL POCKET I I 12"THICK GONG.FT6. I 50'I I I SLAB DETAIL _4 FTC.5 P5 W/ ELEVATOR OPTION $FARING PLATE TO I I'-0' I. 51M 1O•WALL I ELEVA OPTION ACCOMMODATE BEAM REINF,W/t=4 BARS e I � 12'O.G.EA.,BOT. I I SLAB DETAIL I 50.1 SIM T.O.HALL I PROTECT UNTREATED I I I_?15• ,I 2,-�: I 1'-10'FT6. I I I p�, ®BEAM I LUMBER WITH BUILDING I i 8"WALL '�lJ [S.O F.MIN 3'-b' I SO.I °Q�v 4'NORMAL WT.GONG. r - b POCKET I SLAB DETAIL FELT,TYP. I i ! = O $FLOW GRADE) 3: I I 30 SLAB-0ON-GRADE. I 50 (-I'F�'s") I I I: I'-b"FT T- I 10"WALL NORMAL Kr.COW_Ai i w SEE DETAIL PROVIDE d INSTALL p 50•I = I I - _ _ 3 * - 6'WALL I 4"SLAB ON GRADE. I ` BEAM POCKET AID P.T ��-T O 5 I� ,-J L------, 1l I'-10'FT6. O< I BEARING PLATE TO WALL p< I _ SEE DETAIL I �: I ACCOMMODATE BEAM. dt AM �-w 50.1 1 ___.- _ ¢� 4'NORMML WT.GONG. I _ J O 3 I <O 5 PROTECT UNTREATED O PO KET j SLA$-0AB 3 SIM I I /I1 O Ji I O r LUMBER WITH BUILDING [-I'a4"] n SEE DETAIL O l!! in /`T.O.SLAB O 50.2 I I x�' T.O.SLAB FELT p I i 10'WALL PROVIDE(41°4 VERT. _ \ a /` ry j m g V 4 O I BARS AT PIER _ O 1'-10"FT6. ELEV.-I'-0'® J o I I ELEV.-I'-0"e i -- (�� I I TD.WALL 6ARA6E DOORS �n I ti< 6ARA6E DOORS T.O.WALL O F, 2 T.O.SLAB �O 4 I w `L �[ I [GOORD.W/ I I O (-0'`>ji') m -i O.WALL ELEV.-1'-0"® F I I I 5 0 O �/--- •. I ARGHL] p IN THE EVENT OF SEPARATE GARAGE DOORS PROVIDE CONT.+4 BAR T.o.WAtl I 1 [o'-','1 I a I I ' S0.1 I CU T.O.WALL O I POURS,PROVIDE d INSTALL°5 I I ENTERED AT TOP OF WALL I (-0'-i4') 4') I I x 30'LON6 DOWEL5®12'O.G. \ I I i O CONTINUOUSAID 2x3 j I I VERT.DRILLED t EPDXIED INTO - CD SHEAR KEY AT WALL SASE I IN THE EVENT OF SEPARATE FDN.W/b"EMBED. POURS.PROVIDE t INSTALL a5 I I 1.. IN THE EVENT OF SEPARATE I rn n 1 + x 30"LONG DOWELS®12'O.G. I I T.O.WALL J LL ___ POURS,PROVIDE t INSTALL 05 I I I u lJl VJ j VERT.DRILLED t EPDXIED INTO 8 ®DOOR J 3 x 30'LONG DOWELS®12'O.G. I 10°WALL 2� 5 I FDN.W/b'EMBED. T.O.WALL I I (-I'_b•) I � I b WALL _ VERT.DRILLED d EPDXIED INTO I I I m [-0._Sy4. 150.1 -- °p 50.2 -1 LL FDN.W/b"EMBED. I I'-10'FT6. U .- i T.O.WALL - --- -- - - _ `/ J 'L 13, TD.WALL LL I L --------- - --------- - IL IM I I° �L CV - -- --.--------- Q T.O.WALL T.O.WALL I I O _ _ _____ 1 v 9 4' i O (-0'-Y4) ®DOOR J T.O.WALL;o ®DOGR i u _ _ - - - - ------ - -- i � q � [J[ Q (B.O.F.-4'-b"] b j t --------- - ---------- - --- -------- - -- -I o LL j 1 --------------- -------- --- - ------_-- I N , L 1 O_ a-I------ - T.O.WALL ------------ - , m ----1- - -- -J 1 i Itn [B.O.F.-4'-6•1 - 1 I I I (O'-S►'4"] ti'-105. m i T O.WALL I L---- -------- r IDE(4)a4 VERT. ] Q BARS AT PIER ' tlb'-3'GOORD.W/ARGHL 8 i T.O.WALL I i'-- 1-b°F7G.- ---- ±I'-105' - 10 I i (-I'-4') * 50.1 8'WALL SO•I I L_-- ----� I COORD.W/ARGHL j U ----- ------- I 6 ±I'-IGa4" GOORD.W/ARGHLL 34'-415' 14'-b' S'-b' I I b 2" FOUNDATION PLAN-GLU5TER X-EGRE55 WINDOW5 FOOTING 5GHEDULE A SCALE:1/4°=1'-O" FOOTING FOOTING ID TAG 51ZE REINFORGIN-7 G.G. NOTE: FOUNDATION PLAN NOTES: F2 2'-0"x2'-0"x12"THICK (3)tt4 E.W.BOT. G.G. NOTE: I. T.O.FIRST FLOOR 5UI3 FLOOR SHALL BE GALLED ELEVATION 0'-0' F2,5 2'-b"x2'-b"x12"THICK (4)tt4 E.W.BOT. REFER TO INDIVIDUAL BUILDING 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS.GUT-OUT5.UNDER6ROUND UTILITIES. REFER TO INDIVIDUAL BU I LD l NL/ PIERS,FOOTINGS,5LA$5,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, F3 3'-0"x3'-0"x12"THICK (4)tt4 E.W.BOT. DRAHIN65 FOR DETAILS AND 6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES DRANIw__6 PRIOR' F4 4'-en"-4-0"xl2"T'II K (5)N5 E W.30T. DRAHIN65 FOR DETAILS AILS AND i TO GONSTRUGTION. mf ALL D MEN51ON5,ELEVATIONS,SHELVES,BEAM POCKETS, i ADD'L INFORMATION 3. LALLY COLUMN'-ALL LALLY COLUMNS SHALL 1:3E FILLED 50LID WITH CONCRETE PROVIDE cur-OUT5,UNDERGROUND UTILITIES.PIERS.FOOTINGS,5LAD5. ADO'L INFORMATION )2"THICK"5PRINOFIELD"GAP AND BASE PLATES AT ALL LALLY COLUMNS. AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATIO14 INFORMATION d SPECIFICATIONS CIVIL,GEOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OT14ER TRADES'DRAWIN65 PRIOR TO CONSTRUCTION. PEIaQ - ---- • • [- - - I Y -.-.._ ....... '................... I i _ +296 57 QD� I I_ _ _.- - ,II Z Z W = .91, 7uj jr------I] —- -- -- - ---- - - - 0 W u IA II L f --- I I 17I, L� ---------------------- +297 17 14. , 3•- +29;17 c? a) r^ t I II ' ❑ I , 1 tt F——L 1 I:, � +297 17 J• i --- -- �-� -- --- -- Ij +296 73 9—' +296 73 --_ ----•- - -------- - - - - - -- :..:..... - S:!2 Lu cz i T ,-------- ar—————————-- i --—————————� -- I O t I — 295 83 O +296 L2 +96 67 N -L CL- -- UNIT TYPE'C2 LEFT' 091. UNIT TYPE'A' 095 UNIT TYPE"Cl RIGHT' 096 UNIT TYPE'CI LEFT' 091. UNIT TYPE'A' 095 UNIT TYPE'Cl RIGHT'` 096 SEEC -1,13'SCALE D:.::'S�)�! :1 1 FFT' D1'!G'S ON I RIGHT r ,, , r_ I NOTE �jT , O z SET F�P�C.InITI)Il�L I li G i v /: \ _ L = - _ L II1F0 -T I SEE..':I-0 S^-IG Dt%f;,CA L r 5/I 1C UtVrr'•.I,�I'�:I`nIrHT- L I {— $C R WITl_ L 1 jFT i-.4,1 IIiIr'• O O 2 FIRST FLOOR PLAN 4 ROOF PLAN � w SCALE I/8'=I'-0' u u SCALE 1/8'=1'-0* L11 Q I- w {� Q t� cr � -J ------- -- - I.._-O — -- -- --- _ ---------------------------- -------------- a _ i --------------- 1 i � 1 L� ----- ---, II Q o +28 667 _-- I, - -- -- I W I 1 Ip LIJ N! r t.�• I � I' j i � i - I Cl. ( r----� i ,h , ---------- •301 34 c i U ,� I i .301 3� - h--.1 ---___ ---------- ,ail , 1 I 1 7 I 1 I , -- _--------- 1 I Jim , J 0 16.677 UNIT TYPE'C2 LEFT' :09 I UNIT TYPE W 95 NIT TYPE'I RIGHT' 096 UNIT TYPE'C2 LEFT' 091. UNIT TYPE•a• 095 UNIT TYPE'Cl RIGHT"'. 096 _- ON LEr- :,_ /_' SEC "�'� _ :l:.:J'���. "1_ !�' _ i' �(. - SET _•`. 5_7 F�. :\_LIT t•.1 It•.- _i. - _ _ - _ ,cn c.1� R nl Il 1 L FO s= -- _ -r --L_u1'1'�� ;C _ ✓ _!r:... ._T -i;,;.:')',ILL: I...1 _ BASEMENT"FLOOR PLAN s SECOND FLOOR PLAN SCALE 1/8'=1'-0' oelo) ZZu+ o U ----- U _........._......... , .................: ............... -- / .............- __ -- _ -- - --_�-� _ f' l• I . � , ........................ ..... ._.........-. --•I: � ....... ........_......_...._.._ ^i a Ili I t� .... . ........... i :......... EJ 11 .11. IlIIII.... ........................... .. ,... .. ......... ................... ........... .. ...... , 2�T 0 SUBFLOOR\ :, j' ;7,- --- -.... \T_ SUB FLOOR ' - -. , C, I F :.....-- ----------- _--- - - - -----=--- ----- 1 -• i fEl.EEHi I 3 i I EEB •. I; 1 ': _ J}:...:.... ................. - ............ .......... --- .................... -� I ................ �T.O SUBFLOOR I III -r --_.. -- -`--- —_ -------- -- I ^ I IiI II i �II i i --- --...- "{LL { { \ (_----_--- I- I. \T S JBFLGOR II i 1 > 1 1 I I 1 _I_ 1 - --------- I I 1 •I I , • I I 1 S T.O.SLAB 1 1• I T O SLAB f S -1 .----------I-------------- .-------------:.. --------------------- •--•-----••-----------•-•---------------------------------------------- -- --'� UNIT TYPE'C2 LEFT' 09_i --_ UNIT TYPE'A' 095j UNIT TYPE'CI RIGHT' 096� UNIT TYPE'C2 LEFT',�091.� O O F CI-4 NOTE N.)T� H-)TE SEt,-_, �-a D.: ON C2 1 SEE;•"-t-G ;":_ ';; OI,'.� 5EE I' SCALE 4 r �? _.' = 7N C_LEFT" SET FIiR G0-SZli1lsL INFI'I, crn i r;.;LE I-� I S _ /' C D IT'S ON"CI IGt1T' I Q �'T !r ADD;,1••a_Ii`*J SET FOP ADDITII1NiL INFO. i I � SCALE D'��lj�S S_T FrQ ADr,IT It?IJGL INFO. W � I i FRONT ELEVATION 3 LEFT ELEVATION � o SCALE 1/8'=1'-0' SCALE I/B I'-0" O Z O � Ln U z w Q O O � X w J W W Q Q N 0 I _ ..:...........:...................•- C . ........ ...._........ _ _...._.- _._. ------------_ / ♦ ..:.;� _... %' .................. .._ .......-.................... _ ....._-•- ._. ...._. W _-----------------------_-_-----_------________________ , r-- EEI -� L i'_=Pt: -- -- --- -- Et.], - - -- 1 - -� O ....................................................................................... t \ ! - .................................. ;,-�1�i -..................... -. 1..........--....—:�_.__...._. -.__....._-_--- � T.0 SUBFLOOR\ - - ---' I 2 _. }. _ _ 0 SJB LOOR --- ----__.—_.— _.... ry \ A (Y 1 { i. _ ui f III I 1 }}• .:.. ._�_. I ......... .... V) _----- _-- -- — — IL .._.. :- - ---- _.................... -- -..._................ F i k......................................................................... ........ , T 0 SUB LOOR I ---- -- _.— --- ------_ .......... i ' T 1 I F R(( ='I.........:.. ............. I , j OWN — C SJB L00 1 —• ------ -- - - - - - ..........................:. .................... ............ .... I I I I-I'' y 1 I o'I III__J Y n I I I I 4 :} I 1 I1I 1,1 } ' �' 1 ''-I'J.`----�• � t__L JAL__J TO SLAB ————'——— —————--——— —--.—.—_—.-- —- T O SLa6 UNIT TYPE'CI RIGHT- '096 UNIT TYPE-A- 095) UNIT TYPE'C2 LEFT' 094) "UNIT TYPE'CI RIGHT-)1096 NOTE F OTC: NOTE: NOTE. SEE%':1-)'SCALE D'A,'C-;C•N'CI«IGHT" S=Ei-:t G SC=LE D'NG's ON"s- � SEE Y-=1'-_�-SCALE DWG's ON-C2 LEFT' SEE/ I'-G SCALE GV/u's��N'CI RIGHT SET FOR L^DITI^DILL I^!=? SET FOP!T,(IiMt•1"L II1F!1 i SIT FOP,aDDiTInN L INFO. SET FOR ApDlilnhJAL INFO. 2 REAR ELEVATION RIGHT ELEVATION 7 SCALE 1/8'=1•-0' 4 SCALE 1/8'=1'-0' Y KIN FIEL DEVELOPMENT DRAWING LIST �� �� A0.0 SPECIFICATIONS NIT ' 9 JASMINE LANE A0.1 ARCHITECTURAL SITE PLAN A1.0 FLOOR PLANS AIA FLOOR PLANSOct 129m25=1 O21 A2.0 EXTERIOR ELEVATIONS INTERNATIONAL DRIVE eve o�of A3.0 WALL SECTIONS & DETAILS Cp�N RYF G��p SRO RYE BROOK, NEW YORK A3.1 WALL SECTIONS & DETAILS qRT 0k T S0.0 FOUNDATION PLAN SC RYE BROOK PARTNERS, LLC So.1 DETAILS 5 International Drive, Suite 114 So.2 DETAILS Rye Brook NY 10573 S0.3 GENERAL NOTES S1.0 FIRST FLOOR FRAMING S1.1 DETAILS S2.0 SECOND FLOOR/ ROOF FRAMING S3.0 SHEARWALL PLANS NYS Uniform Fire Prevention & Uniform Building Code: 2020 Building Code of New York State E-0 ELECTRICAL LEGEND, NOTES, SCHEDULES, DIAGRAM 2020 Residential Code of New York State E-1 ELECTRICAL BASEMENT FLOOR PLANS 2020 Fire Code of New York State E-2 ELECTRICAL FIRST & SECOND FLOOR PLANS 2020 Energy Conservation Code of New York State 2020 Plumbing Code of New York State P-0 PLUMBING LEGEND, NOTES, SCHEDULES, DETAILS 2020 Mechanical Code of New York State P-1 PLUMBING BASEMENT FLOOR PLANS 2020 Fuel Gas Code of New York State P-2 PLUMBING FIRST & SECOND FLOOR PLANS 2020 National Electrical Code P-3 PLUMBING ROOF PLAN 2017 ICC 117.1 Accessible & Usable Building and Facilities M-0 HVAC MECHANICAL, NOTES, SCHEDULES Project criteria: M-1 HVAC BASEMENT FLOOR PLANS Use Group: R-2 M-2 HVAC FIRST & SECOND FLOOR PLANS Construction Type: 5B M-3 HVAC MECHANICAL ROOF PLAN Area: 3,200 sq.ft. Volume: 28,023 cu.ft. 7 Thurston Avenue Structural Consultant Newport, RI 02840 Cameral O'neill Engineers 117 Black Point Lane CordtsenDesign.com 401.619.4689 Portsmouth, RI 02871 MEP&P Consultant James A. Koppenhaver 304 Logan Avenue C O R D T S E N Wyomissing, PA 09610 DESIGN ARCHITECTURE GENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SE4LING GUIDELINES-C:.`-\I j I F�f ::Z I HL -<X H 1'. z Y-:":� -!-If L AI I H I-r r I I 6(it 71"If/\6 61.11)l Wit'l ISS ljorpor)&S. \L I-I-I L .:i I:r c- i:,r zi ;::".nI -A Y f..'JO*:..*I.I',f�l 11,1;:Ij. :�'J.If.:I I ,I::-J!..1-.I:,.A; b -:4. S 1 :.1 TO.f-.1 F-A I Fl.w' W-11- THI-1�n -'L-Ih-.--1-L.%T I:r ---fa� T F. F -E-\ P F A! 000 E-IEPI-,- E 'Ci'-IE LA L 1.A I 1:1%. P.4 �It,=H-IJ M.1. W L I Y.T.i: p L'. E C'M E',-'.I �v--.:--.-I I-I I I;: .:',:., F I '-I,U -11 F -T-r. -Z7 -*:::`; -1 'E': :% TI A. \.I- I A I--- T",:C I -C t-I ril I,.,.I, I r'7 r X-E .1 -[I IT, '1.i IT 7.1. 1 u-1-1. :.:.:":7:J-1 17:. L.1.111-V I TrJ`?I U.VEER 1.11WER ILI 1j: Tit: :1 X :-T: I r Z I I: 'A'JKFR F Ali :I;I I I 1.�`:I..A I FI-I:',...A'I I A'-J! I[:I I I- :4j 1::::1-- T qI'v I. . :-:"*,I.III.% F.-.iE 7R. C L- -1: :-Cld-'TV)I-` T`L Ff,,-:.. _7:11 Ci.I T I F -ir-I.-HE �F P-:Iz I A I 1 1. 1 1 If" A :\ IVI i;�11- -,�V V ni-1.1"' 1: -1 1-1 Is P. I-I\ I -.IT- F IA. :'dE\J=-PAL %i::'.AN% (:,.:t F:-..:I-EER-L .:F THL'K. P. f if,r,r-., I I:' 111-71 A-- P,: F. r F. 7.TF r.- J: I E 2 L L RA:E.1-1 A,j,-of X: K R A Ik-Rf i A\K F. ::I:F',:i It roi[)(Ili AI._FAI: 71 1.1n:; L I I T-D I T I I r. f- D-E 711 Fl:.j E TE-I::.-':.ITt--. f-JEFF); F:1,117. Lt:.-:'1--T-ILL f:E -:F T 7' 111 L IJUJ) '1:1 1.: 1 "I�`. II -ILL r-T I I- 1:-I� K FIS F-:-:, Z Z Lu /1-i It-I I./-.I It P-i ff-tf.f.l:l S 711.1 1)11:1 fnl:u fpSix Too IT.'.I it, r I,.Tit-:E c r..r:,ri: JI: 7 :-L,-R VA I. f;z ,if ri I AP: :-R I I r,:L.- 0 19,:F- A-'.\\A, AN! I A I F -;F A-'11-1 1, 1:.6A V.-'I\ Its 1, Vl:'l I E:� TH a U RE A[I;-'W I.C.PFi 1:.--E��E +':F 1 7-' ILL C%-- .4 1 T:�St--L-L I IT[ R E I r 1.11. nti:k. I .. I..` A.I :%;I --I F r I I I, If r!T.I. u x E T To,-',:1 5- P.I/?,ILL I.%/ P.-W. (ISt I'l. 1T u R0 f OR('f 11r.511:kv'�L-f 11.:,E- < I IT L L L b.T 1-:A-,E 11 I 7 L L I. -1 ARCI;I-=r T'=I%Gi\F=F 1-�I IA 1. 1 2 z-7 F, r fT.-=,.,.IT ir. :I L7 nm -tHE I i 7 r:: Z -It-f-zL I T:F,I 1(;(,Rl:(;177.: 1-1 TH Z '17 :-:1 IT tko'll it .1 ACOUSTIC SEALING GUIDELINES DAR 1-.A7." ANI' i -111-A.A L:?L F 1. i:,C-:Q JE P7 1: �:P 7141Wd.LNILMou W.ILL: t.-H:ff': i FIN!SH CARPENTRY AND MILLWORK 0 0 TWICAL 1VTERIOR W-ILL: W:-e`,r- F IF IF V.-�`Il'11:: ('I)\( IfIA: 1 -1 f 14, 1 C Qf.. A I ;/-.y ::p r I;I F-C U.- 'j:-`-:P-T ':F---L I--'. &L f 711111'.. -D P.f Go rn I :I P JT--I.:,C IT f `-H--L E,'-- LT 7;.: THERMAL AND MOISTURE PROTECTION I. rt,pi.�LT ID I ALL Trr r--'-LL-fill I- UPSI-Rl.'.(-K-1/ItJ !-'E-F:*.-R:-3v` U.T.----1 di if It I ANIL;I 'L ;.A-.11. 1 ILL-'A F :-r:1 3, 1: E 1: R :'F jPE W ALL C I PL I I-ill L T�IEj T�'::. N iBSdA7ERl0R)r,,vffst.- 'IT:-:E- 11;Cott L .'.IIH 1)f10Rll4RJ`)II.4Hl.:�.F P EH-VIST L CE L;KED TEWL"oT C.IRLVE7:'fr: 11.E-1-4 ELE, :,%',1 :- , TTi:THE -C I Lls, 1 S:L--SU-k ;,C.c fin 1 7CE: Ec- I I H I.- 'I, P '.--Lr-::tf TEL: T T-E,j[.,xT.--L :�[ -L CTE:: AI IF\Jl,(:\j 1 '116: 1*.-(: Ill t'1141 I Ill(; LYI I I�N 1::1,*: 1 0- IAI:,'-:*- C'N. A' -p VI'LL 13C�C -E Z' FC;lp cC;: v�ir*, C-11111 lc-\ P,'-'�CEU I.,; T-i TH-- fT -ff'CF I I '-41 FAII F STRUCTURA'-STEEL I ILE V,i!- IF, -C FILE/UL:-: I -�ND::P FL-:)��:: Ili -C Fj-17 71-E LP.1r.-IT=---- -K 1: C-1 �l b L.PI:-',:T I r 1q., F. ..--L :s:: w iN 61.1-r:,I. p F:*.�r-'l Ic ,--R F f T"Fl:L-1,11:hI taill I-K;mil I I C,L i I of, I \jy :1 r I r.::I LF- 4NDI -4 T IFIA-1 1 Tit_\. I-I I 1:M I&irCy ri-;C T-',--C E ��%:-i TCr-r z L7. 1:-:;. FA" A'.'11-1j; 3'1 ;,.---!::Ic,E t�-:i K-To T 1-1. .4 iXErl.1 L I-F Trris.811.41`17S.Pl..4M.S.41 W)17.41f?.�.A'SIFI A�Q:I A7Tt-I A�(-- THf I-T E f %'r'ITL'-[7FECT:a. 0 I-A-7-IL-111OR 110(Jtl I\7) 1 1.1!-V A/-r F*)�Al JA STm-CTJR1I fnI Fz 1,-'4 rT rt,I QATF il I FACT IJIA IIAIII AIN -1- :1 AN AT I I All 'ill. F z:I I-- C Of 1)1-tJolf W-1) Vk I 1 CA A�;I UJ- S F.3. MS Fl H I':1 f7-;I'-F TP'-', �;'i LJE r I L IJ`,E T,- E P L I T I F r-:;: T: A'I 1:4."E T-C r C 0 Y F.*,,;*.1:1�,:!,. '.'=7 = Lu AIL-AD-ACC%IT r;:,1 .'1.,%7\i;. I T 1-1 a I vE :P S. JE E. RAK-�ANfl' I kl I. I[INC.r XTrR10R TRr.1 f. I 2:K I LL Fl. S- T E'I RE Rf -dl.I i.-iF-P AW- i Fe:1 1-1-C! 1'-*1-. 11 1 I-1 'H I ILL J" LL 1. IL L -I I T-I:i'r�/' -Y-7�rZ:' TH-'T-IFZr 1 11 1 1 F- -lit N. Y:�I F j It,I v- I I::I I AI I :,< III A I I I A:z'l-;N6-;I-.HAI I I A,* TH,\ AT A I.Vf, 1-1.%,,I-I I-',)141-Iij.%I":. t WILRIOR -1)HY TELU.111-11C.-'*TELIV IL,I", LVAWIN��AR: -;:k iK*J-'ILR.1. I VVT 411-4 771" IN TI AlSi7 A\,T) Fl-:A TF1'r.AT-1117)1,1 TI I W.:,S TFI.L.-- IRAI N�l To Ili::-- AA:FP 1.VJI-.N I P-.-I I I !1:,I*:Am) (0 CE-ULI.P FI1J-.AZ=-,,CP E-.14-L 8-- I LU XK X:-'-W I V. -W I\*I-Y,1. 7 P-ICTC�.A-L SHA-L BE SWAR 17CTAILED 11, TWIJ 1-M RJOR 11.1011 tt\ (PI I.RS. r-'-3 LCAD zrARING.Hp.s,-:IA'T4 TH:DCSI-�K INTEN- 1-C V 'J:,T I-IF; At I I H W�-FF*:l SIMP I 1:AS-.-(AT I FF-:1 1 F 1 %IJF1:F P r,I I tA.T-:-:T-.,SJ I L L I L C C I L L I I,�NI.Ill I::A!:�t- -1-\fA 1:'.N!;F�4� I,S I Y F. T-,^,R'--S t4.-L 2E 3,k\JD T"" N--,T-R I-- :4-F-141-XIE MI AITH 4AS---I.C-4Sz---7:*CLCCTP:)[%--S. bA(I\j',\lI It:IA_ 11- 'r*-]�-O I-j bL 11-1 IN 1! 'JI) A I I-I- \i1jT-2i-L:rI IN rLI-L I rrr SfECIf CA-M."I At JD, I'Misill RPII\7: *\A 11";(;i-4 10-111 XIIN -F;li III I I-,A If 1IALl.'f04RJJ: CD 61t.I. 1-13 It CI-4 5 AT.MANJ Ai-MI41 4.:WNTI CP HAN.A Nei:A GROlf 7" NAll-"ETL-LIC PfZCt'l:,I--C# 6. .1,1 W IIIJILI I oljffff-�';-,ILI --TfP t.f Lf,i '-L L. -HT EK 17El)71 M :54,1746E TitE E,.JTIP7 7.-!!- EAT 0 Tr,,'-; THP4.J�-i THE 'z*,'�--:`L�!�:.D fr-f.r,'!T '::i THf ;-!=L-'A'jr,te"A.AL'AF�if ',;E;= L- UL- 110A: I f-t: '4 Afl� IN Q) -L 4 14.o. .-. ;*,.-�1. 11 1I1..iS7'L1?: It �;N,11- _I - :.,r X::C[:'TLR-[ '.V.H II.L% I[I-LT P'.:.r -JT I c-it:T-E r*rr( T11 r� 'I.MR'LRS 111 Tl-E i*r,\JN1-C--l-% I NFf, 1*17"`N" J`=%']I- 'S-=-K' L F Aiji -I IA I 1. -1 F-1 - . - - - -- : y F\J" ;:'A TOLC11(l1P.Il\T.-I"E--AIELY AFTHI: C-EAN ELC A;ID ACIP.1C,:EC. T.HL:r.-P.*.TE)tU D--L,ER.)iLl.--,L[. Vi AITH THE I PA IT E-XPZ.'--E0 APEAS l.ITF �'ATE-',Iml-AS QSEC'FZ-Q I AT Wl- IIZCD GTECL X47I BE-'-'s.111111 A+VF':A P-PAI,!�A\jl '.AMA,,F- e-:AIVAN/Fl-- C f1 7.1 T- Ill.. L C,^C-=-S.Tl\a::E LT I.-i r:-,rE-.E',l:E:,1,1 TH: ff*-C� F:E-D I\ li\K=L:.I I-L e. INI I I-I ILL CLO-I'll-AL Lt-\C-?I I 1 0 lIN7'Al I INf;-if 14,r lk'�Al I ,FA::-'I:'- VIA I�F A-+V('-V.W I-XIN "T TTEPI,S -If c.-AT zF T.-F I A-=r.T F-jl`fj��N. off.4L17'I*(oA7Ro1.: *-'F F EL,, SHA-L E---IN AC:-*-'%W1A:,JCE ITH 4AS STPjr-Tl.rAL L I R;-'I. F-�TT ,ELE CTEl TI iE IERI .1-1I,L*-LR[; �ij:F- - - ' 7[-,l-I:T[-, Ill I -ic:FF[ F', "C L -Y-<:II,L:-II I- U-j I 1-'*"\)::r-1-1 1' F)FCI -;I) I IM S-All -*F IN V.I I-I SF:.I WN 6. I-I!j 1fr-'1'TL7�:r%. -o;0: -LUill r'CR -L:-ID t.�Ph:-:Cf-1 L::K-ANC\Jr,*I-J ARDF:11 l0 u 1:'+i.:-iA 'A�� SA IK-N H:*-I.I'All I I F\J N 111�::: I\JTE;M.-.- A;;01 ilD LL P�"�f ;%RE L TL. TILI C4� I -1-L IA ICE VI--I"Cr-'..C'IT�Cc�;l 11 IC111-ITIJ L;L--q IT-111 U)11. IL z 0 THA;I A!