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Home My WebLink AboutBP21-009'PERMIT #�/ SECTION TYPE OF WORK JOB LOCATION OWNER_ �,� CONTRACTGR_� E,ST. COST _X/ca #� TCO # I i_ � • � � �:`�.'�/� .� '�. �iir ► /,ram �� / � � � / ,. INSPECTION RECORD FOOTI N G FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING/ GAS /® SPRINKLER �/� ELECTRIC LOW -VOLT ��L---yyy ALARM AS BUILT FINAL �,i� a I �0l � lack- r�° - r l� OTHER APPROVALS ARB BOT PS ZBA OTHER THIS BUILDING MUST BE POSTED WITFI A PERMANEM CONSTRUCTION TYPE IDENTIFICATION 51GN; V FR PRIOR TO THE ISSUANCE OF A C/0, AS REQUIRED BY NY STATE LAW. FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR pWELLING UNIT AS-BUtLTIFINA� SURVEY RP NAL NSPECT ON .� / 1f 20� l VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK No: 22-169 Certificate of Occupancp This is to certify that V 1. 9Y c.� '8rco k, Pa'VMers � Lc of, kvem' k- 7 having duly filed an application on 20 Q requesting a Certificate of Occupancy for the premises known as, 15 L.JQsm i r) !s Lane , Rye Brook,NY, located in a T)U D Zoning . a5 ). 49—, District and shown on the most current Tax Map as Section: Block: � Lot: and having fully complied(Jwith the requirements of the Building Code and the Zoning Ordinance under Building Permit No. I " OD % , issued Ld 20 021, such authority and permission is hereby granted to the property owner to lawfully occupy orr /use said premises or building or part thereof listed under the following New York State Classifications, Use: R J/ 6k7(f - Fam LConstruction: for the following purposes: Q ,h a 3/ ` J J• I eod base Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FINISH APPROVED FOR USE AS A SEPARATEAPARTMEN 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 h 'ght a made,no 11 the building be moved from one location to another until a permit to accomplish such change has n b ined fr in Bui ing Inspector. Building Inspector,Village of Rye Brook: Date: NOV — 3 2022 19 4tm ClmtkwmaW VILLAGE OF RYE BROOK MAYOR 938 Ring Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.aebrook.or TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE November 3,2022 SC Rye Brook Partners LLC c/o Warjarn Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 5 Jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.49 This document certifies that the work done under Mechanical Permit #22-031 issued on 3/2/2022 for the installation of a new gas furnace,a new condenser and related ductwork has been satisfactorily completed. Sincerely, i Michael J. Izzo Building&Fire Inspector /to .City 4.nV JJ iy 1, c•t,vu^L i Am ail zatmaW 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.or TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE November 3,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 5 Jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.49 Mechanical Permit#21-015 issued on 1/20/2021 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit,has been satisfactorily completed. Sincerely, Michael J. Izzo Building& Fire Inspector /to R D IECIEME D ��`` For office use onI Q BUILDING.�EFRTMENT PERMIT# O 7 OCT 2 6 2022 VILL',ACt OF RYE OK ISSUED: /—c'40-4i 38 KING STREFT;'RYE BROOK, YORK 10573 DATE:/tD—�o-Xl� VILLAGE OF RYE BROOK 19 -06 , O-� FEE: 4 (UJO PAIL) BUILDING DEPARTMENT ��ro�.Q 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 «r«««•♦s««s««•s►rasru•srrr•ss«ssrssrrr«•ssss♦sss•rrss••s«•♦srrrr•rrr«•««ssr♦«««srr«r•asr••««•sr«urrr►«r«srr►r«rrs«wr«sr«r• Address: S�Rsm 1�1 k, t-kN 'L- N y 10S?-3 I OD Occupancy/Use: (us Parcel ID#: 171 .26 - 1 - I.4G Zone: k t� D WNr aM Gtti;O Owner: SL e to aeyc> - PAe-W BLS, L LC Ad 'ess: xk w/rST e-*,T> SVk 326 WV Wi IcHrcJ-3 P.E./R.A.or Contractor: Sk N Q,g �l��lL(,D rMfGl�j-Ad css: C�lr Person in responsible charge: bU I l.L 1 Wft1 el k N L Ad ress: 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 I t-1,I F((Yl a I It µ L- being duly swom,deposes and says that he/she resides at -3� wwD km I aw "A (Print Name of Applicant) (No.and Street) in S i arnr%D�� in the County of (�at 0t it-i--o in the State of e 7 ,that (CityrToen 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 g L,Z 3D •0 D for the construction or alteration of: PE(J"1gG►'ti�i� S t 1�111,�G �P+�lYl l (�� IGLLI fJh W 1 Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or pen-nit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-1 O.A.of the Code of the Village of Rye Brook. Sworn to before me this 2--to Swom to before me this w day of CI C- t , 20 'L-L day o 20 21— Signature of Property Owner ; Signature of Applicant tA�V,Ltar c v�Jtt�t�lESS SARAHAARNDT Ww—lam Print Name of Property Owner Notary Public-State of New York Print Name of Applicant NO.01AR6435014 Ay� Qualified in Putnam County My Commission Expires Jun 21, 2026 Notary Public N tary Public QyE BRC�k. w � ',,�B • 19t32 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.ors - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : t5 A S•�l\N� v ' '`L DATE: I k 1 -2- PERMIT# C)oe- ISSUED: P Z�4Z SECT: C �S' z BLOCK: LOT: C w�LOCATION: � ��^-'` Fl N�S��` OCCUPANCY' Z'j � ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION % REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ ROSS CONNECTION FINAL OTHER Q�E QR(Zj�• O�` tim 7982 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 --- - - - - - - - - - - - - - - - NSPECTION REPORT - - - - - - - - - --- - - - - - - - - ADDRESS:- l Z- LAI DATE: PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: �� f 1 OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: �J ROUGH PLUMBING {] ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BR(��• O�` tim 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR 2'ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: PERMIT# ISSUED: ' I SECT: 1 LOCK: / LOT: / LOCATION: OCCUPANCY: 1 ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BR(�k, O� tim BUILDING DEPARTMENT ❑BUILDING INSPECTOR Q,'ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK �f❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - 1-2 ADDRESS : `�1'� ` DATE: I t �22- PERMIT# ` (r' ISSUED: SECT: 2 BLOCK: LOT: LOCATION: ----OCCUPANCY: 1 ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: 9 ROUGH PLUMBING [}' ROUGH FRAMING ❑ INSULATION 0- NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK 0 FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER it »m � « 7 � $ } ��cz co cz � CZ } % � Qj � u § cz S ® z� O � w \ 2 � j ? 0 2 C7, » a u ° 2 k04 / - 7 d E 2 W4 t51 9z 2 / $ { Q » 2 2 E a. . . § 5�)zo f . - � � � . .. t t ¥ \ / 8 ƒ 6 �QyE[1RC��• o W � t� '9a2 BUILDING DEPARTMENT BUILDING INSPECTOR �❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET• RYE BROOK,NY 10573 (914)939-0668 FAx (914)939-5801 www.ryebrook.org - - - - - - - - - - - - - - - -- -- - INSPECTION REPORT - - - - - - - - - - - - - - ADDRESS• ' 4— DATE: I PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: _19 —CfAc� —LXZl-- ! 20— ; ►-- OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED FOOTING CA.LT El FOOTING DAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION �� `` ''�w, ❑ NATURAL GAS A�-L L.Q —�►/v, �� ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL 7` �-1 Z.S ❑ OTHER i1 Z— BR �c II 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.: �� 1( 4� DATE:{ PERMIT# ISSUED: h ''SECT: !"BLOCK: LOT: LOCATION: (�C, Ur�\ 1 OCCUPANCY:} ❑ VIOLATION NOTED THE WORK IS... ACCEPTED El REJECTED/REINSPECTION� ❑ SITE INSPECTION r _ REQUIRED' D'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 1 6 QR�k: 9a2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR 09ASSISTANT 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.ore - - - - - - --- - - - - - - - -- - INSPECTION-REPORT - - - - - - - - ---- - - - -- - -- ADDRESS.:— ' v �' " ' i Q- lam" tiq DATE: l r PERMIT#{��'c: ISSUED: SECT: BLOCK: tj LOT: �t .LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS� ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION -[]"UNDERGROUND PLUMBING (`cggq. - ((��--''NOTES ON INSPECTION: ❑ ROUGH PLUMBING C. 1- 7- nlp ❑ ROUGH FRAMINGe- ❑ INSULATION ❑ NATURAL GAS t ❑ L.P.GAS ` lC ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ PINAL ❑ OTHER , 1 } Q�E DR(��. O� tim r 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.Mbrookorg - - - - - --- - - - - - - - - --- - INSPECTION REPORT - - - - - - - - - - - - --- -- - - - ADDRESS Ll t DATE: `� l 7Z 7 PERMIT* ' (9 ISSUED: I 7 SECT: BLOCK: LOT: LOCATION: ,� G� u OCCUPANCY: G'f ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION Q( UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK �. ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BR(�� Y 1962. BUILDING DEPARTMENT Cl 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 - - - - - - - - --- ---- ----- �l � zl DRESS.: V DATE: PERMIT# I.SUED:}�Z SECT: � 2 -LOCK: LOT: LOCATION: \� U�` 1 OCCUPANCY' ❑ VIOLATION NOTED THE WORK IS... ®ACCEPTED _ ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION / REQUIRED ❑ FOOTING (` ❑ FOOTING DRAINAGE / n^ �r FOUNDATION U'j` ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P..GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER u�yE 6AC�. . l �9az�� BUILDING DEPARTMENT ❑BUILDING INSPECTOR M- // SISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK / ❑CODE ENFORCEMENT OFFICER 938 DING STREET - RYE BROOK,NY 10573 (914)939-0668 FAX (914)939-5801 www.ryebrook.org, - -- - - -- - --- -- �11P PECTION REPORT - - - - -- - - - - - - - - -- - - - - j ADDRESS: �i l t�� DATE: e cx)- I ^� PERMIT# `�'_ ISSUED? zp- SECT L I� BLOCK: LOT: `i J LOCATION: ✓ u y , OCCUPANCY: `v U ❑ VIOLATION NOTED THE WORK IS.:. Q ACCEPTED ❑' REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED Y 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 Y/ a Vd 41,6444;C;4- tat � � a N ua N o o Li ►Nn� a W l en � H 00 00 ^ J M.y W W (n I-1 a t x ac z x � N � ri oo ^ Q v z A wINC x z � 5 CA _ Y a+ oz � � o z Z W W W z � A N Q 8 �, Cd � o Z a d N 1- 8 �-• p A a w a A, uca ( 4� iiaGr D IE C EE �W F DD BUILDING DEPARTMENT AUG :- 2 2 222 ] D VILLAGE OF RYE BROOK , VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 BUILDING DEPARTMENT (914)939-0668 www.i-vebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: 21-009 EP#: p�a /(060 Approval Date: AUG — 3 202 �5�( pp Permit Fee: $ � Approval Signature: Other: Application dated, 6-24-22 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. I.Address: 5 Jasmine Lane SBL: 129.25-1-1.490 zone: PUD 2.Property Owner: SC Rye Brook Partners I I Q Address:_5 International Drove Phone#: 914-481-1531 Cell#: 914-761-2500 email: 3.Master Electrician: Denis M. Fortino Address: PO Box 713 Rye NY 10580 Lic.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortinolab-enterpriseelec com Company Name: Enterprise Electrical Consulting Address: 3881 Danbury Road Brewster. NY 10509 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage 5.31 Party Electrical Inspection Agency: State Wide Inspection Services, Inc. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned frther 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 o e m is day of ,20 day of ti Signature of Property Owner Signature of Applicant Denis M. Fortino Print Name of Property Owner Print a of Applicant Notary Public Notarg0*01VIELILL0 Notary Public,State of New York No.01ME6160063 Qualified In Westchester County -ommission Expires January 29.20Z 6/232022 STATEWIDE INSPECTION SERVICES, INC. 1:1 Main Street, Fishkill, NY 12524 1 email. • • SWIS JOBAPPLICATION tel845.202.7224 • 1•21 SWISNY.com I SWISTraining.corn Office Use Elect.Permit# _ � Date Bldg Permit# Utility ID# j a 1-ovY Final Certificate# City/Village �� Zip % v5 Township County �E7( Address H/�� Cross Street Se t�C Block G' Lot/f Lr_1 Owner Name/Address(If different than above) �jj��v)i D n�j�,�� Contact Number 0 Basement O 1 st FI. 2nd Fl. 3rd Fl. More Than 3 FI. ❑/ Gar/a•geel K^a- Attic Outside Residential Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1P 3P #Meters #Disconnect Underground a New Reconnect lam d ❑Overhead Change Visual Re-Inspection Safety Re-Inspection Re-Inspection Additional Information 64_ Kai 40 l-b05df AUG - 2 2022 VILLAGE �=F 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,M at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other Inspection company.The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name eLy rkA: A_ lg - I - Z Signature Address City/State 4 Zip Code License# 5/ Phone# 5 ZG State Wide Inspection Services 1080 Main Street Fishkill, NY 12524 845 202-7224 Phone 914-219-1062 Fax STATE WIDE INSPECTION SERVICES Email: offlce@swisny.com Service With Integrity Website: www.swisny.com BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Enterprise Electric Corp. SC Rye Brook Partners LLC PO Box 713 5 Jasmine Lane Rye, NY 10580 Rye Brook, NY 10573 Located at: 5 Jasmine Lane, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP22-166 129.25 1.49 Certificate Number: 2022-7026 Building Permit Number: BP21-009 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: 5 Jasmine Lane, Rye Brook, NY 10573 The Basement, First Floor,Second Floor,Attic,Garage, and Exterior were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation,as set forth below,was found to be in compliance on the 24th day of October 2022. Name Quantity Rating Circuit Type Receptacles 71 Switches 43 Incandescent Luminaires 13 LV Under Cabinet Lights 03 Recessed Luminaires 43 Range 01 Dishwasher 01 Exhaust Fan 01 Furnace 01 Electric Heater 01 Dimmers 17 Disconnect 01 200AMP Name Quantity Rating Circuit Type Meter 01 Electric Water Heater 01 HVAC System 01 Panel 01 22SAMP 42 GFCI 13 Smoke Detectors 03 C/O Smoke Detectors 04 Microwave 01 Refrigerator 01 Disposal 01 State Wide Inspection Services did not perform a Rough inspection (Rough Performed by WREIS). A Visual inspection and Final inspection were conducted only. 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 Ch in cl z � 5 f � w W M Od a. C1,14 M�•I � "�' F ram.. ua � m x N oz Acow F � � H d u ON c r7 z C7con, I••� pC � �,,,� �L � , M � z - F I•�I L� a Q Fes., = m W F q � n o a o w " x •• C4 3 9 a v� Wz F- w Z Q N O 4 ° 8 � .. A o. w Im 4 .� ml GT. 2 e tw446a4U16 ; UUto U t:tr4-:4r44t.t.4.4;4i4444U4$AU469 r4t646t4+044 1 E D BUILDING DEPARTMENT D E C E� V VILLAGE OF RYE BROOK JUN 2 9 2021 938 KING STREET RYE BROOK,NY 10573 (914)939.=0668 FAX(914)939-5801 VILLAGE OF RYE BROOK www:ryebrook.org BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR 0FFI( F: I SF 0 I.l BP#: 2&09 FP#: Approval Date: o2 ;_ '� Permit Fee: $ Sam L Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated,06-28-21 is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment, wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. 1.Address: 5 Jasmine Lane SBL: 129.25-1-1.490 Zone: ROD 2.Property owner: SC Rye Brook Partners,LLC Address: SC Rye Brook Partners, LLC Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address:PO Box 713 Rye, NY 10580 Lic.#:E-51 Phone#: 914-760-5226 Cell#: email: dfortino@enterpriseelec.com company Name: Enterprise Electrical Cons Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to be _ e this Qh % day of ,20 day X ,20 Signature of Property Owner Signatur Applicant Print Name of Property Owner Name of App��t n Notary Public Notary Public SHARI MELILLO Notary Public,State of New York No.01 ME6160063 Oualified in Westchester County Commission Eynires January 29.2n 3/21/19 5 5Pi Westchester Rockland Electrical Inspection Services, Inc. « Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 j8UILDtN1Q kPERMrT;)NO, TEMP# DATE C ORVI iAGE ZIP E.- TOWNSHIP TY.� STR D ROAD J G POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION L T OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'q NAME AND gS ,F . �j A � //A �„�/,�1 HOME TELEPHONE NUMBER CURRENT SUPPLIEWBY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT 1"FL. 2-FL. 3-FL. VIL GE OF YE BROOK REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: tol /1/!U �rld�-C�f"C!✓�i2�x�Da2s c�,c.�L� a- THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPUCANT DECLARES THAT THERE IS NO OPEN APPUCATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY WREIS,INC.IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW❑ ADDITIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND❑ Lu I I I I AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. i M1kME OF COMPANY DATE OF APPLICATION [SIGNATURE OFAr------ -., 77roo 5 TELEPHONE NO. C�?C E ll��//r ' ZIP 6'Op LICENSE NO.WHEN APPLICABLE �/ �/ f 00 N No No :t1 M N N N a UO 14 L 14 y ao = w W �'1 x ` N ^in cr, Z O A � v H I.00N W Q � z O C4 z - co O V� W 'S r U O V a o �*4 u z os � (A W Z z M O � f z Ln r r--1 00 I1 � • � � 0.�. ovt O � 5 � ti AG r. z z z 0 -D � � W z wo� w oa H o of o z Ln � a p EC ENE NE yE, [1Rnv� BULL E MENT DEC 2 9 2021 VIL E OF RYE OK 938 KIN I;l RYE B_ ,NY 10573 VILLAGE OF RYE BROOK (914)9 6 939-5801 BUILDING DEPARTMENT c.or PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: Q2 l 09 PP#: C2 �— �D Approval Date: D E 0 ] Permit Fee: $ 2X40-6k Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, f f.-2gj 2/ is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work i//ll be in conformance with a pplicable Federal,State,County and Local Codes. I.Address: S,1ClSMv`� C ' too SBL: '" — Zone: PU 2.Proposed Work:��Jr�(��r� .c� ( Y\ �� l�lY i k b 3.Property Owner: SL ILU b f 0oiL QQ( t I(S L.LC Address: � ,, ►E 4 S 9 — lu" y 1a�/ Phone#: 14S00 Cell#: �,O&C email: -�-WtQ j2 4.Master Plumber: 7� 1 t,3 e1:co fL Address: Lic.#: %0 Phone#: 77133 -(>60 Cell#: /email: I 1 rY11Jt . o-N Company Name: tjQbt!ASIL:t ��i�Mlo,rtct� 4}% 10pol:ruh Address: 'IOA r 51C--*3 I Imc INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement ` I Ist Floor \ 2nd Floor 1 l 1 1 3`d Floor 41 Floor 51 Floor Exterior 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) O -I �� 3/21/19 STATE OF NEW YORK,COUNTY OF WESTCHF.STER ) as: Pratt 1 mebrasl.y _,being duly sworn,deposes and states that Ire/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 -Aumi ►M C onlya ob- for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,eta) That all statements contained herein are true to the best of his/her knowledge and belief,and Utat any work performed,or use conducted at the above captioned property will be in conformance with the details asset forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this 3 ( S Sworn to before me this day of l c ,20 a f, day of ,20 a-U s5k� . - __ Signatu f rty Owner Signa� lica J DI.4.i;uf S _Paul NtalYQSk.�-1 Print Name of Property Owner Print Name of Applicant 6 �A War v Notary Public A Boyd Notary Pu li A�bitc, Os of Now York No.01B06166307 QWAW is 1Wttkb@SW County Cotauion May 21,2W-2 0:i,3 This application trust be properly completed in its entirety and must include the the legal owner(s)ol'the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. WENDY J ABBAGLIATO NOTARY PUBLIC-STATE OF NEW YORK No.01AB0378708 Qualified In Orange County MY Commission Expires 07.30-2022 3/21/19 in i Y O uo ' (y N �1 odC `� F- 5 3 06 C is "� �'•�'� € c O v N -.• S o � � � � � � i�i Z � ti. [ Onow /1q 00 F >u ON �J O ��r V1v � EL O CIO., GT N� M N �. 0 < e w a GL � �D � • C i VLi ,y P.i i1 � V• � = V � C OU, 161. w �'" 3 C� Z � � `'' � � ry � vw � avo'a •� O 00 ~" Wes•• O w,U o c o o CL co V C z s c •> o ON 00 `sue •7 W �; f u �, ° %ILL U �G Oar• Q r r < >u ,� u Q G H chi � .. �+ � � � y O C•y T � M.1N E a a�i E� , ' Q 3 z U gga b � � Q G� v v BuILPINC..dkkXRTMENT Dip VILJET E OF RY OK �► NOV 192020 938 KING RYE B NY 10573 (914)9 39-5801 VILLAGE OF RYE BROOK W BUILDING DEPARTMEN r APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: � Approval Date: J AN 1 9 21 ' //-Oc MP#: C n -0 Application Fee:$ Approval Signature: —_ Permit Fees:$ _ Disapproved: Other: Application dated:_��, _-is hereby made to the Building Inspector of'the V illage of'Rye Brack N Y for the issuance ofa Permit to install a Fire Suppression System as per de?diled statement described below. I. Job Address: S l;vlt_ Qy�(3�ti,�y Parcel I.D.: lack .a.5-1 -1.tiq Zone: 2. Proposed System(Describe system in detail including suppression agent): 3. Number&"Types of Fire Sprinkler I leads: L+3 4. N.Y State Construction Classification: 5[3 N.Y.State Use Classification:gD_ 5. Cost of Installation:$_lM}t.DO (Cost shall include all labor,materials.fixed equipment.professional fees,and materials and labor which may be donated gratis.) 6. Property Owner: '� l(yc_ �roc>)L Pcr-t-r es--:, Address:Rn !-_Sk r-c Xt ,,WAX \p a o+-dk�-5 Phone# �� -56a1� Cel I# - - -----email: -- Applicant: okc �:,rc-. Q�(�i f,or�_ Address: 15 „01 Fs,. PtEWC Mida c_-t- Phone# ��t;,3a_�g� __-Cell#f,860 -yc}la, email:L�c,,, IN-, pn,a,cy�;re e�m Architect/Engineer: Address: 5.9 Macir,S4rtx_t- �vike_�Cf'i T�=hn+.t-1A oa.1219-mm�'r Phone# Cell# -------- email:. U General Contractor: �ur� 21� ��e lot YY1Cw��c��n��ddress: m.. Qv A.\1e \UC Pou.�1yt !j 1�,Sr t+ Phone# 84r*, 8 5- 466 Cell#_ email: -I- 12.8.16 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCI IESTF.R ) as: 2 ,�1ao ,being duly sworn,deposes and states that he/she is the applicant above named, (print iame 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,&ti J;,, rsi&eerlar!% 11or 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 Unifonn 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 K" day of , 20 day of 'b 1 20 l Signature ot'Property Owner Signature ol'Applicant Print Name ol'Property Owner Print Name ol'Applicant Notary Public Nota ublic MICHAEL SILVA A0IAer OUBLIC MY COMMISSION EXPIRES OCT.31,2022 -2- 1_'81(, ■ • N o o � �a� N N N W � � u 'o x 15 a o: y x � � ON � � � a .. v U N o .� b ;,p� ' —u c E� O $ y 0Z Ln o a! A ¢ a00 I-T lo co ;t (o r'1 i Qas Q O H oo �! U W a` ^ M? ° � g3a U w VLn �j Z C IL+ H M 0.4 MIn z U } pq H F� � s xj av oG F o zZ g �w . Wa4 'Z w � ✓^ pc ° w � Cia .. O o V a 'n ►"'� 0A C7 A o un BUILDS PARTMENT3D VILC E OF RYilftOOK FEB :2 :8:20:22] 938 KING�W ET RYE BROOK,NY 10573 4 -0 VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OF ICI !Sl� ONIN: PFRMIT#: "k-9-o3 Approval Date: MAR — 3 1027 Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)& Workers Compensation Insurance on a NYS Board form(Form#C105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL = $100.00/unit• COMMERCIAL = $350.00/unit. 5. Inspection by the Building Department for removal and/or installation.(48 hour notice required) 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dated, 21,9 is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County, State&Federal laws, codes,rules and regulations. / 1. Address: S J C M 1 r c Ci Cl1C SBL: �aa:,i -�. �1 Zone: Kpjp 2. Property Owner: S P Q I f oye r l Address: Phone#: Cell#: email: 3. Contractor: C6 ►J Address: c Phone#: - 7Q 0 Cell#: 20 3,Ar�3 email: Jt&%b a pit• e 1 ,4 r h 4. Applicant: t I q''k'v Address: 154 do A 1/ Phone#: Cell#: email: 5. Scope of Work:New Installation(jp•Replacement( )•Removal( )•Other( ): 6. List Equipment: k i f-qfqee CO n.�wJ a v 7. Location of Equipment: &f n,,,- 8. Method of Installation/Removal(list all equipment needed to perform job): )4'1 / Y`t e 1 8/12/2021 STAg, fIt'rW YORK,COUNTY OF WESTCHESTER ) as: v'D ,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 10 l.