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HomeMy WebLinkAboutBP22-214PERMIT I SECTION TYPE OF JOB LOC/ � �. • i� -• 1. 7/&6 �nool;! iA/G7,GC f O� R APPROVALS Off' _ 43UILTIFUTAL SURVEY REQUIRED PRNM TO FINAL INSPECTION ocrTION RECORD^�j,\� (I p ,/ FINISHED BABEMENTNOT DATE I'i iN,J N1N�L5 1� ,�0/7 (y�7I�I� /Q�3�U-Z/ APPRAM PORUSETO la RIu`* p'•LY f'tOJ' SEPARATE APARIM1IENT OR FOOTING pu�^,F d 5/fin OWE UNIT FOUNDATION FeBwS F+A• _{ ♦J,pFDrto.+� <• 5 �J FRAMING wLa pl LfAt.<•F•Pon• (;,� P'>!a<� 3-/1 -Z.Lr RGN FRAMING I� /�/� / INSULATION _/ U P PLUMBING NG r oU (' �/p� cc- RGN PLUMBINGAS G MPaa-1 �3ls ��P V�rl"l k _ Sys/ tF� SPRINKLER ✓ _ THIS BUILDING MUST BEPOSTLD �.-�, ELECTRIC Lb /Q `o/ejek, L5 CRl_I�C WItHa PCRMANENFCONBTRUCiION LOW VOLT W G O IYPEIDENMICATIONSIGN; L10 i12 - cc, 6C i�11�2� AS MPa3-/3 6"'do��►eu�lll� Fe fTS PRIONTOTHEISSWXCEOFA C/0, /v /ypa3-oo89� Van �l r kdal ASREQUIRMSYNYSGTELAW. A,C7 G/ernP� �EWEiP C/NEP N t5lq) nY �Pp�3-//S�SoeComJli /�1� �k VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK No : 24-084 Certificate of Occupoucp This is to certify that qe 0 /J'�cZ �_ (�" Of, PW &66t N , having duly filed an application on 0 L� 20 CWrequesting a Certificate of Occupancy for the premises known as, �5 Rock Ric �y� , Rye Brook,NY, located in a �C,—An Zoning District and shown on the most current Tax Map as Section: Block: / Lot: / 7 and having fully complied with the requirements,of the Building Code and the Zoning Ordinance under Building Permit No. 'c� , issued fl `t 20 �, such authority and permission is hereby granted to the property owner to lawfully occupy or use sai premises or building or part thereof listed under the following New York State Classifications,Use: rarnl'&l Construction: for the following purposes: /vp 1k))M o#aChed Izomm- 117 gafio' D a' Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FINISHED BASE E T NOT (� APPROVED FOR USE AS AJ -e "� SEPARATE APARTMENT OR DWELLING UNIT This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of th ' g or in the ex' cilities shall be made,and no enlargement, whether by extending on any side or by increasing in fight sh 1 be e,n shall u' ding be moved from one location to another until a permit to accomplish such change h s be d from th uildin spector. Building Inspector, Village of Rye Brook: Date: J U L - 1 2024 RECEIVED J U N 10 2022 VILLAGE CLERK'S OFFICE June 9, 2022 APPROVED 7-0 RESOLUTION GRANTING SITE PLAN AND WETLAND PERMIT APPROVALS FOR PROPERTY LOCATED AT 48 ROCK RIDGE DRIVE VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, Eliot Senor, P.E., on behalf of the property, Gesthimani Kouloukis (the "Applicant'D, submitted applications for approval of a Site Plan and Wetlands Permit for the construction of a new, single-family dwelling with an attached two-car garage and in- ground swimming pool on property located at 48 Rock Ridge Drive in the R-10 Zoning District, and designated as Parcel ID 135.28-1-17 on the Town of Rye Tax Map (the "Property'D, and WHEREAS, the Planning Board reviewed the following plans and application materials: 1. Short Environmental Assessment Form and EAF Mapper Summary Report dated 4/21/22; 2. Application for Site Plan Approval; 3. Site Plan Submittal Review Checklist; 4. Exterior Building Permit Application; 5. Building Permit Checklist& Zoning Analysis; 6. A Wetlands Permit Application; 7. A Letter of Map Amendment Determination Document dated 4/27/21; 8. The following plans generally entitled, "Gesthimani Kouloukis 48 Rock Ridge Dr.," prepared by Gabriel E. Senor, P.C., last revised 5/25/22: a. Sheet 1 of 2, "Stormwater Pollution Prevention and Erosion Control Plan" b. Sheet 2 of 2, "Stormwater Pollution Prevention and Erosion Control Plan" C. Unnumbered Sheet, "Tree Proposal Plan;" 9. The following plans generally entitled, "48 Rock Ridge Drive," prepared Atelier Milot Shala, dated 4/19/22: a. Sheet A-0.0.0, "Site Plan Zoning Analysis," b. Sheet A-0.1.0, "Isometric Views," C. Sheet A-1.0.0, `Basement Plan," d. Sheet A-1.1.0, "First Floor," e. Sheet A-1.2.0, "Second Floor," f. Sheet A-3.0.0, `Building Elevations," g. Sheet A-3.2.0, `Building Elevations," h. Sheet A-4.0.0, `Building Sections," i. Sheet A-4.2.0, `Building Sections," 10. A Site Survey entitled, "Topographic Map of Lot No. 73," prepared by Gabriel E. Senor, P.C. dated 2/17/21; and WHEREAS, the Planning Board is the Approval Authority for the Site Plan pursuant to Section 209-1.A(2)(a) and Section 209-1B(1) of the Village Code; and WHEREAS, the Planning Board is also the Approval Authority for the Wetland Permit application pursuant to Chapter 245 of the Village Code; and WHEREAS, the Proposed Action is a Type II Action pursuant to 6 NYCRR 617.5(c)(11) of the State Environmental Quality Review Act ("SEQRA") thereby requiring no further environmental review; and WHEREAS, the Village Planning