-12 S-Ozf,DI1\=C--Y TC-1,-,;'F-;n-LTH IF. I S-A-L ICE S-IF Ji r-.iE�!F T"- T I C 4,L 1%1:E I T 71 T-`1'I :"C:`J E T I'F-1 ZZ!,L-'I T I CR L T I E ROUGH CARPENTRY ir-Z�C lil I LL C NI-J L-�- I I I<1N Db`j'�h 1 k-'1`I I -L I t�ri I;L-L I C N I-I L\0-4 L'---4-s i�:AN \\Ill T-1 0 WX+1%0 VIN 11.11�I- -i--'(-R VIPI I 1\�- Illi,�'A I"I;M IIJ'-:I R,f�I T.-v-WI-H src*-*r L111)-CD---Flzclr[�A- IN*-;* i*k�:.AL-VIA-L 5 IILL':;6-IN11-lAL--J; R-11, KORL PER vAI-J..FLrTtrRER.-.11STPLY Tlj\l!', M4-:P-IL T---:-,E IA,% I11117H 1117 P::I�.'-iliAl lfv::�-iA I 7.y i-E FA I.E I...I-�I!`jH&-L Y LI.JC- I j3 =L `F.AJI'K'-i-LTE U "IDER-e`N3-R-KT f`;J ZTAI,:IAPCS'ANLAL 9 WA I!-,V NC, -W I 6E: u LLj WIT.H I I N PAT ST. t.!'-.-Y*:l 1. W.--(:"Nl*,;,--'11K AND A] AT TI+ �Fzl .1'j IF': Ff 1 111*- -.A.: TI+ D-RI IG C:oI,4TFiIY-TICqj: BE 11 IS,'-L DoVEF,54 Ei.1j,I 15 :'r-T ill:K I < ui P-1-Ir IlG.HrAT 1-4.LIGHT111e;M.r A,,frS�. RL T IlriT -IM T-r)Tc,.THIr -1-I"N I 1,)%J PLI,tLAJI:'-'I AN'AI:I!G:�Al)NG 41 FS FCV SLJI HF-44 P\F I FILN1.JIrACTIXR5 IN*-;"Nlf- 'AIFFIAI l6f� SHF:'IFI) '.'/PFA)v A-'LL AN-. S--"!tDN1`T C-) 1`0--OWING S=---,RIT'44C FIRE EF.� ANI -32-. T:; F-A I NO I I I Ij I`K:�Ff C F I C A T I CNS P L I,I F I-I E I AL P-A C,--NIN 0 V103 TRuSS 5 E"('7:,IF;i + IF e�-� I i;.'.( W-I ElhFF-+lI-IENJTAL PRDT=CTI-�Il.PET CONTRIC.L.SAilo. IZE RE11-NAL SF�AL- CE 9. II.S-ALL W4TER=RC0=I\3 7v!LL Y C'rICRETE RJ-' It:Tl-*I.(X)R: PEP AS SCLEC-C,' CANE:�. -XI -C* F'-r( PLi.Is()^-D SF�--ITH TIC. VIAL-c. TH&- 11 EAHI FI.T .1 11)A'�E E THE F-t-SEFtEAT I-LF.4--ST'l fo-53,K. I I':'-'P IIA\J'-'-A,�Il?K; DKIS.AS SI I BY DIAN:l?.SANT A4Y-A::Il I I VIAIFP.:-I FANI\J�',A\J- 1;-1' A 1!-WA;I f;I I,. R:.-.F 11\5-1,LL CN-Y AFTER LL I I-'\kl-:P,. 1141 7: I At -1)-F Am.-Af:*uF K7 MI z I Lc*-K:I KX-'.AT F 4 A\A)IN Rl:)P Ai.F S��Al -i- IV- A I =R-'H I k.L :'.111-11-'A'l I L o.:I i7 E L F!Lt I Ill.3-4-IL Pril;-:E-�:iLT Lit- F4J-T,-r'I'F IIISH To:= l/. IPACI�;P FJJA I P-;: ll:F Iffl- I le: F!CW. 11.4 ..\I !..- J..-:1' V.!-- I Lk---11 L I L,-;L 11j"El: jj I Voll I I I I L I I I Lt I P-Y Ll"Jill 11: -ILLY '_A 1. AL- 5E PAIWE- ALL PAI\IT D-Rfli,';.:z-'-zi Itk-L EE--LEA\J T. APIJZZA-le`l,1-14Y 13-f '.r-L-S: �',R D" If=L NT cl =,-FZ SPRAY APF-CA-I--q\ IN-EROP PAN-5- L--,:E 14111-AN':SIS I �l-ANGF.'-'V-P I C:_*��.AND it Ni!- ;-,-�X-j I Of I I F ;F I IAL. UPRZ-1JEC,E.-AIAL ;l-T4LL PE:� IETR KIT---,JZ. C.X.4,L,Rr�::v'41 1 U,PA I IT t."T rK TH Il.--0.CXCEfT LS-'E-,I-1 T-:C,1.T-E OW M I'J;T C=IA LL CE F T-'I,I.E:F 1-. Yl-I:-I T V!T� I's T -4 r.,R R L I-!,L C I 447 K R L i T I L S 0 TR I.-F C,L IX-'-C-r1-CTC-'�LWF-L:-ZT LV-AN;lIAR4-LAJ-1 11%No: I IA-IL-k lt:�IIAL,tt:N S"Ll: 11 rTl\-:-1-.:; -:X'::TO B:SE-ECTEC'-�Y--:C.%11:'\ Z.4.---,L-T Affl- I TLIF:R 11 Fl-XI-il-]::::w.VIA II--?KI l'.:1:.YANA*� �()A.v- All::\ 1-111\T L;\J�"RI"R To'Bf LG:[�^N':LLLU�R A-L NAIL IQ-Er R,Xr:l flSHE: TO BE FIL-El; 0.TC f 11H F L:1 :':IH.ER M4j,..FAUIJPEP..;Ma'f BE TUTEU --EPI-PETE:�m jh-Ev,�;Ttk) :j-'T Itj:',1, A�L� E:AF I Ep AT\[;SANCE-, jf!�PPLYI,143--PIMER---P PC"LRETHANE.LIGHTLY SAJID GEWEEN COAT3 '-j--E o':ECT�l I rP-,pf-=F?TIES IEE-T E<=-ED TWISE 1.:�C-ITED SITE WORK :LCCTPr-'L l-IL- Ti'j IEW APDA.�P=-5 ITE\I'---PEP ALILL Ift" T�r_:i.:,TH.:r rLAZ:MCI1T zr THE P=Pz,-,Pl A I 1i IN W it Ill= re'.1 I.. -c�n,.j r-.,-,:.-LT�;Ij 0- -'III)�ii-[:T METAL '-:F2LL 6C IN tl':TPLL=-r-=PCP 'P-,LY III-TLI L IITEMS T: I.S-.%-LCC-PER I-ILI K.Ir I- TRLICT .1-! -AS.1 IIIF FA-'IF\jF4':KAil 1: F,. I\li*-III" I_C.111� REK'PTS L:C A=MWEE, T=- PLA'IS. A i I z 1.1 H Ir-- A KC.'�I AN)I%) z.Fl-'-'F CA I iQNIS: KSIL EF-C" I --STr.11. l,r-:-- �Ij ECTI.:C\j -+\,I- %z(I-Rr. + i E-L-E-I\ ---ATECo.4-19-6-,-F A.5 Ff A \6.V.P THERMAL SEALING GUIDELINES `A: -Y.-H- STLUI:i-:�P TFC C-'14.'.j[_ rI APS T LL I -L%; t--�p J1`F;!E'Jr-E CF OffIC PEF'Ck- U-%-ED CAIE: -I=-11E t.\JL;. WII A F H vi.".-,r 1 1 Hr AF:'�-I I I I-A Tit: :I.VCL'fC SHA-L BE D-If"AEV Sr--L-'-'D Tj-111 T tR'Irl-Tr-lTlrdl T14C SCALrIG LE TVIEENJ'I t\j L 117TAL P-&T= AX) T 0 1-C 8 4 1)J067S. CELL'SP-,&Y=:'.A. 'L -1�,\ L ALL rp:,,m TF-C fK-W-C-St 4 E 11 -::P' '-L. 1;�'-X-S--,t L. -,I'LAF'MA -S -AL-ALL"-'/;F-N WI-1:�41 I It,- AND o.-A41 I FA�I I-i'll. (y) F:)..N':A ll(!\JS WIT I'All RT 11-1, c-i--r*,,Lit/.:rj CC I-Y-Wo'SP:,ES.3r`-'C7C(;V 0-v A -P=I% 4:1r:fffi,F r:A'! IT,.T If 11 fN�FI:�Pf Sl IA 1.F.F SF4=r)V.IT 'A A KIIJ: 4 F�ANI"' --1 X1.41 .-)A)'-z W--at':.XC I NN'-:AT CA'%AFA 'I S \1 0 Lo A4R7 I A.-,*:"rA I I A A I WIT If. V1 I-IN I Fl./..'L- 1 Ul-l'I'- IL G �T�l IS--:4 1:-�-TIBLE WITH--E C,:',.STrLr.TI0Ij'14-TERILL"1\1D L--,ZAT 'iEi -1'E� E; A I I-I CZIW1-;L:-J\,'AND IT� r-LUrSTOP.- X,THI71 m.rIFi--r T'-'-A%I-VF-UTIN'-� K-11"'CA LAD --Cll-'f C I.C[-,I[';rl-L G-`i I"I.;S�Y CID -L L,:L.-'/, �--H G IR I GE SrP.,I RA TWA:IfA LL:R-21 F Q-=P----ASS BA T T I &'Jl'- A Ai I.FAI F:N -i" IANNFK: I AV-'[::;R VII I-A I I.P- ?Efl)C:lj 1R===R TC- �=.R Ti-i Ii-.vri\issfriEwFLVISILEI),8.IISEA fEA TSEI!lit,I T10A -- '- -I TT 1!RIAI S S-A 1. -A 2AK4,ON At-., ::(:-\JIPA::1(34 IFI -IN MA I I-IN-\S. IF` '-X*-AV-'TI0\J1-*tiHA-L`-it- ULPTH IIiL I I HALT-hL F-L\751LEI)R-LSE..ILC.,NTCELLI.N'C. :-Fr-I-CE-L zPP-11' .1- I'' lit)I Lt;.I I �4 IAI I 1 P-�!:- C.Ls-�NUI G't ro!"NVIIEL),PER1.11r-TER BSEMEA7 WLL:',-L CE-L r-MAY L0 I ICq ZZ;\I t.-Ll-'MKIE I-KC41 11 4t I-J=Ak'z':I - L T, ]�LC(E'�C!"THE Trl.E.'� C T----ZARR TF�E -1. P IN A\11)Fi.JAU.,' I \11::�PJV I-.-I IfF-111 '1\'j FNV-I',:1'-4 IAI 1 8- 1�.I FIF F.)I:jW Ki-I-1-IL I%I NF f r-It.I Ff'.11-F- SFb.L:-*R-:�ETVF-E A-L %v-n I.CT LEI�-,� LE-�-31E;Z-T:C F;4-=E1r,V1 HUI LEr�4---.E RI-f;�F`I. E T -'--N il-ALL -"I IJ:, DIVE I III J I AL-G4e`r.FIL-AT -1I.L... -i-i:,rr-)j,T:r":T/i!C\l-:-STCC,IN TH A;','.%!,XD e`-rcLVT`1 FILL =1--',E 1, .4. (D a, t 'i;I=S it,IIE T.52C E T yr'j LAvF FR%-lI:- NOTE.: FILLEAW'E -:-Pr,'flEIiT F.--.,-1;-iE AN-- T,�;5Y,-.L.1 r,F\J'-IITY Ili- -:T- Tt�DE jt�EC J�':I I L \j-.S LESI Ti Ali TI GREE S7, T-' Jr,sc.�I�F.:,;..FfI-I-Tf.-fC TI A:Z.7.11-fCI APP;,VAI. TC FAA-1C/-i.-,N Kill I'J::SlIr 5:-Wl H"r,FPI CPi IFJA' Ili �T Le 1:7 -'LL 3 T.:,:--TIE(l THLT FHF�\RA-E -f.fD Ff'ACE FPCH T-E Ey-=P F.HA-L LITH A. Fl.-11. iD:i.jT F*,i;.0-L- At, 0, If F1,,-,,D T -;',,\T TZ; r F Ff- z4 :A-'= C-E FECE E:- WANIIAL Cii� NC A It.. %VA:I TF-%I z.,.- -1 AT%'D;f:C- I1AT:Pi4L. '.A.-. LSTI-I C--(L._L-C:f 1I N r 1.'.\j:j"! I1\1 I S-I`Rf�:.Ez-4\�AL-MEIBERS.P=ACTI---NS AT z-LFF`----RTS A\JD W CA:*.11AXIIII-I Y 11,ACI'.:*.*-'I.'A\J,..-V!I'l Al.',!il I'l ASTF C-Ql�J CACKE; L-11 NEEC-c-C.Szct-ANT I U1 INS IA...I I'1\1 I H:.H-11.)IN!j I FIT-MAI I NV I'-V SHAI I H S AT 1)1 1.11-1 1 A T FEAL EXI-At r.T EIITILL..Tlo�,j 7 I VIl-r-1,-FA L-FRE.7,'z 11;'LUXI�PL2-:`- 3 C,4 L,I I.E Lt C.II T 1-.-A;E D�P-'(.'=-S.RE.E tI-L R WA I6. AL-S-ABS C il Z414-L HAR"\J .AF,'--,--=(if J!-�-. A�-:TH r-1-35:'�G-2117 2C S--1110 J"ITH P,-,.:;z t\1 A\lc I A\C-F;r TE\JE�S.=;�C',I DE t,111C,IN S-1�-L S-A'IlfE D&\iC fAW:I CATED STE EL--IF- FAI F F::I*r*-'AT (:A-;I-f t*-,V�:A11111-1!1 1 f-7,DOORS AND WINDOWS '-'-k-'-*.%Ij-I\b: I-I=-CUSN-'�1.\JCI IN 1441--4DF, r-CV=Kllj- PIS=. TH-- C-1T:D 7,C:gj 7,C'-..111LS TL-i-X r-,ri I zsi-c:D cr,m-, THE SP:,-:rl,---!II -A I Y IPI*V[-\j N I <1-S ll lit-ANCI I1AIJ1.I-A:-'-V-P %q I. �, :),, I NPI I I zi�l-'L'.;Ll PAT t;J-'LL,* TI I \11�Sl ILLL BE C a--KED. ETED.11.1-A-1 CIR e`TI'E�A'11�1 SEA-If TI 1 414 R BA**rFI-L'zHALL TIP E.-i-,-t LY;31 EA.i ',�F tVLLLS r-1�T 110CATE-)SJIA-L DIE ,\c I -.^4.-L FIRE PP-)TEECTIO. P-11i'li-ET F RE I;- SE,L FILI.Jvill-.�; �NU E*115 lk�-.4:113#P:�:LE;L�'2;IA(.E11 =-r-I IATERAL.SLIT;-NfLE FIL`CC, VATE:-�14- VICC111-A\1D BAT-11 %-,E 'A AT 11 UI-IIN'i il \P A,-.I.:�-'IAW�A:�AV Al-�-*,APi�I-P FIA'FRIAl i-i7f,T Xa- -:i:, IIT AIP I AKA.',I:ASI M 1.-,L-CXISTII-r-FC-L'ID-Col, -'IJ*-' TC cr A[W VIA'-P R-fjlS I ANC�':AS 11-1 S14.1-TUB�;.C;SWAM D` S /.L.L- G- A I-?SLAI I I IL 1;A11 I\J-*-.1.-'�A -:iE W',t A I I rA IT ljl.*)'-J N AL-3E,iZ-% NL-,-.ATEU III---E Tm%GLE.JILE33 2. ALL UC04"'FJI.%-L')=Lt 11-1:-'IF INF :A:fill- SEALL SI'fW=R I EAD TC 1 ILE �J Ir;AEF? 1,%,r- EyCjt`,-'-I;�I.S AT S-=EP'SL''P=- IK :'.E I.,', F-'.,',T;1;1;L I!=-. "LID LL Ti:i Rl'jO 3-T`J'LOS L-8-T-7 F_LTE TO R -O.3T S:\J07D. 4J-IE;!ICL I 2 -'F 1.57 LLW.PEP *'E-'--':IT LT E;Z-,T;:-r-)';v,qII'l IW-F.N 1';NFI:;Ai-FS c FFI 2---C:PT17 CC-Lt,:) .,FAI AITI::A\lf).-f'AVI 1�1`"<f FA.. c1R -.7 ZE -4i,-`TF G-=t C ,IST T;%,',E 11H T L e-I A/i\,(j Ili �3 A%Jl' P 1)*.-.NI I �;l A*,-'S A::I I.,I I I'- -'I.!l I�lj:,; �CLL - -I I F.Jk.I-'N1 %\'H:-N\JFVf ::'i::t%I F I Fl- L. WA-L 7XTERICP W-!*-L E4T=R+-"---TLC LS-'J=T%\,E=I\C`\E.ITI-'\:ED TO ALLC*F---.;: 11 C.4.:. T 0 T..1F PL`-ES-, - I - - 11 Dis-p3crj EL*mr. -44 \Cp tN -L IIIhr- -E. F I%G IRA- TS A\C'-74AS7FZ rcI.Ir-STPATI-'-'+j SEAL K TC,-EN�Jf'D 1-'.r--T 1 T 4 D A-Ti�.r,\FzlAl.. Ahr- CAkITIF7,t)\JrFR ATTN.Kl,=FtVA I -%VEP AL- F4R--ICNS R-N';No-, T,--,fRA'IN3.=R-:kIL)=- :,rAI C. VAI I/fI T;.' Lt < < >ll. FLNNI1z A\jLj IN,,'ALL Al�'�j I':.'J TM Tri S-LC-F--,'tCr-64--�!I C' MA 11�-f,S,7-:FLCO'\:�Ll -A:.'*:ji� 4 - ':FAI FI fA= 1-.'%o-VJZ: 'Pf N1)T�'l 7 FIF:rll A _(;,..LEE;:I'JP CLELRWJ,�. .'.'F W F!i".TE%I T:.i .4 1 IT %T LIN6 IIC�Tr-K T ILL:::P 1 it.. F A z IF Is 111A I tAIX STC:rF A-L I T-VAT I iAS E-EEN \jC -:RE:-I, TE A'411'tz'Al-il,!-"I AI I A41H L I. I fit I C��;H I 1:111:1-.R:AT I 1;'V A;l�e::I J:Tli P A 'AAl I I.;U'z;-Al it: IT;I AK!- 11!.) H LLL FE---r.F1=TTC-r. AX Is Allr- BE L:�,'.0 -1- AN)I\JSIAI I 1!-F I 1-1--:171-'L',- TI-C? TCr o7.A\JD INS AT I Ill AT I AleFA'; C IIVI i;F,::A\:'-AN"A-+/%.7 11,At'A]�i :,I AT-.: V.L-_"C S :'L-\J. 4AD;;,LSL 1\1 T-i ALL':GH-P!.':TC/.,,;;K :��Al;- 1:: TH ITf.)P:�P.4.11:. To':Iii tfc.:-A:-fOR EX.T V&;. 11 L "I r L 11',L,-.1 -A- TC �A-i-I -ILL .1 I I IS L.L T I J: CD -d. ID Tr-C,RIC f17-: I[,F!TTil I" Cr I -L-- /I T;I''.J.TH: PIN:: Ill .:V,-. H-! 1V.A I*--I---Y -C7 A -E/.[TIT �Fl ZI r.D`,IT T I L, "�UV Lit- A. t-r�,CKA.L i*1111`11`4 irt,l):I`*.-:NI- N R� F T� r.*:j'Pr, I--F -:I -'I C;::T-ILL IF'fE. FER CIX)z 1 I rA,\C, r irr RY __v `Cj C,-:4.7r,,-ui-,- ic-I:I!TH PAI%.T IV74 PA.\IT JL A r,,4-, I=N-<'A T VIA-F;'�zf`,--Af. r.q\::CAF.I; PF-A IF\ r.'!= F.--.--I IN TA '�F zi TAN PA\jr_ .11 r) rcl; ii w!.I rp LPf-:1 7=7 T -::i --T,: oF�' it :�F!F.' :\Jlc�I r:C,:P I tg-i\ny,pt.I.. -P r*:;I,';, fR fit::R\1.E:: 1 'I-,E PA\IF-�-:C;,r fj E z P It: C ^NU 3 1 211.1.:1 0 C1 7! A C2 C I C2 A =.-:1A:;*Ki`:..4 0 0 C I 13 C 2 A D R BR z z LLI B R 0- A _01 D L LLJ U 7, 0 YL 0 U ZR U CIE BL ZU D ARC, C. 0''i B R LLR Cj) VL C 41C > B L 1 1-5.1-7 k C� G 30---.'?2 CL Ft;293.67 oc in B R C2 ZL(.. > Z R'-13) i 3C14..�7 C 1 �n I G S it A 3)5.92' C2 > �.A 'r. ?Q F1.1294.67 rr, F7Y L DR r FL I A _Y_ 0 L11 _;---.f 2 F� 30-5.92 CIO 71 1 Z R A z 305.92 C 2 CI ZL ::L 1 295.4-7 DR 30.42 21 7. C I 7 YRC 2 D > F L i 2 L' Lu 6.6 7 FL 1 30'.17 e C I 295.?2 G 3o4.42 n A L 1 27;6.1 BL 80L B L In 70 2Y J M 7.1 A G 303.83 30367 12 - I. - C I C, 1 3Q &\ 3- CD @ 01 C1_ C1_4 C2 )TE LLJ CD 7.117 DR FF 1 15-Z;* ls� C; 0 C 2 NJ-! FOR DIAGRLMMATK.PURPOSES CN S 0-NLY. REFEI?TO CRIIL r,7 FLl 203.17 DR-AININGS FOR LILL RELATED C�2 9 7.42 SITE VIORK. X CC.M!.;ion -END @ LEG V) BL G 297.42 2- -L"UNIT :D (D BL BR--B RIGHT"UNIT 0 -0 0 C I Fl. 30--,.:,7 BL-**B LEFT-UNIT U - 0 HLSTEP OF CI- _CUNIT. U-i 0 U (:2-C_UNIT.MLSTER DC)t%N F- I Z f, - ..0 RiC-HT"UNIT Dn. 0 0 �:: U DL--D LEFT"UNIT G,296.42 Z, 01; tC6 FF L�302.-12 YR--f RIGHT-UNIT CL LX_ I YL-f LEFT-UNIT i5 Cz Lij 29.3.! DR '. "), IC I u < _j Lu 11 C2 36 i*p FBI 303.1,7 ZP--Z PIGHT"UNIT U-1 < 1`__ VI/O FL 1'29 7.17 0 Lu u < -1 r-.V ZL-"Z LEFT"UNIT G 2r,7."" 3;0p li�j 0 G 296.42 VJ10-WALKOUT A CI 6 27 2 (1 0 1'02.4--, GJ G 295.83 F L I_33 C 2.17 Sti-p,i.n, flog mon C I G-230.83 C2 + A C;2Y 6._12 17- 3-1 1�pl i- C 1 9 (D (D rl.1 302.67 A 18 10 4(, C 1 .'.3 301.92 0 A 01- 100 +;tr,.;sic C I G205.83 C2 10� r L 1 29-1.17 107 G (D I BL C 2 G 293.a!2 r% 101 ai)0.92 G A C-292.83 C 2 _SZ • FL 1 303.1 i G'-107-.42 C I FL 1 30 1.6 7 0 (1092 0 Lo ��p C 12 16*1-50 302.42 -onli-Irackirg C I A < co 3 17 G 300 33 Z G 28'�.42 10 V 0 1.9 A CIO FL 1'290.17 gale G 289 83 oil =L C I C2 15 FL 1 2�1.17 3! 3, G (D 0-, 1-7 G 233.83 IN A (:jo*,e.;or IC I ICN G 105! b-- 0 r -_inIc-c;-eci 2.Open13 C2 corlitwiction activi! only. A ::L I 29I.L,7 C I 13 FL 1 299.17 al oil cther times this aote 2 9 92 G 29-0.42 (D 15 0 must be closed&loc-ked C I C cle I/ DL elp 20 1 Cr 29 7.83 BL nL',293.17 E 0 V) /0 G 2s3 1.83 CC CL 2 7 C I S G 292.42 Fl.1 294.67 ........................ G 2�:3.?2 9 CI C2 Q0 100 lovender lone to ............ .6 A G 297.83 A G 280 42 C I oe paved 2nd 17 107 we:�Ik of 9/20 14 7 0 BR C2 ':-�O�17 3 FLI- 11 Z ius FL 1 299.17 VI/0 p %,q Is -3297.8-1 C-289.42 "T'le'. ...................... A . ....................................... ......... -1 1003 -3 238-33 5 ............... Z:6 G-298.4' T C 1 10 A777= D R L CIO ............ _y I! I H I I C 2 ............ ::I I 28a 6 7 :":LUSIER DD ...................................... qMM ""Awl.1, FLi 299.67 7" G C I W/o FI.1291.67 G 298.92)qt' IS S W',:) :7. BR 2 G 29-192 DR FTI r I -T-T- -f- DL T F1 0 :1 1_'H 17 E-1 EEB~E-� EA __: 11 - %V/O W/o ......... 3_5 C2 BR G 7eD G i, J32.9 2 G 0. FLI 294.67 2C rn .67 UNIT "C2" LEFT UNIT "A" UNIT "Cl" RIGHT 0 2 4, %1 ------------------ ----------- r z z ------------ U uj f o u I---------- U cr 3 0� v C c p 0 0 ---------------- ----- -------------- jar- 2 j 2 L L G icy' 2 FINISHED FINISHED 1-3 0 -3 0 BASEMENT K 2,— BASEMENT -z 0 :0 Lu F. Nl 2-<6 INT.YJAILL CD '.2-y.tU*TIJB -1 CD -1 -vil SHOWER J V) CV Z- z x- klo A3 z U. I UNFINISHED -j kVc I UTILITY --:'BATH C L HVAC F-C,-f)R Fl-' ELEC. 0 T 'PT FOR PANEL tz 0 r-. X 0 z HOT' 6 A H Ln u WATER) • < 0 TANG :4 0 L------------------------------------------------------ L------------------------z------------- - ------- % u Lu - --------- V1, < Lu < u A-- ul z z uj 10 :r. 1 14. ui EA STAIR 7 0 z 2 uJ UNEXCAVATED z x SLLB ON GPLOE 0I f O H CL UP 0 ce) A;:'---A 0 u Z z < i �7) hr-------- z VJ UNEXCAVATEDj: C,,4 L-------------- -- ----------- ---.- ---------------------1,J. -------------------- ------------------------- - -------------------- r------------- --------------- - E--------- 13.0 pl, V) D- LL ul IL 0 z z (L ui BASEMENT FLOOR PLAN W/ WALKOUT 2 BASEMENT FLOOR PLAN a< <u SCALE 1/4'=1'0' SCALE I//.'=1'-0' 0 FLOOR L-;!EL"A"IJ;-;IT I L?5 so 6 Ij T oeo, 3. ------ ----- - --'---- v ...................................{' \ - -- I WD DECK OR 'p -- ---- BLUESTONE ^ ;; 3 0> - _ /•---�- Z Z PAVER _ ---- . r 1 �1 �� 1 ` II I 0 W W U r. It It r _ _ J / 'II -' ,_ .i it . �•� ;, i jI1ICI 17. D ARC C,H-... ���'_.r_ ,•i5tL,TI_ - _\_, G• I `y�- C DINING - �- i 1.1 tII�_I_ MASTER /,� I cc�;'��a 2 2 ROOM - T._I I _ 3A I H - f '3 0 -3 p L\. '�>i .I; MASTER .13 1 I =3 1 iz BEDROOM i y. KITCHENI -=J HC - I LIVING WALK-IN -,-- _ Y I ROOM i - CL I, ^, ^1 I 2 '' _.._:2�` �' J _ a3 0 43 0 I Z �'3.0/ �'l_3.0J ! _ �- O _ J• I It 2 2 _ I I -3.0 -3 0HICHE I, It a ALL'`'✓✓___ !•�-+-I/JN-'._ I{ I, /{ � R F , 3 DEN �s I -- LAUNDRY r CD ' ( f L,5 1NT WALL I ' _-:�:.--- -� t i 'I' \" _ — _�� -�. _ �. �„ N i:'C 1 !1 I �fl ! I,`:✓_ I'll 3.�\� •i- `\ �.`•_ _ O IrIc-� ROD 8 SHELF rl CL R 0 \�, ,, O. z b L� 6�- -------,-- CL ;r ,+ I PANTRY s0,6 �� =i=. ye b I T ` - ' HALL STAIR I t� r', :III LAV B• _ I u: 32 x�.� lUn LINEN S 7771 I 1 c---- ' I c----� Q) QD 6 MUDR OM O -.- 1 =j a`J 6. 1 _ 1•.'.1.1 r �, �— V BATH b I� ->'II ,' v I � !— \ •✓'EN J IIt ) 6' b .J - u, �I 1t^ (1\' -w I ^� 7"--,I �� Z Q O 2 t:Ni VtALL ��t:�`/E �W i � I V., I ICL Lo "'♦ �- ✓:!Jr: - J al3 I `KOu 6 SH�Ii. r +:II P,D K SHELF I - \\ w cUi < I- I FLlllc a s CH'E WALK-IN �y�,INi.'PILL ; i tf. � I o 's .x STAIR i \�J WALK�IN \ F-----I — ------------ CL N �I !O_�I .• EIL uj (a 1. -ry r' � -I_- • - -✓_ / / `z GARAGE1:, UP ........................................... - r r-------------------- -I FOYER -�-- r Ir✓'K'v :��L__ 1' , I I L I r I BEDROOM#2 BEDROOM#3 - ^�.- TEtIPEPEO e j - .��__ i x _ t•, E �_==^NC t I n, I �J:��c° !1_�-E.cL f - - I ` i l-_.\T H./_ ---'\=- ---\T!-i•\\/r F'C_r.\=- v -I --•--••----•--......_._ - � \ � Lo it i 'Tip 9. I �•i I �i✓_���_i\_1•_�:.->'_ —- ENi_eG.�_v:''i_=:.?.P= —- I z � CN BLUESTONE�� 1 i �35, `J- 3664 Dr 35._. t;,v u/ Q- TERRACE .� ----- I N ------------------------------------------ - - ----------- -Ri Ai 1 \ � I CIS D 6 ,3 0 _13 0 a3o 2 SECOND FLOOR PLAN 3 ROOF PLAN o. I FIRST FLOOR PLAN SCALE 1/4•=1`0• SALE [IL'=1'-0- `•I/ SCALE Ili-"=1'-0' Y s Y 0 2' L' 8 S z z LLJ uj U o LLJ 0 u u Id DARC, Fv% �N VL C CL rn L o H L A S-1-\JS1 T A- AT > Lu T( Ix V\-T7- ::�J-TER�' 77 L ;�.A<:--- T' :a 0 C) C114 0 C) CIA F-1 -Z. -ZZ I.".F\/ T;;;, . . ............ ...... .......... U N ......... I i; Li Lu N 5--t Rr- \r-, AT 0 SUBFLOO T 0 ��T.0 R SUBFLOOR --—-—-—-—-—- -—-—-—-—-—---—-— 2_Q�T 0 SUBFLOOR 3 -—-—-— 2 ------------ E;H 1/H ................. Lij 0 0 F— Vq-- uj AL-11-/ LLJ < LLJ E < u . ......... .......I-1 ........ ......... .......... .................... ................ .-r;:\��;.TY-�,_. � _ --- -- ------ u E �• 11 "1 �!I d - l t i� ! � I I (y ....... L ......... q,- ................... .................... 11------- 0 I ! , IAZZ*7 ZZ .�kT 0 SUBFLOOR J�hT 0 SUBFLOOR FLOOR T 0 SUB FLOOR T. T=, =L==T \= T z ------- --- 'C.F A Z.?A -E5 "3,1 -- --------------- --------------------------------------- - 4 .......... .............. ................... ------------------------------------ fE ;) ti I i 0 (y) r -------------T-------- -----A3-1�llz 7- 0 Lo ................................. < ------- -- Y. ............- . ................................ r- - loo ------ - - :1. L 7 T 0 SLAB T.O.SLAB k B B B T 0 SLAB Lr) T—� z LIN f�\ c N CN It 2 3 FRONT ELEVATION 2 REAR ELEVATION -31 .13.1 CN SCALE I/l.'