-a 1, k for the legal owner and is duly authorized to make and file this application. indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of ,20 day of ,203:J Signature of Property Owner Signa f Applicant Print Name of Property Owner Priqt 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 9/12n02t 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.0 when tested in accordance with ASHRAE standard 193 • Approved for Twinning applications (0601410 through 1202420) with accessory(order separately) • Approved for Manufactured Housing/Mobile Home applications (0401410 through 1202420)with accessory (order separately) • Low NOx units are designed for California installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 ng/J NOx emissions requirement. TOUGHER • Flame roll-out sensors standard • Adjustable heating blower OFF delay m • Factory set blower ON delay • RPJ`" primary heat exchanger • Stainless steel secondary heat exchanger • High temperature limit control prevents overheating uiustraeors and p rodti aphs are Dray vary. mauve Some produq models may vary. • Direct ignition with Silicon Nitride ignitor iHigh uaftt�corrosion-resistant, prepainted steel cabinet tWARNING AIR 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 installaton outdoors. This furnace is designed for use in manufactured • Simplified,factory installed internal condensate drain system (Mobile)homes when an optional Mobile Home accessory kit is door removal and secure installed. • Innovative knobs for easy Failure to follow this warning could result in personal injury, attachment death,and/or property damage. • Factory shipped for natural gas,with propane gas conversion kits available • Four position- upfkow/downflow/hodzontal (left/right) installation oE$ °ti • At least twelve different venting configurations ENERGUIDE • Through the casing flue pipe for ceunterflow or horizontal w-MFieUw~011ci.n(� applications with accessory (order separately) • Concentric vent available Tc cR r l F\Ev • Self diagnostics with super bright LED NJ • Slide out heat exchanger and blower assembly -I —� LIMITED WARRANTY * r+% ea% W% 117% • 20 heat exchanger limited warranty • 5 year parts limited warranty it- With timely registration, an additional 5 year parts limiteda. , CERTIFIED * For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for ux a m.AHRI C-bf d TM wa,�.m m• 1.rt nx• n ti»poii m Fa other applications. "aft•,—r—,kar—a vow wwa go to bry Dry Efficiency AFUE Cooling Capaclty Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) Upflow/Hz Downflow Q.5 In.w.c.(125 Pa) Inches(Millimeters) lbs(Kg) N9MS 0261408A 40,000 96.0% 95.0% 400-775 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 120(54) N9MSE0401410 40,000 96.0 95 0% 625-905 35 x 44-3 T16 7 29-1 889 x 361 x 123(55 N9 040171 40, 95.0% 650-1050 35 x 1 -1 x -1 889 x 445 x 1 1 T— N9MSE0601410A 60,000 95.5% 95.0% 6 5-113 3 x 4 t x -1 (889 x 361 x 7 9 0601714 60,000 96. 9 .0% 650-14 0 35 x 1 -1 x 9 x 445 x 7MF---lU—T6-5T— NgMSE0801716 80,000 96.0 810-1 x 17-1 x -1 9 x 445 x 750) 154(69) 9 S 0802120 80,000 96.0% 95.0% 1335-1970 35 x 21 x -1/2 889 x 533 x 750) 162(73) 9 1002114 1 .000 6.0 % 915-1545 35 x 21 x 29-1/2(889 x 533 x 750) 169(76) 9 1002120 100,000 96.0% 95.0 1345-2065 35 x 21 x (889 x 533 x 169(76) N9 1202420 120,000 96.0% 95.0% 1320- 1 x -1 x N-1177889 x 622 x 186(84) 9 1402420 140,000 96.0% 94.4% 1290-20 x 1 x -1 889 x 622 x 190(86 Spedkebom am•ur,pd to chwW rNnout nolim 440 11 4403 05 12/3!18 NXA64 Performance Serie o HEATING& COOLING PRODUCTS ® Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 11/2 THRU 5 TONS SPLIT SYSTEM 208 / 230 Volt, 1-phase, 60 Hz REFRIGERATION CIRCUIT =ems •Scroll compressors on select models •Filter-Drier supplied with every unit for field installation •Copper tube/aluminum fin coil EASY TO INSTALL AND SERVICE h • 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* ma °'NER Y'W AR aeey,eo w r.tocy oW to n�eA ENERGY STAR trtria for a>tgy alkiatcy rMwn • 5 year compressor limited warranty o °°";°"°; Howftmr in aftow • 5 year parts limited warranty (including compressor and n Pmdud VaAd Y the coil) awgng and arc lam hstn,mars Fadue to cmnrm • prWer cwge and airflow nay n30tx.+e enQgY efl—" -With timely registration, an additional 5 year parts limited warranty (including compressor and coil) * For owner occupied, residential applications only. See 1, , warranty certificate for complete details and C u` US restrictions, including warranty for other applications. LISTED Use of the AHRI Certified TM Mark mdcates a m hutactufer's oartiop&ror:r the program For vernccatlon of cartihemion for rnd^ndual Droducls. 90 tc w ahnd,rectoy c,c; Model I 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 1'12 18,000 11.8 20 28-11/16 x 25-3/4 x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 17.7 30 28-5/16 x 31-3/16 x 31-3/16 147/ 183 (719 x 792 x 792) (83/67) NXA630GKA 21/2 30,000 16.8 25 32-5/16 x 31-3/16 x 31-3/16 188/153 (821 x 792 x 792) (85/69) NXA636GKB 3 36,000 17.5 30 28-5/16 x 35 x 35 204/ 165 (719 x 889 x 889) (93/75) NXA642GKA 31/2 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 32A 50 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/127) Soec,ftcaCrons wtnect to change wdho�!not- 421 11 6201 05 5/17/19 Ue . hestco m el' D EC� COML ego�: AUG 13 2021 1 ID George Latimer VILLAGE OF RYE BROOK County Executive BUILDING DEPARTMENT Sherlita:miler,Dill Connnissioner of Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13329-21-DCDA Application for Backflow Prevention Device Kingfield Development 5 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 . Resp ully, WTalor, 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. i:nsp. Rye Brook File + • • ' 1-00) ROSE RECYCLE Department of Health 25 Dloore.%venue Mount Kisco,NY 105 19 (91 1)SG I-T'"1(; I`;1\: i91 h 41:1-1G91 NEW YORK STATE DEPARTMENT OF HEALTH CERTIFICATE OF APPROVAL FOR BACKFLOW PREVENTION DEVICES This approval is issued under the provisions of 10 NYCRR, Part 5, Section 5-1.31, and Chapter 873, Article VII, Section 873;707.1 of the Laws of Westchester County. Log No. 13329-21-DCDA Facility: Kingfield Development City, Village, Town: County: 5 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. D. THAT nl+'f'nrl h p +^^ d t t + th '� "„ b I `I prevention �+. 1 it i a cc �i Ices .,ackflow revciluvl I 2'vice tes er eSi c avvva acne 0'vVi 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 aad'registered iri 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: _aw DATE: August 2, 2021 Delroy Taylor, P.E. Assistant Commissioner vE:v'�'ORK a:Als:,934R"TUF-k7 7F F�cTK �r�u rf1 :Mflme Rater C—i.g,y>pra,�n Report on- Test and Maintenance Empire Stab?lace�%urmng T�>.nsr.�xn.'�f C , ern NY 122r. of Backf9ow Prevention Device P1ed5e uSe a s3 ror die year c1L7�� par3te form fir eaci� dewics initial fiat jorep 4 aatlra b.-P Ac+.nual W-C,JM Wv-II&A NPj ?ubdo Water sapcw cawtr L.V i I Location of 71wta Addt'eSs -1,:s \US 13 street qty I Dorm Manufashtrrr Type—'RPZ Model Size in inches) Serial Number ctre*valve rri_I I check valv*No.z otllarentW�sr,rs Retlef Ltn w Pna��.�i ! �—n valve 1 Test Leaked _.ealo:d J Opened at paid Date I before capatr C; r Vrit _,Ic?wst tkft-Q_ � m� �— i Pressure drop stress first checit v3Ive N�4 M D Y i paid Dasvtbe Repaired by I mpabs No Name n%itertets used Lic 4 o..((A ►J l/i tJ/lit Date repaired_ m M ❑ Y Fraat teat Closed tight Closed tight Opened 3l psid Dee Pressure drop across first l pq p Y check valve 3. 1 paid Water Meter Number Meter Reading Type of Service:(chedrlrie) 9 Domenc Rre other Remarks(Describe deficiencies:bypassm,outlets before the device-connecbi between the device end point at entry,misskV or inadaquaie atrgaps.acre) cartt5cattOm This device � meets, Ll does NCT meet,the requirements of an a ble containment device at the time of testing eby I her certify the foregoing data to be correct. Prkd new Certified Tear No. re E-pMan Cate Pro rty owners(or cwner-s nt)certification that test was performed: Pm f>drea Title Telephone CeTCfiwt'on that indaftatton is in accordance with the approved planes (To be c*rn;;Wod by the dealgn wgineer or archhed ur water -PRO-.) l hereby certify that this kistatlation is in accordance with the approved plans Name Russell Palucci rrne Engireer t>u. VoTeUs Ic Z Z, his Dort L-g# Ucense Number 78721-1 phone(845 )2M-EG4o m d 9 �33aQ'Zj-0201" RepresenCng nine SclutIciris, LE7 ansu rig engineers Oascrine minas inaMllaBnn ^ddine. 140 Prficeton Drive 1E-�w F DD City Shelton Stale CT Zip D6484 Signature 49 RFmT 2 6 2022 an ofta damp, ed oopy b pn heap partmerl rewespnta;na ono ono copy to nw avatar wD of won Days 7 ' wg Savrm. N.et owner and vela,supplier.ma>edlately i1 devl�e mils:art and rope.Dermot-mmaciatay r*ads. VILLAGE O F YE b K 5 Jasmine Lane Rye Brook NY o� OCT 2 6 2022 jD 2015 IECC Energy I �- VILLAGE OF RYE BROOK Efficiency Certificate BU1L-SING DEPARTMENT Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 0.30 Door 0.30 0.30 CoolingHeating& Equipment Heating System: Heil#N.msE1nn212nA 95.5% Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Jobe Leonard Date: 2/19/19 Comments D [ECIMWIE Envelope Leakage Test OCT 2 6 2022 DD Testing Company: Technician: Name: ProChek Name: Frank laconetti; VIL[,AGE OF RYE BROOK Address: 100 Mill Plain Rd Credentials: BPI BUILDING DEPARTMENT ------ Danbury,CT 06811 Email: info@prochek.com Phone: 800-338-5050 www.prochek.com Building Information: Customer Information: Project ID: 4570-5 Jasmine Ln Rye Brook NY Name: Address: 5 Jasmine Ln Address: 5 Jasmine Ln Rye Brook New York Rye Brook New York Geo-Tag Data: Latitude: 41.048217 Longitude:-73.692633 Timestamp: 2022-10-1410:55:10 Measured Leakage: 1.94 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 4570-5Jasmine Ln Rye Brook NY Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,049.6 (+/-0.6%) Effective Leakage Area: 62.1 in Building Volume: 32,436.0 ft3 Enclosure Surface Area: 3,447.0 ft2 Coefficient (C): 92.6 (+/-4.6%) Exponent (n): 0.621 (+/-0.013) Correlation Coefficient: 0.99979 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 69 OF Post Indoor Temp: 69 OF Pre Outdoor Temp: 57 OF Post Outdoor Temp: 57 OF Altitude: 188.0 ft Time Average Period: 10 seconds Test Date and Time: 2022-10-14 11:03:15 2000 e Depressurize — E 0 1800 Y 700 a 600 Q 500 c 400 °c 300 200 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa Bldg (Pa). Adj Bldg-(Ea) Fan (Pa) Flo cam). Con fig Baseline 0.1 -60.0 -59.6 -59.7 -43.1 1,191.2 Ring A -54.0 -53.1 -53.2 -36.8 1,102.3 Ring A -48.0 -47.9 -48.1 -32.7 1,041.6 Ring A -42.0 -42.0 -42.2 -28.2 967.6 Ring A -36.0 -35.5 -35.6 -216.5 871.2 Ring B -30.0 -31.1 -31.2 -181.2 797.9 Ring B -24.0 -25.4 -25.5 -139.2 700.0 Ring B -18.0 -18.8 -18.9 -96.5 583.9 Ring B Baseline 0.2 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial#: 6006 Calibration Date: 2020-07-01 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.8.0 (206), © 2021 The Energy Conservatory, Inc. Page 2 of 2 Building Permit Check List&Zoning Analysis Address: J� �� N r yW SBL: L 2 cl • Z S l — 1 ,c G`� Zone:��Use: Z O Const.Type: Other. Submittal Date: I-L Z Z-0 Revisions Submittal Dates: Applicant: G t� `�� o o Nature of Work. f�`P�A G 1:�. t �4 Ej N—,7E'S wig Reviews:ZBA: J A N 1 9 2021 PB: BOT: Other. OK ( ( ) FEES:Filing .S BP: IL,G-R-r. C/O: 2E G ': Z 4aD. ( ) (. Y APP: Dated Notarized: ✓ SBI_ ✓Truss I.D. vCross Connection---' H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO: Long. Shore Fees: N/A.- SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. ( ) ( ) VEY:Dated: Current: Archival: Sealed. Unacceptable: ( ) GLANS:Date Stamped Seale `J Copies: y Electronic Other. (� (J�License: Workers Comp: t�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. I-LV.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. (� ( ) 2020 NY State ECCC: N/A: Other. Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. ( )ARB mtg.date: approvaL• notes: ( )ZBA mtg.date: approvaL• notes: ( )PB mtg.date: approval• notes: REQUIRED EXISTING PROPOSED NOTES APPROVED Arrt� FropW Cir Front: Fronc: Si S: Main Cow Accs.Cov. Ft.HS : S .HS • SEA_ Tot,Im : EL IMP: Par�kinQ Hight/Stories• notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements) x $225.00 x $I 5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I5.001$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft • New Constriction Cost • Building Permit Fee Basement= `7 q 7- sq. ft. x $65.00 = $ x$I5.00/$I,000.00= $ 17-7 ° I,,Fl. _ 'L l S sq.ft. x $225.00= $ 41 -37T-, x$I5.00/$I,000.00= $ -77-If, 2"1 Fl. _ 100 k� sq. ft. x $225.00 = $ -2- ZZS- -x$I5.00/$I,000.00= $ 33?$- Attic= 0' sq. ft. x $225.00 = $ x$I5.00/$I,000.00= $ + $0-11 Total Sq.Ft. = s^ sq. ft. Total Cost= $ -7 Total B.P.Fee:= $ 6 y 6 °Includes Attached Garage if Applicable. Total Amount Paid = $ or- Total Amount Due= $ J AN 1 9 1021 � Date: Signed: This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: _be 114A-1 SN4, - 1402n7_S4".Ar ' O14incL'T�4-_ Subject Property: SBL: Zone: Please take notice that the subject; 0"One or Two Family; ❑ Commercial, VNew Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; C�'Truss Type Construction(TT) R3 Pre-Engineered Wood Construction(PW) ❑ Timber Construction(TC) in the following location(s); ❑ Floor Franung, including Girders &Beams (F) ❑ Roof Framing(R) Z Floor Framing and Roof Framing (FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. l I I w Date )1 l 1$ 1Z - Dcsiplessional Date Date Notary Public (7) fRISHA MARTINEZ NeTAO,, 01619LIC-STATE OF NEW�6rK No.01 MA6331843 bddllfied In Dutchess Coin 'Kl)yt+tl bMigion Expires 10 �w CERTIFICATE OF LIABILITY INSURANCE "y.,: 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 61 certificate does not confer rights to the certificate holder in lieu of such endorsement(s). v PRODUCER CONTACT 9 Aon Risk Services Northeast, Inc. PHONE (866) 283-)122 FAX (800) 363-0105 y Boston MA office AC No E=t): A.C.No.)' 53 State Street E MAIL T7 O Suite 2201 ADDRESS. = Boston MA 02109 USA INSURER(S)AFFORDING COVERAGE NAIL K INSLMiED INSURER A: Navigators Insurance CO 42307 SC Rye Brook Partners, LLC INSURER8: Guideone National Insurance Company 14167 230 Park Ave. New York NY 10169 USA INSURERC: 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 requosted TYPE OF ILSURANCE INSD WVD POLICY NUMBER EXPg X COMMERCIAL GENERAL LIABILITY 099000069 0613012OZO 1110112OZI EACH OCCURRENCE S5,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO �— $100,000 PREMISES Ea oocunence MED EXP(Any one pasonl EXCI uded PERSONAL&ADV INJURY S5,000,000 ,R GENT AGGREGATE LIMB APPLIES PER GENERAL AGGREGATE S5,000,000 POLICY X PR6 JECT LOC PRODUCTS-COMPIOPAGG $S,000,000 OTHER g n AUTOMOBILE LLABLRY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) Z OWNED CHEOSULED BODILY INJURY(Per a idott) m AUTOS ONLY HIREDAUTOS NON-OWNED PROPERTYDAMAGE t0 ONLY AUTOS ONLY Per soddent V t C UMBRELLA LUB H OCCUR 1000579 61 0 / 0 0 1110112021 EACH OCCURRENCE X EXCESS LIAR CLAIMS-MADE AGGREGATE S5,000,000 DED I RETENTION WORKERS COMPENSATION AND PER STATUTE I OTH EMPLOYERS'LIABILITY Y t N IER ANY PROPRIETOR I PARTNER EXECUTIVE E.L.EACH ACCIDENT OFFICERIWMBER EXCLUDED' �N/A (Mr+debry In MHI E.L.DISEASE-EA EMPLOYEE e yysett Osaaae carder DESCRIPT)OJ OF OPERATONS NWw E.L.DISEASE POLICY LIMIT DESCRIPTION Or OPERATIONS LOCATONS VEHICLES(ACORD 101.Additional Remarks Scnedule,maybe attached it more apace Is required) y=_ a_ �y �i CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TIn- 00988-2015EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH TPOLICY PROVISIONSvillage Of Rye Brook AUTHORIZED REPRESENTATIVE 938 King Street Rye Brook Nv 10573 uSA 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 A plying For: (Legal Entity Name and Address): Building�ermit SC Rye Brook Partners,1.1.0 From:The Village of Rye Brook NY 1100 King St Ste 114 Rye Brook,NY 10573-1057 PHONE:914481-1531 FEIN:XXXXX6509 The location of where work will be performed is 110 King Street,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building permit are from March 17,2020 to March 16,2021. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Robert Dale Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) 1,Janice Heusser,am the Office Assistant with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. 1 hereby affirm that the statements made herein are true,that 1 have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately fumish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. HEIR Signature: Date: -7 1 oL . / O EaelmQtiolpAC to 14titmbti r a A a ved 24 .20 CF-200 0112018 "4��® CERTIFICATE OF LIABILITY INSURANCE �"0 oan312020 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 NAMEa CLIENT CONTACT CENTER FEDERATED MUTUAL INSURANCE COMPANY HOME OFFICE:P.O.BOX 328 A CNNo E:t:888-333-4949 FAX No):507-446-4664 OWATONNA, MN 55060 ADMDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B:FEDERATED RESERVE INSURANCE COMPANY 16024 MACK FIRE PROTECTION INC INSURER C: 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:466 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE OL SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED $100,000 PREMISES(Es occurrence) MED EXP(Any one parson) $10,000 B N N 6042334 05/11/2020 05/11/`2021 PERSONAL a ADV INJURY $1,000,000 FX 'L AGOR E LIMIT APPLIES PER: GENERAL AGGREGATE $2,0 ,000 POLICY JECTPRO- ❑LOC 00PRODUCTS-COMPIOP AGO $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 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 accident 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 OTH- AND EMPLOYERS'LIABILITY Y I N X PER STATUTE ER ANY PROPR I ETORIPARTN ERIE XEC UTI VE F.L.EACH ACCIDENT $1,000,000 A OFFICERIMEMBER EXCLUDED? NIA N 6042338 05/11/2020 05/11/2021 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 It 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 O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD PORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured 860-632-8053 MACK FIRE PROTECTION INC 149-868-2 15 INDUSTRIAL PARK PL 1c NYS Unemployment Insurance Employer Registration Number of MIDDLETOWN,CT 06457-1501 Insured Work Location of Insured(Only required if coverage is specifically limited to 1d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State.t.e„a Wrap-Up Policy) Number 04-3814418 2 Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Federated Mutual Insurance Company Village of Rye Brook NY Building Department #466 938 King St Rye Brook NY 10573-1226 3b.Policy Number of Entity Listed in Box"1a" 6042338 3c Policy effective period 05/11/2020 to 05/11/2021 3d.The Proprietor,Partners or Executive Officers are ❑ included.(Only check box if all partners/officers included) X❑ all excluded or certain partners/officers excluded This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item-3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.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 or insurance carrier) Approved by: 9A-"d. Q.Q� 04/13/2020 (Signature) (Date) Title: Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier: 888-333-4949 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov AC Rd72;1/2022 ATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NUUNIACI AME OTT AGENCY (A/C No EXt (845)895-8873 PO Box 659 ac.No Wallkill, NY 12589 AODREssottins2001@yahoo.com INSURER(S) AFFORDING COVERAGE NAICN INSURER Main Street America INSURED Total Comfort Inc INSURER B National Grange PO Box 359 INSURER C 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 wvD POLICY NUMBER MM/DD/VYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 OQO 000 CLAIMS-MADE OX OCCUR UAMAUIE IQ HEN I PREMISES IEa occurrence $ 500,000 X X MPU7919F 1/21/2022 1/21/2023 MEDEXP(Any oneperson) $ 10,000 A PERSONAL&ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER I GENERAL AGGREGATE $ 2,000,000 POLICY[ PRO- JECT LOC i PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER AUTOMOBILE LIABILITY Ea accident ANYAU70 $ 1,000,000 OWNED SCHEDULED B1U7919F 1/21/2022 1/21/2023 BODILY INJURY(Per person) $ B AUTOS ONLY x AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED x AUTOS ONLY x AUTOS ONLY PROPERTY DAMAUr-- Per accident $ X UMBRELLA LIAB X I OCCUR B EXCESS LIAB CUU7919F 1/21/2022 1/21/2023 EACH OCCURRENCE $ 5,000,000 CLAIMS-MADE AGGREGATE $ 5,000 ,000 OED I I RETENTION$ $ WORKERS COMPENSATION _ AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVE YIN WCU7919F 1/21/2022 1/21/2023 B OFFICERWEMBER EXCLUDED? ❑ NIA EL EACH ACCIDENT $ 1,000,0 O O (fManOatyesdeurscriy ri NH)beunder E L DISEASE-EA EMPLOYE $ 1,000,000 I 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 A 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 Workers' CERTIFICATE OF YORK ---- STATE Compensation 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 tc. 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 State,i.e.,a Wrap-Up Policy) Y Number 141829022 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NATIONAL GRANGE VILLAGE OF RYE BROOK 3b.Policy Number of Entity Listed in Box 1a" 938 KING STREET WCU7919F RYE BROOK,NY 10573 3c.Policy effective period niol/gngg to nvw9f».i 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) �X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Ism 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: WILLIAM C OTT (Print nam(.of authorljed representative or licensed agent of insurance carrier) r Approved b !� ✓� / �J. PP Y (Signature) (Date) Title: PRESIDENT Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov KIN FIEL EVELOPMENT ��CLUS rER ww''1111111 N ow FILE COPY INTERNATIONAL DRIVE RYE BROOK, NEW YORK SC RYE BROOK PARTNERS, LLC AS-BUiLT/Fi NAL S REQUIRED �III RVEY FINAL PRIOR To 5 International Drive, Suite 114 L INSPF C rlON Rye Brook, NY 10573 NYS Uniform Fire Prevention A Uniform Building Code: 2020 Building Code of New York State 2020 Residential Code of New York State 2020 Fire Code of New York State 2020 Energy Conservation Code of New York State \\ 2020 Plumbing Code of New York State 2020 Mechanical Code of New York State - -- ----�� 2020 Fuel Gas Code of New York State 2020 National Electrical Code 8 2017 ICC 117.1 Accessible & Usable Building and Facilities —J] H11 LL—I I I I-1-1 Project Criteria: Use Group: R-2 5 JASMINE LANE 3 JASMINE LANE 1 JASMINE LANE Construction Type: 5B Area: 10,274 sq.ft. :.� Volume: 90,141 cu.ft. FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT D.O.H.APPROVAL REQUIRED FOR BACKF LOW PREVENTION DEVICE. 7 Thurston Avenue Structural Consultant „ S Wli ri A a,,MA ,: CONa STRIUCTION - Newport, RI 02840 Camera/O'neill Engineers �. ,ti•-E��-� PERMIT# 00 117 Black Point Lane TYPE MINI�t I�,�i ION SiG1V, ' CordtsenDesign.com sBL# i ZS t 401.619.4689 Portsmouth, RI 02871 R DATE APP ilE B AN 1 g 2021 MEP&P Consultant mo-omp DEC 202o R.W. Sullivan Engineering PRIOR TO THE ISSUANCE OF A CIO; 529 Main Street#203 AS REQUIRED BY W STATE LAW. 'VILLA OF RY� BUILDING INS EC T illage of Rye Brook,NY B R®OK C O R D T S E N Boston, MA 02129 - - - - BUILDING DEPARTMENT •-- ENS ARCHITECTURE FLI 313.17 G 312.42 G 311.25 G 311.83 FL 307.67 G 306.92 52 G 305.75 G 306.33 55 G 53 C 1 FLl 297.17 FLl 301.67 G 300.92 FL l 294.67 G 296.42 G 300.33 C2 A FLI 2/o G 293.33 G 299.75 58 S7 56 C 1 23 25 SIGNAGE: FL1291.67 W/O XI- SALES OFFICE T W/O G 291.92 61 60 C2 A 21 X2-SALES PARKING i G 290.92 C A 59 C 1 17 19 W X3-SALES PARKING a O 62 DR 2 ,q CLUSIEP XL-SALES PARKING F 63 15 X5-SALES LDO Do NOT ENTER ING 64 BR q 1 1 13 CLUSTER X W V'ne c CON °u,v X7-DO NOT ENTER D L B R 5 OUSTER G W U i c:z 7 Y <oc C p 0 Q 3 U KLE LANE CLUSTER z o N E Y s C c CqY L 33 O - 'a 4)CLUSTER AA H v, FLI 313.17 U = C y p CLUSTER 88 A 17 Z R 32 G 312.42 Im ^Z CLUSTER CC S0 FLI 305.67 Z gate to be n 15 B L G 304.92 a locked at all hoink-mv tent r c n times 22 N c 15 ZL 31 FL1312.17 70 chainlinkfence 18' FL1294.67 51 BR M c O A 13 G 3l 1.42 �'� G. n gate 0 27 79 G 293.33 < Y R 30 N B L F I 5.67 D � 4�d' 20 A a? m 80 A 3 .92 JG05.92 n * taD FL1�2/O367 0 gR 3 � Z y 11 ZL 29 FL1311.17 � G 292.92 � O C 1 20 M 9 Z R 28 G 310.42 46 I 70 306.67 D A q N 25 C 2 81 G 294.33 305.92 r r O 305.92 n Oc„ D 27 FL1 310.17 r^ `- cci+ rn m C 7 Y L O FLI 294.67 p R ➢ 18 m O O C 1 306.67 /� r M G 309.42 w/O p 82 FLl 295.67 O �, G 305.92 G 293.92 84 18 � rvc+ 23 A G 294.33 305.92 45 D � 5 Z R 26 -+ Z c m Z 305.92 C 2 n r Z C 1 G 294.92 3. v 44 16 3 Z 25 FGt308.412 cn FL 295.67 DR p D o n Q W/O 16 O Z 21 83 7 43 G 304.42 1 YR 24 z G 294.92 86 r^ o. C 2 N 14 note: LU n FL 296.67 m 40 42 FL 305.1- maintain entire length of " 19 G 295.92 C 1 n S A G 304.42 international drive free FLI 296.17 g L N, B L n r from dirt&debris at all .1 W/O 87 14 85 304.92 m A times \A o KIP Z O G 295.42 o A 12 '° )i G 303.83 G0 �°� e+`�' N t 305.67 O C 1 O c e+ c�\A Q O O note: 0 0 o J n 304.33 39 a 1 << �� r NO TRESPASSING Q,�` `�0 O0, c ©3 3 C` signs on all gates e,a o` � 88 G 297.42 C 2 Q ,� roe O�`� ��oc NOTE: L FLI 297.67 91 DR 70, 17 10 FF 306.50 yO 5 5`a cJG FOR DIAGRAMMATIC PURPOSES W/O 12 C2 04.33 38 sales G / �� 5` cn co J �l c ONLY. REFER TO CIVIL 89 •- G 296.92 FL1 298.17 parking R oo J _ DRAWINGS FOR ALL RELATED >` /� G 297.42 0 � SITE WORK. Q C) � G G 15 A IG,fJ +directional r, N, const.sign LEGEND: E FL l 298.17 B L G G 297.42 © -o A- "A"UNIT F- O 10 c 6, 37 gL 8 _ Xl BR-"B RIGHT"UNIT U � ' W/7. 