=1'-0' SCALE 1/4'=1'-0" r 3 REAR ELEVATION w/ WALKOUT :jr\j=RL'L v:)TFS SCALE ---DS T-0 HAVE T T EPN S.A -10 --sR:LL R.C_,.6 Tf.') D'C P PLATE HEIGHTS.UNLESS S S- 71-' ON V) 2. L�LL%VALt D,-`-NS;0NS:!;--:E rO FL.CEE OF STUDi FRAHING.UNLESS OTHERW r IE IS. ISE NOTED. SIZE WiNri-D'A'S Ls R-DIjlp�:0 6 ;y.t%.-* -1 1- V FR-'oHIN"::k 2XL NAM.INTEPIOP MILL FPA11IN'-.TYPICAL. L. S�'::E-Py rLLSS!H LOC-LT1011S L-17 REQUIRED BY C 1)D E UNLESS�--T!-*::R!,v!-J--- Fj 01- C**4 m d'!A 1% 77' T-- \E A '-\,7R_T Ol.I. t.TE:�,- , --�=.......= FRrIP,-i L M -FZF L 'I'�7ALLAT_'t-i N.-_-�7 2:1- IRF-r*C.-I ASHING 11.1 N 7;Z L SY�TEI�-;ATEC 2:'!t z z WINDO W P.0 HT L)ac k N,;. SEE EXT ELEVATIONS ...................... uj U r 0 u zz u ... ... .... ... AN D at, t I t I L7 <cc f"! A o 0 =Al\- 'IT, "\A:_ TYP. EXTERIOR WINDOW/ DOOR CASING fop _0 SCALE 112'=1*-0" 7 H -, MAIN RAKE DETAIL DECK DETAIL TYP. WINDOW DETAIL SCALE 1-112'=1'-0' SCALE 1-112'=1'-0" SCALE 1-1/2'=1*-0' 0 NOTE F F -3 0 T. > PRIOR TO INST-ILLING SHINGLES INSTALL GRACE*ICE a Lu WATER SHIELD'OR APPROVED EOUAL SELF-ADHERED t",3 RUBBERI:ED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES EAVES RAKES VALLEYS HIPS ROOF-TO-WALL N:3 INTERSECTIONS AROUND ALL ROOF PROJECTIONS ANDENTIRE :N& /,-r-. -:'. L/) ROOFS THAT ARE FLATTER THAN A 3 12 SLOPE DIRECTLY TO ROOF SHEATHING INSTALL'ICE&WATER SHIELD'FROM THE EDGE OF THE ROOF TO MINIMUM 21.'INSIDE THE EXTERIOR CN4 A I X T F_>�T.Vq-4 O\z T F-- WALL LINE INSTALL PER MANUF INSTRUCTIONS T C T A L Z' F C. LLj C) F=- -Ofm=.*-== '.. F T. CN4 =. 06 ,�kT 0 SUBFLOOR T 0 SUBFLOOR Ilk T 0 SUBFLOOR 2 2 2 70 0 (1) Q) -7.1 L.! :23 E E I- A , 5 Lij 5 0, Ln 4.3 T -3 _\;'C' 0 -3 0 0 Sim -Z,OFF T 1, — i fts, < ce u V11 < Lu u C) u LI '7� D_ H r1l. L 7 L f,0;;,: L 0 N:---T.. A L L A (y) d VkT 0 SUBFLOOR ,kT 0 SUBFLOOR T 0 SUBIFLOOR 0 L-r) Uj 41 5 . . . . . . . . . 00 .13 1 1 jjL F r-%-i 1'.s. N4 E:Z T 5/A 5 _f1f_N CN z Cy T 0 .-A I _0 NT= V) :71\ a F.3 A L A 5 0 :7E -\I-5 AF,--- T 0 SLAB TO SLAB T 0 SLAB I B vm� B B F_`;;�`.L;qA L__j- 'R z 01 7 A -5 L H N�S- 0 :1 t; WALL SECTION SCALE 112"=1*-0' WALL SECTION 2 SCALE 112"=I'-()- L---J_ WALL SECTION T:-; 14 SCALE 1/2'=1'-0" CONSULTING ENGINEERS 00-00, IT THICK GONG.FT6 I Camera O'Neill REINF.W/05 BARS a 12'O.G.E.W.,BOT. 13'-%* 15'-4+5" PROVIDE#5 B )AT 24 O.C.-. y�" �'t?�i�'�'v. 1'-4" 12'-(*' 1'-4' VERTICALLY a HORIZONTAL Y(ENTERED GOORDINAT� _ / ' �- # °{ ON WALL.PROVIDE x5 DO LS INTO FT6 4'-4' WATERPROOFING 4 /�. TO MATCH VERr.REINF. -_--- - -- AND DRAINAGE W/ f %i,1(. t'� ,''•'.: I ► '' A GONG.FTG.REINF.W/A4 ,pfr, i:i•�! tI ss BARS a 12"O.G.EA,BOt� bt'` J ARGHL DWCfi. (:50 I = Z Z W PROVIDE a INSTALL !6d 5 -� Q� Q�Qcf' T.O.WALL- - -- -------- ;t e-��..,: ?UtN J i SIMPSON ABUbb STANDOFF O O COORD.W/ - PROVIDE a INSTALL I'-4' �� `''' ~�'~ o w U _ _ 51MP50N AOL44 OR ABUbb - " SASE d FASTEN TO GONG. I T � 4 ARGHL] I •�' ,,:'� �o W STANDOFF SASE a FASTEN O _ L ^ 5' o �r 5" I W/5A DIA,EPDXIED L __ ( 1 I 5' TO GONG.W/5/9"DIA. 0 x 5 s _ 5" THREADED ANCHOR ROD D) EPDXIED THREADED 150 pIA REINFORCED PERMIT SET 10"DIA.REINFORCED EMBED) 3'-2' 3'-2" SONOTUBE PIER TYP. _ mV c 8"WALL ANCHOR ROD f6'EMBED) oc - G BELOW GRADE) COORD.4 u' GOORD.W/"ARGHL I'-115" v J _ SO.I (B.O.F.MIN.3'-6" �- - �---- GONG.F r G.RE\F.W/x4 7k BELOW GRADFJ a O 50.1 O I -�` BARS 9 12"O EJ•i.,30T. (� o Pooh �l 0 �JAGENT \ � ADJACENT UNIT FOUNDATION `T.O.SHELF U I q UNIT - - -- - [�T.O.WALL Q 50.1 5 ° FOUNDATION T.O.WALL®WINDOW -1 j-2"L < SIMO v �>5 J I T.O.STEM a DOOR m�l 5" - [COORD.W/ARGHL) TO.WALL 5• 5•r FT&.5TEP5 I; 1 (-q'6') (10'-2") �- (B.O.F_-14'-O"] I O (-0-S►'4] / w 1 m PROVIDE 9'4x4b'J m - t ----- --- - -- ----� -� PROVIDE tt4x48"J I DIAGONAL REBAR �- \ - _ _ AT RE-ENTRANT `ADJACENT DIAGONAL RESAR [13D.F.-10'-10") I SLAB CORNERS. J UNIT I I AT RE-ENTRANT J w [ N t FOUNDATION �, I SLAB CORNERS. T.O.WALL S3 ADJACENT I T.O. NIT SLAB 'fl O FT6.STEPS 1 1 TO.SLAB [ -�`'] O FOOUNDATION ELEV.-W-b" ELEV.-9'-6" TD.WALL a BEAM POCKET - ' T.O.SHELF I 1 (COORD.W/G-G.) 50.2 I I SLAB DETAIL 50 2 i I SLAB DETAIL ! •.I. 50.1 T.O.5TEM O I 1 I 50.1 O I•' `n Z I IO'WALL Q 1 10'WALL O - 4"NORMAL WT.GONG. m' 4'NORMAL WT.GONG. ©. > LLJ I'-10"FTG. 5LAB-ON-GRADE. I 1'-10"FTG. 5LAS-ON-6RADE. rl SEE DETAIL I I l: �SEE DETAIL -10° 12'-6�.° I 1 I'-10' 12'-(rY." 50.2 I PROVIDE a INSTALL 1 I BEAM POGKET AND P.T. I BEARING PLATE TO Z N [ T.O.WALL ACCOMMODATE BEAM 1 i T.O.WALL , O PROTECT UNTREATED I - (-0'-�4*1 Q O [ ) LUMBER WITH BUILDING I 1 1 { J r THICKENED SLAB, FELT I - I i.--T N [ THICKENED SLAB. i � = i i 51�DETAIL SEE DETAIL Z Typ I 1 3 ,F I (. !o i 1 3 I Q N N T.O.WALL 1 O T.O.WALL Q 1 o I I 50.1 1 50.1 I� 1 = I I I I o I I �, U ADJACENT i I I I ADJACENT I I I I O O Q O UNIT f. I I T.O.WALL I UNIT I I' i I T.O.WALL i d L L_ FOUNDATION I FOUNDATION I I [-0'-�'] 1 1 [-0'-5►'i") I T.D.WALL a BEAM J I 20'-2' l'-10" l-TD.WALL a BEAM � 20'-2' l'-10' U Q di 1 I ui POCKET(-1'-04"] I I POCKET[-1'-FiV) 1 N w U Q [B.O.F.-10'-10"1 1 H 1 I I -_--_- IN THE EVENT OF SEPA 7E I = SIM tV I I IN THE EVENT OF SEPA TE I I 51M POURS,PROVIDE a INSTAL #5 5 kD 1 I 10'WALL POURS,PROVIDE a INSTAL a5 1 � 5 1 10"WALL � Q x 30'LONG DOWELS a 12' .G. p 1 x 30"LONG DOWELS®12"D.C. 1 p VERT.DRILLED a EPDXIED 10 1 50.1 I VERT.DRILLED d EPDXIED I O I I v 1 (- '{• � I I'-10'FT6. � '{- 50.1 = I'-10"FT6. } FDN.W/b" ! = 1 I VIDE a INSTALL FDN.W/6'EM I 1� 1 MIPEE 4 INSTALL AND P.T. I I BE M POCKET AND P.T. I IBE I SLAB DETAIL I 1 RING PLATE TO 1� I SLAB DETAIL B RING PLATE TO A MMODATE BEAM I 1 I ! A MMODATE BEAM. 7� T.O.WALL i R WITH BUILDING Z ! 1 TEGT UNTREATED ( I 50.1 I TEGT UNTREATED 1 SIM L WITH BUILDING SIM l I ®BEAM FEET I I '� I T PKE7 (_ I POCKET T 2 v 4'NORMAL WT.CONC. I SO.I [I I I 3 v 4'NORMAL WT.GONG. b i- 50.2 �- • p� SLAB-ON-GRADE. 1 � I 1 p� SLAB-0ON-GRADE. Lu 5�DETAIL PROVIDE t INSTALL 1 p 1 I 1 w SEE DETAIL PROVIDE a INSTALL O` I _ M BEAM POCKET AND P.T. T.O.WALL I 1 I BEAM POCKET AND P.T. I O I O ` / 8 BEARING PLATE TOI Re BEARING PLATE TO TA.WALL p�_�T.O.SLAB ACCOMMODATE BF1W1. 1 +__ ^ ®BEAM i t I - 1 ¢� TA.SEAS ACCOMMODATE BEAM. I a BEAM I `P= )' OO ELEV.-1'-0'® PROTECT UNTREATED I O POCKET O I` I 1 I I J p ELEV.-I•-0'a PROTECTRKITH ITED 1 O POCKET p 1 1 ? in GARAGE DOORS LUMBER WITH 1UILDING I O [-1' '] m i x FELT ,- I 4 1 GARAGE DOORS LUNJIBE BU LD G i O (-1' 4') m O I I 1 U FFlr 4 o f I ,� 1 I I I 1 1 m 1 T.O.WALL I I Q ! 50 2 1 K T.O.WALL I p 1 50.2 I••-- �. '^ T.D.WALL I I O [-O'-5�4'] m - V^'' I 1 IN THE EVENT OF SEPARATE I (-0'_Sv4") I I - 1 IN THE EVENT OF SEPARATE 1 [-O'W,]L Z POURS,PROVIDE d INSTALL#5 1 •] •I, 1 POURS,PROVIDE a INSTALL=5 'I. (]l 1 x 30"LONG DOWELS a 12'O.G. I I 1 x 30'LONG DOWEL5 a 12"O.G. I W € I VERT.DRILLED a EPDXIED INTO L- - � 1 VERT.DRILLED a EPDXIED INTO T.O.WALL FDN.W/b'EMBED. I _ I T.O.WALL FDN.W/b"EMBED. I DOOR T.O. � I 1 6"WALL I I 3 I 1 8 ® I 1 3 6'WALL OOR A. I SO.I [-I'-8'] I I ' 1 '{. 150.1 [-I'-8'] d) -- --- -- -- -- -- ------ J I J �I i o ADJACENT I L ----- ----- - - -- - ----- J ._ �; 1 4 ADJACENT - I 3 f" O ' UNIT i u O lM1T ° __ ______ __ i I m1 FOUNDATION I - - - -- - i �? �y 1 FOUNDATION ADJAG Q UNIT (B.o F.-4'-6'] --- - - I - L- ADJACENT �- = FOUNDATION 1 ry Q I j L--- -J FOUNDATION r Q [B.O.F.-4'b"J in i -- - r.. -_--1 Cn I _ : _ �------- -- -- -_j I L-------- J 50.1 - -- - --r --� t_ - --- -- !I'-IG►S' L __ T.O.WALL T.O.WALL p !lb'-3'GOORD.W/ARGHL 81-0' 10 I I tlb'-3'COORD.W/ARGHL 1'-11" 10 SO.I SO.f I Li c CL c B FOUNDATION PLAN-WALK OUT BASEMENT &5�A UNDATION PLAN-EGRE55 WINDOW CALE:I/4°=1'-0" LE:I/4"=1'-0" FOOTING SCHEDULE C) FOOTING FOOTING ID TAG SIZE R�INFORGING F 2'-0"x2'-0"xl2"THICK (3)#4 EA.BOT. F25 2'-6"x2'-b"xl2"THICK (4)#4 E.W.E3OT. F - 'x'- "xl "THI K 4 #4 F.W. T , C) FOUNDATION PLAN NOTES: ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, 1. T.O.FIRST FLOOR SUB FLOOR SHALL.BE GALLED ELEVATION 0'-0" GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS, 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POGKET5.GUT-OUTS.UNDERGROUND UTILITIES' AND ALL OTHER ITEMS SHALL BE FULLY GOORDINATf_D WITH PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, CIVIL,GEOTECHNICAL,MEGHANICAL,ARCHITECTURAL AND 6EOTECHNICAL,MECHANIGAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR ALL OTHER TRADES'DRAWING5 PRIOR TO CONSTRUCTION. TO GON5TRUGTION. 3. 'LALLY COLUMN"-ALL LAL L Y GOLUMN5 SHALL BE FILLED 50LID WITH CONCRETE.PROVIDE Y2"THICK"5PRINGFIELD"GAP AND BASE PLATES AT ALL LALLY GOLUMN5. 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION 8 SPECIFICATIONS —�� ® CAMERA-O'NEILL CONSULTING ENGINEERS 4"INTERIOR GONGRETE `n SLAB ON GRADE w/bxb ? z WI.4xWl.4 H.H.F.SLAB 2xb WOOD 5 WDS / SHRINKAGE CONTROL JOINT CL GONGRETE SHALL BE DOUBLE 2xb SILL(P.T).FASTEN SILL I6"O.G O'Neill _Camera L=+ v PROVIDE AND (PROVIDE SAWCUT JOINT O o x 3000 sl MIX W/NO IN GONG.SLAB AND FILL w/ ~'- `-F- ADDED AIR ENTRAINMENT. INSTALL CORNER 36" PLAT.E O EPDXIED THREADED CONCRETE WITH ANCHOR EPDXY AFTER SLAB CURES) i BARS TO MATCH DIA,EPDXIED THREADED ANCHOR < RODS a 4b"O.G.AND b"FROM WALL N SIZE AND SPACING ENDS(b'MIN.EMBEDMENT) ^•� "" 'E'- r L°. 'rG RUN HOR BARS OF HOR.WALL . • < PROVIDE d INSTALL 51MP50N P.T.POST, 10 MIL.POLY.VAPOR LONG REINF E F 36' � ABUbb(OR A5044 AT 4x4 RETARDER.LAP EDGES tt5 x 24"LONG -' SEE PLANS t. ,1 6L. BARS @ 12"O.G. POSTS)STANDOFF BA d r 1 £> z z _ 6"MIN. � - GONG.SLAB ON � SE .:.'Yid'••• T.� ,,, `� • GRADE,SEE PLAN (2)GONT.tt5 FASTEN TO GONCRETE PIER W/ W =^ 6"THICK COMPACTED-�! BARS,BOTTOM DIA.EPDXIED THREADED , <•y n jt, 6RAVEL BASE LAYER. T.O.5LAB EL. ANCHOR ROD(5'EMBED) �'>� �. '• r+'fir' H lu U -= ' EL. PAN — �,` '.,, �= o..,U �- SEE L " — a ' A=o"j• 9- - J-- w 0 UNDISTURBED VIRGIN 501E U = PERMIT SET OR COMPACTED 6RANULAR FILL 41 ' m ` CONCRETE WALL INTERSECTION p 10"DIA.GONGRETE 50NOTUBE Q DRILL AND EPDXY ALL � �I I.5AWGUT SHRINKAGE CONTROL JOINT5 SHALL BE PROVIDED WITHIN 12 HR5. LONGITUDINAL THICKENED SLAB v 2 OF SLAB PLACEMENT,AS SOON AS CONCRETE 15 CAPABLE OF SUPPORTING PROVIDE AND INSTALL OUTSIDE REBAR INTO FACE OF m G.G.NOTE: SAWGUTTING EQUIPMENT. CORNER BARS TO MATCH SIZE AND FOOTINGS AND WALLS AS AT LOGATION5 WHERE INSULATION uj 5PA(,IN5 OF HOR REINF. OCCURS,TYP. 2'-0" 15 REQUIRED BELOW THICKENED PROVIDE d INSTALL 2.LOCATE SHRINKAGE CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT 3b° CENTERED ON SLAB,PROVIDE AND INSTALL 100 z (3)#4 HOOKED MAXIMUM 5PAGING OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RESULTING WALL ABOVE P51(MIN)RIGID INSULATION F DOWELS SHAPE SHALL NOT BE GREATER THAN 400 5 F.NOR EXCEED A 1.5:I LENGTH b TO WIDTH RATIO. i 36' 5EGTION THROUGH INTERIOR BEARING WALL AND THICKENED SLAB m 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY SUBSTITUTE PRE-FABRICATED ��• 3 ' PLASTIC 5TRIP5 INSTEAD OF 5AWGUTTING.SUBMIT CATALOG GUTS FOR SCALE:3/4'=1'-O° • B.D.FOOTING APPROVAL PRIOR TO USING. EL.SEE PLANS 4.INSTALLATION OF ALL NON-STRUCTURAL CONCRETE SLABS-ON-GRADE SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, __ &5CALE7 ONGTE SONOTUBE DETAIL,TYP. AGI-3b0 AND AGI-302. PROVIDE AND INSTALL INSIDE 2'-b"M N.LAP (2)#4 BENTBARS 3/4"=I'-0" CORNER BARS TO I AT BOT.OF FOOTING MATCH 51ZE AND TYP.INTERIOR SLAB ON GRADE DETAIL SPAGIN6 OF HOR. O SCALE:NONE WALL REINF.E.F. �7, STEP VARIES, I SEE PLAN 12" (3'-0'MAXJ N 3b' -� I ,: 2 b"MIN.LAP � w 2 APA RATED WALL (Ty PIGAU GONTINUOUS - FOOTING SHEATHING,SEE CONCRETE WALL CORNERS (2)#4 GONT.AT GENERAL NOTES. s BOT.OF FOOTING 2xb WOOD STUD5®16"O.G. m b'MIN. (2)#5 CONT.AT UNLESS NOTED OTHERWISE. TRIPLE 2xb SILL(P.T.ON BOT)FASTENED O BOT.OF FOOTING NO 2 TYP.REINFORG_E_D___CONCRETE WALL_DETAILS FASTEN PLYWOOD TO ALL TO CONCRETE WITH g"DIA.x 12"LONG SCALE:NONE ___ '- DOOR JAMB BEYOND PLATES WITH 8d NAILS®4° HOOKED ANCHOR BOLTS 0 4b"O.G. AND N O.G.EA.PLATE,TYP. b"(MIN)FROM BUILDING CORNERS,WALL 2a TYPICAL STEPPED FOOTING DETAIL_ tt 3b" — J� _ 4 SLAB DOWELS®12" ENDS,AND DOOR OPENINGS. � 5GALE:3/4"=I'-O" COORDINATE SLAB EDGE O.G.0 GARAGE DOOR J DETAIL WITH ARGH'L OPENINGS 24 PROVIDE AND INSTALL FELT BOND 00 DRAWIN65 T.O.WALL BREAKER WHERE SLAB 15 POURED W � EL.SEE PLAN U AGAINST FOOTING/1^IALL,TYR GONT.#4 N051N6 p 0 T.O.SLAB T.O.SLAB 2xb WOOD 5TUD5®16'O.G.UNLESS 2xb WOOD STUDS®16"O.G.UNLE55 EL.SEE SLAB '�; _ °_� L. E P z NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR r cn U SHEARWALL SCHEDULES. STHE R 15E I SCHEDULES. T.O.WALL 1 #4 CONTINUOUS BAR Z Q O EL.SEE PLAN � GONG.SLAB ON GONG.SLAB ON � DOUBLE 2x6 d P.T.2xi0 SILL FASTENED DOUBLE 2xb d P.T.2x10 SILL FASTENED 2 GRADE,SEE PLANS ®TOP OF WALL GRADE,SEE PLANS n TO CONCRETE WITH J"DIA.x 12"LONG TO CONCRETE WITH J"DIA.x 12"LONG #4 GONTINUOU5 BAR® - b°WALL _ b"WALL HOOKED ANCHOR BOLTS®46"O.G. AND " HOOKED ANCHOR BOLTS 0 45"O.G. AND TOP OF WALL u b"(MIN)FROM BUILDING CORNERS,WALL Td6 APA RATED b"(MIN)FROM BUILDING CORNERS,WALL "TIG APA RATED CONTINUOUS wQ 0 ENDS,AND DOOR OPENINGS. PLYWOOD 5UBFLOOR ENDS,AND DOOR OPENINGS. PLYWOOD SUBFLOOR CONTINUOUS b"TYP 6' BEVELED 2x4 BEVELT.O.5UBFLOOR T.O.5lJBFLOOR ' 94EAR K 2x4 TYP. SHEAR KEY,TYP. SHEAR KEY,TYP. EL.SEE PLAN EL.SEE PLAN � IY IV E 5E PE LAN �TO.SEE PLAN m m FASTEN PLYWOOD TO ALL ! PRE-ENGINEERED - 0 0 O FASTEN PLYWOOD TO ALL . .• - _ PLATES WITH bd NAILS 0 4' FLOOR TRUSSES, PLATES WITH bd NAILS®4' J B.O.FOOTING B.O.FOOTING ~ O.G.EA PLATE.TYP. ,. O.G.EA.PLATE,TYP. SEE PLANS IV EL.SEE PLAN EL.SEE LAN (2)#5 CONTINUOUS U (2)05 CONTINUOUS - } (2)#4 GONTINUOU5 (2)#4 GONTINUOUS _ BARS®TOP OF WALL BARS®TOP OF WALL FOOTING SHALL BEAR ON BARS®BOTTOM OF FOOTING SHALL BEAR ON BARS®BOTTOM OF PRE-ENGINEERED TOP CHORD _ NATURAL,UNDISTURBED I-b" FOOTING NATURAL,UNDISTURBED FOOTING W BEARING FLOOR TRUSSES, SUB-GRADE OR PROPERLY SUB-GRADE OR PROPERLY _ SEE PLANS CONT.P.T.2xb LEDGER FASTENED COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. TO GONG.W/0.151"DIA.HILTI TYPE _ P.T.2xb BLOGKIN67 BETWEEN X-U POWDER AGTUATED FASTENERS = TRUSSES FASTENED TO GONG.W/ O 5EGTION THRU GARAGE DOORS 5EGTION THRU GARAGE WALL ®Ib"O.G.STAGGERED.CEILING —- --- 8 — 0.151'DIA.HILTI TYPE X-U POWDER STRAPPING SHALL BE FASTENED SCALE:3/4"=1'-D" SCALE:3/4"=1'-0° O C`7 ACTUATED FASTENERS,MIN.(2)PER TO LEDGER W/(2)bd NAILS _ 0 Lo BLOCK.CEILM STRAPPING SHALL •' BE FASTENED TO BLOCKING W/bd m r- 1 NAILS®8°O.G. APA RATED WALL 2x6 WOOD STUDS®lb"O.G.UNLE55 SHEATHING,SEE NOTED OTHERWISE IN PLANS OR = L-0 GENERAL NOTES. 5HEARWALL SCHEDULES. _ N FASTEN PLYWOOD TO ALL DOUBLE 2x6 SILL(P.T.ON BOT.)FASTENED /n�ll 10"WALL 10'WALL PLATES WITH bd NAILS®4" TO CONCRETE WITH "DIA.x lb"LONG 36" _ W O.G.EA.PLATE,TYP. HOOKED ANCHOR BOLTS®45"O.G. AND _ N b"(MIN)FROM BUILDING CORNERS,WALL #4 SLAB DOWELS®12" 24° r— • ENDS,AND DOOR OPENINGS. O.G.®TERRACE J T.O.STEM GONG.SLAB ON FOUNDATION 5 PLANGRADE,SEE PLANS T.O.5LA13 W ` #5 CONTINUOUS HORIZ. _ EL.SEE SLAB BAR®TOP OF STEM T.O.SLAB — b°STEM ' EL.SEE PLAN T.O.WALLT.O PROVIDE AND INSTALL FELT PROVIDE AND INSTALL FELT EL.SEE SHELF ROVIDE AND INSTALL FELT EL.SEE PLAN 2 GONG.SLAB ON BOND BREAKER WHERE BOND BREAKER WHERE 4" BOND BREAKER WHERE GRADE,SEE PLANS --� CONTINUOUS SLAB 15 POURED A6AIN5T CONTINUOUS SLA$IS POURED AGAINST { SHELF SLAB 15 POURED AGAINST # BEVELED 2x4 FOOTING/WALL,TYP. BEVELED 2x4 FOOTING/WALL,TYP. FOOTING/WALL,TYP. BARS®TO�OF WALL b"WALL iE O� SHEAR KEY,TYP. SHEAR KEY,TYP. 10"WALL - GONG.SLAB ON GONG.SLAB ON #5 CONTINUOUS HORIZ •. b' •• 6RADE,SEE PLANS b" c GRADE,SEE PLANS BAR®TOP OF SHELF b'TYP BEVELED 2x4 TYR TYR CONTINUOUS SHEAR KEY,TYP. BEVELED 2x4 v SHEAR KEY,TYP. in , O O TYP. • •` = Y B.O.FOOTING B.O.FOOTING B.O.FOOTING EL.VARIES — EL.VARIES EL.SEE LAN (2)#4 CONTINUOUS I'-10' (2)#5 CONTINUOUS 1'-10" (2)#5 CONTINUOUS p FOOTING SHALL BEAR ON BARS®BOTTOM OF SEE PLAN SEE PLAN NATURAL,UNDISTURBED FOOTING J BARS®BOTTOM OF BARS®BOTTOM OF v FOOTING v FOOTING 8.0.FOOTING SUB-GRADE OR PROPERLY COMPACTED GRAVEL FILL. - "� FOOTING SHALL BEAR ON m FOOTING SHALL BEAR ON ENV PLAN (2)I'-10" (2)"G CONTINUOUS NATURAL,UNDISTURBED NATURAL,UNDISTURBED 5UB-GRADE OR PROPERLY 5UB-GRADE OR PROPERLY BARS BOTTOM OF COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. v FOOTINi7 SECTION THRU TERRACE FOUNDATION 5GALE:3/4"=I'-O" SECTION THRU FOUNDATION-PERPENDICULAR FRAMING SECTION THRU FOUNDATION-PARALLEL FRAMING G)!5ECTION THROUGH WALKOUT FOUNDATION 5 -- b CALE:3/4"=1'-O" SCALE:3/4"=I'-O" SCALE:3/4"=I'-0' CAMERA-O'NEILL CONSULTING ENGINEERS Camera/O'Neill ,raY1J V=�4t'tf SINGLE 2x4 SOLE PLATE,TYP •�i�.•r -��-— PROVIDE CONTINUOUS 2x4 2x4 WOOD STUDS s 16'O.G. 2x4 WOOD STUDS 9 16"O.G. "RIBBON"FA / 5ffEARWALL.SEE 5HEARHALL PLANS d I SHEAR,^LA-L.SEL 5HEARHALL PLANS d FASTENED 12 TO EA. �j %'�'L y: T. / l3;�t:' d Z Z u•FLOOR TRU55 H/I2d NAILS �.: �` �i SCHEDULE FOR ADDITIONAL i SGHEDULi:FOR ADDITIONAL I • elR a....�,•. -�• W �J J R ` INFORMATION INFORMATION I ,.><_`•� :i:. /; < V 1 _, ccW SINGLE 2x4 SOLE "`N�,s o O = PLATE,TYP. i T.O.5IJa-FLOORrjL PERMIT SET COORD.W/ARCH. c PROVIDE CONTINUOUS 2x4 "T 16 PLYWOOD GOO FI RATING Q "RIBBON"FASTENED TO EA SUS FLOOR. QUI ENTS W/ FLOOR TRU55 H/12d NAILS H'L DW65 q I PRE-ENGINEERED WOOD FLOOR TRU55E,SEE PLANS PRE-ENGINEERED WOOD { FLOOR TRU55,SEE PROVIDE X"DIA,x 6"LONG PLANS PROVIDE AND INSTALL TRIPLE 2x4 5IMP50N SDS SCREW FASTENED STUB P05T MOT SHOW BELOW ALL THROUGH DOUBLE TOP PLATE AND DOUBLE 2x4 -IAMB AND POST LOCATIONS ABOVE. DOUBLE 2x4 TOP INTO PRE-ENGINEERED TRL65 G.G.NOTE: TOP PLATE,TYP. PLATE TYP. BOTTOM CHORD®24°O.G. PRE-ENGINEERED WOOD FLOOR TRU55 BEARING REQUIREMENT5 SHALL BE COORDINATED WITH TRU55 DE5I67NER 2x4 WOOD STUDS @ 16'O.G. 2x4 WOOD 5TLD5 @ 16'O.G. 5HEARWALL.SEE 5HEARWALL PLANS a 5HEARWALL.5EE 5HEARWALL FLANS d 5GHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL Z INFORMATION 1 _ INFORMATION 0 vQ > w OSECTION THRU FRAMING AT PARTY WALL_ SCALE:3/4'=I'-O" O CN cn � 00 Q I— w (2) O 0 0 O ZI 2x4 WOOD STUDS®I6°D.G. 2x4 WOOD STUDS 9 16"O.G. cn U 5HEARWALL.SEE 5HEARWALL PLANS a 2x4 WOOD 5TUD5 0 16'O.G. 5HEARWALL.SEE 5HEARHALL PLANS Q Z Q O 2x4 WOOD STUDS®16"O.G. 1 56HEOULE FOR ADDITIONAL 5HEARW6,LL.SEE 5HEARWALL PLANS t SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS 6 16"O.G. O 5HEARWALL.SEE 5HEARHALL PLANS E INFORMATION SCHEDULE FOR ADDITIONAL 2x4 WOOD 5TU05 0 I6°O.G. INFORMATION 5HEARHALL.SEE 5HEARHALL PLANS d n SCHEDULE FOR ADDITIONAL 10INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS Q SCHEDULE FOR ADDITIONAL w •� INFORMATION TRIPLE 2x4 SILL(P T ON BOTJ FASTENED TRIPLE 2x4 SILL(P.T.ON BOT.)FASTENED .10 SCHEDULE FOR ADDITIONAL P.T.2x4 SILL FASTENED TO CONCRETE INFORMATION N SINGLE 2xb SOLE TO CONCRETE WITH DIA.x 12"LONG INFORMATION w U `Z " TO CONCRETE WITH J°DIA.x 12"LONG WITH g°DIA.x 12°LONG HOOKED ANCHOR SINGLE 2xb SOLE Q n PLATE,TYP. HOOKED ANCHOR BOLTS 6 46"O.G. AND HOOKED ANCHOR BOLT5®46°O.G. AND BOLTS®46"O.G. AND 6"(MIN)FROM PLATE,TYP. °TdG APA RATED b'(MIN)FROM BUILDING CORNERS,WALL PLYWOOD SUBFLOOR G��•FIRE RATING b"(MIN)FROM BUILDING CORNERS,WALL BUILDING CORNERS,WALL ENDS,AND GOORp,FIRE RATING J��Td 6 APA RATED REQUIREMENTS W/ ENDS,AND DOOR OPENINGS. ENDS,AND DOOR OPENIN65 DOOR OPENINGS. PLYWOOD 505FLOOR REQUIREMENTS H/ T.O.SUBFLOOR P` Fl BREAPROVIDE KER WHERE RE INSTALL SLAB IS POURED ARGHL DWG5. T.O.SUBFLOOR �L N�JEL.SEE PLAN PROVIDE AND INSTALL FELT BOND AGAINST RE SLAB 15 P,RED EL.SEE PLAN O .. T.O.WALL h T.O.WALL BREAKER WHERE SLAB 15 POURED T.O.WALL EL.5EE PLANEL.5EE PLAN AGAINST FOOTING/WALL,TYP. �EL.SEE PLAN GONG.SLAB ON . PRE-ENGINEERED lt_ JI 1 i T.O.SLAB T.O.SLAB GRADE,SEE PLANS FLOOR TRUSSES, EL. E PLA -� E PL .L SEE PLANS 3 (2)#4 CONTINUOUS LONG.SLAB ON (2)#5 CONTINUOUS z PRE-ENGINEERED TOP CHORD (2)#5 CONTINUOUS BARS®TOP OF WALL GRADE,SEE PLANS BARS®TOP OF WALL TRIPLE 2x4 SILL(P.T.ON BOTJ FASTENED BEARING FLOOR TRUSSES, BARS®TOP OF WALL _ 10'WALL TO CONGRETE WITH I"DIA.x 12"LONG SEE PLANS AT STAIR OPENING, HOOKED ANCHOR BOLTS®46'O.G. AND P.T.2x4 SILL FASTENED TO CONCRETE CONTINUOUS PROVIDE(2)ADD'L#5 6°(MIN)FROM BUILDING CORNERS,HALL r _ 0 (y) b' BEVELED 2x4 BARS-EXTEND BARS ENDS,AND DOOR OPENINGS. — O WITH J°DIA.x IT LONG HOOKED ANCHOR TYP SHEAR KEYTYP. 24"BEYOND E06E OF L Ln BOLTS®45'O.G. AND b°(MIN)FROMOPENING ON EA.SIDE CONT.P.T.2xb LEDGER FASTENED < co r--- BUILDING CORNERS,WALL ENDS,AND TO GONG.W/0.151"DIA.HIL71 TYPE _ 1 DOOR OPENINGS. V X-U POWDER ACTUATED FASTENERS — 'n ®16"O.G.5TA6GERED.CEILING STRAPPING SHALL BE FASTENED LO • •' — TO LEDGER W/(2)6d NAILS = B.O.FOOTING , NV EL.SEE PLAN - nl (2)#4 CONTINUOUS W a, FOOTING SHALL BEAR ON BARS®BOTTOM OF N NATURAL,UNDISTURBED FOOTING r� r--- 10"WALL SUB-6RADE OR PROPERLY 10'WALL v COMPACTED GRAVEL FILL. n� SECTION THRU GARAGE AT PARTY WALL W SCALE:3/4"=I'-O° — 1) PROVIDE AND INSTALL FELT —CONTINUOUS PROVIDE AND INSTALL FELT �� ER WHERE BEVELED 2x4 CONTINUOUS BOND BREAKER WHERE - SLAB 15 POURED AGAINST BEVELED 2x4 FOOTING/WALL,TYP. SHEAR KEY, SHEAR KEY,TYP. FOOTINGP/WAl_L�TYP.AINST GONG.SLAB ON b° ' GRADE,SEE PLANS Q :.' TYP. TYP ON GRADE,5�PLANS B.O.FOOTING EL.VARIES B.O.FOOTING (2)#5 CONTINUOUS I• 1'-10" SEE PLAN EL.VARIES SEE PLAN 1'-10" (2)#5 CONTINUOUS BARS 0130 OOTING v BARS®BOTTOM OF v �FOOTING FOOTIN6 SHALL BEAR ON m m FOOTING SHALL BEAR ON NATURAL,UNDI51IR3 D NATURAL,UNDISTURBED CD 505-6RADE OR PROPERLY SUB-GRADE OR PROPERLY COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. 1 SECTION THRU FOUNDATION AT PARTY WALL SCALE:3/HRU F° 4 SECTION THRU FOUNDATION AT PARTY HALL AT 6ARA6E SCALE:3/4"=1'-0" CAMERA-O'NEILL CONSULTING ENGINEERS Camera/O'Neill GENERAL NOic5: CONCRETE NOTES: STRUCTURAL LUMBER,EN61WERED LUMBER: L GENERAL.CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCREir SHALL HAVE A GOMPREhIVE STRENGTH OF NOT LE55 THAN 4000 P51 AT 28 1.ALL MATERIAL AND;4ORKMAN5HIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF'TIMBER CONSTRUCTION DIMENSIONS,ELEVATIONS•GRADES.IMPLIED LOCATIONS.AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 45%AND 1%). STANDARDS'OF TrE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE'NATIONAL.DE-51GN 5PEGIFICATION FOR 5HOWN ON STRUCTURAL DRAWINGS WITH EXISTING FIELD CONDITIONS 5TRE55-6RADE LUMBER AND ITS FASTENINGS"OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. �'i�`/ S; AND ALL CONSULTANT DRAWINGS AND REPORTS INCLUDING F 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A GGMPR�SSIVE STRENGTH OF NOT LE55 THAN 3000 P51 AT 5EOTECHNICAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2 THE MINIMUM 59ADE5 AND DE516N VALUES REOUIRED FOR CONVENTIONAL.,STRUCTURAL LUMBER SHALL BE. 'j /�f# `••°i 1' ;T. STUDS:CONSTRUCTION GRADE SPRUCE-PINE-FIR,FG=1000 P51,E=1300Zi00 PSl, °3=;� <,.•• ° %2 Z 2 -r 2.ALL 516NIFIGANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COM PRESSIVE STRENGTH OF NOT LE56 THAN 4000 P51 AT 28 DAYS JO15T5/RAFTER5/BEAM5:5PRU(E-PINE-FIR NO 2,FB=dl5 P51,E=1,400,000 P51 `:y'`t °° .`:%<'° F ,"„ -_ • -i THE ARCHITECT OF RECORD. a'';: ...- (ENTRAINED AIR CONTENT BETWEEN 4556 AND 7R'i). PRESSURE TREATED LUMBER:SOUTHERN PINE NO.I,E=1,400p00 PSI �4 .,. � ►-w►- `_ W U 3.ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, 4 ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDLYLNG ADMIXTURE. 3.ALL EXTERIOR WALL 5TU05 SHALL BE AT LEAST 2xb 0 16"O.G.UNLESS NOTED OTHERWISE FURTHERMORE ALL WALL � °C Cl"' GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND STUDS ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF COLUMN WITH HILTI X-U POWDER OR VEN " 0 - 5 ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL. U x ^ 5.A 5E7 OF FOUR(4)CONCRETE i`5T5 CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TESTING LAB ON FASTENERS 9 Ib"0.6 G ARCHITECTURAL EOTECHNICAL,MECHANICAL. AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 CUBIC YARDS.ONE CYLINDER SHALL BE BROKEN AT 7 DAYS,TWO PERMIT SET U z 3 TRADES'DRAWINGS PRIOR TO CONSTRUCTION. AT 28 DAYS,AND ONE AT 56 DAYS A COPY OF ALL TE5T REPORTS SHALL 13E FILED WITH THE ARCHITECT OF RECORD. 4.ALL MULTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LE55 THAN AN EQUAL NUMBER OF 5TUD5 J CODE INFORMATION AND DESIGN LOADS(EXCEPT AS NOTED) AT EACH END.UNLESS NOTED OTHERWISE. a b.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDING GORE:INTERNATIONAL BUILDING!ODE(IBC).2015 EDITION 5.WOOD COLUMNS MADE WITH Tr:REE OR MORE WOOD STUDS SHALL BE NAILED TOGETHER NI T H IbD NAIL5.NAIL RELATED REFERENCE:A5GE 1-10 1.A CONCRETE MIX DESIGN SUBMITTAL(5 GOPIE5)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPACING SHALL BE 14 2 ROWS•5PAGED 8"O.G.FROM BOTH SIDES STAGGERED 4'APART. CONCRETE U5ED ON 51TE.MIX DESIGN 5UBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX OF l D GENERAL NOTES-PRE-ENGINEERED WOOD TRUS<�FS: FLOOR LIVE LOA05: GOFIG`T LE RE. 6 UNLESS OTHERWISE NOTED.AL!EXTERIOR OPENINGS SHALL HAVE NOT LE-55 THAN ONE JACK STUD AND TWO FULL RESIDENTIAL: HEIGHT STUDS AT EACH 51DE OF THE OPENING.ALL INTERIOR BEARING WALL OPENINGS SHALL HAVE NOT LE55 THAN 1.WOOD TRUSSES SHALL BE DESIGNED PER THE'DESIGN SPEGIFIGATION FOR METAL PLATE CONNECTED WOOD PRIVATE ROOMS d CORRIDORS SERVING THEM:40 P5F 8.ALL REINFORCING BARS SHALL BE ASTM A-615 GRADE 60 UNLESS NOTED OTHERWISE. TWO JACK STUDS AND ONE FULL HEIGHT STUD AT EACH 51DE OF THE OPENING UNLESS NOTED OTHERWISE. TRUSSES',PUBLISHED BY THE TRUSS PLATE INSTITUTE. PUBLIC ROOMS d CORRIDORS SERVING THEM:100 P5F g.GENERAL CAN7RAGTOR SHALL SUBMIT SHOP DRAWINGS 70 THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND 1.ALL CONVENTIONAL LUMBER ROOF RAFTERS SHALL HAVE A 51MP50N UPLIFT ANCHOR AT EACH 5EARING LOCATION. 2.ALL ROOF TRUSSES AND OVERHAN61N6 WOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER � � � � SNOW AND ROOF LOAD5/FAGTOR5: ENGINEERING REVIEW.SHOP DRAWING5 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO USE SIMP50N LSSU SKEWED AND/DR%O•ED HANGERS AT EACH RAFTER AS REQUIRED PROVIDE AND INSTALL 1.25"X20 TRU55 MANUFACTURERS REQUIREMENTS. MIN.ROOF LIVE LOAD:20 PSF 5UBMITTIN6 TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT REBAR LAYOUT,MATERIALS,LENGTHS,LAPS, 6A.RIDGE STRAPS(10 80 NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED 505TITUTION). 3.WOOD TRUSS FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP GROUND SNOW LOAD(P :30 P5F BENDS.DETAILS,ETC,. 8.FLUSH FRAMING SHALL BE SUPPORTED BY JOIST HANGERS DESIGNED FOR THE RILL CAPACITY OF THE SUPPORTED DRAWINGS BEARING SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL ENGINEER RE615TERED IN THE STATE FLAT ROOF SNOW LOAD(Pf):30 PSF 10.ALL REINFORGIN6 BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 318,BUT IN NO CASE SHALL THEY BE MEMBER. OF NEW YORK.SHOP DRAWINGS SHALL 13E REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SNOW LOAD IMPORTANCE FACTOR(Is):1.0 LE55 THAN 2'-0"OR 48xDIA. 5UBMITTINIG TO ARCHITECT.SHOP DRANN55 SHALL INCLUDE BUT ARE NOT LIMITED TO:TRUSS LAYOUT PLAN; SNOW EXPOSURE FACTOR(Ge):IA q.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGNED TRL65E5 UNDER ALL PARTITIONS RUNNING TRU55 DETAIL SHEETS SHOWING CONFIGURATION,DIMENSIONS,LOAD5,MEMBER SIZES AND GRADES,MEMBER THERMAL FACTOR(Gt):1.0 11.ALL WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-185,Fy=60 K51 PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO ALIGN FLOOR ELEVATIONS THAT RUN PARALLEL TO FORGES,CONNECTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRUSS CONNECTION HANGERS FOR PARTITIONS. FLUSH FRAMING,TEMPORARY BRACING REQUIREMENTS,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TR 65 6EOTE6HNIGAL FACTORS: DESIGNER),ETC. FROST DEPTH:3'-6' 12.ALL WEl-RED WIRE FABRIC SHALL BE LAPPED TWO(2)FULL MESH PANELS AT SIDES AND ENDS AND BE SECURELY ASSUMED 501L BEARING CAPACITY:SEE"FOUNDATION NOTES"IT 15 ASSUMED THAT WIRED TOGETHER' 10.ALL HOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PL2F �RF TREATED WITH PRESERVATIVE. 4 TR155 DESIGNER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING CODE AND ALL THE SOILS SUPPORTING TH15 CONSTRUCTION PROJECT ARE SUITABLE TO 5UPPORT THE FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCUMENTS.ADDITIONAL 13.SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRESSIONS AND GUT II EXTERIOR WALL SHEATHING SHALL BE MINIMUM 15r32 APA STRUCTURAL_I RATED 5'.EATTiIN6.�"HUBER"ZIP'SYSTEM IS PROPOSED BUILDING(WITH THE 5P'EGIFIED FOUNDATION ELEMENTS),51DEWALK5•AND OUTS PERMITTER,"ZIP-R'INSULATED PANELS ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH 8d NAILS REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DESIGN LOADS DUE TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFECTS DUE TO SETTLEMENT,DIFFERENTIAL NOT LESS THAN b"O.G.ON ALL PANEL ED6,E5.ALL WALL HORIZONTAL PANEL EDGE-5 MUST 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 FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,MECHANICAL,ELECTRICAL CONTRACTORS WITHIN 46'OF BUILDING CORNERS.SHEATHING PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC.TRU55 DE-516NER SHALL CAREFULLY OWNERS SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTEGHNICAL ENGINEER TO AND LOCAL AGENCIES. (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. COORDINATE ALL LOADS DUE TO MECHANICAL EQUIPMENT AND PLUMBING FIXTURES,INCLUDING BUT NOT LIMITED 0 HE TEST AND EVALUATE THE SITE IN,AROUND,AND BELOW T BUILDING FOOTPRINT TO TO TUBS.SHOWER UNITS.WITH THE 6C.,ARCHITECT,AND MECHANIGAL DESIGN. N VERIFY THESE A55UMPTION5 AND PROVIDE A 6EOTEGHNICAL ENGINEERING REPORT. 15 ALL CONCRETE SHALL BE DETAILED,FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.50-FLOORING SHALL BE 3/4"TONGUE d GROOVE APA STRUCTURAL I RATED SHEATHING EXPOSURE I UNLE55 w PROCEDURES AND GUIDELINES PRESCRIBED IN THE LATEST EDITION OF"BUILDING CODE REQUIREMENTS FOR NOTED OTHERWISE.FASTEN 5UB-FLOOR TO SUPPORTING FRAMING WITH INDUSTRY STANDARD SUB-FLOOR 5•DEAD LOA05: LL, WIND FACTORS: REINFORCED CONCRETE"AG1-318,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,ACI-301, ADHESIVE AND 8d NAILS a b'D.G. ROOF TRU55 TOP CHORD DEAD LOAD:10 P5F R15K CATEGORY:II AND AC1-3051306 GUIDE5 FOR HOT/GOLD WEATHER CONCRETING. ROOF TRU55 BOTTOM CHORD DEAD LOAD:10 P5F BA51C WIND SPEED(V):130 MPH FLOOR TRUSS TOP CHORD DEAD LOAD:15 PSF 13.ROOF SHEATHING ON FLAT ROOFS SHALL BE MINIMUM "Td6 APA STRUCTURAL 1 RATED SHEATHING. EXPOSURE CATE60RY:B 16.G.G.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD.ALL CONCRETE THAT SHALL FLOOR TRU55 BOTTOM CHORD DEAD LOAD:10 P5F TOPOGRAPHIC FACTOR(Kzt):ID BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL 14.ROOF SHEATHING ON NON-CURVED SLOPING FRAMING SHALL BE MINIMUM 5/8"Td6 APA STRUCTURAL I RATED 6.TRU55 DESIGNER SHALL DESIGN,MANUFACTURE,AND FURNISH ALL FLOOR TRUSSES WHICH MEET A LIVE LOAD ENCLOSURE CLASSIFICATION:ENCL05ED PRODUCE THE DESIRED ARCHITECTURAL FINISH. G.C.SHALL COORDINATE THE CONCRETE MIX DE515N(IF.SELF SHEATHING. 6.TRIJ55 DE CRITERIA L UESI AND ALL ROOF TRUSSES WEIGH MEET A TOTAL LOAD UCH MEET A CRITERIA OF INTERNAL.PRESSURE DOEFF 60pl:tO.18(ENCLOSED BLOW GON50LIDATIN5 CONCRETE),REBAR PLACEMENT,AND METHODS OF VIBRATION TO PRODUCE A FULLY O SALIENT CORNER DISTANCE:b-O' THE L_E55ER OF I%'OR L/360 UNLESS 5PECIFIGALLY APPROVED OTHERWISE. CONSOLIDATED CONCRETE POUR FREE OF VOIDS AND/OR"HOPIEY�,OMBING'. 15.ROOF SFHEATHIN6 ON FLAT ROOFS AND NON-CURVED SLOPING FRAMING SHALL BE NAILED WITH 8d NAILS NOT N (n O ROOF PITCH.21-45 DEGREES MORE THAN 6'D.G.ON ALL SUPPORTED PANEL E06E5.NAILS SHALL 13E SPACED 4'O.G.IN AREAS WITHIN 48"OF 1.WOOD TRUSS ERECTOR SHAH-BE RESPONSIBLE FOR DE-516N AND INSTALLATION OF ALL TEMPORARY Lu CV COMPONENTS AND CLADDING R:UNFAGTORED WIND LOADS I1.GENERAL CONTRACTOR SHALL CARV=ULLY COORDINATE ALL FORM-WORK,RE13A PLACEMENT,CONCRETE MIX RIDGES,HIPS,RAKES.AND EAVE5. EREGTION BRACING. F- ZONES I,2 d 3 ROOF WIND PRESSURES DESIGN,AND CONCRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION O TRIB AREA ZONE I(FIELD) ZONE 2(EDGE) ZONE 3(CORNER) THROUGHOUT.ALL PRECAUTIONS.SHALL BE TAKEN TO AVOID'HONEYCOMBING,"AND VOIDS IN CONCRETE I6.ROOF SHEATHING ON GURVED FRAMING MEMBERS SHALL BE THREE LAYERS OF 4"APA RATED PLYWOOD 8.TRU55 SPACING,SHOWN IN STRUCTURAL ENGINEERING PLANS ARE FOR REFERENCE ONLY.GENERAL FOUNDATION TECHNIQUES,SUCH AS PRE-STAGIFJ6 CONCRETE VIBRATORS IN GON6,E5TED AREAS,MODIFIED z +- 10 5F 30.4 P5F 35.6 PSF 35.6 PSF SHEATHING WITH END AND SIDE JOINTS STAGGERED BETI^EEN� ESSIVE LAYERS.EACH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TR1155 SHOP DRAWINGS FOR ACTUAL TRU55 LAYOUT AND SPADING 20 5F 28.q P5F 34.0 P5F 34.0 PSF CONCRETE MIX DESIGNS TO PROMOTE COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE SUPPORTING FRAMIFJG WITH 8d RINK-SHANK NAILS a 12'OC ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES). co 50 5F 26b P5F 32.0 P5F 32.D P5F GONTRACTOR15 DISCRETION STAGGERED BETWEEN NAILS FROM SUCCESSIVE LAYERS. 100 SF 25.2 PSF 30.4 P5F 30.4 P5F 0.CONCRETE V0105 AND EXCESSIVE"HOMEY-COMBING"SHALL BE DOCUMENTED AND REPORTED TO THE Q ARCHITECT OF RECORD FOR ANALYSIS AND PREPARATION OF A REPAIR METHOD. PARGING,DRY-PACKING,AND A SOLID BLOGKIN6 SHALL BE PROVIDED AT RIDGES AND EAVES TO SUPPORT AND FASTEN PANEL ES IN � ZONES 4 d 5 WALL WIND PRESSURES ALL GIRGUMSTANGES FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR W TRIB AREA ZONE 4(FIELD) ZONE 5(CORNER) "FLOATING"THE ADJACENT SLAB TO FILL VOID5 ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING CONTINUOUS PANEL EDGE r�IJPPORT AND FASTENING. z Z O 10 5F 33D P5F 40.1 P5F 516NIFIGANT VOIDS. W N U 20 5F 31b PSF 38.0 P5F 15.ENGINEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,5140P 50 5F 2q.8 PSF 343 PSF STRUCTURAL STEEL NOTES` DRAWIN66 FOR ALL ENGINEERED LUMBER AND i-JOISTS.SHOP DRAWIN65 SHALL INCLUDE BUT ARE NOT LIMITED Z V Q O 100 5F 28.4 PSF 31b PSF I.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE AISG SPECIFICATIONS AND GORES, TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MEMBERS,BEARING LENGTHS, 500 5F 25.2 PSF 25.2 P5F LATEST EDITION. CONNECTION HANGERS,BLOCKING.BRIDGING.AND 5QUA5H BLOGICS. a. w w 2.ALL WIDE FLANGE SECTION 5TRUGTURAL BEAMS(W)SHALL 13E A5TM Agg2 FY=50 K51.BASE PLATES, 1q.LAMINATED VENEER LUMBER(LVU.LAMINATED STRAND LUMBER(L%).AND PARALLEL 5TRANV LUMBER(PSL)SHALL J FOUNDATION NOTES: CHANNELS,ANGLES,AND M15(_.5TRUGTURAL STEEL SHALL BE ASTM A-36,FY=36 K51.ALL SQUARE AND '-1) Q ~ BE VER5A-LAM BY B015E CA56AIDE OR EQUAL. w U Q I.ALL 501L CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE RECTANGULAR HOLLOW STRUCTURAL SECTIONS M55)SHALL BE ASTM A-500 GRADE B FY MINIMUM 46 K51. h 0 CLEARED FROM THE BUILDING FOOTPRINT. 20.LVL AND P5L BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=3100 P51,FT=2150 P51,Fr,=150 3.ALL ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO THE REGUIREMIENTS OF A5TM F1554 AND Psi FC=3000 P51,FV= 285 P51,E=2,000,000 P51 2.ALL 501L SUPPORTED FOOTINGS SHALL BE FOUNDED UPON COMPACTED NATURAL A301. 