92 C 1 90 FL 303.67 O BL-"B LEFT"UNIT W G 297.42 G 2 92 J' CI- "C"UNIT,MASTER UP 1-- 0 O l 13 O F C2-"C"UNIT,MASTER DOWN 0 = Z Z v� °ram l DR-"D RIGHT"UNIT /1 �o cp 6 -7.L DL-"D LEFT"UNIT �J < G 296.42 n � LLi L 94 �a O� C` F FF 302.50 G 302.42 YR-"Y RIGHT"UNIT � 93 DR 8 ��• i C 1 1/Gs YL-"Y LEFT"UNIT U Q Q FLI 298.17 11 C2 0� ono 36 lF'p 1 FLI 303.17 ZR-"Z RIGHT"UNIT � �U W/O FL1297.17 co 4 O G 297.42 95 G 296.42 �Oo 301.42 A +stop sign C 1 G 302.42 W/O-WALKOUT NIT 6 27 O 97 < lJ� 9 A G 295.83 FLI 302.17 35 C 2 +stop sign flag man+ ^2 G 302.42 OC 1 G G 300.83 -9 /`� G 296.42 �� C 1 96 34 © 1- 25 C 2S 3 FL1,aLt. A 4 �� 7 G 300.83 l8 O�� Gsle� C 1 7 G 301.92 FLI 297.17 98 17 G 293.42 ® C\"& �� 23 O W/O I- 100 +stop si C 1 -P6 ti G 295.83 C 2 2 FLI 294.17 O 16 F -tF- 99 7 5 C 2 G 293.42 A C 21 B L 2 101 G 302.42 O 14 �(� G 300.92 O � `tT 1 I G 295.83 3 A G 292.83 FLI 303.17 C 2 e1P0 ^ C� G 302.42 12 19 C 1 FLI 301.67 = 0- GJ f C 1 102 0� Cb G 300.92 0 3 c, O - 16'x50' p`` \`C�Z G 302.42 C 1 �G0> A 2 n 1 anti-frocking I o.� O 17 G 300.33 i ; Z G 289.42 pad� c?� O 10 ClG w rl� 103 cG� G 301.92 A L�� _ VJ FL 1 290.17 O 18' Aost$roil 9 F Cie - '^ 0 W/o C 1 gale �`��.� G 289.83lence FLI 302.67 O 8 15 � �/ G 289.42 8 oc 78 FLI 291.17 G 301.33 C2 z v^` O G 288.83 104 A G 289.83 10 W gate for construction C 1 I q G 298.42 FL 1 288.67 105 6 �ti entrance&exit to be 15 77 G 289.83 13 O = U W/O C2 5�� unlocked&open during FLl 291.67 C 1 V/ G 28.92 construction activity only. A FL1 299.17 C,�J at all other times this gate 13 C 1 76 G 290.92 15 G 298.42 109 4 must be closed&locked C, D L e�,srF� 72 0 11 A t f,f 1 1 B L G 291.83 O� `� G 297.83 FLI 293.17 2 7 70 0�, �� J G 291.83 C 1 16 �� O Q- FLI 9 1 G 292.42 co �JS�� C 2 lObblacktop� Ole, C I 69 G 293.92 'ON 9 x �Q G 5 O F,p/� 7 A 68 66 lavender lane to x 0 A 107 G 289.42 P R/ C 1 be paved 2nd 17 G 297.83 ` � .lt R O S S B R week of 9/20 7 C2 FL1290.17 F ( C/(/ST 3 ! FL1299.1' CGC' 3 C 1 W/O CCU -1/v FRG 7 18 G 297.83 �G G 289.42 12 STFR F G 1 ON 0 5 A x CJ�J G 288.83 c(USTF Z G' a C 1 10 R FE O G 298.42 1 A CIUSTFR 7 DR G8 by C 1 19 I10 G 290 74 C2 6 CLUSTER FF b 3 O FLI 288.67 .33 CLUSTER DIDW/O FLI 291.67 73 21 C 1 C 11FL1 299.67 G 287.92 W/o O B R 4 2 G 298.42 �� O G 298.92 G 290.92 G 290.92 q � C DR DL 299.17 ` O 71 BR FLI 22 A 1 FL1293.67 w/O O �° z W/O 67 65 G 298.42 C2 2 G 292.92 FL 294.67 23 W/O FLly2/O67 G 298.42 G 293.92 G 294.92 UNIT Q MO LEFT UNIT A UNIT GI MU RIGHT 5'-8' 36'-l' 36'-�• CONSULTING ENGINEERS 1-I. � Structural Engineering.Design PROVIDE*5 BARS AT 24'O.G. 127 Black Point Lane VERTICALLY 4 HORIZONTALLY 1'-4" I-4 1'-4' ( CENTERED ON WALL.PROVIDE I Cameranq E°tnea isaoi 57Portsmouth,l o:n 75 2983 1T THICK CONC.FT6. 6'-10' 12'-4' 12'-4' �5 DO INTO FT6.To REINF.W/#5 BARS MATCH VERT.REINF. !2'O.G.E.W.,BOT. 4 15'4,5• of;�E w r 50.1 COORDINATE GONG.FT6.REINF.W/04 GONG.FT6.REINF.W/#4 WATERPROOFING BARS 6 12'O.G.EA,BOT. - BARS 6 12'O.G.EA,BOT. - AND DRAINAGE W/ , �,-�� u z z� o% 12'THICK GONG.FT6. p F O 1 -------- --- ARCHL DW65. �, t`,`! r y r >_ C o: A. W v c Z y N U c REINF.W/p5 BARS® I I I j I I _I I I I �f c W u , ° 12'OG.EW,BOT. - --- - - o oz Oa L- -J L- -J PROVIDE 4 INSTALL 1'-4' - C rn- 10 DIA.REINFORCED I { I SIMP50N ABU44 OR ABU66 _� 0 ►- o C (� 50NOTLBE PIER,TYP. 5" I TA.WALL I STANDOFF BASE 4 FASTEN - 50.1 (B.O.F.MIN.3'$° 5'' I ' [WORD.W/ I TO GONG.W/%DIA. I-4' 4 I-4' U U m ---[B.O.F.-10_10°]_- BELOW GRADE) ARCH'L] EPDXIED THREADED 12'-3' 50•1 Z U --- -- -------------- ----------------- ---- I tb'-I' I .o ANCHOR ROD(6°EMBED) 2'-�' Q I GOORD.W/ARGH'L #4 5-8' •, GONG.F 12'O.C.REI EF. , �-GONG.F 12'OL.E W/#4 ------ __-- --__---- ---- --------_--- _-- I BAR5612'OG.E1^L,BOT� - - �// BARS®12'OG.EYl,BOT. - L Q J I -1 F F 1 T.O.WALL PROVIDE 4 INSTALL BEAM I I I _° I I 12'THICK GONG.FTC. J I I TO WALL P POCKET POCKET AND P.T.BEARING I ,EAM ~ i I •� L-- J L--- 1 L---J 12.O G.E1�1,BOT. OCK PLATE TO ACCOMMODATE O u -.--- --- ---- I 5 3_2, ° _ REINF.W/b5 BARS K I 1 [ 4) UNTRrb BEAMEATED LUt�ETt WITH ° 1 ° I 50.1 3-2 50NOTME PIERGTYP.P. 50. 1-T.O.WALL 6 WINDOW `Q 3'-2 v aQ I ;' I BUILDING FELT,TYP. I (O [COORD.W/ARCHL] TA.WALL I 5• y (B.O.F.MIN.3'-b'BELOW T.O.WALL TA.WALL®WINDOW I � , I 41 « (WORD W/ [COORD.W/ARGH'L] 4" --- _- I [-0'-4) I L-- --------- - -- ------&RAD�-- ----------------- [B.O.F_-10'-10].- - - ARCHL] Lp`u'` I Tv COORDINATE TERIPR THING I I I T.O.WALL I I PRovIDE�4x4b° -- ---- ----- -,` .r -------- ----------/----- ---`---- -!------, 1 �7 _ AND DRAINAGE W/ I I F [-0'-SI4) IA60NAL REBAR (B.O.F. .'"• '::;` ,_: ARGHL DWEf. �� - L ( AT RE-ENTRANT I 1: :l': SLAB CORNERS. T.O.WALL :• I ADJACENT � T.O. ®BEAM [-0'-$VWAI]1 I I J I 1 I UNIT 0 POCKET ( I T.O.SLAB - O I FOUNDATION T.O.WALL®WINDOW _ PROM #5 BARS AT 24 O G. I I ELEV.-9'-b' T.O.WALL O [-2'-33/4] VERTICALLY 4 HORIZONTALLY I 1 ®BEAM POCKET I ;.: i O [GOORD.W/ARGH'L] i [Tip w/ I G ON WALL.PROVIDE I f' I Tr [COORD.W/6L.) ^I ARCHL] #5 INTO FTC.TO MATCH I ( 01 I 10'WALL 1 I VERT.REINF. I I -. I I SLAB DETAIL PROVIDE 4 INSTALL)4 -_ COORDINATE I N 1 PROVIDE 4 INSTALL Xs I' 1 I AND GAP AND BASE PLATES 1 I 50.1 o I r-lo'FT6. ,�PLATES A ALL I I p { I 3s• AT ALL COLUMNS,TYP. I I <L ,' I LALLY COLUMNS,TYP. AND D INA6E . I coy r_ �3g• I 4°NORMAL WT.GONc.� m! I _g� I I LU 5 I I I ( I SLAB-0ON-6RADE. --- 50.1 I I 1 502 m SEE DETAIL PROVIDE#5 BARS AT 24'O L- J I I �VIBASEDE I IPLATES AT ALL H55 LI-V CAP AND50.! IO VERTICALLY 4 HORIZONTALL PROVIDE 4 1 TALL "' O •. I "�.�PRIN6FI 'GAP AND I I 1'-10, 17-04 I I T.O.WALL COLUMNS,TYP.BASE PLATES r 1' CENTERED ON WALL. BASE AT ALL 3- 14-10)b 1 [-0-51'4') SHALL BE SUBMITTED W/STEEL I I I 12 DOI•F15 INTO FTC.TO GH (V LALLY ,TYP r _, 1 I SHOP DRAWINGS -- T.O.WALL I tL O I I 10•WALL I I I r ®BEAM 10 CV I I POCKET m Z I I 10'WALL 14. 1'-10'FT6. I T.O.SLAB I [-I'�4•) I - Q I '' I J 4- 1'-10"FT6. _ @I Coi 1 r THICKENED SLAB,�' I i ELEv.11-b' �� ! 18'-049" I I I O- b"WALL CL SEE DETAIL i I SLAB DETAIL g E4 1 I I T.O.5LA 3 I I I Z ELEI/. S ( [B.O.F.M'N in 13'-b"BELOW in 0 NORMAL WT.GONG. ( 1 Q Q TYP I T.O.WALL SLAB-0N-GRADE. I I I 6�DE] Q } I 3 I a BEAM POCKET SEE DETAIL I 50. SLAB DETAIL PROVIDE#4x46' 1 g 0 SO.I T.O.WALL i I [-I'�V4) I - Z �1 TYP � _ I �Z � N AT RE-ENTRANT I ILL v 1 I [-0'S►4) I I PROVIDE CONT.#4 B > PROVIDE ELEVATOR PIT 3 I 0 Z SLAB CORNERS. I - I I ELEV TOR OPTION I t5'-0' FOR ELEVATOR OPTION 50.1 I 2'-5w' CENTERED ACONTITOP OF BEVEL ED 2x3AID Z 4°NORMAL W.GONG. T.O.WALL T.O.WALL ,�. I 1 I .I', W/ARCH. I I SHEAR KEY AT WAIL B 0 U_ I SLAB ON-GRADE. A BEAMaz [-0'-5►'4 j I { I I T.O.WALL SEE DETAIL POCKET p - I 1 I [1-0'-5V4.1 I TA.WALL + -- 1 12"THICK CONG.FT6. ,L -- [-1'•-44") __J � 20'-2' 10 I ' _ ®BEAM POCKET REINF.W/#4 BARS 0 U Q w [- ----- ---- -- I I TA.WALL I , 12'O.G.EA,BOT. N ~ T.O.WALL •BEAM I N ' [B.O.F._IO_IO° I I T.O. =Q I 50.1 T.O.WALL POCKET 1 PROVIDEI INSTALL BEAM 11 I [-O'-514� I r--- ------- ---- ---- L---IF --- - - --- ---- ® I A Q b ®BEAM [-1'4-4) POCKET AND P.T.BEARING PLATE I !? 50.1 POCKET AS REQUIRED TO ACCOMMODATE I I I PROVIDE 4 INSTALL b • •. .. c4 I PROVIDE#4x48' I PROVIDE(4)#4 VERT. BEAM.PROTECT UNTREATED I ^I I BEAM POCKET AND P.T. 50.1 ----- - ---- ________ [-1' '] m:1 PIT SIM [-I-d'4] ° in :... •. ..• : O --, I L ELEV. 10'-b' -- ---- (B.O.F.-10'-10] ----- AT RE-ENTRANT R { BARS AT PIER LUMBER WITH BUILDING FELT ., I ,-I I BEARING PLATE TO SIM I I 1 - p l ACCOMMODATE BEAM. _ 0 I PROTECT UNTREATED SIM I I I _ 4 i SLAB CORNERS. -,- --, tL I I LUMBER WITH BUILDING IN THE EVENT OF SEPARATE I I 5 _- - _ ___ ____\:M�IDE _ ,FELT POURS,PROVIDE 4 INSTALL#5 . ° O ( '� I . [B.O.F. II'-10`) ,, I 10 LL : x 30"LONG DOWELS®12'O.G. ( I 10°WALL I yr/ ATOR I TA.WALL I`-0' I VERT.DRILLED 4 EPDXIED INTO I 4 INSTALL I ®BEAM 50.1 5 FDN.W/b"EMBED. 1 I m I'-10'FT6. FT6.STEPS W/ BEAM POCKET AND P.T. I I POCKET 50.1 I FT6.S W/ ELEVATOR OPTION BEARING PLATE TO I -�- 12'THICK GONG.FT6. I { I`� I SLAB DETAIL { REINF.W/#4 BARS 7 I '. I I I SIM 10'►^IAl L I 50.1 ( i I ELEVA OPTION ACCOMMODATE BEAM. I I I = I I I 41 4 c 12'O.G.E1^l.,BOT. I I I SLAB DETAIL I SIM T.O.WALL I PROTECT UNTREATED 1-25• I I I I I LUMBER WITH BUILDIN6 I - 2'-5r; I I I POCKET50.1 I'-10'FT6. I i I b ®BEAM ! I FELT,TYP. I I I I I I 8"WALL O [B.O.F.MIN 3'-b' I I I I 4'NORMAL WT.GONG. - I SLAB DETAIL 1 I I I I'-8'FT z N-ON BELOW GRADE] -- _ I 10'WALL I = I i SEE DETAIL PROVIDE 4 INSTALL ( O I I I 4'NORMAL WT.GONG. BEAM POCKET AND P.T. I 5 1 ( _J ---- O _ 0 b WALL I 5LAB-0ON-6RADE. I I BEARING PLATE TO I T..WALL O I = I'-10'FTC. 5EE DETAIL µ+ I I ACCOMMODATE BEAM. I I B M I I 4'NORMAL WT.GONG. `' S0.1 { - --- J x IO,7i 3 I I PROTECT UNTREATED I 10 KET O J.': I SLAB-ON-6RADE. o Ji SIM I 10■WAl1 I I..L W ❑ LUMBER WITH BUILD N6 I O [-1' 4] m I SEE DETAIL p :. I I PROVIDE(4)44 VERT. _ Z ;n 1 TA.SLAB 502 1 x T.O.SLAB FELT I I I I 4 I I I 1 BARS AT PIER I 1 I 1 I ELEV.-1'-0'6 I I ELEV.-1'-0•® 1 1'-10"FT6. I i Uj I 1 1 T.O.WALL I I GARAGE DOORS ,� 1 1 I 6ARA6E DOORS TA.WALL 1 I N I I 2 T.O.SLAB x I I I (WORD.Wl I r [-0�4] I T.O.WALL I I ELEV.-r-0'® I I I 5 0 0 ARCHL] 1 I a 1 ( IN THE EVENT OF SEPARATE GARAGE DOORS n Q PROVIDE NT.#4 B -- T.O.WALL T.O.WALL I I tD I �1 I POURS,PROVIDE 4 INSTALL#5 I I I I O ENTERED AT T OF WALL I [-0'-51'4] 1 I x 30"LONG DOWELS®12"O.G. A NO CONTINUOUS 2x3 I I [-0'-51'4') I I VERT.DRILLED 4 EPDXIED INTO L--- ---- co SHEAR KEY Al WALL BASE I I IN THE EVENT OF SEPARATE I FDN.W/b'EMBED. IN THE EVENT OF SEPARATE I I I I I I POURS,PROVIDE 4 INSTALL#5 I I I I I �- I POURS,PROVIDE 4 INSTALL#5 I I x 30"LONG DOWELS®12'o G. I j I TA.WALL ri - ----- x 30•LONG DOWELS 6 12.O.G. I 10'WALL : I I VERT.DRILLED 4 EPDXIED INTO 8 6 DOOR V 5 I ( I 'A I b WALL tD VERT.DRILLED 4 EPDXIED INTO I I I I m v 50.1 I 1 I FDN W/b'EMBED. T[-0- ] �' 50.I [-I'-8) 1 :pl I 502 PON.W/b'EMBED. I I "-10'FT6. OI IALL T.O.WALL J I I- ----- -- -- -------- `rI �1M Q T.U.WALL T.O. I I O I _ I T.O.T.O 6 DOOR I --------- - ------ ---- -- -------------- I til I � 6 DOOR A.WALL 4' I o I I [-0'-5V4] I :•l I d T.O.r WALL I I b ! ------- ---- --- - -----J ,l r 4 (B.O.F. --- - I �I 1: ----- - ----- - ------------- F'- - I I,,. b } m l I m i L-- j m 1 IT.O.WALL I ------- - ------ - �- - - r -J - - ---- - - ---- - -- O ( i I- �-- -i [-0'-5V4) I i [B.O.F.-4'-b°) �.I - ---- - ---- ------- C DE(4)#4 VERT. L - tl'-IOK' `Q L T.O.WALL m I L J I x BARS AT PIER I r f ---- - I 1 tl'-IOK' [_I'-4) 4 l I , `Q I I Q I rt I 50.1 8'-0' 10 I 50.1 ------ - ---------- 8 WALL I I 8a Fi{r- ---- tl'-Id4° tlb'-3'GOORD.W/ARGH'L 50.E SIM 50.1 10 I [-I'-4) 8,WALL ti'-I/K° tlb'-3' 50.1 I IL -- COORD.W/ARGHL tlb'-3' - L------ ---------J I tl'-105° WORD.W/ARCHL t4'-4K' 14'-6' 5'-6 L. ----------J 50.1 x r-1o' a'-2rt w'--I• I I V-2" FOOTING 5GHEDULE z A FOUNDATION PLAN-GLU5TER X-EGRESS WINDOWS FOOTING FOOTING 56ALE:I/4=1-0 ID TA6 51ZE REINFORCING G.G. NOTE: FOUNDATION PLAN NOTES: F 2'-O"x2'-O"xl2°THICK (3)#4 E.W.BOT. V.G. NOTE: 1. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0' F25 2'-b"x2'-b"xl2"THICK (4)#4 E.W.BOT. REFER TO INDIVIDUAL BU I LD I NC REFER TO INDIVIDUAL BU I LD I NC 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES, F3 3'-O"x3'-O"xl2"THICK (4)#4 E W.BOT. PIERS,FOOTIN65,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH GN IL, s DRAWI N�5 FOR DETAILS,AND 6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'ORAWIN66 PRIOR F4 4'-0"x4'-O"xl2°THICK (5)#5 EA.BOT. DRAWI NC�S FOR DETAILS AND TO CONSTRUCTION. z ADD'L INFORMATION 3. "LALLY COL"*-ALL L-ALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE ALL DIh E*IOUNDE�ELEVATIONS,UIES, IP SHELVES,BEAM IT�5�Bs, ADD'L INFORMATION 1�°THICK"SPRRAL NOTES F"GAP AND BASE PLATES AT ALL LALLY COLUMNS. CJJT-OAND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH 4. SEE 6ENERAI_NOTES FOR ADDITIONAL FOUNDATION INFORMATION 4 SPECIFICATIONS CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. G_-O' 36-- 28-O" 56-1" G2-G' 36= 28-G" 36-_T _ +293.67 am iI OOO _- � ==1 I. . J' ---------- ------------O --------- ----------1 LJ LJ 1 1 ■ ■ ■ ■■ a I 1 I LJ l�'i1 1 �9 Z ZyO>t� 0 -----------------------------_---- � 0,0 -- ------------ ------------------------------- IIII�jIIII=v+�II'II'j v,l =_-=-��- rI- I _I1I1IIII1 i III1II1I1 0 +294.17 FfIIIFL C C�-❑ �_=I_=_=JIIII1t111=.•J=IItI1I1,,JJtIII11I1I''l�..,llI1C1I,flll1II�vf,'Y, IIIIIt1IIIII1liII;IiI1II�I I I -IIIIII1IIIlIi1I'IIIi1II� �rv. NLn* O U a W O 0Une j Z �U O L C. n --------------------- --------------------- Iv w LN � v I1 z, 67 >LUo r----------i r----------� f r----------I �oNO r+293.67 n 1 +293.42 +293.67 I -------------------- --- --- I I 1 I I I (/) +293.67 ------- 1 l Q co e , n1 __ nl r ----------- O UNIT TYPE-C2 LEFT' 100 UNIT TYPE'A' 101 UNIT TYPE'CI RIGHT` 102 UNIT TYPE'C2 LEFT' 100 UNIT TYPE'A' 101 UNIT TYPE'Cl RIGHT' 102 O NOTE: NOTE: NOTE NOTE NOTE: NOTE O Z SEE YL"=1'-0"SCALE DWG'S ON"C2 LEFT` SEE YL"=1'-0"SCALE DWG'S ON"A" SEE L"=1'-0"SCALE DWG's ON"Cl RIGHT" SEE L."=1'-0"SCALE DWG'S ON"C2 LEFT" SEE YL"=I'-0`SCALE DWG'S ON"A" SEE.L°=1'-0'SCALE DWG'S ON"Cl RIGHT' _J N O SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. Z u- Q Z 0 2 FIRST FLOOR PLAN 4 ROOF PLAN V) w J LLl SCALE I/8"=I'-0" SCALE I/8"=I'-0" w Q ~Q 0 V) 0 36 36-- 25-O" 36-7" 1 J LJ LJ-- LJ L . i -- ------------------------------------- _ l r_______-________-___ _________�______________ _* ` I 1 I �- -------------- _ I \ \Q I I LJ LJ LJ L \9 1 I I I I , n II I I ____________ _______ __ W I I 1_ -------------------- --------------------------------------------- t Ii0 r______-__ I I ` 1 :10 O T.O.W.=293.73 j i i ; i i i _--__ _ I I = — I I _ _________J I, ' ' I ' ' _ I t 1 I l I I 1 r------J I I I I La 1 1 1 I I I 1 I _ uJ I I I I' ,�., I I , � I 1 I ' I I O I L--, I I I I 1 l � I I � O I I r, 1 I II S-7 IIlly I 1 - I v ` �❑ � � +284.67 � LJ i i ii ,I/� i i •— ln1l �I lJ4I I I II Il Il Il It II II i,L I � II Ll-------__ � 0 El---------------- V +304.34 r-----------------------1 IIII III 1 _ / T ----------------_----'----.. - I --------- I l ' I :E1 J x L__, 1 l l 1 I I I I I I 1 = t --------------------J I s l I L-----------------i l I ------------------- I 1 I 1 L---- _.__ ----------------- t- ' I ' ----------------- I 1 1 - J I L._______J 1 —J L I r- -------------------- ----------------------- IL ------ ------ -------- -------- ------ ------ `z I I l L-- L-------------- , L-------J 1 nl I �� I M` nl -------- r ---- 1 '1` ----------------- J L Ir J •----------- L`-------; UNIT TYPE'C2 LEFT' 100 j UNIT TYPE'A' 101 I UNIT TYPE'Cl RIGHT" 102 UNIT TYPE'C2 LEFT' 100 UNIT TYPE'A' 101 UNIT TYPE'CI RIGHT' 102 L------------ NOTE NOTE: NOTE NOTE NOTE NOTE SEE'."=1'-0"SCALE DWG'S ON"C2 LEFT" SEE YL"=1'-0"SCALE DWG'S ON"A" SEE IL"=1'-0"SCALE DWG'S ON"Cl RIGHT" SEE Yr."=1'-0"SCALE DWG'S ON"C2 LEFT' SEE.�L"=1'-0'SCALE DWG'S ON"A" SEE L"=1'-0"SCALE DWG'S ON"Cl RIGHT SET FOP ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOP ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. 00BASEMENT FLOOR PLAN 3 SECOND FLOOR PLAN SCALE 1/8"=1'-0" SCALE 1/8"=I'-0" Z ZLu �� o� w�> >a c 2: 02-O vs < o G W U 36-- 2-b-O" 36'-1' I++ o-= )0 0 `— a �� I U = 0 U ^Z E a ' RDAR, c� 1 i q 1 I LMEN I I i I I I I [Mel NEI go FEM 2 TO SUBFLOOR. .—._.- ---——---- —————---— — -- —---——.—. ---- —-----— ——— TO0 SUBFLOOR I I -- ----- CCCC C oL_JLJ Z T.O SUBFLOOR --- — —--- - — -- L11LILl _ — — --- ---———— — I�T 0 SUBFLOOR -- —_� --------------------- -- ------- ---— O I I I 1 1 I I I I I I I I rT�rT� LLJ r'L----- �I I ---------------------- ------------------•.•.----i L_.-------r•-.--------------------------J I I I ( 1 II-L III_l I '-- L1 � �D L J I I I I I I I - I I 4'T`lll Y _---__--__-_ J_------------------------ -_-__-__--__---_-------__-_ �D L_J J I TT-_--____�I I r_____________ � +r______-__ _ 1 I I I 1 I I ILJ-JIL J_J I r____-___ I I I I I I I I,I I I 1 1 I I �-T-IiIL-T-f I I I I I I I I I I III I I I I I I I I I I I I I I I I I I,I I I I I I I tL_LJ1L1J I I I I I I I 1 1 ! I I I I O TO SLAB I I—---1-----L�-----——----- I T.O.SLAB ——LJ————`--------——---——---——-------- ---------- ----------------——--- ——-----—-------'—---——---—— -------- ---------- N L--__--__-J-------------J I L________-___�: L_____------__--____ L----------- L--------------------------------------------------------------- V'^) Z N UNIT TYPE-C2 LEFT' 100 UNIT TYPE'A' 101 UNIT TYPE'CI RIGHT' 102 UNIT TYPE'C2 LEFT' 100 O NOTE: NOTE: NOTE: NOTE F- 0o SEE/_"=1'-0"SCALE DWG's ON"C2 LEFT- SEE/'=1'-0"SCALE DWG's ON'A' SEE/L"=1'-0"SCALE DWG'S ON'C R GHT" SEE/.=1'-0'SCALE DWG'S ON-C2 LEFT" > SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL NFO. SET FOR ADDITIONAL INFO. ui FRONT ELEVATION LEFT ELEVATION � � E SCALE 1/8"=1'-0" I O 3 SCALE I/8"=I'-0" O Z_ > w V) O z X Q Z LL w w w U J �Q w U < N C) 02-O 36 54-3= I fIle ` O ^1 T.0 SUBFLOOR ---- ---------- -\� --— T.0 SUBFLOOR --- — -------------------------------------------- ---- > Z 2 f ——---—-----— ----——------------ --------—-----------— — 2 -- --— W O 1 V) � O -� O T.O SUBFLOOR - —---——----_ — -- ---——-- I -- -- I T 0 SUBFLOOR l` -- —— -----— — ----- —— — I --- —— --— �— 7w ri L--------J J L L_-- ---J L ' I I I }---J ILJ_JILJ_J 11 L I I I I I ----J 11 ILwJIL1J I I L_J _ I I -T-IP-T-r I I I I I I I I 0_L 11T-M-T-r 1 Y I I I +�� I I I I I I I I �rTd:F+I 1I LLJ-J_LJ-J 7 I! ! LLJ_t,l 1 TO SLAB SLAB I I I_______ I T0.SLAB __ 1 S ---- ---------------------------- - -.. --- --- ------------------- -?- - S -- -- --_-_- _-_- _-_-_-_- ----------- L --•-1-------------- - r ----------------------------------------------� - - - - - --� ----- -- --- ---------------------------------------------- ------------------------------------------------J�__------_---__--__-L..___.__-____,-_L__-}. ----------------------------------------------- -_ __--_-------__--_-_--_---__--_---__--__---_----------___._____-_______J UNIT TYPE'CI RIGHT' 102 UNIT TYPE'A' 101 I UNIT TYPE'C2 LEFT' 100 UNIT TYPE'Cl RIGHT' 102 NOTE: NOTE: NOTE: NOTE: SEE Y_"= -0"SCALE DWG s ON'C R GH-" SEE _ -0'SCALE DWG'S ON"A" SEE/"=1'-0'SCALE DWG'S ON"C2 LEF- SEE/_'=1'-0"SCALE DWG'S ON"C RIGHT" SE-FOR ADDITIONA-IN-O. SET FOR ADD T ONAL INFO. SET FOR ADD-ZONAL INFO. SET FOR ADDITIONAL INFO. 2 REAR ELEVATION @RIGHT ELEVATION SCALE 1/8"=1'-0" SCALE 1/8"=1'-0" KIN FIEL DEVELOPMENT DRAWING LIST A0.0 SPECIFICATIONS NIT vO vv LEFT, 5 JASMINE LANE A0.1 ARCHITECTURAL SITE PLAN A1.0 FLOOR PLANS 129m25=1 =1 m49 A1.1 FLOOR PLANS A1.2 ROOF PLAN INTERNATIONAL DRIVE A2.0 EXTERIOR ELEVATIONS RYE BROOK, NEW YORK A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A3.1 WALL SECTIONS & DETAILS SC RYE BROOK PARTNERS, LLC A3.2 WALL SECTIONS & DETAILS 5 International Drive, Suite 114 S0.0 FOUNDATION PLAN Rye Brook, NY 10573 So.1 DETAILS S0.2 DETAILS S0.3 GENERAL NOTES S1.0 FIRST FLOOR FRAMING NYS Uniform Fire Prevention & Uniform Building Code: S1.1 DETAILS 2020 Building Code of New York State S2.0 SECOND FLOOR/ ROOF FRAMING 2020 Residential Code of New York State S3.0 SHEARWALL PLANS 2020 Fire Code of New York State 2020 Energy Conservation Code of New York State E-0 ELECTRICAL LEGEND, NOTES, SCHEDULES, DIAGRAM 2020 Plumbing Code of New York State E-1 ELECTRICAL BASEMENT FLOOR PLANS 2020 Mechanical Code of New York State E-2 ELECTRICAL FIRST & SECOND FLOOR PLANS 2020 Fuel Gas Code of New York State 2020 National Electrical Code P-0 PLUMBING LEGEND, NOTES, SCHEDULES, DETAILS 2017 ICC 117.1 Accessible & Usable Building and Facilities P-1 PLUMBING BASEMENT FLOOR PLANS P-2 PLUMBING FIRST & SECOND FLOOR PLANS Project Criteria: P-3 PLUMBING ROOF PLAN Use Group: R-2 Construction Type: 5B M-0 HVAC MECHANICAL, NOTES, SCHEDULES Area: 3,692 sq.ft. M-1 HVAC BASEMENT FLOOR PLANS Volume: 32,436 cu.ft. M-2 HVAC FIRST & SECOND FLOOR PLANS M-3 HVAC MECHANICAL ROOF PLAN 1 1 i Structural Consultant 7 Thurston Avenue Cameral O'neill Engineers Newport, RI 02840 117 Black Point Lane Portsmouth, RI 02871 CordtsenDesign.com 401.619.4689 MEP&P Consultant James A. Koppenhaver 304 Logan Avenue Wyomissing, PA 09610 C 0 R D T S E N DESIGN ARCHITECTURE GENERA-CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEALING GUIDELINES r-CWINUE-D)I.I - *4 I - T-E'.ry:0 IC.A ER JL I At I HAVINC, I'Cli'.-JA 1R.111 IN IH- IHF -\f.; -;E I I--*:.-P=Pr,P" -E IL-'-.V -LL-F- THA-T -'L- A:. 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O l-ice:��HA I ' N I I � 2x6 INT 4VALLI 1• I � 32-x60-TUB _j II?l A'/SHOWER' Z 00 N WALK-IN _ I C L J ^, + LL I L C I i I e' CPT I CT - =3 0 O z 2A6 INT.WALL �U b0 4 \I !� J N O� G _ SG 6d. u l) {, tib r uj Z Q z I 1 ' I l U .J 0 1 I I CL Li I 1 , U J W T I w U Q I 1 1 i I OII�P^J•� t t/} n I , - + I 3-L:;I KALL 1 , I I ELEC _ PANEL HOT = 3 I i i 2\12\4 WATER /1\ 'TANKLL— Z 1 , LLJ -ACC\^�1\-n->_�^/l,T I I \a• - � E��=r✓=\-__ooe ; UNEXCAVATED �' -� O O� F_av roe I I UNFINISHED Hvac O NroeNa-ICN N i ' UTILITY SLAB ON GP.AOE _ _ 0 ('I - ' t T-•'IS.fie=A I , I w L 2% Lo I i a,• , W t _ _ N , , I o �— I , Z - 7 I 11 O _ f ' , ; I j 1 1 cc ------------------------- 1 � � o J I IC' ; ' I I ; I a V) I r \ 1 Z II 1 - ' i I _j cl: -1 I r1 1 L J o UNEXCAVATEIJ o SLAB ON y' 3 I, ORA(`iE 1.3 0 I ------------------------- -- --------------------�� cr CL JV'-, / ;5 CD BASEMENT FLOOR PLAN w/ WALKOUT 2 BASEMENT FLOOR PLAN = _ • I SCALE I/[.•=1'-0' SCALE 1/4'=1'-0' _._._.._._.. FLOOP AREA'C2.CZH.C3 UNIT: BASEMENT 792 SOFT. FIRST FLOOR- 1,65(.S,).FT. SECt)ND FLC'OP I.(GI S+].FT TOTGL 3.-1 7 Su.F T. GARAGE- 503 S•].FT. 0 2. L, 8. vOLUHE 32.436 CU FT WD.DECK OR ..................... ................................................................ B LU EST 0 N E P r"-.V LER 3 3 z z 7 ui ---------------------F------------------------ u F, u ::7ATE ' .............. A5:',VE!�_--RA:;= --------------------------- ..................... 7 A' ------------- --------------------------- r ED -- — -------------------------- ------------ 'o7t3--MT CSMT IMPERE 3763 3-63 C-3117 C.At TEMPERED -M:,-t�,=,-; -------------------------- 0 u T-= 2 Irn UP A L LIVING ----------- BEDROOM#2 ----------- MASTER ------ ROOM 7 STAIR BEDROOM A/C -0 56 P\ A= /—,N— GAS I< F, 0 C, LJ 5 /C N 43,1 UJI LU 15 b ---- ----------- -------- O=EN 6' DN AE!f,/= % I CD DN U_ • 0-4 _j .10 10 T mc C) -4 EL I WALK-IN z 00 Ln MASTER, z <CL c\j DINING > BATH' 70 (1) .'i ROOM Ai 0 Q) 5.1lII h. ..... E 0 0 CD :)111 0 z > 2-2* z r,ic WALK-IN 0 LL. 'All 3 CL ttLED SHOVJF� < z A/ BATH i 0 \�3.0.1 ',,�3 0 113 0 :. If 4�31 0) 1,_ oj/\�IEMPERED HALL \Vc. CL ; 13 Ce LLJ G L-'IS uj If E> r u If SI(Ir-----aw------- d V) < 2x8 IFJ1 %NALL LU U < LU_J;.... . t 0 0 wc wc,"._- CD -7-11- KITCHEN u LU _j BATH c) A) U z 0 0 5n,-\50 00 ATT C z < a- U_ d. 7' Ly _j WALK-IN I I T V" CL ui /-CATHEP, REF LI1,JEN t) 0 S u & 0 L 1- 16 xI�5 -3 1 0-R-LE: -i L GARAGE CN z _j LJLJ m CL Ln - os, 2 co 2 11, 12 v`hAUNDRY A3.0 Q 0,, -1 F————————————————————— o BEDROOM#3 r.e c_1 2 Q) X J u FOYER 01 -----_-------- Z, T 376if CSMT 13765 CSMT TEMPERED 3.7.63 CSMT 2959 CSMT L_J L --- ------------- -------------- 43------------------ 7gi P�D L�V ............................................. pc 7 1\ SINK 1: TEMPERED\_Z1_ 2931 CSMT 3 Gr %5 ----- ---- BLUESTONE. 