21.PSL GOLUFTNS/PO5T5 SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=2650 P51,FT=1650 P51,FG=750 SUBGRADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING CAPACITY OF 4.ALL BOLTS,NUT5 AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-325 FOR 3/4'DIAMETER P51 FG=3000 P51,FV= 285 P51,E=1300A00 P51 �[ AT LEAST 3000 P5F.6G SHALL BE RESPONSIBLE FOR DETERMINING T14E SITE'S HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE. >� SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE G.G.SHALL BE RESPONSIBLE FOR CONSTRLCTIN6 TH15 BUILDING AND SURROUNDING 5ITE/SU66RADE 5.ALL WELDING ELECTRODES SHALL BE E1 22.LVLS AND P5L5 SHALL BE FREE OF FINGER JOINTS.SCARF JOINTS OR MECHANICAL CONNECTIONS FOR THE FULL 0XX O IN STRICT ACCORDANCE WITH TH15 REQUIREMENT. LENGTH OF THE MEMBER. 3.BEDROCK/LEDGE SHALL BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF b.ALL WELDING,SHALL BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS'CODE FOR ARC, 23.ADHESIVE USED SHALL BE WATERPROOF.MEETING THE REQUIREMENTS OF ASTM 0-255q-76. FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED GRAVEL. AND 6A5 WELDING IN BUILDING GONSTRl1GTION',LATEST EDITION. 24.ALL SIMPSON CONNECTORS(HANGERS.STRAPS.UPLIFT CONNECTORS.P05T CAPS.ECT)SHALL BE COATED WITH 4.A MODIFIED PROCTOR TEST SHALL 13E PERFORMED BY A SOILS TESTING LAB ON 1.NO CONNE-GTION SHALL CONSIST OF LESS THAN TWO 3/4"DIAMETER BOLTS OR WELDS DEVELOPING A MINIMUM Z-MAX CORROSION RESISTANCE OR APPROVED SUBSTITUTE. EACH TYPE OF 501E TO BE COMPACTED. OF 10,000 POUNDS UNLESS NOTED OTHERWISE. 25.ALL FASTENERS IN CONTACT WITH PRE55 -TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE 5.501L SHALL BE COMPACTED TO NOT LE55 THAN g5%OF MAXIMUM DRY DENSITY PER 8.ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4"UNLESS NOTED OTHERWISE. PRESERVATIVE TREATMENT USED. ASTM 0I551 IN LIFTS NOT TO EXCEED b'LOOSE DEPTH. q.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 TESTS SHALL BE PERFORMED BY AN INDEPENDENT 501L5 TESTING LAB ULTRA-SONIC TESTING. WEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-GORRp51VE - O rye TO VERIFY COMPACTION.A DOPY OF ALL TEST REPORTS SHALL BE FILED WITH THE COATING CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. (-J I0.AN INDEPENDENT STEEL TESTING AGENCY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TESTING.THE ARCHITECT OF RECORD. O STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TESTING 21.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RESIST UPLIFT LOADS WITH SIMP50N PG/EPG 1.BAGKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS IN INCREMENTS NOT TO REQUIREMENTS TO BE COMPLETED.A DOPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. P05T GAPS AND 48"LONG OCE55 OTHERWISE NOTED)5IMP50N 206A(OIL STRAPS.STRAPS SHALL BE c 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 DOM ALONG BOTH 51DE5 OF POST.FASTEN STRAPS WITH _ 100 NAILS THROUGH ALL AVAILABLE MAIL HOLES. 5EOUEN(E5 WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. 8.SEE PU.A-6IN6 LE AND ELECTRICAL DRAWINGS FOR UNDER FLOOR SYSTEMS AND SPECIAL I 6RANULAR FILL MATERIAL REQUIREMENTS. 28.ALL CEILING FRAMIN6(INCLUDIN6 TRU56 BOTTOM CHORDS)ADJACENT TO EXTERIOR WALLS SHALL BE 12.AFTER FABRICATION.ALL STEEL.EXCEPT THAT TO BE GALVANIZED,5HALL BE CLEANED OF ALL RUST,LOOSE _ Lo MILL SCALE AND OTHER FOREIGN MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT.REFER TO FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS AGAINST LATERAL MOVEMENTS.COORDINATE ALL CEILING ^' q.NO FOOTINGS OR SLABS SHALL BE POURED INTO OR AGAINST 5UB5RADE CONTAINING ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. FRAMING WITH ARCHITECT OF RECORD. FREE WATER OR IGE. _ L 13.PROVIDE d INSTALL FULLY WELDED AND FITTED WE$STIFFENERS BOTH SIDES AT ALL BEARING d POINT 2g.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE d INSTALL Q� D, 10.ALL SLABS-ON-GRADE SHALL BE PLACED ON A LAYER OF COMPACTED FIFE 1J" CONTINUOUS 2XB CLEAT FASTENED THROUGH SHEATHING AND INTO EACH ROOF RAFTER WITH(2)#10 DECKING N GRANULAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER.COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLANGES UN1E55 NOTED OTHERWISE SCREWS.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)16d TOE-NAILS AND SINGLE tt10 DECKING SCREW 5UB6RADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6EOTECHNIGAL ENGINEERS THROUGH TOP OF RAFTER. 0 OF RECORD. 14 GUTS,HOLES,OPENINGS,ETC.REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES SHALL BE SHOWN ON SHOP DRAWINGS FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNIFL6 OF -J HOLES OR GUTS IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT 13E PERMITTED EXCEPT BY WRITTEN 30.PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-EN61FlF_L32ED WOOD RIM TRU55. II.FORGES DUE TO HYDROSTATIC PRESSURE HAVE NOT BEEN CONSIDERED IN THE PERM155ION FROM THE STRUCTURAL ENGINEER OF RECORD. THIS PLYWOOD TIE PANEL SHALL 13E FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS®6'O.G. W DC-SIGN OF THE FOUNDATION FOR TH1THI5 STRUCTURE.IT IS THE RESPONSIBILITY OF THE (3 NAILS PER STIR).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENGINEERED WOOD RIM TRUSS TOP CHORDS, GENERAL CONTI ACTOR/OWNE.TO CONFIRM WITH A GEOTECHNIGAL ENGINEER,CIVIL 15.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARGHITEGTURAL 130TTOM CHORDS,AND RIEN30N JOISTS W/8d NAILS a 6'O.G.AND TO THE TRUSS VERTICAL MEMBERS WITH 8d NAILS a c ENGINEER OR OTHER QUALIFIED DESIGN PROFE55IOFJAL TO ENSURE HYDROSTATIC AND ENGINEERING REVIEW.SHOP DRAWIN65 SHALL BE REVIEWED AND APPROVED BY THE 6ENERAL 6'O.G.(3 NAIL5 PER VERTICAL MEMBER).TH15 PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FORGES DO NOT EXIST. CONTRACTOR PRIOR TO 50MIT 1NG TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUDS WITH 8d NAILS a 6'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH •� MATERIALS,LENGTHS.GUTS,STIFFENERS.GONNEGTIONS,DETAILS.ANIGHOR BOLTS,LEVELING PLAT ,EMBEDDED 8d NAILS a 6'O.G."EXCEPTION,PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK E 12.ALL DAMP-PROOFIN6,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE RESPONSIBILITY OF OTHERS. ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KING AND JACK) f O CAMERA.O'NEILL C� CONSULTING ENGINEERS I{ ALL DECK BEAMS SHALL BE 1 I I I Camera/O'Neill FASTENED TO POSTS TO RE515T UPLIFT WITH SIMPSON COIL 5TRAP5,SEE DETAIL J J PROVIDE SIMPSON PG6Z COLUMN CAP AT ALL DECK POSTS ^!{ f y PROVIDE 5IMP50N H25A ��,�i��`.•.'i � �- UPLIFT ANCHOR5 AT EA.END €) A A OF ALL DECK JOISTS.TYP. �,� /`•S,ail /• T. s.•�.'-: �`�, Z Z n J ! f3 W 7�� W +6 i6 4Q Q�Q PROVIDE a INSTALL 51HP50N P.T.TRIPLE 2x12 BEAM(FLUSH) • %>i;}':ts' ~H~ <- =— FASTEN FIRST J0157 1}IROUGFI A$U44 STANDOFFBASE S FASTEN �.N„Yw a TO CON-K//e°DIA.EPDXIED ti 1 W,L SHEATHING AND INTO KA1J =r I STUDS/RIM W/Y4"x4"LONG EMBEI THREADED AlhNGHOR ROD(b' I •``�,:..._..,..�� O - SIMPSON 5DWS 5G1'2E1^5 AT lb" .T.�12 GK D� PERMIT SET U ` v O.G. ISr ®I O. Q �+ V z 2 Y� c NEERED '� 4 gR` 51RDER ITR655 OR � {b Q DOUBLE Ib'L.VL. + n PR IDE '. N L 21 -CONTINUOUS P.T.2x12 LED>rR a n" .0 4 Q'Q AG M T A N FASTrPiED T.•v20U(�Fi I BEAM(FLUSH) PROVIDE 'x4"AO'STEEL BE \R/ A L K 15r TYP Ix SHEATHING AND INTO RIM p J-')15T/WAl!STUDS W/(2)Ya' IN PLATE SET ON 'BED OF NON-SE IhI; b < x 4'LONG.51MP50N 5DW5 9 GROUT.FA5T-=N BEARIN5 PLATES TO III C Ib'O.G GONG.FON.WAL1-5 W/(2) DIA. III Y EPDXIED THREADED ANCHOR RODS W/ � 4"EMBED. I — I F - 8 OST I 1 1 I I I I I FASTEN BOTTOM FLANGE 1 1 5 n 1 I PLATE5 W/(2)�"DIA LAG I:I I I PRI/vIly I-I I I I:I I I 1 ,I I I 1 1 I I I HAl PER TRUSS HAN6ER5 PER TRU55 ER ZV250.2 I ��i i 1 N I�1 I W 1 1 I j�. / I I 50.2 m 1 1 50.2 N IIy�.7I I I I 1 1—--I 11 V W<1 I '' 2x NAILER SHALL BE RIPPED O J'' w ' 1 1 ,, 2x NAILER SHALL$E RIPPED z_ rvpll I �® x~i i I I " I FLANGE WITH 'DIA.THRU FLANGE WITH"DIA TT U I 1 1 I 1 1 11 O p I I K a AND COUNTERSUNK AND COUNTERSUNK. I 1 I I W p I I p z N —FASTEN BOTTOM FLANGE '' FASTEN BOTTOM FLANGE z® O '� 2 I I 1 I �D �, I I I ,, - 11 I O PLATES W(2)1'DIA.LAOPLATES W(2) DIA.LA6 TRUSS DE516NER NOTE: TRUSS DE-515NER NOTE: BIN6 LINE LOCATION LU R4&LINE LOCATION, w~ � i�- TRU55 DESIGNER NOTE LL_ co 2xb 9 1r-O.G TRU65 DESIGNER 15 RESPONSIBLE FOR 2xb®I6'DGI -O _ I 5PEGIFYIN6 ALL CONNECTION AND UPLIFT I 40 I O O OR DOUBLE 11$ 'L.VL.BEAM T Tl'P HARDWARE.TRUSSES SHALL BE OR DOUBLE II$ "L.VL.BEAM pos, TYP O O DE5161�D TO MEET ALL BEARIIJ6 REQUIREMENTS.APPROACHES TO O z _O 1 TRU55 OR DOUBLE II$l5' �� ACHIEVE REQUIRED BEARING INCLUDE, ,, Of �, 3 �S BUT ARE NOT LIMITED TO,BEARING TRU55 OR DOUBLE II$l5" LL N U 2 ENGHANCERS,ADDITIONAL TR1155 PLIES, Q O 6 BE AM ERF_ DIFFERENT MATERIALS,ETC OSEE 6ENERAL NOTES FOR ADDITIONALI INDICATES ADDL LOADS I REOUIREMENT5/INFORMATION ICATES ADDL LOAD5 L.LOR DOUBLE Ib'L.VL. -! OR DOUBLE Ib"L.VL.BE J w w < 1.9k a I.Ak a 0 H 0 51M 51M L 5 5 I 0 I 50.1 I I 50.1 I p" PROVIDE IT INSTALL p PROVIDE 4 INSTALL BEAM POCKET AND P.T. BEAM POCKET AND P.T. BEARING PLATE TO BEARING PLATE TO _ — ACCOMMODATE BEAM — ACCOMMODATE BEAM. PROTECT UNTREATED PROTECT UNTREATED SIM w LUMBER WITH BUILDIW-7 51M w LUMBER WITH BUILDING 3 6 I FELT 3 b I FELT ` 50.2 SO.I ,� 50.2 50.1 - _ 0 (y) PROVIDE I INSTALL -ENGTNEERED PROVIDE d INSTALL -ENGINEERED 0 Lo 13EAM POCKET AND P.T. I51RDER TR1155 OR 13EAM POCKET AND P.T. 5IRDER TRU55 OR BEARING PLATE TO BEARING PLATE TO Y ACCOMMODATE BEAM. C1 ( I ACCOMMODATE BEAM. I - LUPROTEC MBER WTTUNTR ATED PROTECT UNTREATED Lu LUMBER WITH BUILDING CL FELT w� O I FELT w O _ � L(I� e J N N I 50.1 I I 50.1 I - cn I o- I 10 I I 10 I _ 5o•I 50.1 FIRST FLOOR FRAMING-WALK OUT BA5EMENT I I FIRST FLOOR FRAMING-EGRE55 WINDOW B SCALE:1/4"=1'-0° A SCALE:I/4"=1'-O° Y PLAN NOTES: PLAN NOTES GONT.: • I. RJ-+'K JACK AND KING STUDS SHALL BE SAME DIIIEN51ONAL STUD LUMBER AS ADJACENT STUDS.(i.e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED M>EMBER5 SHALL BE GANGED TOGETHER IN ACCORDANCE WITH MANUFACTURE 5 FULL-HE16HT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. 11612 10.ALL MULTI-PLY WOOD AND/OR EN6INEERED MEMBERS SHALL BE 6AN6E0 T06ETHER IN ACCORDANCE WITH MANUFACTURER'S 2. -INDICATE-5 51MP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51HP50N HANGERS REQUIREMENTS AND PREVAILIN5 STATE BUILDIN6 CODE. SHALL BE INSTALLED PER MANUFACTURERS 5PEGIFIGATIOh5 WITH THE MAXIMUM FASTENER 51ZE AND QUANTITY. II. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING GORE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN"-ALL LALLY COLUMN5 SHALL BE FILLED SOLID WITH CONCr2ETE.PROVIDE)2"THICK'5PRIN5FIELD"GAP 12. MEMBER LAYOUT DEPICTED ON TH15 PLAN 15 INTENDED AS A GENERAL 6UIDE TO FRAMING.THE EXACT FRAMIN6 LAYOUT, AND BASE PLATE5 AT ALL LALLY COLUMN5. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLE55 OTHERH15E NOTED ON PLANS,ALL HEADER5 OVER DOOR AND WINDOW OPENIN66 SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE 6ENERAL CONTRACTOR-ANY 505TANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD 6AN(l TO A DOUBLE KING STUD. METHlOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR NOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATION5,5HELVE5,BEAM POGKET5,GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL b. REFER TO GENERAL NOTE-5 FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 7. ALL FULL-HEIGHT COLUMNS WHICH PASS THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWIN65 PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,5OFFIT5,RAKES,EAVES,BRACKETS,6UTTERS,CORBELS,BUILD-OUT5,PAD-OUTS,AND ALL OTHER APPLIED 8. ALL PLATFORM FRAMED POSTS,KALL5,Alm/OR BEAM LOADS SHALL BE TRANSFERRED TO 5UPPORT5 BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY GOORDINATED WITH THE CRIPPLE STU05,"SQUASH BLOCKS",AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. CAMERA-O'NEILL CONSULTING ENGINEERS ,:/FI,• Camera/O'Neill f„Zi' 3 J S' APA RA GOORD. :; e z z W - TED WALL SHEATHING, W/ARGH'L 'e ``;' O J-7 5EE GENERAL NOTE5. '''„ 4n _ _=- �\ in W U SINGLE 2xb SOLE PLATE ` rr ,s cc o W c= O PERMIT SET U l" U O z 2x6 HOOD STUDS®16'O.G. 1� �I"T 1 G PLYWOOD Q 5:_6 FLOOR O� w u- PROVIDE AND IN5TALL TRIPLE 2x6 N 5TUB PO5T/5WA5H BLOCK MOT .,(3 5HOW BELOW ALL JAMB AND P05T LOGATION5 ABOVE. uj p Lu PRE-ENGINEERED DOUBLE 2xb HOOD FLOOR -' TOP PLATE,TYP. TRU55E5,5EE PLANS PROVIDE 2x DIAG. BRACING @ 43'O.G. vi Z O5EGTION THROUGH EXTERIOR HALL-PARALLEL FRAMING 0 SCALE:3/4°=1'-O" j w C)"APA RATED HALL SHEATHING, G.H.B.,GOORD. N 5EE GENERAL NOTE5. W/ARGHL SINGLE 2xb SOLE PLATE J 00 Q 7C) o 2xb HOOD 5TUD5 B Ib"O.G. �j Q J"T46 PLYWOOD z 0 PROVIDE GONTINUOU5 2x4 �5UB-FLOOR. N U "RIBBON'FASTENED TO EA. Z Q 0 FLOOR TRU55 H/12d NAIL5 O� X w u- PROVIDE AND IN5TALL TRIPLE 2xb w STUB P05T/SGUA5H BLOCK(NOT U Q w 5HOKW BELOW ALL JAMB AND P05T w U < LL K LOGATION5 ABOVE. `" 0 0cl o Q PRE-ENGINEERED \-DOUBLE 2xb WOOD FLOOR J TOP PLATE.TYP. TRUSSi S.SEt PLANS 0 n� ( ' 7W 2 SECTION THROUGH EXTERIOR HALL-PERPENDICULAR FRAMING L SCALE:3/4"=11-0' _ 0 (Y) 0 Lo APA RATED T d G Q con` 1 PLYWOOD SHEATHING LAP SHEATHING — VJ ±2'-O'MINIMUM 6/ I'-O"MAX _ Z N W o N A 0 � 2x LADDER FRAMED RAKE � PRE-ENGINEERED APA 5TRUGTURAL I RATED W � ROOF EXTERIOR PLYWOOD TRU55 SHEATHING.SHEATHING SHALL PRE-ENGINEE EXTEND TO TOP OF 6ABLE WOOD 6ABLE •E END TR L66 END ROOF f TRU55 0 SEE ARCH.FOR EXTERIOR FINISHES,TYP. RAKE LADDER FRAME DETAIL AT TRU55E5 SCALE:3/4"=1'-0" k CAMERA-O'NEILL CONSULTING ENGINEERS I I ,•.; LADD+rR FRAMED RAKE5 NOTE :+ EI Camera LADDER FRAMED RAKES ARE NOT SHOWN I I /O'Neill FOR CLARITY.REFER TO DETAILS 4/51.1 FOR ADDITIONAL INFORMATION ~E TRU55 DE5IGNER NOTE ., TRU55 DESIGNER IS RESPONSIBLE FOR ;:-`''!y' '`l/t.`«y S I I I I ..6 5PECIFYIN6 ALL CONNECTION AND UPLIFT HARDWARE.TRUf.�ES SHALL BE ',>'+' �4-•�•:, DESIGNED TO MEET ALL BEARING REQUIREMENTS.APPROACHES TOr>,:�`� L., a,3 z z u•' ACHIEVE REQUIRED BEARING INCLUDE. • <s 4` u,o BUT ARE NOT LIMITED TO,BEARING '+• ,!,'o i �' "�.�'� o PROVIDE DOUBLE ROW DOUBLE JOISTS SHALL ENCHANCERS,ADDITIONAL TRU55 to �•�' , OF FULL DEPTH 50LID BE CENTERED BELOW GONTI 2x8 LED5ER PLIES.DIFFERENT MATERIALS.ETG u+ I BLOCKING DIRECTLY JACK SiLDS ABOVE FA5TINED THROUGH SEE GENERAL NOTES FOR ADDITIONAL I I „�.��`✓` 0 U = TAPERED 2z8 R[X)F �� IN6 AND INTO BEAM W/ REQUIREMENTS/INFORMATION PERMIT SET BLOW WALL ABOVE '� Y4'x4Y'SIMPSON SDS SCREWS JOISTS a lb"O.G. ®16' .C.5TA66ERED Q /per (FLUSH BOTTOM)(MIN. TRU55 All >I Q b'DEPTH REMAININ6) P+ +b TRU55 BLOCKING BLOCKING. PROVIDE AND INSTALL SOLID :=F NOTE PROVIDE 2x 5LEEPER5 IN I I ? / �� BLOCKING EA.SIDE OF ALL RIDGES, I I AREA SHOWN HATCHED A5 = _ — �_ -TRIPLE 9.5!V, (DR_ D) -- _ VALLEYS E HIPS AND AT ALL EAVES REGIV TO ACCOMMODATE TR 2x IPL 2xb TRI 2 b _ -- -- - - -- - - -- -- - - TO SUPPORT AND FASTEN SHEATHING PROPOSED FLOOR ER f R - PANEL EDOE5.SEE GENERAL NOTES --- ELEVATION.COORD.W/ - - - -- �. ARC DRAWINGS FIRST RAFTER/FIRST TRU55 r TRIPLE xb TRIPL 2xb TRIrLE 2xb 1� I. E 2xh TRIPL 2xb R/p� I 1 IIII % p 0 'p +b FASTEN FIRST RAFTER/TRU55 THROUGH 4 HEA^ HE R HE R HEA ER 1-FA ER 5HEATHIN6 INTO WALL 5TU05/TRU55 -F - �. -— ——— ——— ——— MEMBERS W/Y4'x4%'5IMP50N SON KIP' x TRIP x TRIPLE 2x6 SCREWS AT lb'O.G.5TA6GE ZED PROVIDE 51HP50N LU52b-- (UNLESS OTHEPH15E NOTED) FACE MOUNT HANGERS AT n14 -PROVIDE SINGLE ALL JOISTS 11.875'L.VL.RIM I POST DOWN TO TRIPLE LUS25-2 FACE I ABOVE EXTERIOR I I M HAN AT WALL BELOW Tvtz r F E. _.. 2 - ,-� - PRE' INEE :D WG TRI ES® 4'O.G. HAN` R5 PER TRU55 50.2 o I� I I 2 z 50 2 0 o � w pm J Z w� � , W, _® TRU55 N�• `�fl- z ry u�p° h+ -TIP NOTE - _ I1G k,+�. a ;v /'JI(1ll TIRIY DES16 ROK�TYP q J 2x MILER SHALL BE RIPPED PROVIDE AND INSTALL 48"LONG,20 GA J !I r1(1 M PAN F- D D RDER 5 PER g� 0.5 O 5IMP50N COIL STRAP FROM ONE SIDE OF BEAM,SEE L I O AND FASTENED TO TOP P05T,UP AND OVER THE TOP OF THE BEAM, f= O z N / AND DOWN THE OTHER SIDE.FILL ALL - -- x BOLT 024'O.G.STAGGERED AVAILABLE NAIL HOLE5 WITH IOd NAILS. S1xb I STOP MIDDLE PLY SHORT OF STEEL 130TTOM OF P05T 51M,SEE GENERAL NOTE5 G.G. ALL VIDE IN5TAL ' O < 00 TA1 E I�UL TION A REQUI D LL 4 TO PR JIDE 51TIVE RAINA L.V L.PLIES SHALL BEAR DIRECTLY I 51MP50N PG OR EPG P05T GAP, I AND I VENT L I ON FL I Q ll _ N T 5EE 6ENERAL NOTES ROOF w z u- O -0 L PRE-EN& ERED 61RDER TRU55 P.T.P05T ,\/ PRE INE p O O z O w• SEE PLANS I 5® 4"O.G. / CA rJ U (� N o �, / 20 L1J [ Q _ _ CL a 2xb CL GIRDER TRUSS g> g�F I TYPICAL DECK/PORCH BEAM STRAP DETAIL T5_ KI i U uj w E ` T I5N R N II V. AM 2x6 pOSt SCALE:3/4"=1'-O" BL ',KING. �� -'U i5 w ) Q NOTE Iu iur177 { n PLUMBING LINE LOCATION, ICOO D.5KYl � ':...:...............C<OORD. ARCHl6 G _ `4 In ry TRIPLfIl25" m j I �I W/AlCHI L.2x G �. p DBE.Ili575" L.VL.BEAM PROVIDE TRIPLE 2xb n y+ /� VI CON ION �1. 516IER tYP. 2x6 I �-- gA HEAE R BELOW + 1 N ID E PRE-ENGINEERED 6�� w s�< RIA u u I u u Lu - S� � J� -- D RDtT2 - W W WALL(SHOWN SHADED) p J - Z THIS WALL IS THE PARTY / A1TIG GGE5` I FT N NIT - I TRU55 Dl. N51ON5 ARG O 635 I +6 DOUBLE It 875' �vi BL NOTE In If) 1L w y{ 2xb a lb O.G.BEARIN6- ! CKF _ O '^ w f � I _O �+J _ 2x4 616'O.G.BEARING I I p Q - Lu 2 *:THIS WALL 15 THE PARTY i PRE- INEE�D WO J TR 5 a 4"O.G. /J CL ^I 2 W w z ` . ' Lu 50.2 N 0 ————— TRIPLE 1IB15'L.L.HEADER DOUBLE II b75'L.VL. TRIi l 2xb IPLE 2 TRI IPLE 2 ®=======___= ________=� H R HE I SEE NOTE ARCHITECTURAL EMBELLISHMENTS BY OTHERS. COORDINATE WITH ARCHITECTURAL DRAWIN65 I I I I B 5EGOND FLOOR FRAMING SCALE-1/4"-1'-O" r.�� 056ALE: ROOF FRAMING I/4"=I'-O" PLAN NOTES: PLAN NOTES CONT.: • 1. =J-°K JACK AND KING STUD5 SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(Le.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED TOGETHER IN ACCORDANCE WITH MANUFACTURERS FULL-HEIGHT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILIN5 STATE BUILDING CODE. R1512 10.ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 5AN6ED TOGETHER IN ACCORDANCE WITH MANUFACTURER'S 2. 