4 HAL- 3 It T ER-R A jr,E A3 01 SECOND FLOOR PLAN 2 SC4LE 1//-'-1'-0* ') FIRST FLOOR PLAN FLC)!')P AREL-C2.C--'M.C3UNIT SCALE FIRST FLI?rP- 1.5 c,� F T TOTLL: 3.L 7 S 0.F T 17t3 T L/";,ZL -10 -V"; , VJ -lt,4. 0 2' 1. 8 G&RfAGE: 503 S0 FT. VOLUME 3e.L315 Cli.1-7T. 0-00*1 .4q% i ^ Z W c .D O y Q O { U x v -_v a F � Q 1 I , I ; C.Al 1 c `�`'�` ' t 3 .__ ---- ............. ;QI > LU I _...._............_............:............................ CD 014 O 1 l � I T Z 00 { I f { 1 'I f ' `\�'� L l_L- C30 /'\ G30 o E =_O L O Q Z / � d L Ct LLJ U uj 1 I I w Q LLJ I { F { { F I __ F ' ...__..__...._....... _.._.._-_ { _ O I -0.F:;�iN=� Y C co ' � N I I N V) --..-.._....._._.._--....-- L s 3 VC C- HAL_ A3.0 G ROOF PLANCN SCALE 1/4'=1'-0" - s 1 0 2' L' 8' J, Is 12 .... 10 :8 12 10 8! Z Z uj P 7 7 8 un *3 L-S4 I-i3 < ..... ... 13 1 ..................... ui A- o -na ............ u u iTrP.. `7 IN, F... AT A. D.S ............... S L A D C;Z=- T ............... C.At.............. ......... 7 '3 .......... IZE I 7 f S.- I R 10 Ag (P 12 d3.................................... ....... I � I -110 S R 0 SUBFLOOR SUBFLOOR 8" 2 T 0 /E 2 MlkT 0 1,N-TE- F ............................... K-T-- rl rl F4. L EA:7F-E .......... 81 9 E-1 .11[] --J ETI -----JE--]EJ "'NQ) IL ID ................. ............ z ...... .. ..... 121,50,-\:Z:: 0 V E•c 0 D.S. :D,LL ui ............. Qh T 0 SUBFLOOR Tim---------- T 0 SUBFLOOR y fl N - - CD 04 B-JE L E A�-;R 0 N (v-FZ 7"-- z 0,4 2 1 1 3 r;;,�A\A:5 .131 43 1 43 2 '7 0 Sim -E 00 ------------------ri --------- L-------- -------------------------------------------- < ly I I 1 X" I > Lu uj FRONT ;ELEVATION REAR ELEVATION -+- E 2 0 a) T 0 SLAB SCALE 1/1-"=I"-0' SCALE:IIL-'=1'-0' 0 Z > T 0 SLAB clf 0 B B z ui < z 0 F- rL CLI u J ui L") < I.- Lu u < '4:"-C T 19-1Z n k GENERAL NOTES- ...... 1. SEE EXTERIOR ELEVATIONS&SECTIONS FOR ALL R.O.8 TOP PLATE HEIGHTS.UNLESS ............ OTHERWISE NOTED. I ALL WALL DIMENSIONS ARE TO FACE OF STUD/FRAMING,UNLESS OTHERWISE NOTED, 10 d \r 3. 2x6 NOM.EXTERIOR WALL FRAMING 8 2xi.NOM INTERIOR WALL FRAMING,TYPICAL, UNLESS OTHERWISE NOTED. VJ '-IE"AL 17 A=H N� uj A- ................................ ............. AL- \0'rV4�-i . ............ WINDOW/DOOR NOTES: 1. ALL WINDOWS/DOORS TO HAVE MUNTIN PATTERNS.AS SHOWN ON ELEVATIONS 2 REFER TO FLOOR PLANS TO CONFIRM WALL THICKNESS co 5. PROVIDE CUSTOM SIZE WINDOWS AS REOUIPED. PROVIDE SAFETY GLASS IN LOCATIONS AS REQUIRED BY CODE. > Lr) I � E i ! � • I 1 � U T P, /E r--Lzz��FAN 12 _�kT 0 SUBFLOOR -—-——-—-—-— ——-—-—-—-—-——-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- --—-—- -—-—-— ..... ... 2 .................................................................................... E Lo 2 F 'LARE ............... . . ..................................... .......... r-------I r--------I F! T 0.SUBFLOOR\ __ \ ii \ ........ ........................... 1:5 v...... ................... L-------i T:Z --S;:- \T- N-::-H C7F;ZA:-/C-- 2 ON-- I A-- L31 L 3 • AEC\/: (y --------J SIDE ELEVATION 3 SCALE:1/4'=1'-0' T.O.SLAB IL 0 2' L-——-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— ......—-—-—-......——-—-—-—-—-— B -J L--------------------- -------------------------------------------------------------------------------------------------------------------------------- 18 i z z uj 'A 'c 7 8 -11-4 M ;.. L3 i Q I N r > ;E < Ti' a uj U of(3 ui V4- AL)V 5/: -/S T;Z o u U ac \\ - .......... r D.s TO 5 aD INC,- S. Alc <L% ........... ................ D I R 4. L--- 7 -3 1 T.O.SUBFLOOR Fil . I I-2 — 6' 2 I ALJv 2 '7 _EA.=ZZ= l 1_ � � 1 2 -0 0 v F, /47) D fl D S DI 55 > 36' T.O.SUBFLOOR 1441 ...... CD cl-4 1 7 CD O.JA;;,: C14 0 v cZ C. R 0 ^_Lv\ 00 ------------— > Lu '7\4=.T.NO. Lu \A:: ;;Z=C,Ec- 1\-O ENE;Or-_'ON� � 0 SLAB T.O. 0 Z > B z LLJ 0 ZZ A I,VT'A E-2 0 K:7, LLJ Cz Lu A`�-A__;;�O L I I ITH\-:=T u < REAR ELEVATION w/ WALKOUT 4' ................ SCALE'1//."=1'-0' 0 2 Q A- 7= ... .. . 0 .............................. ...................... V:--A L. A=H',I✓ .............................................. A---lE-7AD .......................... .......... ............. A--^N:;Cll\S P:OF<15 t-'P 7r 3 t3 2 ui .......... AND 0 0 ...................................... ................................................................ .................. CID TR V a EAVES 4 Ll RA<E--I--F.) A i \:5 F r-Al P N =-AT=FOV Roo- '12 0-4 '4�kT 0 SUBFLOOR 10 2 v - ----------- ................. ............ ......................................... =0JARE a T T 0 Ll V) I r D.S D' ;y Lo T.0 SUBFLOOR Li F--------1 L__ J L------J 12, A 7_'� L L C r I /'2N C,L-V\ F Nl_f-H n�RA. S�Nfl =-\::' ^1^HATF-=R NTC =Y5T=l1 'r- =f,_NrA-1�N NALL T .viz.M-�%I_ Z ;R C.F N-0.VEAL_ CN B T 0 SLAB SIDE ELEVATION w/ WALKOUT 2 SCALE 1/4'=1*-0" 0 2' 4' 8' Z ------------------------------------------------------ �-_- F Z Z w 1 C �O ; O w U _ cr 0 W O_ p O p ►- j� C' a _A 3 __ ;< __- n u x u D� 12 HALL BATH BEDROOM#3 O�?c�`�acco�<k�,� 10 - CL 5c' -GH +LD T._0 SUBFLOOR T 0 SUBFLOOR 2'r .r - N-LL A-_ { ER MASTER ' c! WALK-IN GARAGE KITCHEN BATH FOYER LAUNDRY z b C L O w T 0 SUBFLOOR T 0 SLAB I �T 0 SUBFL00 - --- I �- - _ ,- - _ � - \ , •;" � ---- -,- DOOR G O .. _.._• --•-•--------•-•---- ---_—._.�- __—_._�.ai__—.. _.------ ——— ---— --— II I!i i I II I 0 `.IL L iL `E I 1 SIB Ent- � Ul IL L tir f- ITrll'_ = FINISHED WALK-IN -- O 00 00 .Ni-NI.-ICC' t i.; e -' BATH UNFINISHED _ f{ BASEMENT CL UTILITY _ U !{ O f Lu LCiN ? (� !1i I.. .�::.. .:Il O E T O SLAB It I i T.0 SLAB z a) J N O \p p z Q z n BUILDING SECTION BUILDING SECTION co i 2 - w SCALE:1/4'=I'-0• SCALE I/4'=I'-0• U w w U Q 0 cn 0 L O 61 ��T N r T.''\ ✓ F AF :,� A_�\)AT.^.ice 1\� / LI\C�PANCL \ I " - - --- - Lu - • it II �� EN _...__ BEDROOM#2 HALL BEDROOM#3 ` V N ,— _U GC-L c= -_^.F=\:- / PAN_L� �T 0 SUBFLOOR �� 5 SEPARATION WALL DETAIL _ r 5 SCALE 1-1/2'=1'-0• -L< SEPARATION WALL DETAIL '_� -;- - _ V) 4 RA FOAV-� MASTER �� MASTER SCALE 1-1/2•=1'-0• BEDROOM �i GARAGE BATH `x Lo CP r - - - - - i T 0 SUBFLOOR �_. . - - \ - 4 f '\ �• T T.0 SLAB DOOR - ... - .c m m --- �. v -_ - -- _ - - I- .: i- -• i l� n �G. o _a. _p ._"..r -lil' -r• 'IJ I Y I?.. - _�IE31s1Eii-ii7 - - - - .. _.. - -_- � ;�_t_•�-_ =�- _ ll fj=. -•-1I:{`-�"- - - '--i'__- --.i= - _I,-,_: �ii.ul•_!_ :11::� •! _ ERVAL F e=R OR -- - — -� - - UNFINISHED ��"- u !�_-.,� BATH UTILITY 6 SEPARATION WALL DETAIL _ �! B� TO-SLAB 0 2' L 8' .p - - p _ BUILDING SECTION 3 SCALE I/L'=1'-0• 7 7 AL :)R 7 \77 �.s ... ... R A R 21 A t 12 L 10 _j I 7, z z Ui Uj U T T R ---1,\T-- Uj 0 U U OV, ANT F D A7 C.Af_ FA\1 PORCH EAVE DETAIL MAIN RAKE DETAIL DORMER RAKE DETAIL 6 7 8 A I 0 SCALE:1-112 11-01 SCALE 1-112'=1'-0' SCALE 1-112'=1'-0" 12 rn 10 6 ------- AA__ � ` A-JV -�3 0 ..... . MAIN EAVE DETAIL N L L P SCALE:1-112"=1'-0' p T-IS r 0 rc_�Prr. NOTE Li Liu PRIOR TO INSTALLING SHINGLES INSTALL GRACE*ICE z WATER SHIELD"OR APPROVED EQUAL SELF-ADHERED ',/J-SH 7 0 _j--I RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES E 5 > TR EAVES RAKES VALLEYS HIPS ROOF-TO-WALL A LU oc INTERSECTIONS AROUND ALL ROOF PROJECTIONS.AND ENTIRE 5- E=Al-1�'A N --- ---- L ROOFS THAT ARE FLATTER THAN A 3 12 SLOPE DIRECTLY TO T.kq:� A - 'A I,,:;; ROOF SHEATHING INSTALL'ICE&WATER SHIELD"FROM THE EDGE OF THE ROOF TO MINIMUM 24'INSIDE THE EXTERIOR r,R <I 12 "L J' WALL LINE INSTALL PER MANUF INSTRUCTIONS F_ - -:;�, -\ CD _:-��A-=f�A-! TO 5=_A V E PORCH EAVE DETAIL C,4 CD \1-,I,L A 0'4 A:�;E r SCALE:1-112'=1'-0' 0,4 O'P PAN- -c-f Tr= ROC� F_ DECK DETAIL k`r -N'-T LU • A=_=HA_ F _C FOUNDATION DETAIL SCALE:1-112'=1'-0" • I_ff:V5RA\__ �-7-1\r7LE 00 N 15=�=Jl_:'N"=AP=-,: SCALE 1-112'=1'-0" T!5 r\-F_-V,:7 F-f>OF, F_-AP. \r, r w:-:-I I f-_o,_;;z '7N*I\=__=_;;1::___.Ar 12 70 RA` 3 6 10 0 :,-_E-rLOOR \:-:'J L L L r, J�_TA_2 -7 A� IC_ -z EE T A A:_: E F- 0 Lu 5 -IkT 0 SUBFLOOR ............ QkT 0 SUBFLOOR r �kT.O.SUBFLOOR —-—-—- Liz 2 2 2 ------ --I jl�T 0 SUBFLOOR, 6,T A 2 1.1 1 Ce LU L LU 5 41 U 1-1--- I . =-E--:>E v-, < 13 LU U < .I C) C) f \p 7-1-r_R 6 _AI A31 :;>---A 'P, N A= N7. C\ AI_ A T-__ c" .4 2"Ro^!-; A5 4 S,�>L J'AN L-1 >_ '7-TJD3 3 6'r,s K/5: '3:�,-:a L L E C f I A-T-N,AT_-\ A;e T 111 2%3 ri T Ll\=--R PANELS r • E A R-7-�A`,P E A., z LL C;P A5 U_ EA. 0 =A BJI__-�;NS J_ Uj 0 C)" HE. \s_ *,AND R_=-=_�OR'-O\a-T IN \0 ALA 5 0 T 5 r N C51-1 F_0-�R _jB�_LOOR 0 6' I& F-0 0 5�T 5A5_:_ON co �-0,'A=A-T= I- 5,,vo -- I . -;--5- -. PAN• c- 0 OR-0 51 ✓ 'Z • = 0_4 QhT.P SUBFLOOR QkT.O.SUBFLOOR T.0 SUBFLOOR t13 0 a, F N.ORA,�_� Q�T 0 SUBFLOOR\ r V. .. . .... r L J =III=::- =W .. ......... ...... --P. AA-L;ON-T.-7 a 117 > 7' .. ...... =R07=:�,71ON E-OAR:; &:OARAT O\^A_L .-I I F A) FOOT\G L10 -�-EE:=A 2 A! A 5TJ:7�;s Z'A=I Z,<-::A:;> :9 16 OF 5=?,Al FOAM 5=;PAY'FOA1-1 I\t_'-J_ATIO\ G-F 59AR:7-A N- :511 ICAR7�,LA. -!,-LNL;ATI:';N-4A._I_ NOTE: ALL WOOD :-OR NrO. -"P. 5-AE:�,ON--_-T. IN DIRECT 7. NOTE:WOOD CONTACT w/ • /r- A'-E ON :-,,0 L -1 L L CON5- ONCR VI_ FOLr /AFOR IN DIRECT C ETE SHALL BE CONTACT w/ F_A;ZR ER • 4 REV Ot\:� III SLA= PPESSURE CONCRETE :�;,-IPA�T 10'-1 L /A:=Oq TRE&TED. SHALL BE ARR r_;;� :'--A= \L.__A5.L A L A I T PRESSURE COvc'AG-7---;;5:L -\I-21 A= A :4 TREATED T 0 SLAB T 0 SLAB T 0 SLAB -—-—-—-—-—-—-—-—-—- - ——-—-—-—-—- B B B T1..O SLAB 4 ='CR--.DRAI\ F- E N r- E /EL /=-L./,;;Z RE V.S_.N:� I H R t\F LI-_R-A_=R _0 52 E L D -ON\=ST-0 -0 C;RA N 10 12Z I wo Ff>R VOPE \=O. WALL SECTION 2 WALL SECTION 3 WALL SECTION 4 WALL SECTION SCALE 112'=1'-0' SCALE 112*=1'-0' SCALE-112"=1'-0* SCALE 112'=1'-0' L _A=E 12.. NE'0.1 MND,-,'N IN S ALL A T i E 8 t '-T3D 11;'JST'-!:'.TAI i 4!1 A-'lNr-,:VJS ANID; F,�o 17- HAPVIN SFECIFiCATIC46.wo.X)tLTREX N:'ThLL 171'-F' Tf FIFIV A!:CC-FRAVF Co-NSTRU�TICN RES - -"'P VICIC-D-�.Ll REX 1,3E z'L A LZU:7� INST-11 I LT-D\ 7KS r;A-FP 7-25-17 VIIN'Dr-klj 17--U(-.- F WINDOW R 0 HT Z Z LLJ uj SEE EXT ELEVATIONS �7,--I u LLJ o U�- u L) t7ZZ I L F:.(" 1.E 1,;� D C. c =:-C-=-L 5 41c, T L L--�-:,THI\:i 0',I =CFCr.-RAv—RA NG p L- < 12 TYP. WINDOW DETAIL 10 ::Cr- SCALE'1-112'=1'-0' ... ... F P:7-RSA,-F-NS. K '2- A N 4 % -- - - - - - - - - -- I< z < 6 DORMER WINDOW DETAIL 0 SCALE 1-112"=1'-0. ci CAt-r*\C TYP > LU A C c f) ck: E X L P\7, V) 0 A--\L�TYF.) CN CD A3.2 CD 0-4 2N-S-G -0=-F=- "TA LLJ RECESSED WINDOW DETAIL 0 SCALE 1-112"=1'-0" 00 T 0 SUBFLOOR A C,---'0-\;R::: 2 F K NU--�;A AtE') lx4 ACC DCT->_ 1 1 i�� i I f 1 Z > LU TYP. EXTERIOR 6 V) z A3 1 0 < WINDOW/ DOOR CASING 2 A SCALE:112'=1'-0' < 6-i Lli < RA Ll\r, LU tU u < > T > -,E L i_v:Z A-:-1 0 /-=r-,OVER H'r%,-E 2 TO SUBFLOOR GLARCFA ....... ........ \10, FLflOF,e-'ON-T ui =rT- r- Z T A A-1 z 1 0 E.I\RM 1 N'I,L.\ JkT.O.SUBFLOOR T.O.SUBFLOOR 0 /E 12. T. CE3 CN Lr) 0\ C" '-,`--AL r-'--\::-H ON TO= {�I U 4 D---GR T F R_`F-0:�;�,Cf,\C-- =3RE5:- (= ---------------------- 77 t ri H L L E U i i CGG=AS E�H- E EOL- D > 4.0.0 SUBFLOOR r7RA/F-l- :�zZA N rc --7ER _0 :2' o T.O.SLAB IZ i) L G < @ DOOR u 2/A5 C- T TAI- A= \v T 0 SLAB -------- --- -- T.O.SLAB F 'n;j ..... B /..0.7-- B 12 10 ---------------------- E;:-Al-2 A3 I FZ 0 -711 1— J- — — —--- il — —..-7 — k—E III E R S- \=-4---\T ON 4 :;RAII� P:-z I,R.E RC-:;.;E H CON'-' \0 CRA A=='--:7; EEE S--;Z-,LC-f.RA--�A--'B, T 0 SUBFLOOR R:-\p F F s K F LTER A E R r-.C ON\1 2- VZZ A 1 0*1 I-10RE Nro 2 (Y) WALL SECTION WALL SECTION WALL SECTION I � SCALE 112'=1'-0" 2 3 SCALE:1/2'=1'-0" SCALE 1/2'=1'-0' ---------- WALL SECTION F A:- I SCALE 112'=1'-0' z 36-7 ck CL 3'-2" 5-b' 30 CONSULTING ENGINEERS PROVIDE d INSTALL SIMPSON pO 0 G fl p p fl i;.�::..it_.,.,:e+,oy•fivaen ABUbb STA BASE d F o S� � GONG.FT6.REINF.W/ 4 's��s GONG.r'TG.REINF.W/#4 ��s S�� - ,:.i,•-•:: FASTEN TO GO W/%"DIA. _*e �� BARS a 12"O.G.E.W.,BOT. S BARS a 12'O.G.E.W.,BOT, x@-xB I I•�• I'-4' -4' I Camera/O'Neill EPDXIED THRE ED ANCHOR O . O 6'-I O' 12'-4" 12'-4' ROD(b'EMBED) O i , 10"DIA.REINFORCED L'- - J 4 't�EW. 50NOTLBE PIER.TYP. s� 3'-2' 4 (30.F.MIN.3'-6' 3'-2' 5p.1 BELOW GRADE) 3'-2' 3'-2" 3'-2' 6_10' 12'-4' 12'-4" /GONG FTG.REINF.W/x4 GONG.FTG.REINF.W/94 �/ BARS a 12"O.G.E.H..BOT. ' I _ - BARS a 12"O.G.E.W. T. __ _ � •�� z z it 12'THICK GONG.FT6. r r l : W FASTEN FIRST WALL �'_II• I''4• REINF.W/5 BARS a I I I I +, /' s' o ua U ` WORD.W/ARGHL 12'O.G.E W.,BOT. )----J --- 10'DIA.REINFORCED L---JaN, cc p u, STUD TO GONG.FDN. 9 5• I J 6 50NOTUBE PIER.TYP. O WALL W/HILTI TYPE X-U 5. -.--~ - POWDER ACTUATED c,O 1 (B.OF.MIN.3'-b' U x FA5TENER5 AT 16'O.C. STAG6ERFD _ (B.O.F_-14'-0']_ -_ (B.O.F_-14'-O 7 -- - [B.OF.-10'-10') BELOW GRADE) PERMIT SET U ------ ------ ----- - L LL7/ ADJACENT I -- ------ - ---- --_ •�. ADJACENT f----- T.O.SHELF------ -- TO.SHELF tUNI T UNIT I [-10'-2"] 1 T.O.WALL f u -1 [-10'-2'] I 1: rFOl/NDATION I TO.WALL PROVIDE d INSTALL BEAM I _iF0U1mAT10N ' ®DOOR tV ---- = I TO.WALL *BEAM POCKET AND P.T.BEARING � 1 T.O.STEM 50.1 ,n L. T.O.STEM � [-0'-51'i') POCKET PLATE TO ACCOMMODATE Q I T.O.WALL [-Q'-b'1 51M _ [-l0'-2') L (-`I-b•1 - 1 I o o I _� I f--t�'.'] BEAM.PROTECT _ I FT6.STEPS ? I " UNTREATED LI.PIBER WITH o I s BUILDING FELT,TYP. I I T.O.WALL T O WALL a WINDOW I , LL I I 4"( I I p [C,OORD.W/ [COORD.W/ARCH•L) 4 I I r--- L�LY I I s I ARGH'L) r-- `AL` I I O 4,14 �. I '• i I I 35' ��. I•� T.O.WALL STEPS I PROVIDE(4)FULL I I r' T.O.WALL I ' I O I COORDINATE � I �. T.O.WALL I I ,� HEIGHT•5 VERT.BARS I I I I (-0'-y4 l I WATERPROOFING FT6.STEPS�I I AT WALL STEP L - L- I [ i O I . . ' A D DRAINAGE W/ F3 L I 1 3-t�s• la'-11r: I I o 3 6",• 1a'-IIY: Ib'-IOY: I m PROM N5 BARS AT 24'O.G. VERTIG Y d HORIZONTALLY GEN ON WALL.PROVIDE I I I T.O.WALL � I I #5 DO INTO FT6.TO MATCH I I [-O'-5y4 1 I I. I VERT.REINF I PROVIDE d INSTALL)4- GAP AND BASE PLATES I I Z AT ALL GOLurrttS.TYP. - •�� I I O i o �C. �C y 35 CAS'. I Iv w a 5 m I I I I it 5 I I I 1 iv t2 50.1 I I F21 I F25 ,I 50.2 '�' SO.I I F� I �. I 502 m "' I PROVIDE d l TALLY, I PROVIDE d l TALL) I _ I "SPRINGF1 •GAP AND I I "5FRIN6FI 'GAP AND I O I 3'-T16' 14'-10T6' 3•--M* 14'-10%' I I '• I BASE P AT ALL I I BASE AT ALL I I CV LALLY TYP. I LALLY L TYP. - I O I •• I i .� I I I i Z N 10"WALL f I: I I 10"WALL 1 4' 10'WALL I �f 1 Q ' I 1'-10"FT6. GO(Y I'-t0'FTG. L - E2 CO(At r I'-10'FT6. I C T.O.SLAB ,- I I ELEV.1W-6' I I T.O.SLAB I I Z I I 3 I I ELEV A'-b" 3 I I I I i 1 SLAB DETAIL PROVIDE#4x4B" I _O I I I SLAB DETAIL PROVIDE#4x48' I I O ^ C ' I �•I DIAC70NAL RE-BAR I I ' I I 50•I DIA60NAL REBAR I I ' Z - ►t; I AT RE-ENTRANT I t4 z I 4'NORMAL WT.GONG.J AT RE-ENTRANT O I � I O 0 0 _ SLAB CORNERS. U- I I m I _ 5LAB CORNERS. U- Ito I I SLAB ON-TRADE. T O.WALL T.O.WALL I I y [ I 4'NORMAL WT.GONG. T.O.WALL T.O.WALJ_ I I u Z Z Z SEE DETAIL O BEAM O I i- O I O O (-0'-5,') I I � I _' I SLAB-0ON-GRADE. ®BEAM s'] : I f= LL POCKET p I SEE DETAIL POCKET p I d V) - ----t I ADJACENT I I _ J I ADJACENT u I (- I UNIT I I UNIT vU, Q w TD.WALL - I FOIRrDAT10N T.O.WALL ,, I FOUNDATION p vUi PROVIDE d INSTALL BEAM [-0'-SI'4') L I [-0'-`5y L POCKET AND P.T.BEARIN6 PLATE I I - --,- PROVIDE d INSTALL BEAM i - AS REQUIRED TO ACCOMMODATE I ( _ b POCKET AND P.T.BEARING PLATE I I 6 BEAM.PROTECT UNTREATED I I PROVIDE d INSTALL BEAM I AS REQUIRED TO ACCOMMODATE I -I I BEAM 1PROVIDE AND P.T. 50.1 LUMBER WITH BUILDING FELT I I ^I POCKET AND P.T. 50.1 BEAM.PROTECT UNTREATED j I - I I BEARING PLATE TO 51M T� LUMBER WITH BUILDING FELT -I I BEARING PLATE TO SIM I I ACCOMMODATE BEAM I.s, O) O I I ACCOMMODATE BEAM. PROTECT I I ti LUMBER WITH IATED LDING IN THE EVENT OF SEPARATE I I`ti O I I I PROTECT WI IUNTREATED ED6 IN THE EVENT OF SEPARATE I I:] O I ( POUR5,PROVIDE d INSTALL#5 I POUR5,PROVIDE d INSTALL#5 I O I FELT I I ti I O I FELT I I I - I tri I x 30'LONG DOWELS®12'O.G. O m I x 30'LON6 DOWELS®12'O.G. VERT.DRILLED d EPDXIED INTO I I O I I VERT.DRILLED t EPDXIED INTO I 10 - • I 5 FDN.W/6"EMBED. I I I 5 FDN W/6'EMBED. I 50.1 I 50.1 12'THICK GONG.FT6. I I I 151M Ip•WALL I I 12"THICK GONG.FT6. I I _ REINF.W/#4 BARS® I - I I I I SLAB DETAIL I I REINF.W/#4 BARS® I I i SIM 1 SLAB DETAIL 10"WALL I I = H..L_ Z 12'O.G.E11.,BOT. Y-5.I I I I 50.1 I'-10'FT6. I• 2' ' I 12'O.G.E1^I.,BOT. I I I cp 1 I'-10'FT6. [B.O.F.MIN 3'-b' I I I [B.O.F.MIN 3'-6' I I _ uj �[ BELOW GRADE] --I I I I I I BELOW 6RADE1 I 10'WALL ( � I 4'NORMAL WT.GONG.A �v I I I I 10"WALL I I 4'NORMAL WT.GONG. I I - I'-10'FT6. ( 5LAB-ON-GRADE. O I I 513=DETAIL ►- I I I I I'-10'FT6. I Ll SEE DETAIL E I I1 O V co 6'KALE I I I I o I l i 3 ry 6'WALL N - L IV ELEVI-0'a GARAGE DOORS <0 V.2 T.O.WALL i I ik T.O.SLAB OQ I i 50.2 I I T.O.WALL I I I I ELEV.-I'-O'®GARAGE DOORS O - N I I [GOORD.ry I I I I I [GOORD Hv I I ARCH11 I I I I I /.' ARGH'L] I I �_q I I - N PROVIDE NT.#4 BAR l- I T.O.WALL I I FL 0 I 'I I PROVIDE CONT.04 BAR J - TA.WALL I I a� I I - - ENTERED AT T OF WALL I [-0'-51'.'1 T.O.WALL I I I TERED AT T OF WALL T.O.WALL I I I I (-o'-s►S 1 _ I [-O'-9'4'1 I C� GONTIWOUr VELED 2x3 I I I I GONTIrwa� 2x3 I IN THE EVENT OF SEPARATE SHEAR KEY AT WALL BASE I IN THE EVENT OF SEPARATE :• SHEAR KEY AT WALL BASE I I I I POURS.PROVIDE d INSTALL 05 I I I I POURS.PROVIDE d INSTALL$5 I I - •' I x 30'LONG DOl•EL5 a 12'O.G. I ( I I I x 30'LONG DOWELS®12'O.G. I I VERT.DRILLED d EPDXIED INTO I VERT.DRILLED d EPDXIED INTO (�l 5 O II I FDN.W/b'EMBED. T.O.WALL I I i ADJACENT 50.1 I I FDN.W/6'EMBED. � UNIT ] - W it SO.I I ^I O O.-ALL 5 I , O T.O.WALL I I I ADJACENT t I I O O I? I T.O.WALL J I 1- FOUNDATION I I O p I T.O.WAIL I I-- FOUNDATION a ) I O I� I T.O.WAIL a DOOR I I I O I T.O.WALL a DOOR I = J _ 4 I T 1 I (-0'-51'4") [-i'-8°] 4' I L ___ ___ __ ____ ___ ____ ___ - ci m1 I I I ml 1----- I T.O.WALL I .-- - -- _t- T.O.WALL yI - - ------ J 1 i ; I y4. -1 (-0'_5v4.] I I [B.o F.-4 b•] = I i I 54. [B.oF-4-6"] OVIDE(4)#4 VERT. I L---- --J I 8 DE(4)04 VERT. -- --J I 8 BARS AT PIER I L r I T 50.1 m BARS AT PIER I I T 50.1 m I T J TD.WALL -L t'-8` I J T.O.WALL I�; -t'-I')`Fife-- --- t --- 10 t [-1'-4 J 8.WALL ti-11%. 116 3' ±I'-105" 10 t (-1'4 B'y�ALL ±I'-105' ilb'-3' SO.I I t -- --- GOORD.W/ARGHL 50.1 I t -- - COORD.W/ARCHL L------ ------ �I.' I b L------- -------- b r ----------� 50.1 I _ Sol I I Q'-2' i9'-l' l'-10' W-2"[p q W-2' V-2' • FOOTING SGHEDULE FOOTING FOOTING - FOUNDATION PLAN-WALK OUT BA5EMENT G'Y�F=OUNDATION PLAN-EGRE55 WINDOW ID TAG SIZE REINFORGING SCALE:I/4'=1'-O" :1/4"=1'-O" F 2'-O"x2'O°x12"THICK (3)#4 E.W.BOT. FOUNDATION PLAN NOTES: F2.5 2'-b'x2'-b"xl2"THICK (4)#4 E.W.BOT. I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0" F - - "xl 'THI K 4 94 T _ 2. ALL DIMENSIONS,ELEVATIONS.SHELVES.BEAM POCKETS,GUT-OUTS,UNDERGROUND VTILITIE5, ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, PIERS,FOOTIN65,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLAB5, 6EOTECHNIGAL.MECHANICAL.ARGHITEGTURAL AND ALL OTHER TRADES'DRAWIN65 PRIOR AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH TO CONSTRUCTION. CIVIL,CEOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND 3. 'LALLY COLUMN"-ALL LALLY COLUMNS SHALL 13E FILLED SOLID WITH CONCRETE.PROVIDE ALL OTHER TRADES'ORAWINe5 PRIOR TO C.ONSTRUGTION. THICK"SPRINGFIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS. 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION 4 SPECIFICATIONS G CAMERA-O'NEILL 4 CONSULTING ENGINEERS "INTERIOR CONCRETE SLAB ON GRADE w/bxb _ w WI.4xNIA W.W.F.SLAB ,mow v=:•,..s z Camera/O'Neill SHRINKAGE CONTROL JOINT C ONCRETE SHALL BE w 0 PROVIDE AND (PROVIDE 5AWGUT JOINT p CN = 3000 psi MIX W/NO r INSTALL CORNER IN GONG.SLAB AND FILL w/ z ADDED AIR ENTRAINMENT. 3b- m BARS TO MATCH EPDXY AFTER SLAB CURES) Q AT LALLY GOLUMN5,PROVIDE AND INSTALL�" ''^�?'• W 51ZE AND 5PAGING �°!G- `n RUN HOR BARS OF HOR.WALL CONCRETE FILLED LALLY 'SPRINGFIELD'GAP AND BASE PLATES. -;- T , 3F FASTEN GAP PLATES TO BEAMS W/(4)-1/2"DIA.LAG 40 •'�-"�� ' 10 MIL.POLY.VAPOR ' _ ,_ LONG REINF.E.F COLUMN,SEE PLAN -�� 5GREW5 AND FASTEN TO GONGRETE FOOTINGS WITH(4) PROVIDE d INSTALL 5IMP50N P.T POST, a``!ry!t;� `.� RETARDER.LAP EDGE5 - ABUbb(OR ABU44 AT 4x4 SEE PLANSi / b"MIN. >r`' I �'DIA.EXPANSION ANCHORS.TYP. POSTS)STANDOFF BASE d �,:�� <: a z 2 uj ,;:,;, ! <:•.:. :.:; :� tj"SHIM SPACE.COMPLETELY PACK �� W J- WITH N.S.GROUT TO ACHIEVE FULL FASTEN TO GONGRETE PIER W/ ;~ ". °C c, • DIA.EPDXIED THREADED 4'� �" `� b"THICK COMPACTED BEARING ONCE COLUMN IS SET IN PLACE ';`� :C, �-'�' ~y~ < GRAVEL BASE LAYER ANCHOR ROD(5'EMBED) F,: ;�A,� o�o W = ��_�� GONG.SLAB ON - - --A -- u _ u UNDISTURBED VIRGIN SOIL T.O.SLAB EL. GRADE,SEE PLANS PERMIT SET z 5 OR COMPACTED 6RANULAR FILL INV SEE FLANJ CONCRETE WALL INTERSECTION 0 10,DIA.CONCRETE SONOTUBE a x-.,t.Y--•x-x-x x K-•K-x-•,c--�w-•x I.5AWGUT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HR5. U OF SLAB PLACEMENT,AS 50ON AS CONCRETE 15 GAPABLE OF SUPPORTING SAWGUTTING EQUIPMENT. PROVIDE AND INSTALL OUTSIDE p CORNER BARS TO MATCH 51ZE AND B.O.FOOTING EL. 5PAGING OF HOR.REINF. SEE PLAN FOR PROVIDE d INSTALL 2.LOCATE 5HRINKA&E CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT 36' FOOTING 51ZE AND z_ (3)#4 HOOKED MAXIMUM 5PAGING OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RESULTING v REINFORCEMENT F DOWELS SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A 15:I LENGTH TO WIDTH RATIO. cn 8 3.OPTIONALLY,THE 5HRINKAGE CONTROL MAY 505TITUTE PRE-FABRICATED PLASTIC 5TRIP5 INSTEAD OF 5AWGUTTIN6.SUBMIT CATALOG GUTS FOR TYPICECTION THROUGH INTERIOR FOOTING B O.FOOTING OIL APPROVAL PRIOR TO U51N6. (D!��ALEN/54"=1'-0' EL.SEE PLANS 4.INSTALLATION OF ALL NON-STRUGTURAL CONCRETE SLABS-0ON-6RADE SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, PROVIDE AND 05GALE: CONCRETE 50NOTUBE DETAIL,TYP. AGI-360 AND AGI-302. INSTALL IN51DE 2'-6'MIN.LAP (2)#4 BENT BARS 3/4"=1'-O" CORNER BARS TO AT BOT.OF FOOTING MATCH 51ZE AND TYP.INTERIOR SLAB ON GRADE DETAIL 5PAGIN6 OF HOR. I WALL REINF.E.F. ' SCALE:NONE JI „• STEP vAwEs, 12" SEE PLAN 0 (3'-0'MAXJ ✓� 36' I •' .-2 b'MIN.LAP > w (TYPICAL) Y CONTINUOUS �"APA RATED WALL FOOTING SHEATHING,SEE CONCRETE WALL CORNERS > (2)#4 CONT.AT O s 60T.OF FOOTING 2xb WOOD STUDS®Ib"O.G. NO m 8'MIN. (2)#5 CONT.AT UNLESS NOTED OTHERWISE. TRIPLE 2xb SILL(P.T.ON BOTJ FASTENED CV TYP.REINFORCED CONCRETE WALL DETAILS BOT.OF FOOTING FASTEN PLYWOOD TO ALL TO CONCRETE WITH J"DIA,x 12"LONG 2 'SCALE:NONE DOOR JAMB BEYOND PLATES WITH ad NAILS a 4' HOOKED ANCHOR BOLTS a 48"O.G. AND O.G.EA.PLATE,TYP. b'(MIN)FROM BUILDIN6 CORNERS.WALL tT 2a TYPICAL STEPPED FOOTING DETAIL #4 SLAB DOWELS a 12' ENDS,AND DOOR OPENINGS. SCALE:3/4'=1'-0" COORDINATE 5LA13 E06E O.G.a 6ARA67E DOOR _t i DETAIL WITH ARGH'L OPENINGS 24' PROVIDE AND INSTALL FELT BOND DRAWINGS T.O.WALL BREAKER WHERE SLAB 15 POURED Q Cu EL.SEE PLAN A&AIN5T FOOTIN6MWLL,TYP. W C CONT.#4 NOSING O C � T.O.SLAB T.O.S�LAB� � .� � 2xb WOOD STUDS a 16'O.G.UNLE55 2xb WOOD STUDS a 16"O.G.UNLESS --- 5LE S •-•-•=-'•-^-• PLAN Y {- NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR O O 51-EARWALL 5CI EDULE5. 5HEARWALL SCHEDULES. T.O.WALL Z EL.SEE PLAN I GONG.SLAB ON #4 CONTINUOUS BAR GONG.SLAB ON 0 Z Z DOUBLE 2xb d P.T.2x10 SILL FASTENED DOUBLE 2xb d P.T.2x10 SILL FASTENED GRADE,SEE PLANS a TOP WALL GRADE,SEE PLANS n TO CONCRETE WITH J"DIA.x 12'LONG TO CONCRETE WITH J'DIA,x 12"LONG #4 CONTINUOUS BAR a - 8'WALL _ 6'WALL CL 6i HOOKED ANCHOR BOLTS a 48'O.C. AND HOOKED ANCHOR BOLTS a 48'O.G. AND TOP OF WALL N Q b°(MIN)FROM BUILDING GORNER5,WALL C.ONTIN000S uj U b'(MIN)FROM BUILDING CORNERS,WALL �'TdG APA RATED "TIC,APA RATED w EN05,AND DOOR OPENIN65. PLYWOOD SUBFLOOR ENDS,AND DOOR OPENINGS. PLYWOOD 5UBFLOOR b•,TYP CONTINUOUS BEVELED 2x4 6' BEVELED 2x4 T.O.50FLOOR T.O.5UBFLOOR EL.SEE PLAN FL.SEE PLAN � ��KEY,TYP. � �• SHEAR KEY,TYP. jl�T.O.WALL T.O.WALL V v EL.SEE PLAN EL.SEE PLAN - in >` FASTEN PLYWOOD TO ALL FASTEN PLYWOOD TO ALL PRE-ENGINEERED - Q - Q 0 FLOOR TRUSSES, 8.0.FOOTING B.O.FOOTING • PLATES WITH 8d NAILS a 4 PLATES WITH 8d NAILS a 4' ,. ... f. ... O.G.EA.PLATE,TYP. O.G.EA.PLATE,TYP. 5H PLANS NV EL.SEE PLAN .5EE PLAN (2)#5 CONTINUOUS (2)#5 CONTINUOUS + (2)#4 CONTINUOUS (2)#4 CONTINUOUS BARS a 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_8 FOOTING NATURAL,UNDISTURBED 1_8 FOOTING Q� BEARING FLOOR TRUSSES, 5UB-GRADE OR PROPERLY 50-GRADE OR PROPERLY - SEE PLANS CONT.P.T.2xb LE06ER FASTENED COMPACTED GRAVEL FILL. COMPACTED C-RAVEL FILL. TO GONG.W/0.151"DIA.HILT[TYPE r P.T.2xb BLOCKIN6 BETWEEN X-U POWDER ACTUATED FASTENERS Y ui TRUSSES FASTENED TO GONG.W/ SECTION THRU GARAGE DOORS 5EGTION THRU GARAGE WALL 0.151'DIA.HILTI TYPE X-U POWDER a I6'O.G.STAGGERED.CEILING 05GALE:3/4"=1'-O' CALE:3/4°=1'-0° O ACTUATED FASTENERS,MIN.(2)PER STRAPPING SHALL BE FASTENED _ O BLOCK.CEILING STRAPPING SHALL TO LEDGER W/(2)8d NAILS _ BE FASTENED TO BLOGKING W/8d m r NAILS®8'O.G. n, 1 APA RATED WALL 2xb WOOD STUDS a 16'O.G.UNLESS _ (�! SHEATHIN6,SEE NOTED OTHERWISE IN M-M5 OR _ ` , Lf7 - GENERAL NOTES. 5HEARWALL SCHEDULES. - u NFASTEN PLYWOOD TO ALL DOUBLE 2xb SILL(P.T.ON BOT)FASTENED _ n`` 10"WALL 10,WALL PLATES WITH 8d NAILS®4' TO CONCRETE WITH 'DIA x I6"LONG 36• - �/ N O.G.EA.PLATE,TYP. HOOKED ANCHOR BOLTS a 48"O.G. AND b'(MIN)FROM BUILDIN6 CORNERS,WALL #4 SLAB DOWELS a 12• 24' 0 r- • ENDS,AND DOOR OPENINGS. O.G.a TERRACE T.O.STEM GONG.SLAB ON FOUNDATION _ z - 1/I�S� P GRADE,SEE PLANS Q� _ d) v T.O.SLAB #5 CONTINUOUS HORIZ. EL. E SLAB I - BAR a TOP OF STEM T.O.SLAB b"STEM $� EL.SEE PLAN T.O.WALL J I _ V) PROVIDE AND INSTALL FELT T.O.SHELF ` VIDE AND INSTALL FELT ll.SEE PLAN 2 GONG.SLAB ON PROVIDE AND INSTALL FELT BOND BREAKER WHERE SEE P • 4' SLAB BREAKER WHERE ST # GRADE.SEE PLANS • BOND BREAKER WHERE ' CONTINUOUS SLAB 15 POURED A6AIN5T CONTINUOUS 5LAB 15 POURED AGAINST SHELF (1) 4 CONTINUOUS 8°WALL BEVELED 2x4 FOOTIN6/WALL,TYP. BEVELED 2x4 FOOTING/WAILL,TYP. FOOTIN6/WALL,TYP. BARS a TOP OF WALL ! tLO SHEAR KEY,TYP. SHEAR KEY,TYP. #5 CONTINUOUS HORIZ. 10-WALL - GONG.5LAB ON GONG.SLAB ON CONTINUOUS b' 6RADE,SEE PLANS b' 6RADE,SEE PLANS BAR a TOP OF SHELF 6'TYP BEVELED 2x4 TYP. TYP. SHEAR KEY,TYP. CONTINUOUS � BEVELED 2x4 v SHEAR KEY,TYP. m oo TYP. •. - - - - B.O.FOOTING B.O.FOOTING B.O.FOOTING EL.VARIES EL.VARIES ILL.SEE PLAN - SEE PLAN (2)05 GONTINUOU5 SEE PLAN 1'-10" (2)05 CONTINUOUS B #4 CONTINUOUS - FOOTING SHALL BEAR ON BARS a BOTTOM OF BARS a BOTTOM OF BARS a BOTTOM OF . = NATURAL,UNDISTURBED FOOTING - ' SUB-GRADE OR PROPERLY v FOOTING v FOOTING B.O.FOOTING COMPACTED 6RAVEL FILL �^ FOOTING SHALL BEAR ON m FOOTING SHALL BEAR ON SLLEE PLANS 1'-10" (y#5 CONTINUOUS - NATURAL,UNDISTURBED NATURAL,UND15TMBED _ BARS a BOTTOM OF 5UB-0RADE OR PROPERLY 5U8-GRADE OR PROPERLY - C) COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL m FOOTING 10 SECTION THRU TERRACE FOUNDATION \�SCALE:3/4"=I'-O" THRU FOUNDATION-PERPENDICULAR FRAMING SECTION THRU FOUNDATION-PARALLEL FRAMING (D'�!51EGTION THROUGH WALKOUT FOUNDATION (D'�!5�ECZTIONbCALE:3/4 3/4'=I'-0' SGALE:3/4"=I'-O' CAMERA-O'NEILL CONSULTING ENGINEERS Camefa/O'Neill SINGLE 2x4 SOLE PLATE,TYP. -~ --� If�M. Y, �A- x�f PROVIDE CONTINUOUS 2x4 arse 2x4 WOOD STUDS 9 lb"O.G. 2x4 WOOD STUDS®Ib'O.G. "RIBBON"FASTENED TO EA. ��i�;`! '• 5HEARWALL.SEE 5HEARWALL PLANS d 5HEARWALL.SEE 5HEARWALL PLANS d FLOOR TRUSS W/12d NAILS SCHEDULE FOR ADDITIONAL 5GHEDULE FOR ADDITIONALuJ INFORMATION INFORMATION s $ — r •. „mow. A�'> cc p w G SINGLE 2x4 SOLE tz c O .- J PLATE,TYP T.O.50-FLOOR U U = W PERMIT SET ,•.Z PROVIDE CONTINUOUS 2x4 "T16 PLYWOOD GOORD W/ARCH �foc - "RIBBON" FI TINE, Q J FASTENED TO EA SUB-FLOOR. T5 W/ FLOOR TRU55 W/12d NAILSWGS. I i PRE-ENGINEERED WOOD FLOOR TRU55E,SEE PLANS i PRE-ENGINEERED HOOD/I FLOOR TRUSS,SEE j PROVIDE Y4'DIA.x b'LONE, PLANS I PROVIDE AND INSTALL TRIPLE 2x4 5IMP50N 505 SCREW FASTENED STUB P05T(NOT SHOWN)BELOW ALL THROUGH DOUBLE TOP PLATE AND DOUBLE 2x4 JAMB AND P05T LOCATIONS ABOVE. DOUBLE 2x4 TOP INTO PRE-ENGINEERED TRU55 6.G.NOTE: TOP PLATE,TYP. I PLATE,TYP. BOTTOM CHORD®24"O.G. PRE-ENGINEERED WOOD FLOOR TRU55 BEARING REQUIREMENTS SHALL BE COORDINATED WITH TRUSS DESIGNER 2x4 WOOD STUDS®16'O.G. I 2x4 WOOD STUDS®I6'O.G. 5HEARWALL.SEE 5HEARWALL PLANS d 5HEARWALL.SEE 5HEARWALL PLANS d Z SCHEDULE FOR ADDITIONAL 5GHEDULE FOR ADDITIONAL INFORMATION INFORMATION j � Lu tY 2 SECTION THRU FRAMING AT PARTY WALL SCALE:3/4"=1'O" O 0-4 04 O-1 N � � N Q u c LL.I E 0 -0 N > 2x4 WOOD STUDS®I6"O.G. 5HEARWALL.SEE 5HEARWALL PLANS d 2x4 WOOD 5TUD5®16"O.G. Z z z SCHEDULE FOR ADDITIONAL _ 2x4 WOOD STUDS®16"O.G. 5HEARWALL•SEE SHEAR-WALL PLANS d O INFORMATION 5HEARWALL.SEE 51 EARWALL PLANS d SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®Ib"O.G. SCHEDULE FOR ADDITIONAL INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS d Ce u.i TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED INFORMATION SCHEDULE FOR ADDITIONAL U J 6j TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED INFORMATION w (< Q TO CONCRETE WITH I"VIA.x IT LONG 51N6LE 2xb SOLE TO CONCRETE WITH I"VIA.x 12"LONG p �„ 0 HOOKED ANCHOR BOLTS®46'O.G. AND PLATE,TYP. HOOKED ANCHOR BOLTS®4b"O.G. AND 6"(MIN)FROM BUILDING CORNERS,WALL 'Td6 APA RATED b'(MIN)FROM BUILDING CORNERS,WALL ENDS,AND DOOR OPENINGS. GOORD•FIRE RATING PLYWOOD 5UBFLOOR REQUIREMENTS W/ ENDS,AND DOOR OPENINGS. 5:7ARGH'L DW55. T.O.5UBFLOOR EL.SEE PLAN PROVIDE AND INSTALL FELT BOND T.O.WALL T.O.WALL BREAKER WHERE SLAB 15 POURED Q EL.SEE PLAN EL.SEE PLAN AGAINST FOOTIN6/WALL,TYP. T.O.SLAB . • — SEEPLAN � Y W 12KI CM (2)a4 CONTINUOUS GONG.SLAB ON (2)�5 CONTINUOUS PRE-ENGINEERED TOP CHORD BARS®TOP OF WALL Gi2ADE,SEE PLANS BARS®TOP OF WALL BEARIN6 FLOOR TRU55E5, - 10"WALL w •, SEE PLANS _ � O P.T.2x4 SILL FASTENED TO CONCRETE CONTINUOUS WITH J"DIA,x 12'LONG HOOKED ANCHOR NP. �R KDEYx4TYP. - O BOLTS®48 O.G. AND 6(MIN)FROM Y BUILDIN6 CORNERS,WALL ENDS,AND c� _ DOOR OPENIN65. v B.O.FOOTING �' N . P (2)#4 CONTINUOUS = W FOOTING SHALL BEAR ON I'-10" BAR5®BOTTOM OF N NATURAL,UNDISTURBED FOOTING r— IO'WALL SUB-6RADE OR PROPERLY COMPACTED 69,AVEL FILL. ' SECTION THRU GARAGE AT PARTY WALL W G)50-ALE: 3/4"=1'-O' •E V) tY CONTINUOUS PROVIDE AND INSTALL FELT x BOND BREAKER WHERE BEVELED Np 5LAB IS POURED AGAINST c�}I Y FOOTIN6/WALL,TYP. Y TYP GONG.SLAB ON 6RADE,SEE PLANS Y B.O.FOOTING VARIE5 SEE PLAN 2,-0„ I (2)#5 CONTINUOUS BARS®BOTTOM OF v �FOOTING m FOOTING SHALL BEAR ON NATURAL,UNDISTURBED 50-GRADE OR PROPERLY COMPACTED GRAVEL FILL. 0!c�- ION THRU FOUNDATION AT PARTY WALL E:3 /4'=I'-O" G CAMERA-O'NEILL CONSULTING ENGINEERS ii,VC:•-,ll Ana„'2",.y•Gc;iu.^• a,Croc:To.v,in. Camera/O'Neill ""'',.,N,>, GENERAL NOTES: CONCRETE NOTES: STRUCTURAL LUMBER EN6INEERED LUMBER: Y I.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A G0MPRE-561VE STRENGTH OF NOT LE55 THAN 4000 PSI AT 28 I.ALL MATERIAL AND WORKMANSHIP 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 THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE TIATIONAL DESIGN SPECIFICATION FOR SHOWN ON STRUCTURAL DRAWINGS WITH EXISTING FIELD CONDITIONS STRE55-6RADE LUMBER AND ITS FASTENINGS'OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. Af,��YS'�'k� A� �9 AND ALL CONSULTANT DRAWINGS AND REPORTS INCLUDING 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 3000 P51 AT , ¢ r.` T. 6EOTEGHNICAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT 2.THE MINIMUM 6RADE5 AND DESIGN VALUES REQUIRED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL BE / ;�1 '•.' �.,; y Z Z,+, STUDS:CONSTRUCTION GRADE SPRUCE-PINE-FIR,FG=I000 P51,E=1,300A00 PSI, ;r, t ..•.' W 2.ALL 516NIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A WMPRE-551VE STRENGTH OF NOT LE55 THAN 4000 P51 AT 28 DAYS J01575/RAAFTERS/BFAM5:SPRUCE-PINE-FIR NO.2,FB=815 PSI,E=1,400000 P51 THE ARCHITECT OF RECORD. (ENTRAINED AIR CONTENT BETWEEN 45%AND 1%). PRESSURE TREATED LUMBER:SOUTHERN PINE NO.I,E=1,400000 P51 ;,f i,° ' u,U < j ., A nc 0 u+ 3.ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUGIN6 ADMIXTURE. 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2xb a Ib O.G.UNLESS NOTED OTHERWISE.FURTHERMORE.ALL WALL r.': ,^;'^,f O .- °o r CUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS,AND STUDS ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF COLUMN WITH HILTI X-U POWDER DRIVEN "" -_ =y. s ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TESTS CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TESTING LAB ON FASTENERS 6 Ib'O.G ARGHITEGTURAL AND ALL OTHER PERMIT SET U U c J5 6EOTEGHNIGAL,MECHANICAL, EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 CUBIC YARDS.ONE CYLINDER SHALL BE BROKEN AT 1 DAYS,TWO TRADES'DRAWIN66 PRIOR TO CONSTRUCTION. AT 28 DAYS,AND ONE AT%DAYS.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD. 4.ALL MULTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LE55 THAN AN EQUAL NUMBER OF STUDS CODE INFORMATION AND DE-516N LOADS(EXCEPT AS NOTED): AT EACH END,UNLESS NOTED OTHERWISE. Q b.NO CALCIUM CHLORIDE SHALL BE USED IN ANY GONGRETE. BUILDING CODE:INTERNATIONAL BUILDING CODE(15G),2015 EDITION 5.WOOD COLUMNS MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAILED TOGETHER WITH 160 NAILS.NAIL RELATED REFERENCE:A5GE 1-10 1.A GONGRETE MIX DE-516N SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPACING SHALL BE IN 2 ROWS,SPACED 8'O.G.FROM BOTH SIDES STAGGERED 4-APART. CONCRETE USED ON SITE.MIX DE-516N SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX OF GENERAL NOTES-PRE-ENGINEERED WOOD TRU55E5: FLOOR LIVE LOADS CONCRETE. b.UNLE55 OTHERWISE NOTED,ALL EXTERIOR OPENINGS SHALL HAVE NOT LE%THAN ONE JACK STUD AND TWO FULL I WOOD TRUSSES SHALL BE DESIGNED PER THE'DESIGN SPEGIFIGATION FOR METAL PLATE CONNECTED WOOD RESIDENTIAL: HEIGHT STUDS AT EACH SIDE OF THE OPENING.ALL INTERIOR BEARING WALL OPENIN65 SHALL HAVE NOT LF55 THAN TRUSSES'PUBLISHED BY THE TRU%PLATE INSTITUTE. PRIVATE ROOMS I CORRIDORS SERVING THEM 40 PSF 8.ALL REINFORCING BARS SHALL BE ASTM A-615 GRADE 60 UNLESS NOTED OTHERWISE. TWO JACK STUDS AND ONE FULL HE16HT STUD AT EACH SIDE OF THE OPENING UNNLE%NOTED OTHERWISE. PUBLIC ROOMS/CORRIDORS SERVING THEM:100 PSF 1.ALL CONVENTIONAL LUMBER ROOF RAFTERS SHALL HAVE A SIMP50N UPLIFT ANCHOR AT EACH BEARING LOCATION. 2.ALL ROOF TRUSSES AND OVERHANGIN6 WOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER q.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND SNOW AND ROOF LOA05/FAGTOR5: ENGINEERING REVIEW.SHOP DRAWIN65 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO USE 5IMP`5ON LSSU SKEWED AND/OR SLOPED HANGERS AT EACH RAFTER AS REQUIRED.PROVIDE AND INSTALL 1.25"X20 TRU55 MANUFACTURERS REQUIRF3••iENT5. MIN.ROOF LIVE LOAD:20 P5F SUBMITTING TO ARCHITECT.SHOP DRAWING,SUBMITTAL SHALL DEPICT REAR LAYOUT,MATERIALS,LENGTHS,LAPS, GA.RIDGE STRAPS(10 8D NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SL65TITUTION). 3.WOOD TRUSS FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP GROUND SNOW LOAD(Pc):30 P5F BENDS,DETAILS,ETC.. DRAWINGS BEARING SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL ENGINEER REGISTERED IN THE STATE 8.FLUSH FRAMING SHALL BE SUPPORTED BY JOIST HANGERS DESIGNED FOR THE FULL CAPACITY OF THE SUPPORTED FLAT ROOF SNOW LOAD(PH):30 PSF OF NEW YORK.SHOP DF AWIN95 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SNOW LOAD IMPORTANCE FACTOR(1s):1.0 10.ALL REINFORCING BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 318,BUT IN NO CASE SHALL THEY BE NEVI • SUBMITTING TO ARCHITECT.SHOP DRANIN66 SHALL INCLUDE BUT ARE NOT LIMITED TO:TRUSS LAYOUT PLAN; LE%THAN 2'-0"OR 48xDIA. SNOW EXPOSURE FACTOR(Cc):1.0 TRU55 DETAIL SHEETS SHOWING CONFIGURATION,DIMENSIONS,LOADS,MEMBER SIZES AND GRADES,MEMBER THERMAL FACTOR(Gt):IA q.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY AL16N L TRUSSES UNDER ALL PARTITIONS RUNNING FORGES,CONNECTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRUSS CONNECTION HAN6ER5 FOR II.ALL WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-185,Fy=60 K51 PARALLEL TO SPAN.DOUBLE 2X HOOD SLEEPERS REQUIRED TO ALIGN FLOOR ELEVATIONS THAT RUN PARALLEL TO FLUSH FRAMING,TEMPORARY BRACING REQUIREMENTS,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TRL65 6EOTEGHNICAL FACTORS: PARTITIONS. DE516NER),ETC. FROST DEPTH:3'-b' 12.ALL WELDt37 WIRE FABRIC SHALL BE LAPPED TWO(2)FULL MESH PANELS AT SIDES AND ENDS AND BE SECURELY WIRED TOGETHER 10.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRE55LRE TREATED WITH PRESERVATIVE. NOTE-5*501L BEARING CAPACITY:SEE'FOUNDATION NOT 'IT 15 ASSUMED THAT 4.TRV55 DESIGNER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING CODE AND ALL THE SOILS SUPPORTING THIS CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT 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 SWATHING SHALL BE MINIMUM 15r32 APA STRUCTURAL_I RATED SHEATHING.�"HUBER"ZIP'SYSTEM IS PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENTS),SIDEWALKS,AND REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DE516N LOADS DUE TO WIND AND/OR OUTS PERMITTED,'ZIP-ZIP INSULATED PANELS ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH Bd NIA L5 PAVEMENTS WITHOUT ADVER5E AFFECTS DUE TO 5EMEMENT,DIFFERENTIAL EARTHQUAKE.SNOW DRIFTING•POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING MEMBERS. Z NOT LE55 THAN b"O.G.ON ALL PANEL EDGES.ALL WALL HORIZONTAL PANEL EDGES MU5T BE BLOCKED AND NAILED 5ETTLEMENT,BUOYANCY,ETC.THE DEVELOPER GENERAL CONTRACTOR,AND/OR SPECIAL TOP CHORD SLOPE REQUMEaI NI FOR DRAINAGE.ETC.TRUSSIN FIXTURES, SHALL CAREFULLY BUT O 14.COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLl1M1BIN6,MECHANICAL,ELECTRICAL CONTRACTORS WITHIN 48'OF BUILDING CORNERS.SHEATHING PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS OWNERS SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTEGHNICAL EN61t�R TO AND LOCAL A6ENIGIE5. (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOU5 UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. COORDINATE ALL LOADS DUE TO MIEGHANIGAL EQUIPMENT AND PLUMBING FIXTl1RE5,INCLUDING BUT NOT LIMITED TEST AND EVALUATE THE SITE IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO TO TUBS.SHOWER UNITS.WITH THE 6L..ARCHITECT,AND MECHANICAL DESIGN. `n VERIFY THESE ASSUMPTIONS AND PROVIDE A 6EOTEGHMIGAL ENGINEERING REPORT. 15 ALL CONCRETE SHALL BE DETAILED,FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.SUB-FLOORING SHALL BE 3/4'TONGUE I GROOVE APA STRUCTURAL I RATED SHEATHING EXPOSURE I UNLESS uj PROCEDURES AND GUIDELINES PRESCRIBED IN THE LATEST EDITION OF'BUILDING CODE REQUIREMENTS FOR NOTED OTHiERWI5E.FASTEN 511E-FLOOR TO SUPPORTING FRAMING,WITH INDUSTRY STANDARD 5UB-FLOOR 5.DEAD LOADS: WIND FACTORS: REINFORCED CONCRETE'AAGI-30,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,AGI-301, ADHESIVE AND 8d NAIL5 a 6'O.G. ROOF TRU55 TOP CHORD DEAD LOAD:10 P5F R15K CATEGORY:II AND AGI-305/306 GUIDES FOR HOT/GOLD WEATHER CONCRETING. ROOF TRU%BOTTOM CHORD DEAD LOAD:10 P5F BASIC WIND SPEED(V):130 MPH FLOOR TRUSS TOP CHORD DEAD LOAD:15 P5F EXPOSURE GATE60RY:B 16.6L.SHALL COORDINATE ALL CONCRETE FIN151 WITH ARCHITECT OF RECORD.ALL GONNCRETE THAT SHALL 13.ROOF SHEATHIN6 ON FLAT ROOFS SHALL BE MINIMUM J"T46 APA STRUCTURAL I RATED SHEATHING. FLOOR TRUSS BOTTOM CHORD DEAD LOAD:10 PSF O TOP06RAPHIC FACTOR(Kzt):IA 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 5/6"T16 APA 5TRUGTURAL I RATED 6.TRL65 DESIGNER SHALL DESIGN,MANUFACTURE,AND FURNISH ALL FLOOR TRUSSES WHICH MEET A LIVE LOAD N ENCLOSURE CLASSIFICATION:ENCLOSED PRODUCE THE DESIRED ARCHITECTURAL FINISH.6.C.SHALL COORDINATE THE CONCRETE MIX DESIGN(I.E.SELF SHEATHING. OLfLECTION CRITERIA OF U600 AND ALL ROOF TR155E5 WHICH MEET A TOTAL LOAD DL3=LEGTION CRITERIA OF C) INTERNAL PRE55URE GOEFF 6Gpl:tO.18(ENCLOSED BLOW GON50LIDATIN6 GONGRETE),RE-BAR PLACEMENT,AND METHOD5 OF VIBRATION TO PRODUCE A FULLY s. N SALIENT CORNER DISTANCE:6-0' CONSOLIDATED CONCRETE POUR FREE OF VOIDS AND/OR'HONEY-COMBING'. 15.ROOF SHEATHING,ON FLAT ROOFS AND NON-CURVED SLOPING FRAMING SHALL BE NAILED WITH 8d NAILS NOT THE LE55ER OF`OR L/360 UNLE55 SPECIFICALLY APPROVED OTHERWISE. ROOF PITCH:21-45 DE6REE5 MORE THAN 6'O.G.ON ALL SUPPORTED PANEL E06E5.NAILS SHALL BE SPACED 4'OC.IN AREAS WITHIN 48'OF 1,WOOD TRUSS ERECTOR SHALL-BE RESPONSIBLE FOR DE-516N AND INSTALLATION OF ALL TEMPORARY ui COMPONENTS AND CLADDING:IMFACTORED HIND LOADS 11.GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REBAR PLACEMENT,CONCRETE MIX RIDGES,HIPS,RAKES,AID EAVES. ERECTION BRACING. ZONES I,2 13 ROOF WIND PRESSURES DE-516N,AND GONGRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE 015TRIBLMON TRIB AREA ZONE I(FIELD) ZONE 2(EDGE) ZONE 3(CORNER) THROUGHOUT.ALL PRECAUTIONS,SHALL BE TAKEN TO AVOID'HONEYCOMBIN6"AND VOIDS IN CONCRETE 16.ROOF SHEATHING ON CURVED FRAMING MEMBERS 5HAL L BE THREE LAYERS OF J"APA RATED PLYWOOD 8 TRU%SPACING SHOWN IN STRUCTURAL ENGINEERING PLANS ARE FOR REFERENCE ONLY.GENERAL 10 SF 30.4 P5F 35.6 PSF 35.6 PSF FOUNDATION.TECHNIQUES,SUCH AS PRE-5TA51N6 CONCRETE VIBRATORS IN CONGESTED AREAS,MODIFIED SHEATHING WITH END AND SIDE JOINTS STAGGERED BETWEEN SUCCESSIVE LAYERS.EACH LAYER OF 94EATHIN6 CONTRACTOR SHALL REFER TO APPROVED TRU55 SHOP DRAWIN65 FOR ACTUAL TRU55 LAYOUT AND SPACING z L 20 5F 28A PSF 34.0 P5F 34.0 P5F CONCRETE MIX DESIGNS TO PROMOTE COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE SUPPORTING FRAMING WITH 8d RINK-SHANK NAILS a 12'O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES) J (D 50 SF 26b P5F 32D PSF 32D P5F CONTRAGTOR'5 DISCRETION. STAGGERED BETWEEN NAILS FROM SUCCESSIVE LAYERS. Q (u 100 SH 25.2 P5F 30.4 PSF 30.4 PEN 18.CONGRETE VOIDS AND EXCESSIVE"HONEY-COMBING'SHALL BE DOCUMENTED AND REPORTED TO THE Il.SOLID BLOCKING SHALL BE PROVIDED AT RIDGES AND EAVES TO SUPPORT AND FASTEN PANEL EDGES IN (� O E ZONES 4 15 WALL KID PRESSURES ARCHITECT OF RECORD FOR ANALY515 AND PREPARATION OF A REPAIR METHOD. PARGING,DRY-PACKING,AND ALL CIRCUMSTANCES FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOE5 NOT PROVIDE SUBSTRATE FOR ui -4- a) TRIB AREA ZONE 4(FIELD) ZONE 5(CORNER) "FLOATING"THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING CONTINUOUS PANEL EDGE SUPPORT AND FASTENING. z +- 10 SF 33.0 PSF 40.1 P5F 516NIFICANT VOIDS. W O O 20 5F 31b P5F 38.0 P5F 18.ENGINEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Z 50 SF 2qb PSF 343 P5F STRUCTURAL STEEL NOTES` DRAWINGS FOR ALL ENGINEERED LUMBER AND I-JOISTS.SHOP DRAWIN55 SHALL INCLUDE BUT ARE NOT LIMITED O �! z z 100 SF 28.4 PSF 31b P5F I.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE AI%5PEGIFIGATION5 AID CODES, TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MEM18ER5,BEARING L EN6TH5, 500 SF 25 2 P5F 25 2 P5F LATEST EDITION. CONNECTION HANGERS,BLOCKING,BRIDGING,AND SQUASH BLOCKS. n- w w 2.ALL WIDE FLANGE SECTION 5TRUCTURAL BEAMS(W)SHALL BE ASTM Agg2 FY=50 K51.BASE PLATES, Iq.LAMINATED VENEER LUMBER.(LVLJ,LAMINATED STRAND LUMBER(LSL),AND PARALLEL STRAND LUMBER(P5L)SHALL U Q Li FOUNDATION NOTES CHANNELS,ANGLES,AND MISC.STRUCTURAL STEEL SHALL.BE A5TM A-36,FY=36 K51.ALL SQUARE AVD BE VERSA-LAM BY B0I5E CASCADE OR EQUAL. w U Q 1,ALL SOIL CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE RECTANGULAR HOLLOW STRUCTURAL SECTIONS(1455)SHALL BE ASTM A-500 GRADE B FY MINIMUM 46 K51. CLEARED FROM THE BUILDING FOOTPRINT. AND 20.LVL AND P5L BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=3100 PSI.FT=2150 PSI,FG=150 3.ALL ANCHOR BOLTS A THREADED RODS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F1554 AND P51 FG=3000 PSI,W= 285 PSI,E=2DOOD00 P51 2.ALL SOIL SUPPORTED FOOTIN66 SHALL BE FOUNDED UPON COMPACTED NATURAL A3O1. SUBORADE OR COMPACTED BANK RUN GRAVEL._FILL WITH A BEARING CAPACITY OF 21.P5L=3000 P51,F 5 SHALL HAVE=1,FOLLOWING MINIMUM PROPERTIES:F$=2650 PSI,FT=1650 P51,FG=150 AT LEAST 3000 P5F.6C SHALL BE RESPONSIBLE FOR DETERMINING THE SITES 4.ALL BOLTS,NUTS TANDS U WASHERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-325 FOR 3/4'DIAMETER PSI Fr_=3OOp P51,FV= 285 P51,E=I,100000 P51 -� SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE&C.SHALL BE HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE. RE5PONN5IBLE FOR CONSTRUCTING,THIS BUILDING AND SURROUNDING 51TE/�6RADE 22.GNUS AND P51-15 SHALLBE FREE OF FINGER JOINTS,SCARF JOINTS OR MECHANICAL CONNECTIONS FOR THE FULL O IN STRIGT AC44RDAVNGE WITH TH15 REQUIREMENT. 5.ALL WELDING ELECTRODES SHALL BE ETOXX LENGTH OF THE MEMEM 3.BEDROCK/LEDGE SHALL BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF 6.ALL WELDING SHALL BE DONE BY CERTIFIED H^ELDER5 AND SHALL CONFORM TO THE AWLS'CODE FOR ARG 23.ADHESIVE USED SHALL BE WATERPROOF,MEETING THE REQUIREMENTS OF ASTM D-255q-16. \ FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED GRAVE AND 6A5 WELDING IN BUILDING GOINSTRl1GTION',LATEST EDITION. L. e S 24.ALL SIMP50N CONNECTORS(HANGERS,STRAPS,UPLIFT CONNECTORS,P05T CAPS.EGT)SHALL BE COATED WITH x n` 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOIL5 TESTING LAB ON T NO GONNEGTION SHALL WN515T OF LESS THAN TWO 3/4'DIAMETER B -M BOLTS OR WELDS DEVELOPING A MINIMUM ZAX CORROSION RESISTANCE OR APPROVED SUBSTITUTE. - lL EACH TYPE OF 501L TO BE COMPACTED. OF 10000 POUNDS UNLESS NOTED OTHERWISE. Z 25.ALL FASTENERS IN CONTACT WITH PRE55LRE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE - LL 5.SOIL SHALL BE COMPACTED TO NOT LESS THAN gSAS OF MAXIMUM DRY DENSITY PER 8.ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4'UNLESS NOTED OTHERWISE. PRESERVATIVE TREATMENT USED. ASTM 0I557 IN LIFTS NOT TO FjcG®b'LOOSE DEPTH. uj q,ALL WELDS SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY 26.ALL FASTENERS EXPOSED TO MOISTURE,EXPECTED CONDENSATION,PRESSURE TREATED L1U43M AND/OR THE 6.FIELD DENSITY TESTS SHALL$E PERFORMED BY AN INDEPENDENT SOILS TESTING LAB ULTRA-SONIC TESTING. WEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-CORROSIVE Y O GOATIN6 CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. TO VERIFY COMPACTION.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE 10.AN INDEPENDENT STEEL TESTING A6ENNCY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TESTING.THE = �.} ARCHITECT OF RECORD. 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 LOAD5 WITH SIMPSON PG/EPG V' 1.BAGKFILL SYMMETRICALLY AGAINST ALL FOUNDATION HALLS IN INCREMENTS NOT TO REQUIREMENTS TO BE COMPLETED.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. POST GAPS AND 48'LONG OtK-55 OTHERWISE NOTED)SIMPSON 206A COIL STRAPS.STRAPS SHALL BE Y < co EXGEED 2 FEET MAXIMUM DIFFERENTIAL. II.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG BOTH SIDES OF POST.FASTEN STRAPS WITH / N NOD WAILS THROUGH ALL AVAILABLE NAIL HOLES. SEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. 8.SEE PLUMEIIN6 AND ELECTRICAL DRAWINGS FOR UNDER FLOOR SYSTEMS AND SPECIAL GRANULAR FILL MATERIAL REQUIREMENTS. 26.ALL CEILING FRAMING,ONCLUDIN6 TRU95 5OTTOM CHORD5)ADJACENT TO EXTERIOR HALLS SHALL BE CH , Lo 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE GLEANED O ALL UST,L005E FRAMED IN ORDER TO BRACE THE EXTERIOR HALLS A6AIN5T LATERAL.MOVEMENTS.COORDINATE ALL CEILING = � ^' q.NO FOOTINGS OR SLAB5 SHALL BE POURED INTO OR AGAINST SUB6RADE CONTAINING MILL SCALE AND OTHER FOREIGN MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT.REFER TO u `v ARCHITECTURAL DRAWIN66 AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. FRAMING NTH ARCHITECT OF RECORD. FREE WATER OR ICE. 2q.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE I INSTALL o" 10.ALL SLA55-ON-6RADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 13.PROVIDE I INSTALL J'FULLY WELDED AND FITTED WEB STIFFENERS BOTH 51DE5 AT ALL BEARING I POINT CONTINUOUS 2X&CLEAT FASTENED THROUGH SHEATHINN6 AND INTO EACH ROOF RAFTER WITH(2)#10 DECKING `V GRANULAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER. ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLAN6E5 UNI-E55 NOTED OTHERWISE SCREWS.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)Ibd TOE-NAILS AND SINGLE#10 DEGKIN6 SCREW 5UB6RADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6EOTECHNIGAL ENGINEERS THROUGH TOP OF RAFTER. 