1-INDICATES 51MP50N 5TRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMPSON HANa.:R5 REQUIREMENT5 AND PREVAILINS STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER 51ZE AND QUANTITY. 11. REFER TO GENERAL NGi=5 AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. CN 3. 'LALLY COLUMN"-ALL LALLY COLUMNS SHALL DE FILLED SOLID WITH CONCRETE.PROVIDE?2"THICK'5Pr21N6FIE`LD"GAP 12. MEMBER LAYOUT DEPICTED ON TH15 PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT. AND`BASE PLATES AT ALL LALLY COLUMNS. MAT'RIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND 5TRUGTURAL 4. UNLE55 OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENIN56 SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD. METHODMYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDER6ROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL b. REFER TO GENERAL N0175-5 FOR FURTHER REQUIREFIENT5. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GEOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HEIGHT COLUMN5 WHICH PA55 THROUGH FLOOR OR GEILRN6 FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMIN6 TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES.EAVES,BRACKETS.GUTTERS,CORBELS.BUILD-OUTS,PAD-OUTS.AND ALL OTHER APPLIED 8. ALL PLATFORM FRAMED POSTS,WALLS,AtO/OR BEAM LOAD5 SHALL BE TRAN5FERRED TO SUPPORTS BELOW WITH ARCHITEGTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,"SQUASH BLOCKS',AND/OR FULL-DEPTH SOLID 5LOGKIN5. ARCHITECT OF RECORD. CAMERA-O'NEILL ENGINEERS CONSULTING ENGINEERS Camera/O'Neill .-ot:;-. l rq ZZ W O _ - U = PERMIT SET U - t Q H4 ua _AT WALKOUT BASEMENT OPTION,PROVIDE"5T1" STRAP HOLDONNS IN? OF"H2"HOLDOWN5 All. FIRST FLOOR FRAM!N tl` t e Ha00 H2 H2 WI WI = SKI lo 00 Z Q N ADJACENT w �!T �ADJACENT 10 UNIT oo 00 00 THIS SHEARWALL IS THE THIS SHEARWALL 15 T1$ (N PARTY WALL 13ETP EEN UNITS PARTY WALL BETKEEN UNITS z O < N co ck:� z O Q V) U = Q O � w w Q o � o H2 H2 Nl L O = 3 = z o = o L, 00 _Q m ADJACENT z ADJACENT UNIT 7 ~ U-) N N 0 Ln N _1 O\ (DTLE.T FLOOR 5HEARWALL5 BASEMENT SHEARWALLS-WALKOUT BASEMENT OPTION 1/4"=1'-O" 5—'ALE:I/4"=I'-O" SHEARHALL SGHEDULE SHEARWALL PLYWOOD 5HEETROCK WALL 5TUD5 BLOCK!N5 NAILING 0 HOEDOWN NOTES: ID TAG FACE FACE 6 PANEL EDCE5 0 EDGE57 PANEL EDGE5 I. ALL THREADED ROD HOLDOWN5 SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT SWI OUTER INNER SINGE 2x BLOCKED 8d 6(5-O.G. • ACCORDANCE WITH MANUFAGTURER5 REQUIREMENTS. 2. ALL MULTI-PLY WALL STUDS FA5fENED TO HOLDOWN5 SHALL BE GANGED TOGETHER IN ACCORDANCE WITH BUILDING CODE AND GENERAL NOTES. 5W2 NONE INNER SINGLE 2x BLOCKED 916 SCREWS 0 4"O.G. 3. WHERE UPPER WALL 15 NOT IN LIME WITH LOWER WALL,"5TI"STRAP HOLDOWN5 SHALL BE EXTENDED THROUGH FLOOR SHEATHING AND FASTENED TO SW3 EITHER BOTH SINGLE 2x BLOCKED bd 9 6"O.G. BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING AS REQUIRED.SEE TYPICAL 5HEARWALL DETAILS FOR FURTHER 4. ALL DIMENSIONS.ELEVATION 5.5HELVE5,BEAM POCKETS,GUT-OUTS,UNDER5ROU14D UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL OUTER ITEMS HOLDOHN SGHEDULE SHALL BE FULLY COORDINATED WITH CIVIL,GEOTEGHNIGAL,MEGHANIGAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO HOEDOWN THREADED GO1d5TRUGTION. ID TAG 51MP50N HOEDOWN FASTENERS ROD EMBED.INTO 5. PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE�'NGINEERED WOOD RIM TRU55.TH15 PLYWOOD TIE PANEL SHALL BE ON PLAN MODEL# FASTENED TO: TO FRAMING DIAMETER CONCRETE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH bd NAILS®(i"O.G(3 NAILS PER STUD).PLYWOOD PANEL SHALL 13E FASTENED TO THE PRE-ENGINEERED WOOD RIM TRU55 TOP CHORDS,BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS a 6'O.G.AND TO THE TRU55 VERTIGAL MEMBERS H2 HDU2-5052.5 DOUBLE WALL STUD 5D5 5CREW5 5/5"DIA, 12" WITH 8d NAILS a 6'0.6(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH bd H4 HOU4-5D52.5 DOUBLE WALL STUD 505 SCREWS 5/8"DIA. 12" NAILS a 6'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH 8d NAILS a 6"O.G•'EXGEPTION:PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HEIG14T KING 5TUD AND JACK STUD AT ALL WINDOW AND DOOR LOGATIONS WITH(15)bd NAILS(5 EACH KING AID JAGK) 5TI G5-20x54"LONG DOUBLE WALL STUD (28)IOd NAILS ABOVE AND BELOW RIM GENERAL NOTES: GENERAL NOTES: GAS FURNACE A'SPLIT AIR CONDITIONER SCHEDULE LABEL(ID) MAKE \fODEL(INDOOR UNITS) HP INPUT l li BAH VOLT PH ANIPS FUSF COIL MODEL(OUTDOOR) TON SEER \'Ol_T.AGE PH \1CA MOCP NOTES I. THE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC TO SHOW THE MODEL OWNER'S INTENT AND THE I\IECIIANICAI_EQUIPMENT LOCATIONS.ALL EQUIPMENT AND 9• BRANCH SUPPLY AND RETURN GRILLES SIIALL HAVE VOLUME DANIPERS TO BALANCE EACH AIR AHU-UCU-1 HEII_ N91MSE0401712A 1 2 40.000 39.000 115 1 8.3 15 EDM4X241.17 NXA624GKA 2.0 IG 208 230 1 17.7 30 A\IP SEE NOTE I ACCESSORIES.ARE SHOA-"N APPROXINIATELY AND SHALL BE INSTALLED CONSISTENT WITH JOB DEVICE OUTLET. AHU-21CU-2 HEIL N91MSE0401410A 1 2 40.000 39.000 115 1 6.8 15 EDM4X 181.14 NXA618GK.A 1.5 16 208 230 1 l l.R 20 AIMP SEE NOTE 1 CONDITIONS AND APPLICABLE CODE REQUIREMENTS.THE f!\'AC CONTRACTOR SHALL PROVIDE.ALL 10. ALL DUCTWORK FI BOA'S AND TEES SHALL HAVE TURNING V.-UNE.S INSTALLED TO MININ117F STATIC PRESSURE DROP. NOTES:1.PROVIDF SPLIT SYSTEMS WITH HIGH LOW PRESSURF SAFETIES.TXV VALVE.CONDENSATE NEUTRALIZER KITS.CONCENTRIC ROOF VENTS&7 DAY PROGRA\f\LABLF THFRAfOST ITS Z Z W E°w LABOR AND MATERIALS NECESSARY FOR A CO\1PLETF WORKING SYSTEM AND ALL REQUIRED 2.PROVIDE AUXILARY DRAIN PANS. s++ °C D o y C U v • TESTING OF THE\fEC}-LANICAL SYSTEMS.THE AECHANICAL CONTRACTOR SHALL BE RESPONS1131_F 1 l. THE MECHANICAL CONTRACTOR SHALL_BALANCE THE HVAC SYSTEM PER THE AIR FLOWS LISTED. � � y o c o W U Q m 9)� FOR PERMIT COSTS. FOLLOW'ALL R.aNGF HOOD EXHAUST DUCTWORK INST.AL!_.ATION REQIREMENTS.THE RANGE AIR DEVICE SCHEDULE oe W C �'o 2 TliE MECHANICAL INSTALLATION SHALL, ALL THE REQUIREMENTS OF THE ALft HORITI' EXHAUST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE WALL G.ALVANI7_ED O o o O, LABEL(ID) MAKE \fODEI SIZE NECK CFM DESCRIPTION NOTES 3 HAVING JURISDICTION.IT SHALL.ALSO\fEFT IT IF 2020 MECHANICAL CODE OF NEW PORK STATE. STEEL OR STAINLESS STEEL DUCTWORK.THE DUCTWORK SHALL HAVE.A SMOOTH INTERIOR U = v 2020 RESIDENTIAL CODE OF NEW YORK STATE.2020 BUILDING CODE OF NEW YORK STATE.2020 FUEL, SURFACE.BE AIR TIGHT AND BE EQUIPPED WIT}!.a BACKDROP DAMPER. CI}1 HART&COOLEY A682\t 12W 7"p SEE PLANS 2-WAY CEILING SUPPLI'DIFFUSER - �.Z I`o� GAS CODE OF NEVI'PORK STATE.2020 ENERGY CONSERVATION CODE OF NEW 1'ORLK STATE AND 2020 12. DRYER EXHAUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR 0.01 G-INCH AIINIA(l\f THICK\fETAI FG-1 }TART&COOLEY 421 12\6 7"¢ SEE PLANS FLOOR DIFFUSER COORDINATE Fl OOR GRILL F COLOR Q FIRE CODE OF NEW YORK STATE. DUCT 4 INCHES IN NO\fIN.AL DIANfETER AND SHALL MEET THE REQUIREMENTS OF SECTION M1502 RR-1 HART&COOLEY GGI 12x12 - SEE PLANS WALL RETURN GRILLE 3. TFR MECHANICAL CONTRACTOR SHALL EXAMINE THE.ARCHITECTURAL DRAWINGS AND SITE TO CI_OTT-IES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL_CODE.INSULATF DRYER SEE PLANS r wi��uua, RR-2 HART&COOLEY GG 1 14x24 WALL GRILLE EXI LAL'ST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION.PROVIDE COMBUSTION AIR ''�"s;Ue Nf FULI.I'lNFOR\f ITSELF OF.ALL CONDITIONS. RR-3 HART&COOLEY GG 1 24x12 - SEE PLANS CEILING RETURN GRILLE r`� f '�rro4: 4. THENIECHANICA!_CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING.ALL CONDENSATE DRAINS. OPENINGS IF REQUIRED PER THE DRIER\f:INUFACTIJRERS INSTALLATION INSTRUCTIONS AN'D ? P t� .�••- APPLICABLE CODE REQUIREMENTS. NOTES:1.COORDINATE.AIR DEVICE LOCATION.QUANTITY.THROW'.SIZE.AND CEILING TYPE HARDWARE BEFORE ORDERING 5. Tlif NECHANICAL CONTRACTOR SHALL PROVIDE A TRAINING WALK THROUGH WITH THE OWNER Q Q - .• 13 ALL GAS.APPLIANCES SHALL BE INSTALLED AND VENTED PER APPLICABLE CODE RE LIRE\CENTS. 2•E\A\FINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES. AND GENERAL CONTRACTOR TO DISCUSS ALI_HV'AC CO\1PONENTS AT TI-!E CONCLUSION OF IT Q 3.PROVIDE VOLUME DANIPERS AT BRANCH CONNECTIONS TO\FAIN.BALANCE PER COMS LISTED. PROJECT. 14 .APPLIANCES W'IIII IGNITION SOURCES LOCATED IN THE GARAGE SHALL BE PROTECTED FROM 4.PROVIDE BOOT WITH ADJUSTABLE DAMPER IN NECK- - SUBMIT DAN{.AGE AND BE ELFVATED SUCH THAT THE SOURCE OF IGNITION'IS NOT LESS THAN 18 INCHES t,°a:'• ,. ` THE\IEC}L:INICAL CONTRACTOR SI iAI.I. \fIT O&\f\i.ANUALS AT THE CONCLUSION OF THE. G. T PROJECT. ABOVE THE FLOOR SURFACE ON'WIHICII THE EQUIPMENT OR APPLIANCE RESTS. "`..••••••.. •, F_XI-LAUST AND SUPPLY FAN SCHE:DL I F 7. INSTALL.ALL EQUIPMENT AND ACCESSORIES PER THE MANUFACTURER INSTRUCTIONS.ALLOW T}IF 15. COORDINATE THERMOSTAT LOCATION WITH OWNER.LOCATE THERMOSTAT.AWAY FROM WINDOWS. \f.aNUFACTIJRERs RECOM\iENDED Cl_E.aRANCE AROUND:V_L COMPONENTS.IF THE CONTRACTOR EXTERIOR WALLS.HFAT SOURCES AN'D SUPPLY AIR DEVICES. !_ABET.(ID)\1AKF MODEL CF\i S.P. VOLTAGE PH AMPS WATTS DISCHARGE NOTES EF-1 P.AN.ASONIC FV-05-IIVIKSI 80 o.2" 120 1 0 1G 4" SEE NOTE 1.2.3.4 FORESEES OR COMES ACROSS ANY INSTALLATION CONCERNS HE SHALL.NOTIFY THE ARCHITECT FOR A RESOLUTION I(EF-1 FAN TECH FG 12 EC 600 0.3" 120 1 - 12" SEE NOTE 1.2.3.4 8. .ALL SQUARE AND RFCTANGULAR DUCTWORK TO BE SHFFT\tFTAL LINED OR W'R.aPPED WITH SF-1 FAN TECH FG 12 EC 600 0.3" 120 1 121, SEE NOTE 5.G.7 INSULATION TO NIFFT CODE REQUIREMENTS.DUCTBOARD OPTION IL.ROUND DUCTWORK TO BE NOTES:1.EXHAUST FANS SH A1,I,ILA\E BACK DRAFT DAMPERS. METAL WRAPPED WITH INSULATION TO MEET CODE REQ[fIRE\IENTS.FLEXIBLE Df ICTW'ORK SHALL 2.PROVIDE WITH ANl'NECESSARY DUCT TRANSITIONS&MOUNTING HARDWARE. Z BE PERMITTED PROVIDFD THAT DUCT LENGTHS SHALL_BE LIMITED TO 14'NIANIMUM.ALI,EXHAUST 3.INSULATE.ALI,EXHAUST DUCTWORK IN UNCONDITIONED SPACE TO PRE\ENT CONDENSATION. O 4.PROVIDE WITI I ALL ACCESSORIES NECESSARY FOR A CO\1PLETE INSTALLATION. v� AND INTAKE DI CTW'ORK SH III BF\fET:\L W'RAPPEll WITH INSULATION AND VAPOR BARRIER TO 5.INTERLOCK WITH OPERATION OF KITCHEN HOOD \FEET CODE REQUIREMENTS. G.PROVIDE WITI!CONTROL WIRING FROM CONTROL PANEL IN BASEMENT TO ATTIC SPACE FOR F1 TI'RE DUCT HEATER. uj 7.PROVIDE WITH CONTROLLER,\fOTOR17_ED DAMPER.FAN W ITIi EC MOTOR.AND ALL OTHER COMPONENTS TO\FAKE A CO\1PLETF SYSTE\t. NOMENCLATURE ELECTRIC WALL HEATER SCHEDULE LABEL_(ID)\FAKE MODEL CF\f I ITR WATTS VOLTAGE PH AMPS NOTES UNDERCUT DOOR V W'H-1 Q\tARK CW'I1-1202 65 1.000 240 1 4.2 SEE NOTE 1.2.i NOTES:1.FURNISH WITH INTFGRALTIIF,R\fOSTAT 2.FURNISH WITH DISCONNECT - U EXHAUST FAN 3.PROVIDF,WITH ALL NFCESSARY IIARD W ARF V) 0 Lu ® FLOOR OR C1-ILING SUPPLY Da FUSER ~ } O W 00 RE'IIJRN GRILLE J Q� w � U� 7- 0 MANUAL VOLUME I)AMP}?R o Z l 0 =V) Z O a_ iLi 0- MOTOR OPERATED ZONE DAMPER F U 0 Lij J I--- U wZ Q Q v'w U O•]' 'I'1-17. QRMOSTAT � N Z 0 0 o- N Q 0 ' I cy- r-- I z a) � N 0 N J 0 E 0 zzW mo E o &u(3o[ )v O•o H C OD V Q H ;C O C o. G wz W U Q si pein W C� �p O _ H c a N U S a3i U U ^Z oc U Q ic Nr.,y 7"1 .•''�t '�,,. 7"` .......1 7"T 711 CD-I 75 CFM vi 7' 0 CD-1 `n 75 CFM ui ui 1 Gx 12 1 ST FLOOR ZONE DAMPER 711 Cn RR-I z 10"0J_ONE 200CFM QCN O DAMPER OU (Z C CV I6x12 UUUC 7� 0 _Z 4°0 Ext1 EF-1 0 C-) 00 UP H FN 411t FXFIAUST Z I I AHU-1 7 t 0 7"0 FRI:SI I Z :E � U 16x12 U AIR UP 0 Lu 0 12"0 BYPASS 12"O RETURN 7t1 IEONEYWELL CD-1 � Q diW/DAMPER UP O/A DAMPER 5(►CFM U m J U Q `" U w 0 HONE YW ELI. W8150 FRESI I AIR CONTROLLER Z 0 0 I� " N Q 711+ Z c: N � � NJ E 1 UNIT"A"BASEMENT PLAN IQ M-1 SCALE:1/4"=1'-0" II }� 2.0 TON Lu of N o E O•o m y- C co V y >p C U Q P_ Cuu F 5,4 ag O Lu o o p o CU-2 O - a C 1.5 TON U = r 3 U .Z o U Q �,A►t„u,uryMr4, a rr� P-.. ..�d.:••Jf• i' , rr'is FG-1 EF_1 CD-1 t. 135 CFM 65 CFM CD-1 CD-1 80 CFM 80 CFMcm CED 7rr� 7„� FG-1 FG-1 135 CFM 135 CFM EF- 7"4 vi Z 0 so > < — ui KITCHEN I IOOD W/ x INLINE EXHAUST () IN ATTIC INTERLOCK -r Z "0 DOWN I:XI IAUST FAN WITI I MAKJ• 6 J UP AIR FAN. 10"0 UP TI IRU �.rP Q ROOF Q 7"0 FRES1 I AIR J 7"0 FRESH AIR UP a� 7" UP TRI IU ROOF C 10"0 UPTf IRU ROOF. 6"0 EXI I UP INLINE FLOOD EXI1 0 FAN IN ATTIC O a"o t:xl l DUCT CD-1 O N (IIL•F-1) 65 CFM O LL } 10"O KITCFIEN HOOD 7"0 FRESI I AIR DN 7"¢FRESH 14N14 FRESH CD 00 AIR 7"¢ 0 i I-XFIAUST UP 4"0 FXI1 DUCT AIR FROM _ 1 2"0 RETURN RR-2 65 CFM A130VE Z O QT DOWN 555 CFM 1 II x MOD } 1 S u 4"0 EXII DUCT DRYFR SF-1 Z LIJ U DOWN 130X a c 0 Q C ~ � O_ diEF- co — = U V w Q J 75 CFM 7• r, > w U 7"f FRESI I AIR 7"0 FRESI I AIR DN 55 CFM a m 0 EF-1 14-%14 MAKE UP AIR GRILLE 00 6"O FRESII AIR RR-3 UP THHRU ROOF 650 Cl-M � Z r2 0 O m CN Q _ 1 AHU-2 16"FIONEYWELL Y8150 SYSTEM&. W8150 CONTROL ^`� Lo PROVIDE ACCESS 7 W FOR SERVICE. FG-1 75 CFM 7"4 J N W q "j .� WH-I CD-1 CI}I 120 CFM 120 CFM N 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT'A"FIRST FLOOR PLAN -2 SCALE:1/4"=1'-Off-2 SCALE:1/4"=1'-0" ZZ W Nd Ec' y C co U v y r >01,4 P C W U Q F O OGQ W C� ap O ~ _ V C Q N U s U t 3 P,z o U Q • •i`i�, "S,j c N Z _0 N 1 w Q' `lo"O BATH EXIT _� Q O 10"O IIOOD EXFI 7 O FRESH AIR INTAKE 1 CSl &c W/CURB CAP ROOF CA TE W/ ROOF CAP TERMMATE W/ROOF CA} � � LL 600 CFM INTAKE CURB AND CAI' O 0-4"DRY Vf:Nl' Ob 00 J � � Q NOTE ALL ROOFTOP PENETRATIONS U_ - 0 SI IALL 13F ll•IROUGI I FLAT ROOF AREA Z Z � U o Q O CL UU LU I I— N LU Q Q LU 0 p � N O�-GAS FURNACE G"O FRESH AIR INTAKE CONCENTRIC VENT TERMMATE W/ROOF CAI3 Z O 0 op N Q - � I I L0 z c: � N NJ r-- E 0\ 1 UNIT"A"ROOF PLAN M-3 SCALE:1/4"=V-0" ELECTRICAL SYMBOLS O RECESSED DOWN LIGHT OO SURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE Q LINEAR STRIP LIGHT AMPS 200 i fl WALL MOUNTED DOOR CHIME PUSH BUTTON TYPE M L 0 MOUNT 48"MAX AFF a WALL MOUNTED TWO TONE DOOR CHIME PHASE/WIRE 1/3 MOUNT T-0"AFF L) Q SINGLE POLE WALL MOUNTED SWITCH, VOLTAGE 120/240 `P MOUNT 48"MAX AFF U N O Q 3 THREE WAY WALL MOUNTED SWITCH A I C 22,000 W 0 o W e D v o `P MOUNT 48"MAX AFF U N O F y o y C C9 U 4 FOUR WAY WALL MOUNTED SWITCH p uj U Q F2 m° MOUNT 48"MAX AFF U N O CIR TRIP NO NO TRIP CIR oc p ui C a o 0 NO AREA SERVED AMPS A W G POLES POLES A W G AMPS AREA SERVED NO O 120v,MULTI-STATION SMOKE ALARM - a W O U WITH 9VDC BATTERY BACKUP =y LIGHTING BSMT(FINISHED! 20 20 LIGHTING BSMT(UNFINISHED/UTILITY) 120v,MULTI-STATION CARBON MOXIDE ALARM 1 #12 1 1 #12 2 cc Z o co WITH 9VDC BATTERY BACKUP RECEPTACLES BSMT(FINISHED AFCI AFCI RECEPTACLES BSMT(UNFINISHED/UTILITY Q U EP 21_ ELECTRIC POWER PANEL 3 RECEPTACLES MEDIA PANELS(BSMT) AFC #12 1 20 RECEPTACLES BSMT BATHROOM MP 4 #12 AFCI DEDICATED GFI(1) 4 ��►II 1111J//)ny 0 MEDIA(TEL OR CAN)PANEL LIGHTING STAIRS,MUDROOM(1 st),BATHROOM ilsti 20 20 RECEPTACLES 1st FLR BATHROOM ,o``"•�F NE�3,�'a,, FOYER 1 1� '1 Q JUNCTION BOX 5 (1st),HALL(2nd),DEN(2nd),LAUNDRY(2nd; AFCI #12 1 1 #12 AFCI DEDICATED GFI(1) 6 DUPLEX RECEPTACLE,MOUNT 18"AFF U N O LIGHTING GARAGE 20 20 RECEPTACLES ENTRY,FOYER =_ -i 7 r, RECEPTACLES GARAGE GFI(2)&GDO AFCI #12 1 1 #12 AFCI MUDROOM&EXT GFI(1) 8 °' r.' DUPLEX RECEPTACLE ONE SIDE SWITCHED MOUNT 18"AFF U N O LIGHTING LIVING,KITCHEN,DINING 20 20 LIGHTING W M ROOM 9 RECEPTACLES LIVING,FP,DINING AFC, #12 1 ' #12 AFCI RECEPTACLES W M ROOM&EXT GFI i 1 10 f,4�..