14.GUTS,HOLES,OPENINGS,ETC.REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADESOF � �- RECORD. SHALL BE SHOWN ON SHOP PRANIN55 FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF 30 PROVIDE AND INSTALL HORIZONTAL 4k8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRUSS. -J HOLES OR GUTS IN STRUCTURAL.STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN 11.FORCES DUE TO HYDROSTATIC PRESSURE HAVE NOT BEEN CONSIDERED IN THE THIS PLYWOOD TIE PANEL.SHALL BE FASTENED TO THE BOTTOM OF ALL LIPPER F'OOR STUD5 WITH 8d NAILS a 6"O.G. _ DE-516N OF THE FOUNDATION FOR THIS STRUCTURE.IT 15 THE RESPONN5151LITY OF THE Pt32MII5510N FROM THE STRUCTURAL ENGINEER OF RECORD. (3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-EN61NEEI§D HOOD RIM TF465 TOP CHORDS, GENERAL CONTRACTOR/OH NER TO CONFIRM WITH A 6EOTEG44NICAL.ENGINEER,CIVIL BOTTOM CHORDS,AND RIBBON J015TS W/8d NAILS a 6'O.G.AND TO THE TRUSS TICAL MEMBERS WITH 8d NAILS a ENN51NEER,OR OTHER QUALIFIED DESIGN PROFE55IONAAL TO ENSURE HYDROSTATIC 15.GENERAL CONTRACTOR SHALL SUBMIT SHOP PRAWIN65 TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL 6'O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE F TENED TO TOP OF ALL LOWER _ FORGES DO NOT EXIST. AND ENGINEERING REVIEW.SHOP DRAWIN55 SHALL BE REVIEWED AID APPROVED BY THE 6ETERAL- FLOOR STUD5 WITH 8d NAILS a b'O.G.(3 NAILS PER STUD).ALL SOLE PLATES ANV TOP PLATES SHALL BE NAILED WITH CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT,SHOP DRAWING SUBMITTAL SHALL DEPICT STEEL LAYOUT, 12.ALL DAMP-PROOFING.WATER-PROOFING,SUBSl1RFAGE DRAINAGE SHALL BE THE MATERIALS,LENGTHS,CUTS.STIFFENERS.CONNECTIONS,DETAILS,ANCHOR BOLTS,LEVELING PLATES,EMBEDDED 8d NAILS a 6'O.G.16EXCEPTION:PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HE164T KING STUD AID JACK =LL f� RESPONSIBILITY OF OTHERS. ITEMS,ETC. STUD AT A WINDOW AND DOOR LEGATIONS WITH(15)8d NAILS(5 EACH KING AND JACK) c Y Z. Y PROVIDE 51MP50N PGbZ COLUMN GAP AT ALL DECK POSTS CAMERA-O'NEILL ALL DECK BEAMS SHALL BE - PROVIDE 51HP50N H25A FASTENED TO POSTS TO CONSULTING ENGINEERS 0 0 UPLIFT ANCHORS AT EA. L-11;311-T7:114PLE RE515T UPLIFT WITH 51MP50N AT END POST,PROVIDE AND g END OF ALL DECK J015T5. COIL STRAPS,SEE DETAIL AT END POST,PROVIDE AND.� .� TYP. . S .�a,INSTALL 10"LONG,20 6A x x x INSTALL 10"LON6,20 GA Camera/O'Neill51MP50N COIL STRAP FROM ONE GONTI 2x12 BEAM(FLUSH) 51MP50N COIL STRAP FROM ONE I >YI'J y_: SIDE OF POST,UP AND OVER THE SIDE OF POST,UP AND OVER THE TOP OF THE BEAM,AND DOWN THE TOP OF THE BEAM,AND DOWN THE OTHER SIDE.FILL ALL AVAILABLE ry d OTHER SIDE.FILL ALL AVAILABLE 4 Ew NAIL HOLES WITH IOd NAILS.SEE NAIL HOLES WITH IOd NAIL5.5EE f EA SIMILAR DETAIL 1/52.0 15T i2®Ib GK O.G SIMILAR DETAIL 162.D r�0 I . �• N w .� A Q O. 0 O. 0 ONTI P T, x12 ry OV S LU IO C3 ^ p� oa o� p� ,y"#},�/� v �;� T Z Z w p r x GE H AT N `� `s f PROVIDE e INSTALL s's f f S x i , T t F TE D DEC JOi T5, P. x a a SIMP50N ABIJ44 STANDOFF a a a a `:. ) ; Lu O o •. ,+1 b I TO M 1ST NG NTIP.T. x12 BASE a FASTEN TO GONG. ,_t s y s;3: f N r < J J f Yn_M 51.1 W/( yi 4' N6. O F KAU W//a DIA.EPDXIED /'��.i J� p u,V _ F A THREADED ANCHOR ROD(b' `- ,f oe p u, G I N WS Ib' G. I qN ST/ `- I (� EMBEDS PROVIDE t INSTALL BEAM POCKET AND I Y.M':•...�'.��-"'� O `' d tz PROVIDE t INSTALL I I ( Ya" 4"L N6. ! P.T.BEARING PLATE TO ACCOMMODATE U x G Y ' i� 5 ®Ib" C. BEAM.PROTECT UNTREATED LUMBER WITH PERMIT SET PAIR OF OT72Z PROVIDE t INSTALL BUILDING FELT U TENSION TIES - PAIR OF OTT2Z Q ----- - TENSION TIES 6----- - - _-_,,, _ 2x8 ERIP1.E2x9 _- _ _ _ _ ________ _______ -. _�. r-- - HEADER R I O PRE-EN6INEERED GIRDER DOUBLE 2xb STUB P05T +b r CABLE ROW OF p w L.VL.BEAM(FLUSH) O PRE-ENGINEERED 61RDER 0-4 FLU DEPTH SOLID L.V1.BEAM(FLUSH) BLGGKiN6 u OE516NER TYP.OVIDE C1UAD 2xb 1,O z w 1, ARGHL DW65. w w-j C ARGH'L DWGS. 3 C,�C Y "LPG I ` �D m C�<Y ,SLY 9.9k 9.9k vos o o o� o J J w ' Z IliJ --PRIN6FIELD'GAP AND W J ,' z 'SPRINGFIELD'GAP AND w LALLY C.0t1RaN5.TYP. - LALLY COLUMNS,TYP. PRE-ENGINEERED 61RDER PRE-EN6INEERED GIRDER Z N° R ElQ O N ui L t 19 N �' wa N Y ® I Y 1 ® uj J L 50 2 OFADI l n W a 50.2 IN6FIELD'GAP ANDn 4LLJ SPRIN6FIELD'GAP AND III :s r� lu r-p DO 5 LALLY COLUMNS,TYP. 5 LALLY COLUMNS.TYP. I N 50.1 ........ 9 IIII-W - 50.1 It IIII_< _ C) z L,gLt Y '.L,q�Y _.. L � liz IM ROW OF BLOCKING ROW OF BLOCKING ......--- LL BEARING WALL TRU55 DESIGNER NOTE BEARING WALL I w TRUSS OE516NER 15 RESPONSIBLE FOR , w U Ln 5PEGIFYIN6 ALL CONNECTION AND O UPLIFT HARDWARE. RU55E5 SHALL BE O Q 0> TRU55 DE516NER NOTE: DESIGNED TO MEET ALL BEARING p j TRUSS DESI NER D` - TM55 DE51&4ER NOTE: REQUIREMENTS.APPROACHES TO TRUSS DESIGNER NOTE MiNe ONE LPL � ACHIEVE REQUIRED BEARING INCLUDE, - GOORD.W/ARGHl6 G. BUT ARE NOT LIMITED TO,BEARING - GOORD.W/ARGHJG.G, Z ENGHANGERS,ADDITIONAL TRU55 .EEF_W�NFFRFDTRIAA OR MIN a O V) Z Z PLIES,DIFFERENT MATERIALS,ETG I _ SEE GENERAL NOTES FOR ADDITIONAL zzz� REGIUIREI-NTS/INFORMATION Q: lL w Lu ........... ...........................: C) Q PROVIDE t INSTALL BEAM I PROVIDE t INSTALL BEAM POCKET AMC)P.T.BEARIN6 PLATE 6 POCKET AND P.T.BEARIN6 PLATE AS REQUIRED TO ACCOMMODATE PROVIDE t INSTALL BEAM AS REQUIRED TO ACCOMMODATE ....,......... PROVIDE t INSTALL b BEAM.PROTECT UNTREATED POCKET AND P.T. 50.1 NTH B PL LUMBER WITH BUILDIN6 FELT O BEARIN6 PLATE TO SIM BEAM' NE �� BEAM POCKET AND P.T. w' LUMBER BUILDING FELT w O BEARINGATE TO ACCOMMODATE BEAM SIM 50.1 ACCOMMODATE BEAM. L PROTECT UNTREATED PROTECT UNTREATED 0 LUMBER WITH BUIL.DI% LUMBER WITH BUILDIN6 FELT c FELT I = 5 5 = wLu o 50.1 u o 50.1 x zx 51M a SIM - 7 5 I 5 I _ L� L SO.I 50.1 r LLJ 0 - 0 I 3 I 3 r < m 50.2 50.2 C Q N LO I I U N N 2: J I 0 .E _ V) I €i. 0 /7 Lr) 50.1 T 8 PROVIDE t INSTALL 7 8 50.1 SIMP50N AM44 STANDOFF 50.1 SIM `i BASE t FASTEN TO GONG. 50.1 -J Y W/5/e'DIA.EPDXIED i a THREADED ANCHOR ROD(b' a EMBEDS ~ Q' Q ---------- 6 x 50.1 50.1 B Fl-5T FL OOR FRAMING-WALK OUT BASEMENT 7 0��AYLI/4----I`-FM FIRSOOR FING-EGRESS WINDOW SC) ALE:1/4"=1-O S0.1 SIM _ • PLAN NOTES: PLAN NOTES CONT.: I. aJ-aK JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(i.e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR EN6INEERED MEMBERS SHALL BE 6AN6ED TOGETHER IN AGGORDANGE WITH MANUFACTURERS RLL4fE164iT KING STUDS WITH 2 JACK STUDS 9UPPORTIN6 THE HEADER) REQUIREMENTS AND PREVAILIN6 STATE BUILDING GORE. H1612 10.ALL MULTI-PLY WOOD AND/OR EN6INEERED MEMBERS SHALL BE 6AN6EO T06ETHER IN ACCORDANCE WITH MANUFACTURERS 2. z INDICATE-5 SIMP50N STRONG-TIE TYPE HANGER REGUIRED AT BEAM CONNECTION.ALL SIMP50N HANGERS REQUIREMENTS AND PREVAILING STATE SUIL DIN6 CODE. SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. II. REFER TO GENERAL NOTE5 AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL 13E FILLED 50LID WITH CONCRETE.PROVIDE)i"THICK'SPRIN5FIELD'GAP 12. MEMBER LAYOUT DEPICTED ON THI5 PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT. AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMIN6 METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL - 4. UNL E-55 OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENIN66 SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR ANY SUBSTANTIAL CHANCE IN FRAMING END BY A SINGLE JACK STUD 6AN6ED TO A DOUBLE KING STUD METHODMYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND C-OLL"6 ON PLAN MARKED'P.T.'DENOTE PRE55URE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDER6ROUND UTILITIES,PIERS,FOOTINGS,5LAS5,AND ALL b. REFER TO 6ENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HE16HT COLUMNS WHICH PASS THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND ORAWIN65 PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,CUTTERS,CORBELS,BUILD-OUT5,PAD-OUTS.AND ALL OTHER APPLIED 5. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOAD5 SHALL 13E TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,'SQUASH BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. CAMERA-O'NEILL CONSULTING ENGINEERS il tn.n.2.nn Camera/O'Neill ;'I �i Z Z w C:J of o W U Q -..........+ 41 PERMIT SET u u s cc a - I - PRE F�N6 NLERED ROOF TRUSS,SEE PLANS ADJACENT APA RATED WALL SHEATHING 6.WB.,GOORD., W/ARCH'L UPPER ROOF TRU55 SHALL UNIT SEE 6ENERAL NOTES. BEAR ON LOW ROOF TRUSS 51N6LE 2xb SOLE PLATE p z 2xb WOOD STUDS®16'O.G. 'T16 PLYWOOD Z SUB-FLOOR. 0 13 O W w u PROVIDE AND INSTALL TRIPLE 2xb 2x4®Ib'O.G. STUB PO5T/5QUA5H BLOCK(NOT BEARIN65/51 EARWALL C� SHOWN)BELOW ALL JAMB AND p Q P05T LOCATIONS ABOVE. O uj j d PRE-ENGINEERED PRE-ENGINEERED ROOF 0 1R1155,SEE PLANS N DOUBLE 2xb FLOORWOOD TRUSSES,SEE PLANS Z TOP PLATE,TYP. PROVIDE 2x DIAC. PROVIDE f LOCKIN67 BETWEEN 0- BRACING 6 48'O.G. FLOO B TRUSSES TO PROVIDE L/) N S SHEATHIN6 FASTENIN6 UBSTRATE FOR FLOOR I i 3 QD I--- V) w O E 0 4- a) -4- > (��ATL'E THROUGH EXTERIOR WALL-PARALLEL FRAMING Q Q /4"=I'-0" z z PRE-ENGINEERED FLOOR TRU55,5EE PLANS d � w 2xb®Ib'O.G.BEARING WALL 2x4®Ib"O.G. () Q ui BEARIN6/5F EARKALL w u Q � 2x6®Ib'O.G.BEARING WALL 0 � N � CONCEPTUAL SECTION SCALE: APA RATED WALL SHEATHING, C.WB.,COORD. W/ARGH'L L SEE GENERAL NOTES. SINGLE 2xb SOLE PLATE Q 2xb WOOD 5TUD5®16"O.G. Y Oz 7 UB J"TIC,PLYWOOD = u— L PROVIDE CONTINUOUS 2x4 5 -FLOOR CL 'RIBBON°FASTENED TO EA. Y ui FLOOR TRUSS W/12d NAIL5 0 w PROVIDE AND INSTALL TRIPLE 2xb — 0 STUB POST/SQUASH BLOCK MOT 5HOl^W)BELOW ALL JAMB AND P05T co Q LOCATION5 ABOVE. APA RATED WALL nn`` p� 5HEATHIN6,5EE W o PRE-EN61NFFRED GENERAL NOTES. \` _ Q DOUBLE 2xb WOOD FLOOR I J TOP PLATE,TYP. TRUSSES.5EF PLANS 2x BLOGKING AND TRU65 _ N GONNEGTION HARDWARE PER _ nn`` J015T DE516NER. — W N PRE-ENGINEERED Y WOOD TRUSS, • SEE PLANS j TQG PLYWOOD PRE-ENGINEERED _ 5 SECTION THROUGH EXTERIOR WALL-PERPENDICULARROOF SHEATHING FRAMIN6 WOOD TRU55, SGAL E:3/4'=1'-0' SEE PLANS - PROVIDE AND INSTALL APA RATED TICE, UPLIFT ANCHORAGE PER LAP 5HEATHIN6 U55 DE516NER PLYWOOD SHEATHING TRU55 x � t2'-O"MINIMUM PROVIDE a Lo INSTALL UPLIFT I'-O'MAX ANCHORAGE PER TRU95 DESIGNER WOOD BEAM, HEADER, SEE PLANS ..... SEE PLANS 2x LADDER FRAMED RAKE Y PRE-ENGINEERED P.T.POST, APA STRUCTURAL I RATED WOOD ROOF SEE PLAN5 — EXTERIOR PLYWOOD TR1)55 SHEATHING.5HE:ATHIN6 SHALL PRE-ENGINEERF TRU55 DE516NER NOTE: CONTINUOUS 2x8 LEDGER®HEEL OF EXTEND TO TOP OF 6ABLE WOOD CABLE PROVIDE SEAT TO MONO-SLOPE TRUSSES FASTENED THROUGH END TRU55 END ROOF AGCOMMODATE LEDGER. SHEATHING AND INTO WALL 5TUD5 WITH(2)�'xM F TRUSS 51MP50N 505 5GREW5®Ib'O.G. SEE ARCH.FOR REFER TO TRU55 DE516NER5 REQUIREMENTS EXTERIOR FINISHES,TYP. V FOR TRUSS FA5TENIN65 TO LE06ER AND WALL. - SECTION THROUGH PORCH ROOF GMA KE LADDER FRAME DETAIL AT TRUSSESSALE:3/4°-LE:3/4'=1'-O° 056ALE: NOT USED 3/4"=I'-0" CAMERA-O'NEILL CONSULTING ENGINEERS r.::•ril-r.tj,it-:ir.�.17r:i�.^. Camera j O'Neill LADDER FRAMED RAKES NOTE LADDER FRAMED RAKES ARE NOT 5HOM FOR CLARITY.REFER TO DETAILS 4/51 1 FOR _N.:�•t y�y..n: ADDITIONAL INFORMATION CEILING/BOTTOM HORDI OF TRUSS TRU55 DE515NER NOTE '� V ALL PORCH$FANS SHALL BE c FASTENED TO POSTS TO SHALL BE FASTENED TO EFFECTIVELY TRll55 DESIGNER IS RESPONSIBLE FOR PROVIDE SIMPSON H25A F RESIST UPLIFT WITH SIMPSON 0 o UPLIFT ANGHOR5 AT EA 0 0 o O FRAMER NOTE: BRACE GABLE END WALLS. END OF ALL ROOF JOISTS, I LIFT HARDWARE. ALL CONNECTIONRU` 5 AND WALL DOUBLE TOP PLATE SHALL NOT HAVE -op.,,•op.,, COIL STRAPS,5�DETAIL -op. -op.� UPLIFT HARDWARE.TR115SE5 SHALL BE f,•�``��•t` S S\> S S S S x DESIGNED TO MEET ALL BEARING S W a �a �„� TYP ^a �,a �,a f n ANY JOINTS ACROSS STAIR OPENING � "I'<�•.:> : t a �+ a a REQUIREMENTS.APPROACHES TO ,;� o Z Z IRIr' 2 10 AM( _O<•'_ _ _ _ _ _ ---- --- - -- --- osii:.a:�wn'+'• 3 -°� PROVIDE5IMPSONLU5210 = =c_ =c __ __ __ =c co c== -c-c =_ c= __ __ _ = ARE O,BEARIN6E �)— ------- ---- _ ACHIEVE j GABLE END BRACING � y o o v ...... BUT CEILING/BOTTOM CHORD OF TRUSS - - - - r n it%C:•��'��} ~"'~ Q- O,P _.-✓ AG MOUNT H AT ....� ....... ENGHANGERS,ADDITIONAL TT21155 -' � � 'D SHALL BE FASTENED TO EFFECTIVELY - N,V- ,=:;3 "'U c 4 c ALL ROOF JOISTS,TYP, a T 2xII JO T5 16' I PLIES,DIFFERENT MATERIALS.ETC r r W o c G.('MI RE AINI ) �ONTINL0.6 2x10 SEE GENERAL NOTES FOR ADDITIONAL BRACE SABLE END WALL5. _ ..: O .- 5 i LEDGER FASTENED REQUIREMENTS/INFORMATION - �C JC JC '7� i� i� U = �? �^ g� THROUGH SHEATHING PERMIT SET u z o :< ' - •., i AND INTO WALL STUDS ——— , W/Y4'x4J4'51MP50N 5D5 --- ----- --- --- ----- --- TRU55BLOCKING --- --- ----- --- --- --- --- K --- --- ----- --- � .. --- ----- --- SCREWS®Ib'O.G. � --- --- ----- — — --- --- TRIPLE 2x8 TRIPLE 2x8 TRIPLE 2xb TRIPLE 2x8 ,� I"'� r-� STAGGERED PROVIDE AND INSTALL SOLID TRIPLE 2x6 TRIPLE 2x6 7R{PIS 2xb TRIPLE 2xb11 IIII ry wHEADCR HEADER HEADER HEADER < I BLOCKING EA.51DE OF ALL RIDGES. -A•,f R F R J p �_ VALLEYS t HIPS AND AT ALL EAVES Q PROVIDE d INSTALL + �- TO SUPPORT AND FASTEN SHEATHING IIII IIII n SIMPSON OTTIZ -! `' PROVIDE t INSTALL n IY` TENSION TIE D .>_'I b DOUBLE ROW OF FULL PANEL EDGES.SEE GENERAL NOTE-5 III p DEPTH SOLID 4 IY PST BLOCKING t PAIR OF I PROVIDE CONNECTION w I 51MP50N OT72Z FIRST RAFTER/FIRST TFZUS5 A R - TEN51ON TIES FASTEN FIRST RAFTER/TRU55 THROUGH Tp/ SHEATHIN6 INTO WALL STUD5lTRUS5 �/ �X6 pF MEMBERS W/Y4'x45/s'51MF5ON 5DW ?X6 pF i FIRST TRU55 NpTE------- - - i OST SCREWS AT 16'O.G.STAGGERED OSr _ AJNLE`55 OTHERWISE NOTED) _tN&1Nttktv WOOD GIRDER TRUSS \-\ �y TRUSS DE51 SHALL C IAC.C.OMMODATE GIFIED 2x4 016'OG BEARING L ADJACENT WALL t Wti 511ADED/ UNIT 7 i 24'L.V.BEAM\0' AD-LACE WALL(5HOWN SHADED) G.G.NOTE: I i l. ! WALL(SHOWN SHADED) UNIT PROVIDE TRIPLE 2xb THIS WALL IS THE PARTY I SEE SECOND FLOOR HEADERS AT ALL N 1T� FRAMING FOR ALL O OPENINGS TRL55 �/ L BETWEEN UNITSZ LOW ROOF FRAMING i \\ OBLOG HEADERS,BEAMS AND N SEE NOTEPOSTS > — LLJ ?� ........................ 2 J 2K : I ° ..................................... 50.2 \ /J_ tD IIII p \�- m TR1155 DESIGNER NOTE: uj III) /K f: IIII 61RDER TTRU5S 5HALL ry IIII w 2x4 016'O.G.BEARING p BE DE516NM TO O INI= WALL(SHOWNul SHADED) I�•f IIII % \ FROM HEADERS ABOVE I O IIII x I PROVIDE AND IN5TALL 48°LONG,20 GA�I'I,Itl I �R_ � 06 IIII 51HP50N COIL 5TRAP FROM ONE 51DE OF BEAM,SEE PLAN IIII V IIJI a POST,LIP AND OVER THE TOP OF THE BEAM, o IIII w < w O Z p� IIII AND DOWN THE OTHER SIDE.FILL ALL N ) \ O C 2x4®Ib'O.G.BEARIN6 AVAILABLE NAIL HOLE5 WITH IOd NAIL5.lill \ L IIII WALL(SHOWN SHADED) ill BOTTOM OF P05T 51M,5EE GENERAL NOTES IIII \' 6.G.NOTE: J IJ-2K \ I TAPERED INSULATION AS REQUIRED !�hA R NOTE: 6.6.SHALL PROVIDE t INSTALL LL — 51MP50N PG OR EPG P05T GAP, i S EAVEHEADERS AT ALL , TO PROVIDE POSITIVE DRAINA6E V .• SEE GENERAL NOTES KING DORMER WINDOW AND PREVENT PONDIN6 ON FLAT Z LL 0 OG 1 NOTE......................... I ROOF MEMBERS N .. P.T.POST i OPENIN65 O .4s 5EE PLANS \�- ° o TRll55 DC-516NEi2 SHALL U O 0 0 .?s• PLUNfBIN6 LINE L)CATION 7�/ AGGOMMODAIE SPECIFIED HANGER O ui Z Z �X l'CF PRE-Et,6INEERED HOOD GIRDER � ( ? RF i PRE- FOR THE TRIPLE 24'L.V.L.BEAM � 6 p�T_ TRUSS BOTTOM CHORD x6 P�l i GIRDER (L TRUSS ......................................... LLJ I Cyi5��PALE 3/4 ��RG TR1155L` liC2.... UTYICAL DEG H BEAM 5TRAP DETAIL ._ FIRST � ....................._.....::...................:.................`.......- - v> Q ..:............ �h t7 U 0 ACT, Lu G.G.NOTE: IIII Jill 2 FRAMINGSEE ROOF FOR ALL IIII w 'Lo6 III 51.1 f� uu BEAMS ANDS POSTS IIII z. ® III DIMENSIONS W/ARCH L OW65. I Y. ° II x I III PRE-�INEERED WOOD GIRDER �5 �- INI W x - III -2K IIII ADJACENT III PROVIDE t INSTALL UPSIDE I UNIT 7 v O PRE-EN6INEERED WOOD 51RDER�5 DOWN SIMP50N IU5356/11bb�.� TRU55 , N !Ivi r� N / w ` 1 _- FADE MOUNT HANGERS —� BLOCKIN6,�� BLOGKIN6,� p® L ADJACENT 51.1 SEE NOTE SEE NOTE �n UNIT 7 0 0, I ' w w r �- 2xb @V Or-BEARING WALL(SHOU^Q�SHADED) WALL(SFUOWN SHADED) '- 51.1 I 2x6 LEDGER TO PROVIDE = ^f I ;6FA5TENING.FASTEN TO TRUSS S5TDD ` v CHORD W/Y4'x3'SIMPSOEEiNE RED C , N THIS WALL 15 THE PARTY- I i SCREWS 0 I6'O.G.STA V n, F '� : — W 0\ I _ 2 I PRE-ENGINEERELI 5 UAL WOOD TRUSS DE NER NOTE: IJ-2K � •- 'HI r PRE-EN61 'CHI IIII 50.2 III PRE r N6INEERED 5PECI OD7) CHIMNEY WALL tEOME _ IIII 'GHIMNEY'NOTE, 71 IIII K I NI 6ABLE END SHALL I - W IN N x IIIuj N w III OVER BA WALL D _ •— IJ-2K IIII a I- PRE-EN6INEERED GIRDER TRUSS DIRECTLY BELOW WALL ABOVE BATHROOM 'CHI - '�� TRIPLE 2x6 TRIFLE2xb �'; ___ _ _ =c= - V) 2 —————— —————— I -- ` t ` ------------ 1�P iii N Y N PRE-ENGINEERED lii ' �n N HIP T1ZU55 III PREOPE DOUBLE 2x10 iii DOUBLE 2x10 M I 'O.G. x (� III I TRIPLE 2x8 HEADER r BEAM(DROPPED) ---__1QBQ L___-- — TRIPLE 2x8 HEADER— 4K _ __ __=_ _ _ __ _ = ARCHITECTURAL-J ----------- ------ ———— __— ° EMBELLISHMENTS BY OTHERS. COORDINATE WITH CONTINUOUS 2x8 LEDGER®HEEL OF l—TiZM DE516NER NOTE: J ARCHITECTURAL DRAWINGS - C)k MONO-SLOPE TRUSSES FASTENED OVIDE SEAT AT BLoGKIN6, THROUGH SHEATHING AND INTO WALL 51.1 STUDS WITH(2)J'x414'51MP50N 5D5 ACCOMMODATE 51 �� B �5EOONDOOR FRAMING SCREWS®Ib'O.G. LEDGER. =1'-O' REFER TO TRUS5 DE516NER'S 3 05CALE: ROOF FRAMING Z REQUIREMENTS FOR TRU55 FA5TENIN65 TO LEDGER AND WALL. 51.1 1/4'=1'-O' PLAN NOTES: PLAN NOTE5 CONT.: • I. #J-AK JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(Iz.2J-2K MEANS 2 4. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6ED TOGETHER IN ACCORDANCE WITH MANUFACTURERS FULL-HE16HT KING 5TUD5 WITH 2 JACK 5TU05 SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. ' 10,ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBER5 SHALL BE GANGED T06ETFER IN ACCORDANCE WITH MANUFACTURERS 2. -INDICATES SIMPSON STRONG-TIE TYPE HANGER REQUIRED AT BEAM GONNECTION.ALL SIMP50N HANGERS REQUIREMENTS AND PREVAILING STATE BUILDIN6 CODE. SHALL BE INSTALLED PER MANUFACTUkRER5 SPECIFICATIONS WITH THE MAXIMUM FASTENER 51ZE AND QUANTITY. 11. REFER TO GENERAL NOTE5 AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. CN 3. 'LALLr'COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE PROVIDE Y2'THICK"SPRINGFIELD'GAP 12. MEMBER LAYOUT DEPICTED ON TH15 PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLAT-t5 AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CL05ELY COORDINATED WITH THE ARCHITECTURAL AND 5TRUCTURAL 4. UNLESS OTHERWISE NOTED ON PLANS,ALL HEADER5 OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR.ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING 5TU0 METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF REGORD. 5. BEAMS AID COLUMNS ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OVT5,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL 6. REFER TO GENERAL NOTE5 FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GEOTFCHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HE16HT GOLUMN5 WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRA4-4ING5 PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,GUTTERS,GORBEL5,BUILD-OUT5,PAD-OUTS,AND ALL OTHER APPLIED 5. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURE5 AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,'SQUASH BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. G CAMERA-O'NEILL CONSULTING ENGINEERS Camera/O'Neill �" Lu of_7 :J� J^r AT WALKOUT BASEMENT • . 4v^ p W OPTION.PROVIDE'STI' °C 0'+' o= O / STRAP HOLDOWNS IN LIEU p _ ' tz OF HOEDOWNS NG PERMIT SET U u ;Z FIRSTT FLOOR LOOR FRAMING TI 4 � cc TI J }j SWI ..: .......... SKI SWI:::. N eo 00 LADJACENT UNIT TH15 SHEARWALL 15 THE PARTY WALL BETWEEN UNITS `n Z O W CY 0 C) cn CV Q � 1 O-1 10 CL N 0 E 010 00Q U 10 >� a) 000 Q -+-- J — Lu O O z z ui () J 6j '<Hb, tIb w Q Q S�6 S�Q6 L O 01 LADJACENT uNl r Y -� O O-, �......:................ :.:.:...:.:: m CN N _ — Cv C) ..: - Y ... :..............: w.........v.......•: J / ...........................::Y`7................'Y." .................. ...... .. w ................ •Y.... Y +I:.Q.......... ......................... ..?M••.+..�. ..........,....................................... A FIRST FLOOR SHEARWALLS BASEMENT 5HEARWALL5-WALKOUT BASEMENT OPTION SCALE:1/4"=1'-O" SCALE:1/4'=1'-O" SHEARHALL SGHEDULE SHEARWALL PLYWOOD SHEETROGK WALL 5TUD5 f3L-OGKIN6 NAILING HOLDOWN NOTES: ID TAG FACE FACE 6 PANEL EDGES 0 ED6E57 PANEL EDGESI C) I. ALL THREADED ROD HOLDOWNS SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT SWI OUTER INNER SINGLE 2x BLOCKED 8d®6'O.G. ACCORDANCE WITH MANUFAGTURER5 REQUIREMENTS. 2. ALL MULTI-PLY WALL STUDS FASTENED TO HOLDOWNS SHALL BE GANSED TOGETHER IN ACCORDANCE WITH BUILDING CODE AND GENERAL NOTES. 5142 NONE INNER 51NOLE 2x BLOCKED 06 SCREWS m 4'O.G. 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,'ST['STRAP HOLDOWNS SHALL BE EXTENDED THROUGH FLOOR SHEATHING AND FASTENED TO 5W3 EITHER BOTH DOUBLE 2x BLOCKED 8d®3"O.G. BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING AS REQUIRED.SEE TYPICAL SHEARYJALL DETAILS FOR FURTHER - 4 ALL DIMENSIONS,ELEVATION S,SHELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTIN55,SLABS,AND ALL OT}•ER ITEMS HOLDOHN SGHEDULE SHALL BE FULLY COORDINATED WITH CIVIL,6EOTEGHNICAL,MEGHANIGAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN65 PRIOR TO HOEDOWN T}} ApEp CONSTRUGTION. 10 TAG SIMP50N HOLDOWN FASTENERS ROD ` 5. PROVIDE AND INSTALL HORIZONTAL 4'xb'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRU55.TH15 PLYWOOD TIE PANEL SHALL BE ON PLAN MODEL a FASTENED TO: TO FRAMING DIAMETER EMBED.INTO FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH bd NAILS®6'O.G.(3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE CONCRETE UD PRE-ENGINEERED WOOD RIM TRU55 TOP CHORDS,BOTTOM CHORDS,AND RIBBON J015T5 W/bd NAILS®6'O.G.AND TO THE TRUSS VERTICAL 1-7£F1HEfL5 H2 HDU2-5D52.5 DOUBLE WALL STUD 5D5 SCREWS 5/&'DIA. 12' WITH bd NAILS 6 6'OL(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH bd H4 HDU4-5D52.5 DOUBLE WALL STUD 5D5 SCREWS 5/8°DIA. 12 - RAILS a 6'O.G.(3 NAILS PER STUD)ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH bd NAILS®6'0.6'•EXCEPTION:PLYWOOD PANEL SHALL Hg HDUB-5D52.5 TRIPLE LSL WALL STUD 55 SCREWS 5/e>' 1A, 12' - BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)bd NAILS(5 EACH KING AND JAGK) 5TI G5-20x54"LONG DOUBLE WALL STUD (26)IOd NAILS ABOVE AND BELOW RIM GAS FURNACE W SPLIT.AIR CONDITIONER SCHEDULE GENERAL NOTES: GENERAL NOTES: LABEL(ID) NI AKE MODEL(INDOOR UNITS) HP INPUT OUTPUT VOLT PH AMPS FUSE COIL MODEL(OUTDOOR) TON SEER VOLTAGE PH MICA MOCP NOTES BTUH BTUH MODEL 1. THE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC TO SHOW THE OWNER'S INTENT AND THE NIECH ANICAL EQUIPMENT LOCATIONS.ALL EQUIPMENT AND 9. BRANCH Sl'PPLI'AND RETURNGRILLES SHALL HAVE VOLUME DAMPERS TO BALANCE EACH:AIR AHL'-1 CU-1 HELL N9\1SE1002120A 3 4 100.000 97.000 115 1 14.6 20 ED\14\481-21 NNA648GI:A 4.0 16 208 230 I 26.1 40 AMP SEE NOTE 1 ACCESSORIES ARE SHOWN APPRO\INIATELY AND SHALL BE INSTALLED CONSISTENT WITH JOB DEVICE OUTLET. CONDITIONS AND APPLICABLE CODE REQUIREMENTS.THE HVAC CONTRACTOR SHALL PROVIDE Al 1 10 ALL DUCTWORK ELBOWS AND TEES SHALL HAVE TURNING VANES INSTALLED TO MINIMIZE STATIC NOTES:1.PROVIDE SPLIT SYSTEMS WITH HIGH LOW PRESSURE SAFETIES.T\\'\'.AL\'E.CONDENSATE NEUTRALIZER FITS.CONCENTRIC ROOF VENTS&7 DAY PROGRAMMABLE THERMOSTATSUi PRESSURE DROP. 2.PROVIDE AUXILARY DRAIN PANS W Z oe o� LABOR AND MATERIALS NECESSARY FOR A COMPLETE WORKING SYSTEM AND ALL REQUIRED „� c� TESTING OF THE\fECHAN7CAL SYSTEMS.THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE 04 I I THE MECHANICAL CONTRACTOR SHALL BALANCE THE HVAC SYSTEM PER THE AIR FLOWS LISTED AIR DEVICE SCHEDULE �.H >o Cuiu air FOR PERMIT COSTS. FOLLOW'ALL RANGE HOOD EXHAUST DUCTW'ORF INSTALLATION REQUIREMENTS.THE RANGE LABEL(ID) MAKE MODEL SIZE NECK CFr1 DESCRIPTION NOTES oe p u+ o t p v EXHAUST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE WALL GALVANIZED O ~ c 2. THE MECHANICAL INSTALLATION SHALL MEET ALL THE REQUIREMENTS OF THE AUTHORITYCD 1 HART&COOLEY AG82;\f 12�Ti 7"p 80-110 2-WAY CEILING SUPPLY DIFFUSER U STEEL OR STAINLESS STEEL DUCTW'ORF.THE DUCTW'ORF SHALL HAVE A SMOOTH INTERIOR HAVING JURISDICTION.IT SHALL ALSO MEET THE 2020 MECHANICAL CODE OF NEW 1'ORF STATE FG-1 HART&COOLEY 421 12\ii SEE PLANS 0-130 FLOOR DIFFUSER U "Z o SURFACE.BE AIR TIGHT AND BE EQUIPPED WITH A BACKDROP DAMPER. COORDINATE FLOOR GRILLE COLOR ^ U 2020 RESIDENTIAL CODE OF NEW YORE STATE.2020 BUILDING CODE OF NEW YORE.STATE.2020 11 T L Q GAS CODE OF NEW 1'ORF STATE.2020 ENERGY CONSERVATION CODE OF NEW 1'ORLF STATE:AND 2020 12 DRYER EXHAUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR 0.016-INCH MINIMUM THICK METAL RR-I HART&COOLEY 661 12x12 0-260 WALL RETURN GRILLE FIRE CODE OF NEW YORE STATE. DUCT 4 INCHES IN NOMINAL DIAMETER.AND SHALL MEET THE REQUIREMENTS OF SECTION NJ 1502 RR-2 HART&COOLEY 661 24x14 0-800 WALL RETURN GRILLE 3. TIE MECHANICAL CONTRACTOR SHALL E.\ANIINE THE.ARCHITECTURAL DRAWINGS AND SITE TO CLOTHES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE.INSULATE DRYER RR-3 HART&COOLEY 661 24x12 0-720 CEILING RETURN GRILLE1 ..+ "`"""'"� EXHAUST DUCTWORK A5 REQUIRED TO PREVENT CONDENSATION.PROVIDE CONIBUSTION AIR .`' .`�..NEiY FULLY INFORM ITSELF OF.ALL CONDITIONS. NOTES:1.COORDINATE AIR DEVICE LOCATION.QUANTITY.THROW.SIZE.AND CEILING TYPE HARDWARE BEFORE ORDERING 4. THE NIECHAN'ICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONDENSATE DRAINS OPENINGS IF REQUIRED PER THE DRYER MANUFACTIRERS INSTALLATION INSTRUCTIONS AND 2.E\AMINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES. F; Pr%� 9x .APPLICABLE CODE REQUIREMENTS. 3.PROVIDE VOLUME DAMPERS AT BRANCH CONNECTIONS TO MAIN.BALANCE PER CFMS LISTED g* L 0 i 5. THE MECHANICAL CONTRACTOR SHALL PROVIDE A TRAINING WALE:THROUGH WITH THE OWNER Q 4.PROVIDE BOOT WITH.ADJUSTABLE DAMPER IN NECK. AND GENERAL CONTRACTOR TO DISCUSS ALL HVAC COMPONENTS AT THE CONCLUSION OF THE 13 ALL GAS APPLIANCES SHALL BE INSTALLED AND VENTED PER APPLICABLE CODE REQU'IRENIENTS 14 APPLIANCES WITH IGNITION SOURCES LOCATED IN THE GARAGE SHALL_BE PROTECTED FROM PROJECT. G. THE MECHANICAL CONTRACTOR SHALL SUBMIT O&Gf MANUALS AT THE CONCLUSION OF THE DAMAGE AND BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES EXHAUST AND SUPPLY FAN SCHEDULF ;••t`' PROJECT. ABOVE THE FLOOR SURFACE ON WHICH THE EQUIPMENT OR APPLIANCE RESTS. LABEL(ID)MAKE MODEL CFTf S.P. VOLTAGE PH AMPS WATTS DISCHARGF NOTES 7. INSTALL ALL FQUIPNIENT AND ACCESSORIES PER TFIE MANUFACTURER INSTRUCTIONS.ALLOW THE 15 COORDINATE THERMOSTAT LOCATION WITH OWNER.LOCATE THERMOSTAT AWAY FROM WINDOWS. EF-1 PANASONIC F\'-05-1 I\'FS 1 80 0.2" 120 1 0.16 6" SEE NOTE I.2.3.4 MANUFACTURERS RECOMMENDED CLEARANCE.AROUND.ALL COMPONENTS.IF THE CONTRACTOR EXTERIOR WALLS.HEAT SOURCES.AND SUPPLY AIR DEVICES. HEF-1 FAN TECH FG 12 EC 600 0.3" 120 1 - - 12" SEE NOTE 1.2.3.4 FORESEES OR COMES ACROSS ANT INSTALLATION CONCERNS HE SHALL NOTIFY THE ARCHITECT FOR A RESOLir['ION. SF-1 FAN TECII FG 12 EC 1 600 0.3" 1 120 1 1 1 12" SEE NOTE 5.6.7 M. ALL SQUARE AND RECTANGULAR DUCTWORK TO BE SHEET METAL_LINED OR WRAPPED WITH NOTES:1.EXHAUST FANS SHALL HAVE BACK DRAFT DAMPERS. INSULATION TO MEET CODE REQUIREMENTS.DUCTBOARD OPTIONAL.ROUND DUCTWORK TO BE 2.PROVIDE WITH ANY NECESSARI'DUCT TRANSITIONS&MOUNTING HARDWARE. 3.INSULATE.ALL EXHAUST Dl'CTW'ORF IN UNCONDITIONED SPACE TO PREVENT CONDENSATION N \FETAL WRAPPED WITH INSULATION TO MEET CODE REQUIREMENTS.FLEXIBLE DUCTWORK SHALL 4.PROVIDE WITH ALL ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. Z BE PERMITTED PROVIDED THAT DUCT LENGTHS SHALL BE LIMITED TO 14'MA.XI1MUNf.ALL EXHAUST 5.INTERLOCK WITH OPERATION OF KITCHEN HOOD O 6.PROVIDE WITH CONTROL WIRING FROM CONTROL PANEL IN BASEMENT TO ATTIC SPACE FOR FUTURE DUCT HEATER N AND INTAKE DUCTWORK SHALL BE METAI WRAPPED WITH INSULATION AND VAPOR BARRIER TO 7.PROVIDE WITH CONTROT LER.NIOTOR1T_ED DAMPER.FAN MITI EC MOTOR AND ALL OTHER COMPONENTS TO MAKE A COMPLETE SYSTEM w MEET CODE REQUIREMENTS. w ELECTRIC WALL HEATER SCHEDI LE NOMENCLATURE LABEL.(ID)MAKE MODFI CFNI 1-ITR WATTS VOLTAGF PH AMPS NOTES W11-1 QMARF CWI1-1202 65 1.000 240 1 4.2 SEE NOTE 1.2.3 O N -}- UNDERCUT DOOR I" NOTES:1.FURNISH WITH INTEGRAI THERMOSTAT. O 2.FURNISH WITH DISCONNECT N MI 3.PROVIDE WLTI I ALL NECESSARI'HARD WARE EXHAUST FAN to w t\ ® FLOOR OR CEILING SUPPLY DIFFUSER 0 V) i- Z w J J RETURN GRILLE C Q W U0 2:= O z � MANUAL VOLUMI-DAMPER Z O o Q cUn Z z � = li.i l}- MOTOR OPERATED!_OM=DAMPFR U CW I F- Z < Lu o L Q N o OTII MOSTAT Z 1z LL. 0 op CV N u � � 1 L0 c CN F- - 0 N z J � J CU E Lo Z Z W 0)0 E coauu1 O C O•O y_ C 00 U F'H >C) C O` W V Q Fic _ OLQ W C� �O H 0 0 a N V rt-d 'O U ^Z 6 at U Q C 7"4001041urr"" ZZ li- 7"HONEYWELL FRESH AIR DAMPER 50 CFM `. x i N N Z O 7"4 SQ SQ W CD-I 50 CFM 7„4 C V) O Z CN 7°4 Q Co C C 7„4 00-1 O o a� 1 7"o LL- - z RR-1 EF-1 C c 200 CFM CD-1 Z C �_ 50 CFM 6"� FXI I UI' w C 7„4 CD-1 V Z 7"4 50 CFM CL m � F— U Q � Q w U Q x $x8 x 1Gxl2 x 10\8 " 12"4 BYPASS 7 W/DAMPER 7"4 ''' 0----HONEYWI:LL 0 W8150 FRI'SI I AIR UJ CONTROLLER L N 20\1z AHU-1 8x8 BASEMENT N � 7 LONE DAM:)I=R I6x12 UP � J I 1 Gx 12 2ND FLR Lo ZONE DAMPER c: N 18x 10 1 ST FLOOR 7"4 ZONE DAMPER N Z �, �- 74 .c: E 7"4 -� Lo 1 UNIT"C2"BASEMENT PLAN M-1 SCALE:1/4"=1'-0" ZZW y0 Eco to M >c O,o � C ap U c H N H >0 C P G W U Q d 0 pL Q W C� 00 0 ~ o v V N V Z of U Q F® F® F® CD-1 FG-1 95 CFM �.}}_ 80 CFM 7°4 100 CFM ® 95 CFM 95 CFM Le FG-1 80 CFM r' x i x 8"Q DOWN vi 10"4 EXHAUST Z O Lu 8"4 EXI-I UP 14x14 MAKI- V) UP AIR SUPPLY Q CN C) FG-I _ I C) 95 CFM 10"4 UP IL CV ROOF X 6"4 EXH DUCT p -Z- FG-I e CD-1 CD-I 50 CFM ac 50 CFM 50 CFM I ® o o 7"Q �• E Lv EF-1 74 EF-1 U > FUTURE HEATER MOD LU G"Q EXEI DUCT Z V) \ Z 6" DOWN ,�� 12-4 I.¢ 14x14 FRESH I•G-I EFI SF-1 AIR FROM w di - 105 CFM ABOVE U Ln I Q 6 f XH DUCT- w U RR-1 415 CFM le b x 7 Q 1GX12 EF-i CD-1 50 CFM KITCFIEN HOOD W/ W2 INLINE EXHAUST IN AMC.INTERLOCK EXI•FAUST FAN WITH MAKF 10"0 FXI1 UP TO ROOF UP AIR FAN. CD-1 50 CFM Z FG-1 105 CFM ® 1NLINE HOOD T-Q U. O EXFIAUSI' w O RR-2 FAN IN ATTIC. x �� L N 1010 CFM QT I (I-M-F-1) c I6x12 SUPPLY& N W WH- d\-10"mKITCIII-NHOODEXI-ILJ"P RETURN DOWN 16X 12 ` p I6x12 SUPPLY& RETURN UI'&DOWN u W 7"Q \ � O N za)FG-I FG-I DRYER 105 CFM 50 CFM 130X :D c: cm® CD-1 115 CFM E N 4Q 0 Lo 4"Q DRYER EXI-FAUST FG-1 EF-1 7'0 WALL CAP. 55 CFM 6"Q BATIFROOM EXI.IAUST ® TO WALL CAP. 6"4 EXH DUCT 2 UNIT"C2"SECOND FLOOR PLAN 1 UNIT"C2"FIRST FLOOR PLAN M- SCALE:1/4"=1'-0" M- SCALE:1/4"=1'-0" ZZW mo E$ W u1 Q O O C co V H y p >0 [P 0 W V Q� '�n� �a Cpt 0., O _ Q, C U V r.Z O � U 446 Q „�uu�enuMp y fc; r'rt vi Z O w O Z Np Q N 0~I0"m BATI I FXII C TL'RMINATF W L.L. ROOF CAP 0 0 LW` O J � _U �I llqr a) NOTE:ALL ROOFTOP PENETRATIONS ' SI IALL BE TFIROUGI I FLAT ROOF AREA 600 CFM INTAKE CURB AND CAP Z Z ®� 0 Q � Z a_ = W V � E— w W U o 10"�HOOD EXI-I Wi CURD&CAI' Z LL 0 op N I I � Lr) N C) N Z J c E Lo 1 UNIT TT ROOF PLAN M-3 SCALE:1/411=1'-0" ELECTRICAL SYMBOLS O RECESSED DOWN LIGHT OO SURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE AMPS 200 0 LINEAR STRIP LIGHT FeWALL MOUNTED DOOR CHIME PUSH BUTTON TYPE M L O ��JJ MOUNT 48"MAX AFF O WALL MOUNTED TWO TONE DOOR CHIME. PHASE/WIRE 1/3 MOUNT 74T AFF SINGLE POLE WALL MOUNTED SWITCH. VOLTAGE 120 240/ MOUNT 48"MAX AFF U N O Z Z W j Q o, 3 THREE WAY WALL MOUNTED SWITCH, y_ N e o, Q ,P A I C 22 000 W ne O T = C MOUNT 48"MAX AFF U N O u v W V Q F Q 4 FOUR WAY WALL MOUNTED SWITCH CIR TRIP NO NO TRIP CIR d C us o. (1)7, `V MOUNT 48 MAX AFF U N O " O NO AREA SERVED AMPS A W G POLES POLES A W G AMPS AREA SERVED NO O S 120v,MULTI-STATION SMOKE ALARM U = m WIT H 9VDC BATTERY BACKUP LIGHTING BSMT(FINISHED) 20 20 LIGHTING BSMT(UNFINISHED/UTILITY) U ^z 120v,MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES BSMT(FINISHED) AFCI #12 1 1 #12 AFCI RECEPTACLES BSMT(UNFINISHED/UTILITY 2 °L U CO WITH 9VDC BATTERY BACKUP Q EP ELECTRIC POWER PANEL g RECEPTACLES MEDIA PANELS(BSMT) 20 #12 1 1 #12 AFC DEDICATED GFI(1) 4 20 RECEPTACLES BSMT BATHROOM AFCI MP "4��,�irudntiJ r MEDIA(TEL OR CAN)PANEL 20 20 RECEPTACLES 1st FLR BATHROOM -�� .NFIs 5 LIGHTING STAIRS.HALL(2nd),LINEN(2nd) 6 AFCI #12 1 1 #12 AFC DEDICATED GFI(1) JO JUNCTION BOX F '.•f t DUPLEX RECEPTACLE,MOUNT 18"AFF U N O LIGHTING GARAGE 20 20 LIGHTING FOYER,BATH&LAUNDRY 7 RECEPTACLES GARAGE GFI(1)&GDO AFCI #12 1 1 #12 AFC! RECEPTACLES FOYER.LAUNDRY&EXT GFI(1) 8 s DUPLEX RECEPTACLE ONE SIDE SWITCHED MOUNT 18''AFF U N O LIGHTING LIVING&DINING 20 20 LIGHTING W M ROOM k' 9 #12 1 1 #12 10 GFI DUPLEX RECEPTACLE,MOUNT 18"AFF U N O RECEPTACLES LIVING,FP&DINING AFCI AFCI RECEPTACLES W M ROOM&EXT GFI(1) 11 LIGHTING KITCHEN 20 #12 1 1 #12 20 RECEPTACLES KITCHEN COUNTER 12 DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT RECEPTACLES KITCHEN(GENERAL) AFCI AFCI TELEVISION OUTLET.PROVIDE WITH RG-6 CABLE TO20 a TV MEDIA PANEL,FACEPLATE AND F-CONNECTOR 13 RECEPTACLES KITCHEN ISLAND AFCI #12 1 1 #12 AFCI RECEPTACLES REFRIGERATOR&COUNTER 14 a TEL TELEPHONE OUTLET.PROVIDE WITH CAT5E CABLE TO MEDIA PANEL,FACEPLATE AND CAT5E CONNECTOR 15 RECEPTACLES DW&GD(OPTIONAL) 20 #12 1 1 #12 20 LIGHTING RANGE HOOD 16 INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING AFCI AFCI RECEPTACLES RANGE XXX ELECTRICAL SERVICE,REFERENCE MECHANICAL AND/OR PLUMBING N Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS LIGHTING REAR PATIO 20 20 z PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 RECEPTACLES REAR PATIO GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES DEDICATED WASHER&DRYER 18 0 cn C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER RECEPTACLES M BATHROOM 20 20 LIGHTING M BEDROOM,CLOSET&M BATHROOM w KI INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 DEDICATED GFI(2) AFCI #12 1 1 #12 AFCI RECEPTACLES M BEDROOM&M BATHROOM 20 12"MAX BELOW COUNTER GFP INDICATES GROUND FAULT PROTECTED RECEPTACLES BATHROOM(#2,2nd1 20 20 LIGHTING BEDROOM#2 CLOSET 21 DEDICATED GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES BEDROOM#2 22 WP INDICATES WEATHER PROOF ENCLOSURE V) C) GD INDICATES GARBAGE DISPOSAL RECEPTACLES BATHROOM(#3,2nd, 20 20 LIGHTING BEDROOM#3 CLOSET&BATHROOM.2nd LLJ�E N DW INDICATES DISHWASHER 23 DEDICATED GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES BEDROOM#3 24 Q Q R INDICATES RANGE O N REF INDICATES REFRIGERATOR 25 LIGHTING ATTIC 20 #12 1 26 Z HD INDICATES RANGE HOOD RECEPTACLES HEF-1&SF-1(ATTIC) AFCI FUTURE MAKEUPISUPPLY Q- 2 #6 50 DUCT HEATER(ATTIC) Q FP INDICATES FIREPLACE D INDICATES DRYER 27 28 LLJ WH-1 WALL HEATER 20 #1� 2 �1� W INDICATES WASHER W M ROOM) `.J INDICATES GARAGE DOOR OPENER RECEPTACLE IN CEILING, 29 CU-1 30 Lu Z GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH 1 2 #8 40 OUTDOOR AC J Q L1J E SIDE OF INTERIOR DOOR CONDENSING UNIT (oo.) Z Q) 31 HWH-1 32 Q LLJ J O O GENERAL ELECTRICAL NOTES ELECTRIC HOT WATER HEATER 30 #10 (BSMT UTILITY z -� Z Z 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL,BUILDING.FIRE FUEL GAS,AND ENERGY 33 #12 20 AHU-1 GAS FURNACE(BSMT UTILITY 34 0 Q CONSERVATION CODES OF NEW YORK STATE,2020 NATIONAL ELECTRIC CODE,AND ALL APPLICABLE F2 ~w w U U LOCAL CODES AND/OR AMENDMENTS = J 35 SE 1 SEWAGE EJECTOR PUMP(BSMT UTILITY) �0 #1� #12 20 MAKE-UP AIR CONTROL PANEL 36 f-- w J!1 Q Q 2 ALL MATERIAL SHALL BE NEW AND U L OR EQUALLY APPROVED Q u-i V) cU 0 37 SPARE SPARE 38 3 PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED VOLTAGE PHASE AND CIRCUIT NUMBERS 39 SPARE SPARE 40 4 ALL SERVICE AND FEEDER CABLE TO BE 600V 1/C THHN/THWN COPPER OR EQUIVALENT SIZED ALUMINUM CABLE EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SER'TYP APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP 41 SPARE - SPARE 42 5 UNDERGROUND CONDUIT AND FEEDERS MAY BE SCHEDULE 40 PVC 6 CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT Z CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND 7 TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS U. p 8 ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS uj ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH PANEL O 9 ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT TYPE 3R MODULAR 120/240.200A 1P,3W N GROUNDING METER STACKw:BREAKERS. M L 0,TYPE 1 ^, TERMINAL SERVICE BOXES (3)120:240 200A.I 3W W � 10 CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE ON EXTERIOR OF BLDG WIRED PRIOR TO WIRING OR ROUGHING IN TERMINAL BOX (11 2"CONDUIT U PER SERVICE PROVIDER WITH(3)#3/0 CU 11 ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE REQUIREMENTS7 12000 A V O O Lo AND AMPERE RATING TO SUIT EACH FUNCTION 1-P,3 W ^^,, UNIT'C2' � W N 12 ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY CATV TEL UNIT'C2M RATING TO SUIT EACH APPLICATION MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10 000 AMPERES. O RMS U L SYMMETRICAL UNLESS NOTED OTHERWISE ALL BUS BARS ARE TO BE COPPER UNIT'A' N Z � � 13 ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION ALL SYSTEM WIRING NOT #6 CU GROUND, MP-CATV MP-TEL CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL 0 �c: SERVICE GROUND UNIT'Cl' 14 PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL TRANSFORMER E ELECTRICAL WORK SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES N 15 ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE - C3 CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48"AFF 16 WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT 2)2 CONDUIT WITH,3)#3/0 CU EACH Lo -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 #2 CU GROUND IF#3/0 SERVICE TAMPER-RESISTANT RECEPTACLES.EXCLUDING WALL SWITCH CONTROLLED RECEPTACLES DEDICATED -OR- APPLIANCE RECEPTACLES,AND RECEPTACLES LOCATED WITHIN CABINETS #)!CU GROUND(IF#600 SERVICE = TO BUILDING METAL WATER PIPE 19 A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT (1)1"CONDUIT WITH #6 CU GROUND TO SECTION/S FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL (2)CAT5E CABLE 3/4"x8'GROUND ROD CHARACTERISTICS CD 20 PANELBOARDS INSTALLED IN HIGH-LEG SYSTEMS TO BE MARKED ACCORDINGLY PANELBOARDS INSTALLED AS PART OF UNDERGROUND SYSTEM TO BE MARKED ACCORDINGLY 2 TELE-COM SERVICE DIAGRAM 1 ELECTRICAL POWER DISTRIBUTION DIAGRAM 21 AFCI PROTECTED CIRCUIT BRANCHES MAY UTILIZE AN AFCI TYPE RECEPTACLE IN A METAL BOX AS E-0 NO SCALE E-0 NO SCALE FIRST RECEPTACLE ON THE PROTECTED BRANCH IN LIEU OF AN AFCI CIRCUIT BREAKER PROVIDED THAT RMC IMC EMT,MC OR AC STEEL ARMORED CABLE BE USED IN THE HOME RUN FROM THE FIRST RECEPTACLE(AFCI TYPE)TO THE PANELBOARD 22 ALL WEATHER-PROOF(WP)RECEPTACLES TO BEAN ENCLOSURE THAT IS WEATHER-PROOF WHEN ATTACHMENT PLUG IS INSERTED 23 PROVIDE FIRE STOPPING A I ALL FIRE RATED ASSEMBLY PENETRATIONS SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES W Z j O-0 y C co V 110: y ;O N cp. C W U Q cn:O O O 0 a O - C a N U x r 3 U Z o U Q r ,0` 0 NF cn Le CO O P / o I / I � I ' UNFINISHED UTILITY a TV 1 \ I \\ z BASEMENT I �` Lu I � 0' C) \ Z CV \ Q CN C) I � I fl� WALK-IN / C L %v c Z II .� BATH w ] Z :�i o _ cr) I C CL Q Lijw I U m I V) < Q I o t� SE \ 1 \ OS CO EP � /V / HWH MP-CATV 7— MAKE-UP AIR MP-TEL CONTROL PANEL o W UNFINISHED AHu �, " N I UTILITY ,e UNEXCAVATED _ N > � ) Lo c: N `XD C) o� z J N O E v7 O UNEXCAVATED 1 UNIT TZ'BASEMENT PLAN E-1 SCALE:1/411=1'—0" Z Z W E P W Im N O O inC co V H >0O C P C U QF �O o[p W o.- o / -- �\ O a V V ^Z O \ WP oe V \ � Q G Nei W i CO OS TL O O --- TEL D a TV =`s� V p L: \ 1 � BEDROOM#2 "'"• �'•" \ LIVING \ \ ROOM UP Q TV MASTER J DN BEDROOM �, Fr/O ' \ ,69� \TEL D CUe DN r � 1 N / Z Co Os O Lu I / WP I Z I I DINIt�C; o \� 1 WALK-IN J NO I Ryu / 1 CL C:) �(p� CV / CL � ----- � I co s \ O 10K 1 MASTER I FLOOR I I - 1\ EF��BATH b RECEPTACLE ; -�� Q 0 � // / 1 /.► C \ Z _ / — p � \\BATH EF 0 I I E 1 U > � a) , OPTIONAL GARBAGE \ I W .� DISPOSAL WALK-IN ,69� 0 UNIT A,C1,C2 SERVICE, CL .6 \ I HALL 0 to z DISCONNECT AND UTILITY 06 METERS REFER TO RISER M O \\ KI C 1 NO\ I L I U L/ J ~ M \ '-Q GD Q DW \ Q Q i ��/I C 7/EF �C BATHE F � � N (� 1 KI �C� / RQ 1 Q 11 D \\ co sO O I KITCHEN \ C LOCATED IN THE ATTIC HEF \ / 1 WALK-IN � / /�TC� H s �' 0 f� \ 1 CL Z / >O C SF GFP \ // / '' , O/ I REF i —J � N / O SWITCH TO CONTROL ATTIC LIGHTING �� I / � co Os � —-� 0 � / OPTIONAL / GARAGE w TV TEL ,7 I ELECT DRYER / a D u 1 \ CL I\ LAUNDRY vA Y � ? IDI BEDROOM#3 F= Q-. /4 \ / GFP 1 J N W I W / I �3 GFP -60 •� FOYER _1E� �' E II �� / cn \ \ EF \ `+J \ \�\ V [b BATH \ .0 WP I 2 UNIT"C2"SECOND FLOOR PLAN 1 U E-2 SCALE:1/4 NIT"C2"FIRST FLOOR PLAN "=1'—0" E-2 SCALE:1/4"=1'—0" PLUMBING LEGEND GAS TIGHT BASIN COVER VENT PLUMBING FIXTURE SCHEDULE � r—_,,,� �' ~' SYMBOL ABBR DESCRIPTION ,�,% _"DISCHARGE PIPE TRIM CONNECTIONS 5 S or W SOIL or WASTE PIPING INLET i; SYMBOL DESCRIPTION MANUFACTURER MODEL# MANUFACTURER MODEL SOIL/ VENT COLD HOT REMARKS WASTE WATER WATER 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�� „ _ LONGATED BOWL,TANK TYPE,KOHLER K-4636 V VENT PIPING(BURIED or BELOW SLAB: HIGH WATER ALARM r: ® f SEAT,SEE ARCHITECTURAL ELEVATIONS& FLOAT SWITCH LANS FOR TRIP LEVER LOCATION Z Z W E� Lw LW LAUNDRY WASTE PIPING PLAN VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, ku C CO 0 In -——-LV-——- LV LAUNDRY VENT PIPING P-1 A WATER CLOSET KOHLER K-3998-0 - - 311 2'@ �„ _ LONGATED BOWL,TANK TYPE,KOHLER K-4636 c W v <� rn I'mSEAT,SEE ARCHITECTURAL ELEVATIONS o o o 0 0 0 Iw IW INDIRECT WASTE PIPING LANS FOR TRIP LEVER LOCATION Iw CWW CLEAR WATER WASTE PIPING V ~ WHITE,VITREOUS CHINA W/OVERFLOW, ^Z ° CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 2" �� °` u TP TP TRAP PRIMER PIPING SYSTEM SEE FLOOR PLANS POLISHED CHROME FAUCET W/POP-UP DRAIN. a G G NATURAL GAS PIPING GATE VALVE „ �„ WHITE.PEDESTAL W/OVERFLOW.POLISHED � w� cw CW DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2" 2" ,,��'��': •"•�'s'}'`,ti CHECKVALVE CHROME FAUCET W/POP-UP DRAIN. h Hw HW DOMESTIC HOT WATER PIPING ?�..- •�,�t• WHITE,VITREOUS CHINA W/OVERFLOW,CHROME �. NDcw NDCW NON DOMESTIC COLD WATER PIPING o P-2B LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" 1 AUCET W/POP-UP DRAIN. z BALL VALVE STEEL COVER NDERMOUNT,STAINLESS STEEL SINGLE BOWL. NATURAL GAS VALVE FLOOR SLAB 29 V1"x 15 All x 7 96"DEPTH,PROVIDE GE _ BALL AND DRAIN VALVE KITCHEN K-3183 GFC325V 3 *HP,120V,1 PHASE,60 HZ DISPOSER INLET P-3 SINK KOHLER K-8813 KOHLER K-10433-VS 2 2 DRAIN VALVE HIGH WATER ALARM CONTINUOUS FEED WITH DISHWASHER DRAIN PUMP#2 ON CONNECTION.SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW Y11 z PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES OXBOX _ _ _ _ 1 _ A TURN BRASS BALL VALVE,LOCATED BEHIND r OS&Y OS&Y GATE VALVE FLOAT VALVES P-4 ICE MAKER BOX SIOUX CHIEF 696-G1000MF REFRIGERATOR,WHITE FINISH VI VALVE IN VERTICAL (TYPICAL Y3 SHEET METAL SAFE WASTE PAN 2"UPTURNED O a TMv THERMOSTATIC MIXING VALVE Y1-3 WASHING DGE.SEE APPLIANCE SPECIFICATIONS FOR N Y2=3' 12,. OXBOX ONE _ _ > Y3=_ P-5 MACHINE VALVE SIOUX CHIEF 696-2413BF 2" 2" �" �" AN SIZE(S)REQUIRED.DOUBLE HOSE BIBB w TRAP PRIMER &DRAIN BOX OUTLET CONNECTION ACCESS BOX W/2"DRAIN STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS. BWV BACK WATER VALVE K-TS10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& O K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, P-6 TUB KOHLER KOHLER CID 2" 2" 1 „ 1 „ (- N • FLOOR DRAIN 1 SEWAGE EJECTOR PUMP DETAIL K-1150-0-LA BATH SPOUT,SHOWER ARM W/FLANGE AND �V) O O P-O NO SCALE K-304-KS-NA SHOWERHEAD. 0-1 N 0-30 OED OPEN END DRAIN NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS _ _ 1 1 ITE TEMP SHOWER VALVE TRIM W/HANDLE, Z < _c M METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER KOHLER K-TS11076-4 2 2 �„ �.. SHOWER ARM W/FLANGE AND SHOWERHEAD. u� I� E-CP LOOR DRAIN,SEE SCHEDULE. C)0 PIPE UNION W Q 7 PIPE CAP OR PLUG P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2" 2" �" 1f1" UTILITY SINK FAUCET W/LEVER HANDLES ZQ �CC THERMOMETER W C PIPE CONTINUATION _J Ln Z Q) VACUUM RELIEF VALVE HW Lu O > PIPE UP THROUGH SLAB ABOVE FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" - - LAUNDRY ROOM UNDER WASHER I BLADDER TYPE Z Z� Z PIPE DOWN THROUGH FLOOR SHOWN EXPANSION TANK N_-HOT WATER TO SYSTEM O CO Q Z SUPPORTED FROM w LLl PIPE RISE/DROP BUILDING FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS = J oc W&T WASTE AND TRAP STRUCTURE w U Q Q �— co CLEANOUT I AD AREA DRAIN JR SMITH 2142-U - - 2" 2" __ AREAWAY,CAST IRON STRAINER,VANDAL 'D FL V) V.)—� COLD WATER —�- PROOF SCREWS FCO/GCO FLUSH FLOOR/GRADE CLEANOUT INLET cw W&V WASTE&VENT PIPING WH WALL HYDRANT JR SMITH 5609QT PB - _ - _ Y4„ - 1/4 TURN,POLISHED BRONZE,FREEZE PROOF UNION TYP: �— — WITH INTEGRAL VACUUM BREAKER W&WV WASTE&WET VENT ev BOW VENT HOT WATER 120 GALLON,240v ELECTRIC HOT WATER HEATER, HWH-1 AMERICAN VSCE32119R - - - - 1" 1" 4.5kw NON-SIMULTANEOUS DUAL ELEMENT VTR VENT THRU ROOF PRESSURE&TEMP HEATER PROVIDE WITH EXPANSION TANK,SEE DETAIL z RELIEF VALVE Z VIF VERIFY IN FIELD FULL SIZE DRIP PIPE TO ELECTRIC HOT WITHIN 6"OF FLOOR WATER 120 GAL O NTS NOT TO SCALE HEATER CFH CUBIC FOOT PER HOUR J O DRAIN VALVE � N SF SQUARE FOOT LOW LIMIT OF WORK W U N O UNLESS NOTED OTHERW SE 6"AFF FLOOR / 1 V&C VALVE&CAP ^^llam LO FM FORCE MAIN W N 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL � (INV XX-X� INVERT ELEVATION P-O NO SCALE ~ � � J N Z GENERAL PLUMBING NOTES 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL BUILDING FIRE PLUMBING FUEL GAS,AND E ENERGY CONSERVATION CODES OF NEW YORK STATE AND ALL APPLICABLE LOCAL CODES AND/OR (n 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 LO 3 LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES,SHOCK ________ GAS PIPING TO UNIT ABSORBERS,CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR I I I I A BY PLUMBER SERVICE THE BUILDING 4 ALL SUPPLY PIPING GREATER THEN 3/4"SHALL BE CPVC TYPE ALL SUPPLY PIPING 3/4''AND SMALLER SHALL BE CPVC OR PEX 5 ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF X-0"BELOW GRADE I I' ') I❑ UNIT C2 LEFT I UNIT A I� UNIT C1 RIGHT :-0~—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 I� PLUMBING CONTRACTOR 7 ALL SANITARY PIPING TO RUN BELOW FLOOR ALL VENT PIPING TO RUN ABOVE CEILING UNLESS OTHERWISE NOTED 8 ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND PACKAGING SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES 9 MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE V-6"UNLESS OTHERWISE NOTED 10 PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS PROVIDE ACCESS PANELS WHERE NECESSARY 11 PROVIDE 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 G � 2"G(281 CFH) U' ui j v O 0 E'S co U v an H >0 [P G W V C F O OCp O O OO O _ ;a N U x r 3 a� v 3�4"CW cc Z U Q .d�u�►,iw�,ryq� GAS GOWN TO BELOW GRADE J. s* 4"AREAWAY DRAIN O PIPE TO FOUNDATION AD L • �� DRAINAGE SYSTEM aa -• - 3 U N C9 Z 0 s„ w 36"HW 2"G(281 CFH) 2"W 16"CW C) ,f2"HW Z 0 cw 2'W Lu I �/Y'CW � Ln Hw P 6 2„V L u Z I� HW 2"W&T Ln Q 111 CW cw �•° h"HW Q s 2"V h"C W m a- O Q) cw cw P-1A? 13 22v,.S h"HW 0 - 2'W T, �-0 S r "CW �f2"CW Z O II Icw -o J m > G HW cw N w Hw -� -h"Cw O Hw _ 2'W&v O� � Z J l�S= __ cw 2'W&T n- W cw cw � P-2 � U � � PIPE 1h HW 8 CW TO PEX MANIFOLD �4.. CW w U Q Q N 0 2"FM- 0 N 114"G(181 CFH) 51 FM �I 3"RADON BELOW SLAB BY GC 2"V (2)�CW 2., II h'CW h"HW SIMPLEX SEWAGE EJECTOR 4„ ll 3"RADON (2)4"CW SE-1 SEE DETAIL rood F�-04�r�� COORDINATE PEX PIPING I TO NOT RUN OVER I l�-120 GALLON ELECTRIC ELECTRICAL PANEL ON F1 IT HOT WATER HEATER �[ THIS WALL r--off..CW op N 1"CW- cw N 3 1"G(100 CFH) _ ^l REFER TO CIVIL DRAWINGS FOR FP SERVICE I I N.