•••••,•' TT GFI DUPLEX RECEPTACLE MOUNT 18"AFF U N O '�•. •`'•'" `''� DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 RECEPTACLES KITCHEN COUNTER 20 AFCI #12 1 1 #12 20 AFCI RECEPTACLES KITCHEN COUNTER 12 TV TELEVISION OUTLET PROVIDE WITH RGS CABLE TO a MEDIA PANEL FACEPLATE AND F-CONNECTOR 13 RECEPTACLES KITCHEN ISLAND AFCI #12 1 1 #12 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 8 GD(OPTIONAL) AFCI #12 1 1 #12 AFCI RECEPTACLES RANGE 16 xxx ELECTRICAL SERVICE REFERENCE MECHANICAL AND OR PLUMBING Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS N LIGHTING REAR PATIO 20 20 RECEPTACLES LAUNDRY,HALL(2ndi Z PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 RECEPTACLES REAR PATIO GFI(1) AFCI #12 1 1 #12 AFCI DEN(2nd.OPTIONAL) 18 0 C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER N LIGHTING M BEDROOM,CLOSET&M BATHROOM 20 20 RECEPTACLES M BATHROOM > INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 #12 1 1 #12 20 w KI 12'MAX BELOW COUNTER RECEPTACLES M BEDROOM&M BATHROOM AFCI AFCI DEDICATED GFI(2) GFP INDICATES GROUND FAULT PROTECTED LIGHTING BEDROOM#2 CLOSET&BATHROOM(2nd) 20 20 LIGHTING BEDROOM#3 CLOSET WP INDICATES WEATHER PROOF ENCLOSURE 21 RECEPTACLES BEDROOM#2 AFCI #12 1 1 #12 AFCI RECEPTACLES BEDROOM#3 22 GD INDICATES GARBAGE DISPOSAL V)(00 RECEPTACLES BATHROOM(2nd; 20 20 LLJ DW INDICATES DISHWASHER 23 DEDICATED GFI(2) AFCI #12 1 1 #12 AFCI RECEPTACLES DEDICATED WASHER&DRYER 24 R INDICATES RANGE I 1 O 0 REF INDICATES REFRIGERATOR LIGHTING ATTIC 20 Z CN HD INDICATES RANGE HOOD 25 RECEPTACLES HEF-1&SF-1(ATTIC) AFCI #12 1 FUTURE MAKEUP/SUPPLY 26 04 0 FP INDICATES FIREPLACE #6 50 DUCT HEATER(ATTICi Q D INDICATES DRYER 27 28 Z 0 WH-1 WALL HEATER 20 #12 LLJ W INDICATES WASHER } (W M ROOM 0 00 INDICATES GARAGE DOOR OPENER RECEPTACLE IN CEILING 29 30 W Z CU 1 GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH #8 40 OUTDOOR AC Lu Q W SIDE OF INTERIOR DOOR 31 CONDENSING UNIT J(n Z 0 32 HWH-1 Q Lu O U GENERAL ELECTRICAL NOTES ELECTRIC HOT WATER HEATER 2 --I 30 #10 (BSMT UTILITY) Z U ZD Z 0 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL BUILDING FIRE FUEL GAS AND ENERGY 33 34 0 CU_2 0 CONSERVATION CODES OF NEW YORK STATE 2020 NATIONAL ELECTRIC CODE AND ALL APPLICABLE #12 20 OUTDOOR AC CL~W Lu 3g U J Lu LOCAL CODES AND/OR AMENDMENTS 35 AHU-1 GAS FURNACE(BSMT UTILITY, 15 #14 CONDENSING UNIT _ Q = Q ~ 2 ALL MATERIAL SHALL BE NEW AND U L OR EQUALLY APPROVED Lu O LU u U 0 3 PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED VOLTAGE 37 AHU-2 GAS FURNACE(ATTIC 15 #14 1 #12 20 MAKE-UP AIR CONTROL PANEL 38 PHASE AND CIRCUIT NUMBERS 4 ALL SERVICE AND FEEDER CABLE TO BE 600V,1/C THHN/THWN COPPER OR EQUIVALENT SIZED 39 SE-1 SEWAGE EJECTOR PUMP(BSMT UTILITY, 20 #12 1 - SPARE 40 ALUMINUM CABLE EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SER'TYP APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP 41 SPARE - - - - SPARE 42 5 UNDERGROUND CONDUIT AND FEEDERS MAY BE SCHEDULE 40 PVC 6 CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND Z 7 TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS 8 ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS 0 ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH 0 9 ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT c N GROUNDING TYPE 3R MODULAR METER STACKw BREAKERS 10 CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE TERMINAL SERVICE BOXES 3,120 240 200A I 3W WIRED PRIOR TO WIRING OR ROUGHING IN ON EXTERIOR OF BLDG PAN120/240 20 1 P 3W EL PER SERVICE PROVIDER TERMINAL BOX r- 11 ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE REQUIREMENTS 120/240 V O Lo l-P 3-W NIT'C2 ( 2"CONDUIT M L O TYPE 1 ^^��` ( W AND AMPERE RATING TO SUIT EACH FUNCTION 7400 A 12 ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY Z N RATING TO SUIT EACH APPLICATION MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10.000 AMPERES CATV TEL O WITH(3)#3/0 CU RMS U L SYMMETRICAL UNLESS NOTED OTHERWISE ALL BUS BARS ARE TO BE COPPER UNIT A N 13 ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION ALL SYSTEM WIRING NOT #6 CU GROUND MP-CATV MP-TEL W �--- CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS BOND TO ELECTRIC O UNIT A SERVICE GROUND MEDIA PANEL MEDIA PANEL 14 PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL UNIT'Cl' •- ELECTRICAL WORK SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES TRANSFORMER E N 15 ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE T't CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48"AFF V 16 WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT (2)2 CONDU T WITH(3)#3/0 CU EACH -OR- 17 ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN (1)3-1/2 CONDUIT WITH(3)#600 CU EACH CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM CONCRETE ENCASE FOR POWER Co CONTRACTOR TO CONTACT ENGINEER IN WRITING PRIOR TO BIDDING FOR CLARIFICATION DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS CATV (1)1"CONDUIT WITH 18 ALL 125-VOLT RECEPTACLES WITHIN DWELLING UNITS BELOW 5 5 FEET AFF TO BE LISTED (1)RG-C CABLE TAMPER-RESISTANT RECEPTACLES,EXCLUDING WALL SWITCH CONTROLLED RECEPTACLES DEDICATED #2 CU GROUND IF#3/0 SERVICE, APPLIANCERECEPTACLES,AND RECEPTACLES LOCATED WITHIN CABINETS #Yo CU GROUND(IF#600 SERVICE 19 A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL - TO BUILDING METAL WATER PIPE 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 CD 20 PANELBOARDS INSTALLED IN HIGH-LEG SYSTEMS TO BE MARKED ACCORDINGLY PANELBOARDS INSTALLED AS PART OF UNDERGROUND SYSTEM TO BE MARKED ACCORDINGLY 2 TELE-COM SERVICE DIAGRAM 1 ELECTRICAL POWER DISTRIBUTION DIAGRAM 21 AFCI PROTECTED CIRCUIT BRANCHES MAY UTILIZE AN AFCI TYPE RECEPTACLE IN A METAL BOX AS E-0 NO SCALE E-0 NO SCALE FIRST RECEPTACLE ON THE PROTECTED BRANCH IN LIEU OF AN AFCI CIRCUIT BREAKER PROVIDED THAT RMC,IMC,EMT,MC,OR AC STEEL ARMORED CABLE BE USED IN THE HOME RUN FROM THE FIRST RECEPTACLE iAFCI 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 I� z z Ui Ea W u1 j v O 2 y_ C co U"� y >N O O C W U Q 52 ° Oui o o p o O - a N U x r 3 U ^Z o o[ U Q ��Ntruirrrr•ni�i i r r o(' Z5 Z5 a \\ TV D 1 I FINISHED z BASEMENT O I N I � W a TEL IL O t�4 cy_ CV O } I MAKE-UP AIR / MP-TEL EF I\ -I IpQ CONTROL PANEL )oo , a, MP-CATV B -0 wAHU CL 0EP . UNFINISHED �E U UTILITY i 0 Lu o SE Q W e C U m 1p N Q Q w o )0o / � I I UP I � � I � Z OS 1 co I I I O I 1 UNEXCAVATED 1 \ O 1 \ CN \ 89" Q co z Lr) � N I N J a) UNEXCAVATED E O� 1 UNIT"A"BASEMENT PLAN E-1 SCALE:1/4"=1'-0" cu z z LLJ E(C)o" y � C CD U v y d NO C p C WU Qtr �O H CO Q O O c V zu V V c w v 1.Z o of U II a WP 001101111pt"',.. 00�rlr Nf�1y'+,. \\ EF s; s Z� MASTER �WP BATH DINING EF a TV / ROOM , —— TV D C 6 C� MASTER \\ mj BEDROOM 0 C `w aTEL\I IN THE ATTIC ABOVE 'Q \ OPTIONAL FIREPLACE > /-jo OPTIONAL GARBAGE LOCATED IN THE ATTIC HEF TEL D GFP \ / / DISPOSAL ——� \ / LIVING FP J SF O WALK-IN �' Z , � / O C L s co / QHp I \ k GD ROOM / O O I )o \ i� / 11 C / \ $ w N =91Z�5 N C�' KI CHEN O 0\ .�� OPTIONAL DEN 0 DW� � � �}, v+ \ REF DEN\\ 8K ---- \\ /// \I �/ OPTIONAL � _ _— —_, \ / w LAUNDRY DEN Q \ \ 3 (off EF Q3 / GFP OPTIONAL Y D ELECT DRYER / CL �FP I Z � U I CL \ HALL ,_--- ° E O V 0 \ TRY \\ I\ Os co LINEN \�' ��' I F LLu U Q Q BATH I -70 1'TO — co \\O / w � U C)MUDROOM '� � O \ / EF / p I / I FURNACE LL cn� / '� � �/ BATH I DOWN UP _ // C� OO AHU LOCATED IN DOWN WALK-IN I / ,�5 THE ATTIC // � �/1-0 � WALK-IN Z O O / to / CL $7 O CO �3 6 ,$ k _ 00 SWITCH TO CONTROL O GDO / \ \ / _LIGHTS IN ATTIC_� N co TELD \ \ VJ TEL GARAGE FOYER `— Lo BEDROOM#2 BEDROOM#3 z � CN ::D 0 N / TV D a TV Ln vm A V, 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"All FIRST FLOOR PLAN E-2 SCALE:1/411=11-O11 E-2 SCALE:1/411=11-O11 PLUMBING LEGEND GAS TIGHT BASIN COVER VENT PLUMBING FIXTURE SCHEDULE SYMBOL ABBR DESCRIPTION "DISCHARGE PIPE TRIM CONNECTIONS s S orW SOIL or WASTE PIPING INLET SYMBOL DESCRIPTION MANUFACTURER MODEL# SOIL/ COLD HOT REMARKS MANUFACTURER MODEL WASTE VENT WATER WATER f S S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB) - - �� - - �� -———————- V VENT PIPING ��'� VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, ® PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2" 1 _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 V VENT PIPING(BURIED or BELOW SLAB) HIGH WATER ALARM `: ® SEAT,SEE ARCHITECTURAL ELEVATIONS& FLOAT SWITCH `PLAN PLANS FOR TRIP LEVER LOCATION W a VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, Z Z D o E°° LW L LAUNDRY WASTE PIPING ————Lv———— LV LAUNDRY VENT PIPING TANK TYPE, y 7 C N U Q P-1A WATER CLOSET KOHLER K-3998-0 - - g�� 2�� �„ _ ELONGATED BOWL, KOHLER K-4636 `c W Q 0 mP o Iw IW INDIRECT WASTE PIPING SEAT,SEE ARCHITECTURAL ELEVATIONS& oc C UA o Iw cww CLEAR WATER WASTE PIPING PLANS FOR TRIP LEVER LOCATION Cl c u = 5 3 WHITE,VITREOUS CHINA W/OVERFLOW, u Z Z u TP TP TRAP PRIMER PIPING CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 2"SYSTEM SEE FLOOR PLANS POLISHED CHROME FAUCET W/POP-UP DRAIN. a G G NATURAL GAS PIPING GATE VALVE cw CW DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2" 2" 1 1 WHITE,PEDESTAL W/OVERFLOW.POLISHED CHECK VALVE �" /�" iiw HW DOMESTIC HOT WATER PIPING CHROME FAUCET W/POP-UP DRAIN. `° `'�"E' J NDCW NDCW NON DOMESTIC COLD WATER PIPING WHITE,VITREOUS CHINA W/OVERFLOW,CHROME P-2B LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" FAUCET W/POP-UP DRAIN. pla BALL VALVE STEEL COVER s ova NATURAL GAS VALVE FLOOR SLAB f,..•' ' UNDERMOUNT,STAINLESS STEEL SINGLE BOWL, .h•°� 29 11"x 15 All x 7 S§"DEPTH,PROVIDE GE BALL AND DRAIN VALVE INLET P-3 KITCHEN KOHLER K-3183 KOHLER K-10433-VS 2" 21' �„ GFC325V 3 *HP,120V,1 PHASE,60 HZ DISPOSER, DRAIN VALVE HIGH WATER ALARM SINK K-8813 CONTINUOUS FEED WITH DISHWASHER DRAIN RPBP REDUCED PRESSURE BACKFLOW Y1 PUMP#2 ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET PREVENTER w/VALVES Y2 PUMP#1 ON W/PULL DOWN HANDSPRAY db OS&Y OSBY GATE VALVE P-4 ICE MAKER BOX SIOUX CHIEF OXBOX _ A TURN BRASS BALL VALVE,LOCATED BEHIND -304 FLOAT VALVES Y3 696-G1000MF ��� REFRIGERATOR,WHITE FINISH VIV VALVE IN VERTICAL (TYPICAL) SHEET METAL SAFE WASTE PAN 2"UPTURNED ZO — TMV THERMOSTATIC MIXING VALVE Y2=3" 12" OXBOX ONE WASHING EDGE.SEE APPLIANCE SPECIFICATIONS FOR N Y3=- P-5 MACHINE VALVE SIOUX CHIEF - - 2" 21' ��� PAN SIZE(S)REQUIRED.DOUBLE HOSE BIBB w TRAP PRIMER &DRAIN BOX 696-2413BF OUTLET CONNECTION ACCESS BOX W/2"DRAIN STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS. BWV BACK WATER VALVE K-TS10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, 1 SEWAGE EJECTOR PUMP DETAIL P-6 TUB KOHLER KOHLER CID 2" 2" � �„ BATH SPOUT SHOWER ARM W/FLANGE AND u LL Q FLOOR DRAIN K-1150-0-LA , � NO SCALE P-0 K-304-KS-NA �J 0-]D OED OPEN END DRAIN SHOWERHEAD. NO NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS RITE TEMP SHOWER VALVE TRIM W/HANDLE, Z Q oa M� METER w/VALVES _ K-TS 1 1076-4 I--- CN �� REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER - KOHLER E-CP 2" 2" 36„ SHOWER ARM W/FLANGE AND SHOWERHEAD. w I; PIPE UNION FLOOR DRAIN,SEE SCHEDULE. 0 C } LIJ 0 Co 3 PIPE CAP OR PLUG P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2" 2" �� �" UTILITY SINK FAUCET W/LEVER HANDLES (D Z THERMOMETER UJ PIPE CONTINUATION W Q VACUUM RELIEF VALVE J —� PIPE UP THROUGH SLAB ABOVE Hw �� LLJV) Z — BLADDER TYPE FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" - - LAUNDRY ROOM UNDER WASHER I O U PIPE DOWN THROUGH FLOOR SHOWN EXPANSION TANK HOT WATER TO SYSTEM Z Z� Z O SUPPORTED FROM OO CO PIPE RISE/DROP BUILDING FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS ELLJ w D_ oc W8T WASTE AND TRAP w STRUCTURE U ZJ r 1 U V) Q co CLEANOUT I _ _ _ _ AREAWAY CAST IRON STRAINER,VANDAL v COLD WATER AD AREA DRAIN JR SMITH 2142-U 2" 2 PROOF SCREWS $ —�6 FCO/GCO FLUSH FLOOR/GRADE CLEANOUT INLCW 1 W&V WASTE&VENT PIPING �4 WH WALL HYDRANT JR SMITH 5609QT PB - _ _ 1/4 TURN,POLISHED BRONZE,FREEZE PROOF WBWV WASTE 8 WET VENT " UNION(TYP.> �— — - WITH INTEGRAL VACUUM BREAKER BV BOW VENT 120 GALLON,240v ELECTRIC HOT WATER HEATER, VTR VENT THRU ROOF PRESSURE 8 TEMP HWH-1 HOT OHEATER WATER AMERICAN VSCE32119R - - - - 1" 1" 4.5kw NON-SIMULTANEOUS DUAL ELEMENT RELIEF VALVE PROVIDE WITH EXPANSION TANK,SEE DETAIL Z VIF VERIFY IN FIELD FULL SIZE DRIP PIPE TO ELECTRIC WITHIN 6"OF FLOOR HOT NTS NOT TO SCALE WATER 120 GAL HEATER CFH CUBIC FOOT PER HOUR iv DRAIN VALVE L SF SQUARE FOOT g N LOW LIMIT OF WORK VJ • LINO UNLESS NOTED OTHERWISE f-6"AFF FLOOR VALVE 8 CAP I FM FORCE MAIN � � LO (INV Xx'-X") INVERT ELEVATION 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL P-0 NO SCALE N GENERAL PLUMBING NOTES 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL,BUILDING,FIRE,PLUMBING,FUEL GAS,AND ENERGY CONSERVATION CODES OF NEW YORK STATE,AND ALL APPLICABLE LOCAL CODES AND/OR AMENDMENTS 2 INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE _ _ ----- _ GAS PIPING TO UNIT --------- ---- INSTITUTE"STANDARDS FOR WATER HAMMER ARRESTORS. C2M BY PLUMBER 3 LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES,SHOCK I I ________ I I PIPING TO UNIT A GABY S PLUMBER ABSORBERS,CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR S SERVICE THE BUILDING , , �, , 4 ALL SUPPLY PIPING GREATER THEN 3/4"SHALL BE CPVC TYPE ALL SUPPLY PIPING 3/41,AND SMALLER SHALL BE CPVC OR PEX 5 ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF 3'-0"BELOW GRADE. I I, ,I I❑ UNIT C2M LEFT I UNIT A �� UNIT C1 RIGHT :-[]-GAS METER BANK 6 ALL SANITARY PIPING 3"OR LARGER TO SLOPE AT 1/8"PER FOOT MINIMUM,PIPING SMALLER TO SLOPE PIPING FROM METER AT 1/4"PER FOOT MINIMUM UNLESS OTHERWISE NOTED. I I i� I TO EACH UNIT BY 7 ALL SANITARY PIPING TO RUN BELOW FLOOR,ALL VENT PIPING TO RUN ABOVE CEILING UNLESS PLUMBING CONTRACTOR( I' it OTHERWISE NOTED. 8 ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND I I I 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 3 GAS SITE PLAN-C1 RIGHT 12 CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION P-O NO SCALE BEING SERVICED Uj E 0' W Z j cl O,o O uQ y H >0 C P_ G W U Q M Q�O G d'Q CO O p a U s D 3 ^ U :z o 4"AREAWAY DRAIN Q AD oe U PIPE TO FOUNDATION a DRAINAGE SYSTEM 1/4"GASu (220 CFH) -Ya „SJ, „`.W •"t.Via.GAS DOWN TO BELOW GRADE G CW Z O a" 11/4"GAS DROP 3/4" N (220 CFH) > w T (2)2„BV-yo-————— I TW (2)1 2"HW (2)1f2"cW 2"V 4"RADON BELOW SLAB BY GC 2'W&T (9)16"HW 16"HW W CN c) 120 GALLON ELECTRIC P-6 h"CW C v) Q HOT WATER HEATER 2 V L ZCN HWH-1--� I►-� HW �!- 11/4"GAS DRO 3"S W Q 3"S—� i 1w )� (220 CFH) h"CW V) 2 H W G— "VS Q - 00 3/4"G(80 CFH) �� ) b 1111� II — P-IA h"HW i, l,,CW in6__ Milli$ h,.CW z 0 (2)2"V C CA I (1z)1fz"cw op L.L. 0 480 CFH)� TO PEX O 0 MANIFOLD %4"G(80 CFH) 11FP-2 �J HVAC UNIT 2„ HW O COORDINATE PEX PIPING TO NOT W CW RUN OVER ELECTRICAL PANEL ON U I F -----2"FM THIS WALL v) Q Q di ih Lu U o N HW PEX MANIFOLD 1"HW VALVED DROP SIMPLEX SEWAGE EJECTOR 1"CW VALVED DROP SE-1 -/ ' OM CW PEX MANNFOLD SEE DETAIL 3"S 4 i 1,. 2"W 3/4„ Z O y UU O 0 op N Lo Z � N r'cw N U � � Y4„C W EV) 1"CW DOMESTIC WATER SERVICE V) UP TO ABOVE GRADE BY SITE CONTRACTOR FP SERVICE (SHOWN FOR COORDINATION ONLY) o 3: o O ULL J 1"CW DOMESTIC WATER SERVICE 4" FP SERVICE REFER TO CIVIL DRAWINGS-� FOR CONTINUATION 1 UNIT"A"BASEMENT PLAN P-1 SCALE:1/4 If=1'-0" zzW coo E' oc y 0 C C4 V-� 1-y� j O C O W U Q F O OC p W C p O ~ _ Q a N V N 0 V �Z oe U Q �.+o'rj F NEw'4" NOTE: 2"V z ON UNITS WNVALKOUT BASEMENT, h..CW WALL HYDRANT SHALL BE LOCATED ON 3"S 2"V Q LEVEL BELOW,3'-5'ABOVE GRADE P-1 2 V�� • �'f�°'' '.:.' .�`' CW—� 3"cw WH y2 HW •i 4.1. i1. 3S 2"V 3..S •I —S �%"CW h.,HW � P-6A L— FD-B 2"W&T N 2"W P-2B P-2B 2" CW CW 2'W 2"W h"H W h'HW f Z c o—_, �•• ••� 0 ON 2"W V �2"C W � w cw I I h"HW %"Hw 2'v—• C) 36"H W 2"V—�• P-3 i 2"BV 36'.CW �fq i 2 1N f-14"G(25 CFH) Z 1"G(95 CFH) HW TO FIREPLACE O C] CW 36"HW TO DISHWASHER L1J V) O PIPE 2'W FROM 1"G 1 •• h.'V V) Z CV /2 DISHWASHER TO SINK "CW QQ �TAILPIECE (95 CFH) 11/4"G 2'W � - � 1"G(60 CFH) P-4 (155 CFH) 36"HW 14"G(25 CFH) �HW _y G G ,,,, G P-� V) O i 36••Cw c— cw 11/4"GAS(220 CFH) R1 _^ � - 2"LW � s ��) (13)1f�'.cw 2",W&V� P�FDA /LL O "CV1I iiiiii CW • V O I O h"HW t� "T' TTy? Hw Z I Y4.'G(40 CFH) • 111, /2"G(20 CFH) Z _ U y2"G(20 CFH) (g)1�2"FiW m O P-1 4"RADON _ 4"RADON)/�--------J 32S"V (2)2..V_�i • L LLJ .. (2)2..V f q 0— —cw- 2.W P-6 • U J Q < 2'W&T 16"H W w (� "Hw L——— P-2A� III cw I h"cw • 0—— �w N 3z„Cw o— Hw 1/2 cw • CW" i I cw 36^Cw 3"S • P-1A P-2 P-2 2'W 2'W&V 3"S 2"W&V 3/4"G(40 CFH) b �-1,. ••• •••�--h"V o 3"S 2"W /z Hw >- 2'W&V �'cw h"CW 7- TYPICAL FOR 2 TYPICAL FOR 2 \\-Y4"G(40 CFH) \,-Y4"G(40 CFH) O O Q F-- Z LIO � N � O� cw N ^` DOMESTIC WATER METER �1 MINIMUM 12"AFF W/SHUTOFF VALVE START OF PLUMBING WORK�� E DOMESTIC WATER SERVICE DOWN TO N BELOW GRADE BY SITE CONTRACTOR —/T 3/4"CW WH O\ 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"A"FIRST FLOOR PLAN P-2 SCALE:1/4"=1'-0" P-2 SCALE:1/4"=1'-0" J zzLu ago E 0To 'y C� U H ;ON c p GW U ac O1O OL QLu CO O a)0 O - a U = r 3 U ^z o U Q ........... 2' t j;�•.: ..ram r I 1--3"V PIPING RUN t IN ATTIC SPACE t Tf _1 zv fz V _ t t�. Z I o I N 2"„-- --- -- uj I I I "il�2"„ No I Z o I Q N 2"LV-0- +- 3"-4 O b 00 _ L 4"RADON 4"VTR�� O t t - ---o -4"RADON VTR - 0 ,n u 2"V u 4 r2- -i O Z O 3"V PIPING RUN co �IN ATTIC SPACE rL Lu I FY J 2-- I Lu 0 N I I Z O 0 I� op N Q LO z c: N ::D 0 N J r— a) E O% 1 UNIT"A"ROOF PLAN P-3 SCALE:1/4"=11-0" In 15'1711E YIY:YE OR 0A eac� KINGF1 V RM NTla mom Ill TI+F r Maxon E� O 914 la•"(w o n 1t9 n, I nc lo'MIXFO uo , IZ � 111 f13 ns 1 .va+IMK p CLUSTER A'-23.25,27 LAVENDER LANE 9 JASMINE LANE - UNIT A P X � , SITS CLUSTER e'•14,W8 LAVENDER LANE , F CLIM b'-8,10.12 LAVWNYR LANE RYE B 12 -15.17,19 LAVENDER LANE ROOK 7 N Y■ WATER SUPPLY fn f16I} t�� CLM CLUSTER r-9.11.13 LAVENDER ANDER LANE STATIC PSI: 50 PSI � ' `®lam rll EeA+ CLUSTER T-2,4,6 LAVENDER LANE RESID PSI: 40 PSI h g 1 S1461�Q-2.4.6 ROSE LANE fls n3 ns �.+-t[L+am CLUSTER*0 FLOW: 1050 GPM rn Its ns nf+ -10,12,t4 RUSE LWIl CLUSTER V-3A7 ROSE LA 19 ow a CLUSTER*s•-16,1820 ROSE LANE fit p4 ,1 �17 112 p -� CLUSTER T-9,11,13 ROSE LANE� Ito ��-21.23.25 HONEYSUCKLE LANE 11s 110 - n•10 1E11 FK WOW(M) CL R Y-15,17,19 HONEYSUCKLE LANE t2 911 CLUSTER Y-9.11.13►IOlI YSLOLE LANE a((w��alTr Its /�f'A In� CLUSTER'L'-3.5.7 PR11R'J5E LANE HOOD SCREW KIB I t�? \\\ \\\ CLUSTER•a►'-8,10.12 PF49ROSE LANE � � \\ \\ � 14 M CLUSTER sac'-11,13,15 PRIMROSE LANE ��j \\\ \\\ F� p n r " ^119 rw(er m, SLITERNG-2123,25 J�SYINE LANE NFPA-13D GENERAL NOTES >f ny PIPE \\\ \\\ I+s Loma as acsol ��-13,15.17 AWINE IANE \\\ AS 1TI IIDSI R011:1lLUY 1� "%1 <�f 11 agE -7.9,11 JIIW lAH MIME CF II 11SM LDPB 511 b- J14 f15 �L�T��O('-2,4,6 JASMINE LANE 1O SYSTEM DESIGN-RESIDENTIAL AREAS(WET SYSTEM �-- \\\ PIPE \\\ p ^\� 1S n2 SPaINKLFR SYSTEM IS A HYDRAULICALLY CALCULATED WT SYSTEM Qom\\ \\ 14 113 fly CLUSTER w 1,3,5 JASMINE LANE PIPING HAS BEEN SIZED USING A LIGHT HAZARD DENSITY OF.05 GPM OVER MOST REMOTE 4 SPRNKLIR$ OFFSET HANGER \\ \\\ n t h Itl y09 fll A Il3 CLUSTER�j'-4,6,8 MULBERRY COURT p \ f9 CLUSTER nAa'-3,5,7 MULBERRY CW OFFSET HANGER \\ � IS IN A COMPARTMENT!t91+G RESIDENTIAL SPRINKLER HEADS. /l\\\ •� p f1 MAKWM SPRINII00 HEAD SPACING-324 spt WO OD TRUSS OR BEAM J r\\\ w00D SCREW trill x,t:'J \\\ f f10 P SYSTEM OESip1 PER N.F.P.A(13D(2010 EDI11pN) \\\ w000 TRUSS OR BEAM \\\ a r--E11Ei16 Itr Maxon p p w1>:wl O PIPE MATERIALS L= ALL PIPE AND FITTINGS ARE BLAZEMASTER CPVC. OFFSET HANGER DETAIL HALF SMAP HANGER DETAIL - 3 CONTRACT INFORMATION NT.s nZrs WM UNDER THIS CONTRACT CONSISTS OF THE FOLLOUNIG DESIGN AND INSTALL A WMVG SP WAIR SYSTEM PER PF.P-k-13D 2010 EDITION -DRAFT STOPPING SHALL BE PROVIDED BY THE OWNER IN ACCORDANCE WITH THE I.B.0 2003 EDITION. T. 0 LIQ)6f�/O Qt➢ �� � G 1 -BATHROOMS 1 THAN 55 SOFT SHALL IN COMPLIANCE MATH 1T$IECA)tIEYNEI+Ts of NFPA-13D SITEPLAN, �---- ,y N.T.S. COPY ALL BATiNR001t5 ARE NONCOMBUSTIBLE SHEET ROCK MTH A 30 MIN THERMAL BARRIER. / ! 1 I T �/�y /� -CLOSETS LESS THAN 24 SOFT.SHALL BE IN COMPLIANCE 11ITH THE REOJ:REYENIS OF NFPA-13D '/ _ 1�, - T ~- {�--_ �~i IQ B•011E VtYE CH OF8 93 0@�/•�� K,W�©�V 1 ry /- CLOSETS ARE CONSTRUCTED OF NONCOMBUSTIBLE SKEET ROOK WITH A 30 MIN.THERMAL BARKER -ATTICS ARE NOT USED FOR STORAGE AND oo NOT CONTAIN ANY FTA<,Flft£D EQUIPMENT. ,• Ac��L®yy p WIRED FOR REy ON D -n - - ES ICE - - - - L NOTES TO THE OWNER Y i _ I'll f SHED PER NFPA / T 6 9'MAINTENANCE i I� I I , B�ISE�IEI ll 6 9 1 THE OWNER SHALL BE RESPONSIBLE FOR THE COND T ON OF A SPRINKLER S•S-EM -_ - 1' AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING COND T ON 6 9?SPRINKLER SYSTEMS SHALL BE INSPECTED TESTED AND MAINTAINED IN ACCORDANCE -- � �' �• �WITH NFPA 25 STA 1DARD FOR THE INSPECTION TESTING AND MAINTENANCE OF 1' ! 0-10L5 C WATER-BASED FIRE PROTECTION SYSTEMS =- I LE� A 6 9 THE RESPONS B LITY FOR PROPERLY MAINTAINING A SPRINKLER SYSTEM S THAT OF THE _ t' o t O + - - - /A OWNER OR MANAGER WHO SHOULD UNDERSTAND THE SPRINKLER SYSTEM OPERAT 0'. _ • ``-� } FOR FURTHER INFORMATION SEE NFPA 25 STANDARD FOR THE INSPECTION TEST NG AND MAIN i EIJAt'1Cc / _ _ _ _ S- _ _ _ i' - -— - 01 OF WATER-BASED FIRE PROTECTION SYSTEMS __ •I - _ - - - ADDITIONALLY _ IV /� 1)YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO I I 0 J O i PREVENT THE WET SYSTEM FROM FREEZING _ C 2020 'YOU SHALLI c E r - YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO MAINTAIN _ ` I 1 0 ,.�� it ' fi s k T' �. x'#�..3-� ° `• `�'_, �� 3 F THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WA,' THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLYILDIN A )E RT 71, if VILLA PA" MENT BAT- or,cur Ima'w om artrw 1;LYE Dw aK*A wERMI tilim 9ETDl /' f <I 1 -•— I! r a ;%f -- - .. .. tIr CIUX 1111m'24r l;tW LTOED tot 03M RISER WNW SM 2, - wt tYPE Flag wKK sin PiIS4R ma at r TEsr/tIR111111I DYE OL - r ABM=I 45111111w WAI Oln tE1tt1DR AQaBY will c,r IT am my ote 11w FDIDK A XTEI MI LOU wDfS // - I _ ---- --- - - /f' I -t �� L• / /T / - -� - I �//5 Ip/� r as MM�501111I118.nal Ol t I(TECtDi ASMY 1r, YY 1010C B1riBatT'k1Q IIW CaIEIw A KiER14 GIEfA S>ItDIS r am tllTm IMTW 101111H DIED DI:iE m ASSDBY,nil � �T�N��, / � ✓ /� j SDI'MfD dRtM 1E4YES TKU M"A KIBaMI AF(6 SKIQIS iC� \I �r / SD! ` LY NCKU Mom Ir S> T&rTFOL wk*IW taut A wERwL UWD Sa•o STAIF 14! �..- nr YTL'fW MIDE1'24r QM Bain Zat OXX 00 ItAIIFU D Will I - _f ' - YNE TYPE f1Dl SIEIDL WO RIESSI!K dl!<f A 1•TEA/13MI ULE �• :'i-- _ �/ a9✓�*1 J / Lae 902 t0 UIIEXCAVATED �5,0 60a F C V F y - - o T , - oo JI� lY VCMIC 1�1'Mr SDI 0 BMUOU 1N1E TIME COIGK A KfE M EVO SIM ur as TO SLFRY SPfKIIEFRS -- - a-, __ I // t1r MCKK rma'14r GIM TJQD tat 13111111110 FW WOW M � 'K TYPE SIM go PIMK"A I•T SI/0"M1E 2'171E SEIM WER&MY LIE - - - / o IY xCKU 111101 74r GIIOX DOER Zat OOMf n FW WMM Milt YIIE rrK IlD.4aaL 1tAlER 11a3511I rMLIa It I*TEA/aM YRYE �` - - / L 1 J PERMIT# M f, LF or vaw lom'72r gumw-mL IrAYE Tlw M4*A KIElm LWO 91EEa - - ` -,/ - -F /" - —--_ // . - / �I IEXCA.vATED / �r,t)j YTIxNEI IaDE1 30•amOaNCDIitC IiEAtOA � �%' -_ --- -�T _ - --� DATE A P P ��1 E NOV 2 3 2020 nowr Zeal lam vsMJW DM DICK IETECMR ASHY mH _ — X,ED IREY OLY�IW IX"A WObk tAIM 91aDES r- / / ELEVUNIT V2r� UNIT'A UNIT Vi L BUILDING INS TG diage of Rye Brook,NY FLOOR ELEVATIONS BASEMENT TO FIRST FLR.=9—6 BASEMENT FL OOR FIRE SPRINKLER SYSTEM RISER DETAIL FIRST FLR TO SECOND FLR. = 10'-2° FIRE PROTECT/ON PLAIV N.T.S. SCALE:14"-1'-0" SYMBOL LEGEND SPRINKLER HEAD LEGEND 1 All pipe ocations are to be field measured prior to fabr ca•,in Whethe•or not Indicated on the dra%vings the fokowl no-temp a•r tc be orov ded JOB INFORMATION SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN ana Installation by the sprinkler contractor Head Cabinet soave heads and head.rrencn per N-PA 13 - _.__ ::,_._. PROJECT:KINGFIELD DEVELOPMENT NEW Q �.::=:..::I �:._ 'E9::I•.:;._-_=::::::p.S-'. =:_:::_:_.:I M 2 Al d.mensions shown are end to end Provisions for flushing Connections and draining o`at o�pe OF YD REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE �!r GENE 9 ['•�] :_tl_.::_.'_-.•:::. CONTRACT#:0000 3 High temperature heads are to be field installed where required Inspectors test connection shall ue orovioed fo eacn sysle-n �V A _ GENERAL REVISION 7r26'17 CITY:RYE BROOK STATE:NY ZIP:10573 4 Al Aloes and hangers are to be Installed per NcPA 13 Hyd auhc Identifrcatior olates E NrPA!:•eq lltea sI ns `Q��� �. •1 [A+ o :_-T:.•:::lr::_::: :fir:.:::;::-I.•::- :•._.- :-1 ::.;:::=::Sr:=:._: CLIENT: ARJAM 5 Gr oded wet systems shall provide a rellet valve per W=PP 13 47 y W cm ) =='T == CONSTRUCTION:WOOD T LTD.W GROUP PHONE:19141 761.250 _ ■ 6 Al ne:.oiping IS to be hvdrostahca0y tested at no less!na 200osI It Is Iris building oshers respc lsibiGt,too ae aoequa!e nea to a a eas in Ens + ® 9•r.;-7: _�`:-: .:I:.I.:=C •.7:: a:"'••• • ? :,:___._.___. _-_._ ADDRESS:S INTERNATIONAL DRIVE•SUITE T 14 for 2 hours or at 50psi in'excess of the maximum Dressure budding protected by a!et type sorin<le:sister•a 1c•fo-a %ale•I,ed s:ropey DI a valve= � f '' -''' OCCUPANCY:NFPA 13D v�nen the maximum pressure to be maintained is in excess of 150 si ands stem risers!o do type s-stems p �2 /-o- -=7= C ;,°:•= "`:a.= :';-7=: :_.r--;I -l:,• CITY:RYE BROOK STATE:NY ZIP:10573 5 INDUSTRIAL PARK PLACE,MIDDLETOWN.CT C5457 A quick opening device is required when drys stem volume exceeds Al.oressure shall be rlarntainec or.all do tyoe systems D an ap roveC automatic air u. D78T2, P� �/� 7 '- SYSTEM TYPE:WET tE� q p g q y P O.0 Oe� DATE; 2712017 FIRE SPRINKLER CONTRACTOR CONTACT P.860.632.8053 F;660.632.8054 500 gallons oer NFPA 13 compressor or plan;air system specificalt.approved for and capabie o`awomai,cally ROFESS` �- DESIGNER:CHRIS JUDD PHONE:(860)398.5024 WWW.MACKFIRE.COM IL 8 NFPA 13D apply as regJired maintain ng the required air pressJre 0 ] �====='=:=-r:si=1-I: AHJ:PERT CHESTER _ t� o, r=r11 :-I=-I'1: T:-A.TAIL 5�=E-' Tc-._T•iis J-e. FIRE MARSHAL EMAIL:CNR15�MACKFIRE.COM LI:E'�SCE. -4=23' VA:=C 2C494 rti.C__��" KINGF1 V PM NT 9 &JASMINE LANE - UNIT A RYE BROOKS NY■ 7-7 - WD DECt OR - - - BLUESTOI IEPAVEP - - - 1 DR III IG ROOM / Ilia i - LIVII IG - / ►==•T =—z - ROOM / 2'CONTROL VALVE AND ALL UNDERGROUND PIPPING IS BY OTHERS MUCK ARE PROTECTION'S CONTRACT IiZ"DRAliLIC DESIGN i / + 1 =� v �-- // BEGINS AT 2*ARE SERVICE WATER LINE LEFT INSIDE r-tx.t n�,I,x � I A t• _ THE 81lSENENI. -a_; r - / j a I _ IY lP f1OY DE-.` c .■�' E 9-6] ) HYDRAULIC DESIGN CRITERIA j + // --a.r� �g� t. - ,',_ I r U�10�Si:RYQ ttA1ER��, / _ ,fA _ —— No KM RE aisom ROOK(6'r Mmw Density 05 / ' // , - �Or UP tRinl r Ca11Rol 1411E tM Q!OOIIL WIPER SirDZIr t Spacing VARIES / / --- eD. 602 / ' /-� _ - i 1K TR WER F1DI S1 M�Dt M K Factor ----_ - - _ Hose Allowance 4 9 / . /• r �- - �-ie r U11110 M tie SUM wot LK IP ter A -t ` n '-5' C L _ Trio tfAtFD E►cto6wE(Eu attt%) This System is Designed to Discharge i / % m / / � -,y' a. C L C yi/ 9+' am ML at a Rote of 05 GPM per sq ft of Floor Area Over a Remote Area of ✓///i/i/i// //// PA 2 Sprinklers when Supplied with Water 1 / RN OCR�� • M,i M U ! at the Rote of 34.7 GPM at 42.2 PSI at the FP 05DWIGE IW Y -- /^ /Jz z - o 1 J14 - , uP W Df T / swu RM - - / r uIEERatouo sie Sutra go uE oo� FOYEF Nn RaD K 81151O D RIXR(er DTHM - / -- r=M vtvl Im MCAIur two No a IN 1YR on rIA No(En Ono , � ►b / , � r 111cualUD rie smum as uE IF iDo rEA1ED EQaS1RE(BY DnE>is) / r nw==MI / GAPAGE C r 11EM11R0 FIE SI MQ WER uE bon 6 / No Trio DE wo moat(if IIIERs, RHc FSTOI IE A■713K W ISLA i IElb M PUCE 1#ti1 OCD■e NO MDR MD=MY A -— - UNIT'A" DE AIAa1O FADi WE NO sllME IE,ID 1111151 IE BAtrtstm OK instil:SPRIIKIR PPE - = UNIT C2 UNIT C1 NEE ROIr tlau AU su nut trot no DE Roar _ _ r aamrat WE m11 M MK WIPER 911101 e - ,• ,. ow I+>{aam nm snmt(Err a-4t6 1- IMM ML Ao ODE PIEr'T so 9 1t i •� - r 11O10 tie W Mfi 80 uE tP —UW cam I SIA0 - om Wall IRODSIIe W 014yo 2'CONTROL VALVE AND ALL UNDERGROUND PIPPING — IS BY OTHERS. MIACK ARE PROTECTION'S CONTRACT BEGINS Al 2'ARE SERVICE WATER LINE LEFT INSIDE fir 17 MM FWW THE BASEMENT. OMPA"OK Cox RLSa)DMt rnaM tEloor DCOlr Sptiwam FIRST FL OOR FIRE `— Am FIRE PROTECTION PLAN INSULA T/ON DETAIL FOR ALLSPRINKL_ER SCALE.'14'•=1 IN OR ADJA CENT TO UNHEA TED SPA CES IV Ts. 1 At pipe locations are to be Geld measured brio'to fag ication '✓`lhether o'not Indicated on the dravnngs the following Items are to be prov-ded SYMBOLLEGEND SPRINKLER HEAD LEGEND DP.AHING TITLE FIRST FLOOR FIRE PROTECTION PLAN JOB INFORMATION SYMBOL DESCRIPTION SYMBOL DESCRIPTION PROJECT:KINGFIELD DEVELOPMENT and insiallauon ay the sprinkles contractor Heae Cabinet spare heads and head wrench per NFPA i3 ._J.:____.__,l- __1,=_,_ ,_s___t _,._i_,:._ry,:_ _I Y [At dimensions snoVrn are end to end °rovisions!or hushing connections and draining of a p,pe OF NEW y0 CDNTRACTR pDDD REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE `•, 3 High temperature heads are to be held Installed vrhere reg.nrea nspecto''s test connection shag be provided for each system �fi uGENEp 9,f GENERAL REVISION 726 17 CITY;RYE BROOK STATE:NY ZIP:10573 4 Ali pipes and'hangers are to be installed pe•N==A 13 Hvdraulic identification plates&NFPA 13 required signs „/Q �� , [►20 Q =_I•: ::•:1_r: :_::.:_=._.-._',:--I.._='::. :I. J y u" aos t0-o) ,':C' :=:__. CONSTRUCTION:WOOD CLIENT:THE WARJAM GROUP PHONE:19141 761 2500 5 Griddea wet systems shall provide a retie'valve per NFPA 13 h - rn ►q �'w o® :]J:7:= •. =:1 =_:__=:1::l. =C: .7::;=_.:==1':._ I:= LTD. 6 A!new orping is Ic be hvdrostati:ally tesied at not less tnar ZDCos s the building owners responsibility to provide adeauate neat fo•a'areas in the � D z __ ADDRESS:5 INTERNATIONAL DRIVE SUITE 1 14 for 2 nours o-at 50ps it excess of the maximum.pressure bu ding protected by a wet type sprinkler system and to,al',—raze;frlied supply pipe vases r ,S �j f :,: = OCCUPANCY.NFPA 13D CITY:RYE BROOK STATE:NY ZIP:I p573 e when the max-mum nressure to oe maintained is in excess or 150:)s ano system risers to dry type systems I•:-_ ;I: =:::.I-:'-•;I:=.. =r:._r a==._' _INDUSTRIAL-ARK GLACE•NIDOLETOWN,CT C6457 N 3, 2� <u _ _ SYSTEM TYPE:WET 7 c curer o enina device is required vrnen dry system Volume exceeds pressure shali be maintained on all d type systems by an a oroved automam a cr a76T P� -01/`$ I'..•:- a q } n'�p P DATE o3 27 2017 P'860.632.8053 F:860.632.8054 Op O� FIRE SPRINKLER CONTRACTOR CONTACT 50U gallons pe Nr=cA 13 compresso,or piant air system spec,f,caiiy approved for ana capable o•automatically ROFESSt !':'I.-�"= WWW,MACKFIRE.COM 0. 6 NF=A 131;appl•as requr-eo maintain no the requirec air pressure 0 ] -I-_...:.•:•'-1:o:l r.:: AHJ PORT CHESTER DESIGNER;CHRIS JUDD PHONE:(860)398.5024 f� o+ 'I=.-I'=:J':.t;1' TC-A,THIS SHEET:• TCTA T,i�JGE: FIRE MARSHA, E-MAIL:CHRISeMACKFIRE•COM ___\__�' -. •L_2;• Nit:==• 2=4-4 RI:CCC347 KIN F1 V PM NT 9 &JASMINE LANE - UNIT A RYE BROOKS NY■ HYDRAUI.IC DESIGN CAI,'.\REA Pb: �l•.C:r,Nlt 1•-1(K);t HFI7Rt c)wI t•• HYDRAULIC DESIGN CRITERIA HYDRAULIC DESIGN c-\t c•\>zl•\e< 5I:LY,N 1,11 IN iR Density 05 NIA;rl•R 4FDRrtvA Spacing VARIES K Factor 4.4 HYDRAULIC DESIGN CRITERIA Hose Allowance - HYDRAULIC DESIGN Density .05 r•\1•\Rl•\MI 'Yt This System is Designed to Discharge Spacing VARIES CF ND FI 00kr,rn,7•I:x Itr•I,xuui,r at a Rate of 05 GPM per sq ft _ __,�V _y;, K Factor4.9 of Floor Area Over a Remote Area of - r Hose Allowance - HYDRAULIC DESIGN CRITERIA 2 Sprinklers when Supplied with Water at the Rote of 32.2 GPM at 43.8 PSI ,t_ This System is Designed to Discharge at the FP l)6CIM NODE S• / at a Rate of L05 GPM pe,sq It Density .05 / of Floor Area Over a Remote Area of Spacing VARIES 2 Sprinklers when Supplied with Water K Factor 4.4.4.9 of the Rate of 26.3 GPM at 36.3 PSI Hose Allowance — - of the FP Ix50URGE W S' =a ,•0,�: _:,.34 This System is Designed to Discharge of a Rote of os GPM per sq ft ------...__..._.__ -._-..---_---_—._ --- -------•—•__---- -- .--�• - - of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water at the Rote of 28.1 GPM at 39.8 PSI - / at the FP DMwM 100E T MAST=R BAT-i HYDRAULIC DESIGN MASTER ,• / ,'ALC AR%%0 ', '✓ to ® -- - ------• BEDROOM lr:\I I tt\l' HYDRAULIC DESIGN CRITERIA i r• J I '! WALI II! CL Density .OS B'�• '1 _ — Spacing VARIES K Factor 4.g / C UP MM PC� p♦ --— Hose Allowance - / 1' �'_ DE-1? / r• �— ,� u; � HALL This System is Designed to Discharge �I r t / at a Rate of 05 GPM per sq ft ;f � 9'-0' S{Y",4- / ,• of Floor Area Dver a Remote Area of + -- 2 Sprinklers when Supplied with Water at the Rate of 44.4 GPM at 45 1 PSI K at the FP 0e9DWQ W Y / r ✓ 4 / LAU!IDPY lot / Ulf LEI! 8 STAIP t• J BATH 4 1 , /'� ,• I % � _ ' ,III®•_ �� `___=-: -®F f --�• - - _ ---- - � J,�� e�,a� / / r J I 1• i kt/AL! oo / / - / rc, + I 4 I/ ' I / ool 01 i / _ Gr i BEDPOOM BEDRcrOM#3 V141`�. o ol / r' � -- ---- - — � 4 z ——- --- NOTE. - --- / !' / / In °ALL SIDEWALL SPRINKLERS ON THE SECOND FLOOR SHALL BE LOCATED AT 0'-7'BELOW THE CEILING - - z L_-_-" - �' UNIT"CZ" UNIT'A" UNIT"Cl - SECOND FL OOR FIRE -FIRE PROTECT/ON PLAN SCALE.'14"=IV- 1 All pipe locations are to be field measured onor to fabrication Nhetner or not Inaicated on the dra•.fings the following LEGEND SPRINKLER HEAD LEGENDg Items are i�be provided DRAWING TITLE:SECOND FLOOR FIRE PROTECTION PLAN JOB INFORMATION SYMBOL DESCRIPTION SYMBOL DESCRIPTION and installation by the sprinkler contractor Head Caou7et spare heads and head wrench pe NFFA 13 N>`W Y .1•:.. .. ..' '.= :I FIELD DEVELOPMENT 2 All dimensions shown are end to end Provisions for flushing connections and draining of all p pe O O REVISIONS DATE: ADD AL DRIVE Fi GENg 9 C'��] __�'_:. CONTRACTZ:DODO PROJECT:KING FIELD High temperature heads are to De field installed where required. Insoecto s res connection s�aP be Provided for each sys'em �C v A ADDRESS:INTERNATIONAL P • ("1 ==•I'-__-11:_:=:'•= =_I•:._::•:;:.0 :•5:::.:_r,_.:.._•:;;==1.._= .:.•.�_;�__;___�• GENERAL REVISION 7:26 17 RORCITY:RYE BROOK N STATE:NY ZIP:10573 M 4 All pipes and hangers are to be Installed per NFPA 13 Hvcra.il c ident fication plates o NFPA 13 required signs j ri," *' n \ R� so-ol -__i, CONSTRUCTION:WOOD CLIENT:THE WARJAM GROUP PHONE:(914)761.2500 5 Gridded wet systems shalt provide a relie'valve oer NFPA 13 . ti ._ LTD. ■ 6 All new piping Is to be hydrostatically tested at not less than 200psi L Is the bullamg o.ine s respo lsioihr}to aroritle adequate heat to*al areas m the z ADDRESS:5 INTERNATIONAL DRIVE•SUITE 1 14 auilding ote� ci f .. - for 2 hours or at 50 sl In excess o`the maximum oressure p p• -teC by a vie?tyor=spnnrle�system and for al ware•filed supply pipe valves c. •'•-' - '- OCCUPANCY:NFPA 13D e 2 __- - __ ,...__ CITY:RYE BROOK STATE:NY ZIP:10573 c p p when the maximum pressure to be maintaineo Is a excess o.1 Opsi an system users to dr,type syst_ms <v �/� r•:ts:: _ •:.I: '• C.' •--`'r..=: _:'•'-_" _INDUSTRIAL ARK PLACE,MIDDLETOWN,CT=5457 M 7 A quick opening device is required when d system volume exceeds " iautomatic sic a7e►2 P` SYSTEM TYPE:WET q p g q dry ds Mir p•ossure shat be mal^,tamed on a.1 dry type sys.ems o}an approved air o,,R \o"� --:-�' DATE:03/27l2017 P;860.632.8053 F;860.632.8054 500 gallons per NFPA 13 compressor or plan!ar system specificatl aooroved to,and capable of automatically OFESS =I=_=1 J=:.- FIRE SPRINKLER.CONTRACTOR CONTACT 8 NFPA 13D apply as requved manta n-•o the required at--pressure O ] =t====�;=:::•r•1•==�-_t:: AHu PORT CHESTER DESIGNER:CHRIS JUDD PHONE:(860)398.5024 WWW.MACKFIREXCIM IL I-=. 1011 1rF:':•I•..I..I.I Ta*p,T.+IE S EE-' T--'a.THis JCE: FIRE MARSHAL E-MAIL:CHRISPMACKFIRE,COM CT:F'-4_23' 2=4:4 i,�=__G, FIELDWORK COMPLETED: June 23, 2022 FILED YAP REFERENCE. Subdivision Map of "Kingfield" F.M. No. 29210 filed August 30, 2018 Subject Lot:95 Known as 9 Jasmine Lane Town of Rye Tax ID: Section 129.025 Block 1 Lot 1.53 Legend AC— Air Conditioning Unit ©— Sewer Cleanout CRW— Concrete Retaining Wall ® — Curb Stop Water Service . \ — EI ec tric Box .� ®— Electric Manhole o\ >a _ Gas Valve ?\ 0 2 n - - Ligh t Pole O:;A O ©— Telecommunication Box j. 3 ®— Transformer Pad 9 4 $ O— Water ValveCb < �0-5roi •�• O co N O o\ o O Ares 2,451 Sqv Ft. ._ - \ r orne L4 To date, no Title Report or Abstract of Title has been provided. This s p survey is subject too N `\ \ a SEP 13 2022 current, up to date Title Report. N ,, c) \ o Property corner monuments were not laced as :� O� A�0 5 � 9y����': '�L- BROOK i'-P�RTWENT part of this survey. -o ..._..�..,. �.,.-®�,..,: to 96 This map may not be used in connection with a Ir -o Survey Affidavit or similar document, statement or mechanism to obtain mBuilt a titleinsurance for an o A s Survey subsequent or future grantees. co Jasmine Lane Unauthorized alteration or addition to a survey map bearing a Licensed Land Surveyor's seal is a violation of Section 7209 sub-divisionUnit .9.5 2, of the New York State Education Low. Prepared for According to NYSAPLS policy adopted January 23, Sun Inc. 1993, the alteration of survey maps by anyone other than the original preporer is misleading, Who to A7 t1f'fMe confusing and not in the general welfare and benefit of the public. Licensed Land Surveyors shall not alter survey maps, surveyplans, or Town of Rye P survey plats prepared by others. _ Westchester Count New York S T{y' 1' 20' Dsto ENGINEERING, SURVEYING 8c GRAPHIC SCALE scsl►e Ady 24 2022 5} !- LANDSCAPE ARCHITECTURE, P.C. 0, 20 4 '0 3 Garrett Place • Carmel, New York 10512 JEFFRE Y B. D eR OSA, L S Phone (845) 225—9690 • Fox (845) 225—9717 ASmffU1LT___ New York State License No. 050 749 www.Inslte-eng.com DOCUMENT Q2022 In si to Engineering, Surveying &• Landscape Architecture, P.C. All Rights Reserved. (IN FEET) 1622 7.200 1 inch = 20 ft. L o t Maps/Lot 95.d wg