�--, CONTINUATION F -o "HW / r- �cw 2'W&V V DOMESTIC WATER SERVICE h"CW LoI - W N DOMESTIC WATER SERVICE!7 HW PEX MANIFOLD c UP TO ABOVE GRADE BY SITE 1"HW VALVED DROP CONTRACTOR 1"CW VALVED DROP J N FP SERVICE CW PEX MAINFOLD z (SHOWN FOR COORDINATION ONLY) :, W h"H W Y2"C W E 2"LW PIPE 1 h.,HWBCW TO N INDIVIDUAL FIXTURES a" h-'CW o-- f-3^S 2'W 7 2"V h"HW �--o 1`2"CW Y4"C W o � o O `n 4„ 1 UNIT"C2"BASEMENT PLAN P-1 SCALE:1/4"=11-0" z z� n�o E cl' y 0 coo [ U v in 0- >0 [a, 0 W V Q m NOTE °C "' o o 0 v ON UNITS WNVALKOUT BASEMENT U = 3 c WALL HYDRANT SHALL BE LOCATED ON LEVEL BELOW 3-5 ABOVE GRADE V ~Z � � U WH Q nN�lt11"IuhII 4 CW ,00 17- e. �14"G(25 CFH----a-tu Z 0 w /4 G C O o •~�h"HW U CN P-2B r—i 2'W8V LLJ �h"CW Z } TYPICAL FOR 2 06 Q J � f2 CW— 8 P-2 • 2'v P-2B �—: 3"S V) CL C) � —2'v 2'W&V • cy-_ 0::f - /2 HW 077 �((� 1`I"C1N h"HW P-6 ��t� E 4 1 - n O II "HW TO DISHWASHER • h^Cw 2)1h'HW o-- P_6A 1f2"HW CW—• PIPE 2'W FROM DISHWASHER • I 2•W&T 3 5 • • P-1A •�--2 W Z J TO SINK TAILPIECE _♦ FD-B _ H 2„ -♦ __ I 3„S 3„S Z —, co 5)2"V C Z --I P-1 I ••—��•�(2)2^V Z 2 • CL � .. P-3 L--- ---------- --t6N 10-1/2„HW hCW • P-1A 2)V U J Q F— •�-2"w • I 3^S ()h"CW w CL U Q —J ��_---2'W&T P-6 (2)1h"HW p u C) 3"S 3"RADON 11/2"G(181 CFH) 3•'RADON 1h,.CW h"CW—• 11h"G(181 CFH) �•.CW 1h„HW 2"VVBV P-2 h"HW —11A"G(136 CFH) A G,20 CFH, Z Z f2,.V U. O —— P-4 •rh"CW • U.J O 111cw DOMESTIC WATER METER MINIMUM 12"AFF I ^1 W/SHUTOFF VALVE \\\ I ` v I _U � I START OF PLUMBING WORK I P-7 •�--h,HW r—` DOMESTIC WATER SERVICE n, Lo DOWN TO BELOW GRADE BY 2 h"CW W SITE CONTRACTOR i � N C) CN 'r-A"G(20 CFH, N rFD A• IP-5 • 3M—2"LWBT I 2"LWBV /2"CW N h.HW • I \—fi"cw •-----� • 2'v • 3"S WH "FiW I4 CW 2'W&V h cw 2 UNIT"C2"SECOND FLOOR PLAN 1 UNIT"C2"FIRST FLOOR PLAN P-2 SCALE:1/4"=1'-0" P-2 SCALE:1/4"=1'-0" z z tu E 0' W j O O� � u q N jC140 Cp. C W U Q Q C, - aCpLu 0 0 — O. U U Z U Q 0 ►�►►11`Ill�rgh/H ►►►Ji-Ci'AIE�,`r�i, N Z O V1 W CN O CN 4"VTR z 9 of 3"RADON VTR QJ � III � z"V --------I I u- - i li 0 D I r- I i 0 II E N r� Z Z \ O Z I co �3 RADON Lu U Q I �, a I o � N 0 rv-•--------� �I- 3"V PIPING RUN I IN ATTIC SPACE I I I I Z I .--------------------- LLJ O -J oo N (14 > � u � � � � - a) N � z J N E LO 1 UNIT TT ROOF PLAN P-3 SCALE:1/411=11-0" KINGF1 v PM NT 1�11 I�e•uotT+amlao*�a \ wM WKCrID 1D IIE EITaT� 16•wM tar,4 A•USTER CL +,f 14 o it u f ns 4 r D61L 16•V[EAGROUO p f 7 ;; - .uB,Ww -23.25.27 LAVENDER LANE 5 JASMINE LANE - UNIT C t2 .: :��T LISTER :_I4,16,18 LAVENDER LANE a,s CLUSTER*D -8,10,12 LAVENDER LANE CLUSTER V-15,11,19(VENDER LANE RYE B RO O K NY. _ `` �/ WATER SUPPLY T4 ram, Iits '1S CLUSTER*r-9,11,13 LAVENDER LANE <, -�ln In►y 13 �ts CLUSTER V-3,5,7 LAVENDER LANE STATIC PSI: 50 PSI b,;` !, CLUSTER T-2,4,6 LAVENDER LANE RESID PSI. it 40 PSI ,e +!0i - Mp SdS�ff -1,4,6 ROSE LANE 1 M i ns its„j i i ��+� ''ifs 5--45 -IL awl CLUSTER b•-10,12,14 ROSE LANE FLOW: 1050 GPM n - pB MISTER I-3.5.7 ROSE LANE CLJSTF "SR _-16,18.20 ROSE LANE -�In': '•,' �'- p > /;;/, CLUSTER 7-9,11.13 ROSE LAVE t2 ! ` CLUSTER 11�-21,23,25 HONEYSUCKLE LAVE ,l 14 pis �f�1ET/FIRE�'Jea1(Tt4.) CIJSiER X. 15,17,19 HONEYSUCKLE IANE t E > lee CLUSTER Y 9,1,13 HONEYSUCKLE UW L inro auat L��p /^y ' / �' P7 911 CLUSTER'GG. °�001.SCrtt.•'8•,,t WX O { a,o <<• ! ,.-.� 3,5,7 PRIMROSE LANE \ \ Roe m ;L', Is' Vx l �� CLUSTER 11 -8,10,12 PRIMROSE LANE \ \ -'\n N- > -`;: C -KK'-tt t315 PRIMROSE LANE 10 t n\is /��\ ;�.*,R 00 r IIOEIKIipAO MUD( _1__T �► N wM(gr t1mm LUSTER Nl'-21,23,15 JASuNE LANE NFPA-13D GENERAL NOTES -''' CLUSTER F-i3,15,t7 ASMNE LASE °' \ DOD AS HLCEMD4E It111WAV.JGXV CLUSTER W-7,9,1 t 1ASMNE LANE O1 SYSTEM DESIGN-RESIDENTIAL AREAS.'JET SYSTEM PAD- \ \ of of Din uDs s" �;;\ '" f�jls �"�j: !ts CLUSTER�O(--2,4,6 JASI/NE LANE sPauocLER SYSTEM Is A HTORwucAllY cALaT.ATEo MET SYSTEM �� I j `p1 > \ _- 113 \ p ,1 ;1+3 f10 \ CLUSTER w-1,35 JASMNE LANE OFFS=-T HANCER �. \\ _ (1;.\ v got , •� to l -4,68 Ml1l8ERRY COURT PIPING HAS BEEN SIZED USING A LIGHT HAZARD DENSITY OF.05 GPM OVER MOST WWOTE 4 SPRINKLERS /•�� / 17 r •'ti`, f11 CIUSTER•AM--3,5,7 MULBERRY COURI \ Ec,T H4NCacR�` `; R•\ 19 N A COMPARTMENT USING RESIDENTIAL SPRINKLER HEADS MAAMUW SPRINKLER HEAD SPACNG 324 ALA \\\ 4400DSCRc'!•IS-:1 r 11 aQ.ft vcxaD R S L?RBF_ SYSTEM DESIGN PER NFPA/? (2013 EDITION) cc c• �'`�•Y fy(7 \ `w ^� 1 --OCK IC uoxwm WOOD TRUSS OR 9.1M O PIPE MATERIALS ALL PIPE AND FITTINGS ARE S_AzEWASTEt CpVC OFFSET HANGER DETAIL HALF SMAP HANGER DETAIL O3 CONTRACT INFORMATION N rs N rs ,FOR+UNDER THIS CONTRACT CONSISTS OF THE FOLLOWING: DESIGN AND INSTALL A WORKING SPRINKLER SYSTEM PER N F P k-13D 2013 EDITION -DRAFT STOPPI4C SHALL BE PROVIDED BY THE 30 NER IN ACCORDANCE,nTH THE LB.C.2003 ED RON ---•-- _._... __ --_ IEr e'UQI�AlO Wm_ _ _ ;-BATHROOM$LESS THAN 55 SaFT SHALL BE IN COMPLIANCE M1TH THE REOUI4cWE`NTS OF NFPA-I30 6.6 7 S/TE PLAN m R 00 0.0-H.APPROVAL REQUIRED FOR -- ALL BATHROOMS ARE NONCCWBUSTIBLE SHEET Rpp,NTH A 30 18N.THERM AL BARRIER '• - - - t• - I I �---- _- _h'- - - - - N T S ��B�� I�� RACK �FI�/�f,J E"ON DEVICE, -CLOSETS-ESS THAN 24 M FT SHALL BE IN COMPLIANCE VATH THE REOURREMENTS OF 4FP4-13D 6.6.3. f , - e 111 C 00 CC 6a C CLOSETS ARE CONSTRUCTED OF NONCOMBusTIBLE SHEET QO0 NTH A 30 WIN THERMAL BARRIER -EXTERIOR BALCONIES: SPRINKLER PROTECTION IS PROVIDED ON ALL BALCONIES AND PATIOS OF DWELLING -- I - -C� - '• UNITS N ACCORDANCE WATH THE IBC 2003 EDITION,SECTION 903.31.2.1 0 0 _-- _- _ _ 7 -ATTICS ARE NOT USED FOR STORAGE AND 00 NOT CONTAIN ANY FUEL FlRED EOUPMENT _v � .'...� - ----'._ - - - -j --- - -- -- ----- - - .....-- --- -•I-----� ! -- -- - JAI --- --- -- -- t---- •- : I % I ! II F I- , -- SLAW NOTES TO THE OWNER UNFINIS 1ED — - -- PER NFPA _ _ UTILIT'( - --- - - - _ 9-MAINTENANCE % 1 I I -Nil •. -- - —� / -� I I - - - -� - - -Ill----J----- - ,9.1 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPRINKLER SYSTEM AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION 6 - 6.9 2 SPRINKLER SvSTEMS SHALL BE INSPECTED TESTED AND MAINTAINED IN ACCORDANCE FINISHED 7�• WITH NFPA 25 STANDARD FOR THE INSPECTION TESTING AND MAINTENANCE OF -' BAS N 1EME V;� (503, WATER-BASED FIRE PROTECTION SYSTEMS. - - �i - A.G.9 THE RESPONSIBILI-Y FOR PROP RLY MAINTAINING A SPRINKLER SYSTEM IS-HAT'.F THE � -); \ ' � -� OWNER OR WkNAGER WHO SHOULD UNDERSTAND THE SPRINKLER S,S-EM OPERATION _ e 6 I _ m I11E FWDt ---- I OF WATERER IN-"IRE PROTECTION%SYSTEMS ' e - I ' I ---_ �_-___ .-_ -__ t ] n I ' I I - fI '- PERM( FOR FURTHER IV^ \4A ION E\rPA 25 STANDARD HE INSPECTION TESTING AND NAINTEVA\:.^ I ADDITIONALLY II YOU MUST MAIN-Al\SU-FICIEK T HEA THROUGHOUT THE PREMISES TO PREVENT THE WET SYSTEM FROM FREEZINGS13L# 2)YOU SHALL IN=ORM TENANTS Or:PROPER CARE NECESSARY FO MAINTAIN THE SYSTEM. - ►- '•_ -_�__ s t. __�_'s= '�a. � t' _I 3)IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY 5-6 THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY so. --- i/ .. I I II r- r ATE A P p JAN - - -- - -- _ Or*UK lima'1TB•=0&'E16t.WVE%100"A IIQE3W T1 M sKtO! Z--, -- - - ---.� / I I -- —_ .A IL®tNG IN T® a e of or VCML W M 74r OR W EMU,ZONE CWM IM"a,1111fi - _ r I SIM >E� .w�_`� f_ •o ' Y I I% I - =.-__�= INS g Rye Brook r Aaa1 lima*fal?Dre-tI01HE Om BITE w MORI in I = _ SOWBUREi6iT MLY(5 IN(DRfAN A BrEAIAt YOUSMtOES �i L - - -"- --- - -- An NcItI.450ATI w t101tu Om omfm Ama,rTt- . _ , I Y!, - - _ - I - -.c_•. - S1AET4D B MURY WYES liN'00"A Moak AM WTW goo s,o soe 6O6 \ '• LNEXCAVAILD i / -a -•=T= j' _ / III!,Ck"MIX W aXW wriumi Wm TIN'(1 xm A MIDEML ML%u WO. --- / I / ��1 _ / 11( U I=Nr mm om Im aam+oL 1w lima:Tinof ma ToSPRFFtiERS -- .• UNFINISHED WX- - -t;-- - K[TAWX TYPE Tip W D WEII PRM9;AIKT e r TM,a.Wv[ 2'TIRE SERVICE[ATEll Sl1PR ut J -- ¢r-1 cr m_ UTILITY - nr YQAIAL 11100a*24r Fa X DINGED 201E C?y ID,FM 1"a-Vn - 10 1 IIR 1.01 WD-WER PRESAfd UIGE 8'•TEST TIME V1.111 // ..•+l�a�-w_v )+ill.•�•'-.1:L•`1.�'f.41�'bC ..'If., ! � _-._ -= -- - - __.- � • r J - • •.fir w of YelA a um 72T Sam Bmusa vxK tio,cDw A Krum(AIM Wu ---...... __k�x ��V.� 3- 1%Or W*U WML•30.=D1'SD[OICEYFY REDLCEF - t //i// _ '.s„iTaa¢•sasstan A I �.--__--- -- - - r --r amWma�smo.IDBr Mai ow I1EIECTDI ASSFId Y am - NOV 19 2020 �� 1 So+mm e.-`t1R.Y WIVES TIN MKUFI A x1ft WD WOO - B••SEt,,ENT FLOOR -_- - - UNIT c2. uNiT.A _UNIT C1 ut ,ctiVA1 — VILLAG O F%` fr_-: B 00 FLOOR ELEVATIONS t L D d �� BASEMEN'TC FIRS'FLR 4-E° BASEMENT FL OOR FIRE tit ,%L: ' SPRINKLER SYSTEM RISER DETAIL FIRST FLR.TC SECONL FLR = 10'-2° r-�• •�•� •r r n FIRE PROTECT/ON PLAN SCALE.-1 4•r-IV" All pip,locations_i.r_to tic field nlca%art:ti pilcr to?at nutlo- Yrhe:her or nc•t,nd,C:.1 ed ot•th-dravarn,.tht.4,llowinc itc_mts SYMBOL LEGEND SPRINKLER HEAD LEGEND 8E tt,lr^:�rJv,'1td JOB INFORMATION and IT?SS.IIIHtIOi?:the sp.•inl ler CpniroCLOr. -tl?d(':f dl,lnei rr`,,ds 81'.J head hre,•Uh et NF:%F t' SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN y P 1 1y + Frx{:Iu REFERE10E�oF a aEUB E R-u9u aEsta[�Lrarc AtmvEnEyFSPallos+Try K.;;B aOEcaEf,sH:Ru's PROJECT:KINGFIELD DEVELOPMENT 2.All dimensions sitot:!I are:end CO end F'nL'I5ityis for rl,,shinr wr:necupns arr.drarain,,of ail(.,TIP QF NEW jog REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE !` GEN Do-] E1-,A1INBE_W-CPO:S.EL CONTRACT#:0000 3. +Reh tee?prrat:ua hen is a In be tielil Ir1S13IIc(i whe:'C equireC IrspectOl's!es!canneciior.St1a11 be;roLitird to a act s`.stem ,� V �p .� CITY:RYE BROOK STATE:NY ZIP:10573 e . r, , , [••s EYrATpNABOtEFlVSFE�0.00R Q aESABE•a>Ia�4a aEcaNCALEsa 15PaNne+awK ,izscoB�tEEsttiAaA;cr CLIENT:THEWARJAMGROUP PHONE:19141761.250 fill COPY -!:tll aur.at?d harnTers are t.L.,Ina?allet.,e.tiFPA.;3 -�yd•-Iulic.ictel,ti.iu;tio?plate.,b NFP4' requreet siy?s �Q•\, � 5.G,iddeo wet systems shall.pro-de.a reiiel v al:•e per AIFPA 1„ �� , (= -) E.ErATW0r•OPOFSr3 CONSTRUCTION:WOOD LTD. 6.All nev,piping is to Ear ttyd:OSt2lICa1i;te3ted at no!IeSS than:)L.upoi It is i!IE building owner,,•'esponshAity.0,?rCL'IJE drC.,iIIE,ezt t0'all 7.'d.7�it the 0 Q W' ® CEIM fIGF- ,- iETAB E F'R:51'RESDVTlt1 Ai{1CV1.,$p{{._y�yIF7'7`Fi.KcI.:Qt:io-{AcESN=R.II1' 0 Q ADDRESS:5 INTERNATIONAL DRIVE-SUITE 1 14 1pr,ho.,�s.or at 5tfpsi ir.ext'es:•at the mct;cImut^ptE$si tt !i:lildl!tt�-roiecteci t y P.we:typ,'<<Iini;ler Bymi m.anf`fo,all h atrt filled sui.;Iv;�if.c v:aivcs r � W f COIPUTERGE�ERATE:h;1G3t OCCUPANCY:NFPA 13D v0len the rmwirnum prassure to be main!aioed is ir•e\mesa of'50Psi, and Svslem rISE��S-r ft type systems. Z WERMUP C 3EPUIF-W'�iDRES*0E'MXALSCa}ALLS�T*-R 17V 1-5.'.,C20CWEE,S tP,-.4'' CITY:RYE BROOK STATE:NY ZIP:10573 15 INDUSTRIAL PARK PLACE,MIDDLETDWN,CT 06457 C9 SYSTEM TYPE:WET r■ I Ai r c . r , .+ �}�$' PI°E LR45DON� FIRE SPRINKLER CONTRACTOR CONTACT 7..;[;ulc1 Openinc?device is ret;uir"d t:T?en dr,sus em t•cdl%n1H F•ft.eeda I'-.t.-PION S,Ia1►:,r�;naintaine�Or all or},y{x sys•�'I:.:,}ar ap�lp�r,::,ui�nlrtlC al' 2 DaTE:1 111 U202D P:860.632•8053 F:8150.632.8054 500 gallona;..r-I'NFPL I., cemp!essCl or plant ail sys:em specs ic21:,apCroved i-or are c ipable cl tutomaically �S' 078�21 � PI;IEflm PPS J,- TvCCUtrF GEI['N-DR`FSAID T5PalKO^APT X=Lo C•?5 WE.SK 7YMB.Y{m•;;)nR& R.NFPA i3t.•ap plv an•e-juher rnain;amirg 1!?e rerwired air ,•s.1r_ F P Q 1 PlEtMEDCOPLI101'-Trm DESIGNER:TODD DEUSLE PHONE:1413)530.551 WWW.MACKFIRE.COM a. p•cs �pROFES5�0� I� oT Pf>FUJAY)!E_ISTIA,I:cs TOTAL THIS SHEET:• TOTAL THIS ANJ:FIRE M RSHAR E-MAIL:TDELISLEtaMACKFIRE.COM LICENSES: CT:FI-40291 MA:SC•120494 R1:000347 a*-A COWWIOR 10 ADEQAF.Y t6JATED THE SEC KI xP DGCXD'110M ME 0 16,O.C. -AK AREA AW K A%a TO NW TMT tiff N F1 V PM N -AK AAAPIPE]DES NOT rqm UP 5 JASMINE LANE UNIT CZ ifl)R(Xl\l RYE BROOK9 NYE LI "SECOND 1 FLEV TI: 1 11 11 iiii � 017110U 4mxw 991111W W L_ 16'OEP DGKM ROOR mm 0 16,0.c, aw ALL PIPES W*THE;kW_MAM AS.0 AIC FIRST Mff AS POS98U ID 4A.01111 FOR MkGAN AREA OF WWMN IV VVD DECK OR 4 8 UEST014E PAVE? Unfinished -r Basement 7 . GA RA GE SECT/ON Z N.Ts 6-116 7 LIVING ROOM \AASTER BEDROO&A W LIP Ili 116" &ON LIP TD TIf 5ECDO `ate'LK il IWK W to'up MX j 6-14 Of UP ntu R saw 7-1 - / -• ��_, soy ` - I j - -- -J - - E 9-6 2'CONTROL VALVE AND ALL UNDERGROUND PIPPING j 4-4- 4 9.-0. 5 -ICR r- IS BY OTHERS MkCK ARE PROTECTION'S CONTRACT HYDRA t I IC DFS I('N DINING IV BEGINS AT 2*FIRE SERVICE WATER LINE LEFT INSIDE ROO&A icsnot A THE BASEMENT. IIF MATTER HYDRAULIC DESIGN CRITE BATH Am V_J r U09MM FIE MW"X MR Density .05 c� 5,51 AND KID rK BMW F Q(P(9Y MW VARIES MM%A jfrN hTMK Vae WD4 Spacing LF TO TH **TYK WER n�x No(or T") I Factor 449 N` V,A-r-IN _e Hose Allowance 7,M"M W SEAM wm LK W WD 4AZ 01CMX(Rf OMW CL Ir.10' LP to K N. This System is Designed to Discharge SE 14� 110K of Floor Area Over a Remote Area of OELL ot a Rate of -05 GPM per sq It 0-- 2 Sprinklers when Supplied with Water t at the Rate of 34.7 GPM at 42.2 PSI at the FP DSDWM NOX Y KITCHEN Illim 9MW PFE N NU AffA W ID of RM AM' 7 20 6 7 V., Ir 96113D LK— L TDII 10 top OF Cax -o rwm IS 2 V1, 7'64013MM F9 MM WER IN WN so iia Tif au"FLOM(Fr r416 oxt t QXM WVE MUaK 1kV0 WD A --------- z VK RK IIATP RDII 990 0 CrC6 N\_ r IAQXOX FR som IIIAS IN tp LAUNDRY,-- 0 0-0 8-2 &10 KATO DODW 0 ODM C-)- ntrns tau or tip no r4 GARAGE - / g / 4-4 --/Mm 9wo RK&GM 0-6 MD WO ID I)f 11010 WE F ER b =1101K W 1111luilm im III RIC NTH DIDU OR QMk cwrwm X-1- D(Ob 01IMT MW MO 81110111 1* LA'- UNIT'A&AMUSU 7K WIT%RKW RR 7 FRI FU IIISAM$0 DKI f(A'FROM RE RA UNIT M2 I IN DRAII 1-1('D E S I(I\ 2.MWX Wilt WITH 1111`1111111k IM0 AraDR.�kll_LI( DILSION MDE CAN"LlIN M)=AT[TDRWLK \1 I \RI VIM DR go FWD W01 Rr 01HM —UNIT"Cl AELK rK PPE MD 9R1KIR I I(A %ki%,It k.(.1 2'LOCUMM M SUM WM LK LF— Rill(.)(R W WAD 01110K(W 17"%)fifw OIX IlIkula ]7= HYDRAULIC DESIGN CRITERIA 2'CC�N'QOL VALVE AND ALL UNDERGROUND PIPPING HYDRAULIC DESIGN CRITERIA Density 05 IS BY OTHERS MAY ARE PROTECTION'S CONTRACT Z VARIES Dens-ty Spacing BEGINS A'2'ARE SERVICE WATER LINE LEFT INSIDE Spacing VARIES 7%12'0)X MK K Factor 4.9 THE BASEMENT I K Factor 4 Hose Allowance— b ox aluilic I Hose Alowonce— This System is Designed to Discharge FIRST FL OOR FIRE This System is Designed to Discharge at a Rate of .05 GPM.per sq It at a Role a, wOr GPM per sq It of Floor Area Over c Remote Area of of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water FIRE PRO TEC TION PLAN 2 Sprinklers when Supp(ed with Water et the Rate o'- J3 GPM ot-� PSI at the Ratc a' 26 GPM of 3,- PS INSULATION DETAA FOR ALL SPRINKLER at the FP OSDAU No Y SCALE 14' • at the FP CGOiARGE NOOF'S' IN OR A DJA CENT TO UNHEA TED SPACES 7:S 'h SYMBOL LEGEND SPRINKLER HEAD LEGEND All pii,e Ic(,aIKnn.,.,,�i-c junt.field nicasored pfior to fabriccatwn Vi..ethet •or not irsdicz ed oi Olt cravaros.tht;follovirq.iwn!s arc to be prox,ided: SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TFTLE:FIRST FLOOR FIRE PROTECTION PLAN JOB INFORMATION I and iniiallaUnn vy the sprinkler cowlactor. --it aeCalrinei.spare heads and head wreno,de.NFPA 12 t4EW FYOR-AX REFERBU:M- 4 7Z&E-R-C!9LL-RES-3MCXEMPEqkqTSKWJEF174ryA!.g.g'E5:EMSFLSRO.. PROJECT,KINGFIELD DEVELOPMENT 2.All oivnerisionzF-.,lo-.,r!are:end to end P-,-,v1sir-ns f')r flushing coone,-lions.arr.draining of ail r-lpe GENE [tom] UnATO BL(V'OP OF S-:EL CONTRACT#:00013 REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE 3.�Iiol'ien"Oerlt;-heads are to De field inctalled whe;eequired Inspe,tor's test corineclion sfiall:.e provid,,cflor eact,•systew _677— 0LX,(R-:"UC06CEkVPr09ff"X0'17W-KIU g2XDEGREE S%IRA3115 CITY:RYE BROOK N�x 4.Al':pip—_and hangers are to Le inszallej per"WPI. HentifICA41ion plates&NF-PA',i required signs STATE: ZIP:10573 49 CLIENT:THE WARJAM GROUP PHONE:(9 14)761-2500 5.Gfidoed wet s,•stems sflaIIp!o,,0A-a relief valve perNIF-PA 1 co 009 20-e) E_vATIO110;'OPOFSF_% LL. * (a CEUNG-W Sl1XEVA_S;:U4LEq'TIFT W..@175Dc�A:-_S1LtqkM- CONSTRUCTION:WOOD F I R E P R 0 T E C T 1 0 N 0 6.Ali new Piping I:,To lb,� lteiild il not less Char:)G,.jpi 11 IS vnf-building owners responsibility:0 oievid(�adep"inte heat for allarea-�it W-e W_Kf*F*A-S X R:SDcAk 4DR9.19k LTD. ior no..irs.or;m 5'.-Psi itexces.nf rtc-niaxilnurr.;)I.E.Ssure ri-jilding%*,!e,,ed ty P.vve;type.,spninkler sysiew an.c.'For all waw:Tilledsupp!�j-A*f,,,val,,=: ADDRESS:5 INTERNATIONAL DRIVE-SUITE IT 4 0 OCCUPANCY:NFPA I 3D CITY:RYE BROOK STATE:NY ZIP:10573 v;!ier.the mavimo-r rrtLimssure I(be ri.ainirlj:eidl i.s in ei.\Cess of'50cibi. 100�.Ok:ffl l`iqe:1,Z:Qdr`�lypie SVStelnS. Pl:f RISE UP < 174F<-�E g2XYGiEE SlittR410 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 7.A openini.,de,"k.a is requiiec when, FFf'LRqSM SYSTEM TYPE:WET - r%." EV dry.�,sterr-volume L-X,P.eds 4i-rre,%.;fP shall tKinnaintairierJ or-.all dry type,systems ar.oppovediaww;,'ilic air 0781% DATE:11/11/2020 0-632-8053 RB60-632-S054 13. compress.-of plan, syi:en,specificaliv npcuoved fo,arc r_ipable of aullowiticalh/ i 4 Ty.0UIrREXN1LWPE0MVJ1KUN FIRE SPRINKLER CONTRACTOR CONTACT NIFIPA:a apply'as equirec• f1jilinaijill 9 the c-rjjrLd air prG_5,.,.jr%& OFFS GM:D W.P100i'm WWWAACKFIREXOM IL A PORT CHESTER DESIGNER:TODD DELISLE PHONE:1413)530-551 O 'J;FIRE MARSHAL 01 1 PI-1EL4NA.T_W.M _1 W7-� I TOTAL THIS SHEET: —FTOTAL THIS JOB:- E-MAIL:TOELISLE@MACKFIRE.COM LICENSES: CT:FI-40291 MA:SC-120494 RI:000347 LL. KIN F1 v PM NT 5 JASMINE LANE - UNIT CZ RYE BROOKy NY. HYDRAUI IC DESI(-)N c u(\Kf\M. ()\DII(K)k III I)KI K)\1 HYDRAULIC DESIGN CRITERIA, Ill•I)RAL Ll('DL•SIC\ Density i \1\IIkHIIWt)()\i Spacing VARIES K Factor 4.4 HYDRAULIC DESIGN CRITERIA H)D12 At LIC DLSI(i\ Hose Allowance Density .05 t\t 1 kf\Ai < I I\I 1 This System is Designed to Discharge Spacing VARIES 1.1(K)t at a Rate of .05 GPM per sq It of Floor Area O o Remote AreO Of Hose Allowance••" •"`• '- K Factor 4.g \i ti77 K Fhl)KtH)�t ver 2 Sprinklers when Supplied with Water -"--'- - --'----- -----' I HYDRAULIC DESIGN CRITERIA at the Rate of 32.2 GPM at 43.8 PSI ___--. - __! This System is Designed to Discharge of the FIR DGWK NODE S• of a Rote of .05 GPM per sq ft Density .05 of Floor Area Over a Remote Area of Spacing VARIES 2 Sprinklers when Supplied with Water K Factor 4.4.4.9 ___ at the Rate of 26.3 GPM of 36.3 PSI Hose Allowance -- - ------.- !-4 ------�- -__ at the FP DISDVM NODE v _-------_-.-- '_--- -- •^- This System is Designed to Discharge - � ___�1 --- `=____-'` - - „J-3__�f. �.;)• �•_3k at o Rate of 05 GPM per sq ft ' ♦ 7� -_ _ _ __ __ _- _ _ _ -� __-_ - of Floor Areo Over o Remote Area a( 51 / --- -- - - ----- - - i _ 2 Sprinklers when Supplied with Water at the e t GPM at 39.8 PSI at the F9 DW0 Ni 3-DROOm iQ s �C1111l1l1� Hl 13k\L I R I)F.SI(j1 HYDRAULIC DESIGN CRITERIA ty .OS Density - -- / Spacing VARIES f�,• �/ WALK-IN K Factor 4.9 I Hose Allowance - ♦ r. 1• ♦ ty 4iv/ - - - - - /it// r% E / ,i_o This System is Designed to Discharge st !� O �� / ;( :(•• it Ida - a `/ i at o Rote of .os GPM per sq It {. / of Floor Area Over a Remote Area of y �' i -- - - -- - _ (• I / 2 Sprinklers when Supplied with Water i j �• / i ♦ �/ at the Rote of 34.4 GPM at 45.1 PSI i at the IP 06DtiIAGf NODE V BAT- PA Fr {' HALLIAAYit r - - 4e l BAT- I •� r,. �' / rjJJ,ll�LZiZ/1 � � / TA / I ' LINEN BEDROOM - - ----- NOTE - �- \ ALL SIDEWALL SPRINKLERS ON THE SECOND FLOOR SHALL BE LOCATED AT 0-7'BELOW THE CEILING UNIT V2 Hl n1.At L1c nrtil(i\ UNIT'A" - - -- - UNIT C7 - \I t ��HI.\rt .. HYDRAULIC DESIGN CRI1 t-RIA SECOND FL OOR FIRE Density I Spacing ARI ES FIRE PROTECT/ON PLA N -- K Factor 4.4 SCALE.-14"-1"-0" Hose Allowance This System is Designed to Discharge of a Role of 01, GPM per sq 1• of Floor Area Over a Remote Area o1 2 Sprinklers when Supplied with Water at the Rote of 32.,,GPM at 41 7 PSI at the FP 0150;Ia No T I SYMBO,LEGEND JOB INFORMATION ,:II t)i;,c I,catict:lS arL•iJ hE tiE;(('.n?LF1Sttred prl(}r t0 iat'rY..iiUC•" t.'•'hE:tt:er of nL't iridi::i::ed OI tttL L'.'a\•:IrG�,the tUllo\',inc Items arE IC fY••;)rJVr'Ie'd SPRINKLER HEAD LEGEND DRAWING Tr'.E:SECOND FLOOR FIRE PROTECTION PLAN SYMBOL DESCRIPTION SYMBOL DESCRIPTION and it.-. illalior. ,the sptin let cnn rn,.,r. --{t•ae'Cabinet pare hte ads at,j head hrevch pet NFr•A!'I F r1EV1/), , FYxtrue IEaFN�,ot t 11FiF R:L9LL'RESL?(tr�GOtxFAIFDPEDE(TSpRNCIJ�17w K.;T FS�EOaEE 5R-!u1; PROJECT:KINGFIELD DEVELOPMENT ry� 2.A11 aimertsionF shown are:end to end -P r•viswns C4r loshinr cor:ileciiuns anal dra0ing of ait Fine O O REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE 3.Hfol'ten1D2.'1t ir?heads 3rE In c �/ GENF 9 E.ATIONEE Q1'pPy5'3 CONTRACT>r:DDDD e(teiOlr,.taDad wrte:c equtreC InspectL�s test:r,De�liot:shall• revidcc for ea h s':sterr '< f�V CITY:RYE BROOK STATE:NY ZIP:10573 4.All pip--c;tnd ha gers are to be ins:ailed per NFPA 13 tiydr-iulii-identiric.a!ion prates 8 NF6A; regt:irett sic rls ,lQ��. * (-1 E_.AnONANXEF1V9-:�30Da Q• RE.Hg_E'SW oLIC(R:90A0O XEkMPiV-MSRo1!(p',7V OU gZXDEGPH SV,lRAj11i 5.Gld,^.re we'systems stlalt provide,)reiie'•:ah:e pet r�FPA co�� cc in 20-0) E.,AWA0':'OPOFSr:a CONSTRUCTION:WOOD CLIENT:LTG WARJAM GROUP PHONE:1914)761.250 6.All new pipi'w is to b h)•d(ostaticall',lesird at not less than:)1Ujp,i It is tnH building ov-ners resRCrswiiity to providt-adea•.ate Ilea!fo•a(I,3raaz7 i,^the �` co W ® Gf3M-ew 4 ��rt'RSS1'asSPdTµJ fD¢CIT:.Sbt1:_yaIVLEa 7rFr E�.:�til}:(F:ESNi P R � � O for,ho.(r•o.at (:Psi in excess Of the:rla)tiQ1LJ•:'prrs,iurt uudding pr-tNe,^.ted',)e vxe s-,-Ani-1er sysieni ari('-Cot alf hair:(-filled s1tppi,;,lira vaivc. � ? f CXfUTSGEERATErI4W OCCUPANCY:NFPA 13D ADDRESS:5 INTERNATIONAL DRIVE•SUITE 114 when the r i;,'imu!r p e;sure to be n aI^.!aired is it e\Ce;�at 5Is ind sv••tern rl ze:m'o, type:;ctetns. 2� �/� PPE RIM UP < RLOS-E'F'a�'-.AVRES�-10-T(',LS[EMAU.Sx��a 17V r E g7c}t71 SKIR:� SYSTEM TYPECITY: BROOK STATE:NY ZIP:10573 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 7.N ru1•-k ope:lf^.c;de;•i,:e is ret;i;irr�\'.'•ems d:)•system\'OIL'n1E e�(ceeda .4i:pres-Lre c!1Al!,C-ir).liillalr?et'.Jri all•:ley type S)'S:etl:;;.^.y ar il•7ptr,4a!7 e:)tiiUr?iFi!IC dl! 1 � PI'E•LRVSpQ1\ E.WET M .)00 gallon.rpr AFPk t.s C n're S^t O!^ ! !,• n S�A 078�Z O�P�' PIT (A Tv-rupR�.�q-DRY Ff0M WB ,T�yo @ 75yrA��r��r wrl tHn� DATE:1 1/1 1/202D FIRE SPRINKLER CONTRACTOR CON'.ACT P�86�•632.6053 F:861]•632.8054 c p._s_,. ,.Ian ail s�•srem s�rtdlc2l 1p;Io\•ed r;•aro CajJr3bIE ill aLl,otra•L:.Ily O PORT CHESTER WWW.MACKFIRE.COM a P.tdFPA t;sC a,�ph as equirPc niain:auul()the re,uirL:d air i rGS�.ir AOFESS\ 0 7 PPEG"ONEDCOLFIJESIg1`10 AHJ: DESIGNER:TODD DELISLE PHONE: 530.551 07 PPE VAXJEJSTW,T.Gs T01A,THIS SHEET:• T--- MIS JOB: FIRE MARSHAL E•MAIL:TDELISLECMACKFIRE.COM LICENSES: CT:FI-40291 MA.SC-120494 RI:00034', FIELDWORK COMPLETED: August 29, 2022 FILED MAP REFERENCE: Sub di vision Map of "Kingfield" F.M. No. 29210 filed August 30, 2018 Subject Lot: 100 common Area 4"NOT Known as 5 Jasmine Lane BUILDING LOTS Town of Rye Tax ID. Section 129.025 Block 1 Lot 1.49 R=573.00' L= , Fence 41.72 w p CRW CRW Patio w/Fence Legend 00 w/Fence AC— Air Conditioning Unit ©— Sewer CI can ou t CRW— Concrete Retaining Wall ® — Curb Stop Water Service ®— El ec tric Box ® — Electric Manhole \ — Gas Val ve - -- Light Pole 96 o— Telecommunication Box " ®— Transformer Pad N O— Water Valve CRW c0 0 101 Q� ;n Un 6000 Area= 3,885 Sqw Ft. �- IE IF= W To date, no Title Report or Abstract of Title has been provided. This survey is subject to a OCT 2 6 2022 current, up to date Title Report. Property corner monuments were not placed as Walk Pavers Drive VILLAGE OF RYE BROOK part of this survey. �a � R BUILDING DEPARTMENT .�. _..._._....�..�_.r.._�r....,_ =658.40 0 L=49.69' This map may not be used in connection with a Q Stone Cur "Survey Affidavit" or similar document, statement b (TyP.) or mechanism As Built Survey h sm to obtain title insuronce for any subsequent or future grantees. Jas mine LaneJasmineLane Unauthorized alteration or addition to a survey. Access, water �' Sewer Ease.map bearing a Licensed Land Surveyors seal is Per F . . . . M. Unit 100 a violation of Section 7209, sub—d�v�s�on 2, of 292�o the New York State Education (Asphalt Pavement) Law. Prepared for According to NYSAPLS policy adopted January 23, Sun Homes, Inc. 1993, the alteration of survey maps by anyone other than the original preparer is misleading, to ki the confusing and not in the general welfare and benefit of the public. Licensed Land Surveyors Town of Rye shall not alter survey maps, survey plans, or survey plats prepared by others. Wes tches ter Coun t , Ne w York N S T E 200 DO to: A t 3 < TomENGINEERING, SURVEYING �cGRAPHIC ". .`� ENGINEERING., SCALE � s x LANDSCAPE ARCHITECTURE, P.C. 0' 20' 40' 3 Garrett Place • Carmel, New York 10512 JEFFRE Y B. D eR OSA, L S Phone (845) 225—9690 • Fax (845) 225—9 717 ASmSUILT New York State License No. 050749 www.Inslte—eng.com DOCUMENT Q2022 /n si to Engineering, Surveying 8c Landscape Architecture, P.C. All Rights Reserved. (IN FEET) 1622 7.200 1 inch = 20 ft. Lot Maps/Lot 1 QO.d wg