Consultant, Village Staff and the Planning Board reviewed the information, submitted comments regarding the site plan and wetland permit; and WHEREAS, on June 9, 2022 the Planning Board opened a duly advertised public hearing on the subject applications, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said application and the Planning Board closed the public hearing on June 9, 2022; and WHEREAS, the proposed single-family home is located entirely outside of the wetland buffer; however, the Applicant requires a Wetlands Permit for the demolition of the existing single-family home that is partially located within the wetland buffer; and WHEREAS, the Applicant will restore the wetland buffer area with lawn area after construction is complete; and WHEREAS, the Planning Board has considered the Wetland Permit standards set forth at Section 245-8.A of the Village Code and finds that the Applicant proposes sufficient wetland mitigation in compliance with Village Code standards subject to compliance with the conditions set forth herein; and WHEREAS, the Planning Board has considered the site plan review standards set forth at Chapter 209 of the Village Code; and WHEREAS, the Planning Board is familiar with the site and all aspects of the project. NOW, THEREFORE, BE IT RESOLVED, that for the reasons stated herein, the Village of Rye Brook Planning Board hereby approves the site plans listed herein and approves a Wetland Permit, for the construction of a new, single-family dwelling with an attached two-car garage and in-ground swimming pool on property located at 48 Rock Ridge Drive, upon the following conditions: 1. The Applicant shall submit a Construction Management Plan to the satisfaction of the Village Building Inspector and Superintendent of Public Works/Village Engineer. 2. The height of the fence around the in-ground swimming pool shall be further reviewed by the Village Building Inspector and shall comply with the provisions of the Zoning Code of the Village of Rye Brook. Any changes to the height of the fence necessary to comply with the Zoning Code shall not require amended site plan approval from the Planning Board. 3. The Wetland Permit shall be valid for a period of one year from the date of this resolution, however, an extension of an original permit may be granted upon written request to the Planning Board by the original permit holder or his/her legal agent at least 30 days prior to the expiration date of the original permit. 4. The Wetland Permit issued pursuant to this approval shall contain the following conditions pursuant to Section 245-113 of the Village of Rye Brook Code: a. Work conducted under a permit shall be open to inspection at any time, including weekends and holidays, by the approval authority, the Advisory Council on Environmental Conservation, the Village Engineer or their designated representatives. b. All permits issued under Chapter 245 shall be void and of no effect after one year from the date of issue thereof, unless the work for which the permit was issued has been actually commenced and not been abandoned during that period. In such cases, the applicant may reapply for a wetland permit from the approval authority in accordance with the provisions of Chapter 245. If the work for which the permit was issued has commenced within one year from the date of issuance of the permit, such permit may be renewed by the approval authority in accordance with the renewal provisions set forth at § 245-5(A)(8) of the Village Code. c. The permit holder shall provide written notification to the Village Engineer of the date on which the regulated activity is to begin at least five business days in advance of such date. d. The approval authority's permit shall be prominently displayed at the project site during the undertaking of any of the activities authorized by the permit. e. The boundaries of the regulated activity and all wetlands and watercourses shall be stated and appropriately marked in the field so as to make the boundaries visible. f. The permit, including all conditions, shall be binding on all successors and assignees of the permit holder; and BE IT FURTHER RESOLVED, that no permits shall be issued by the Building Department until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. On motion by Ms. Schoen, seconded by Mr. Tartaglia, Superintendent of Public Works/Village Engineer, called the roll: MR. GRZAN Voting Aye MR. KROM Voting Aye MR. MENDELSOHN Voting Aye MR. RETTNER Voting Aye MS. SCHOEN Voting Aye MR. TARTAGLIA Voting Aye CHAIRMAN GOODMAN Voting Aye tQy�BR(� .^ L�wVvyy V 7. 19 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914)939-0668 Christopher J.Bradbury www.ryebrookny.gov TRUSTEES BUILDING&FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE July 1,2024 Geolif LLC 48 Rock Ridge Drive Rye Brook,New York 10573 Re: 48 Rock Ridge Drive, Rye Brook,New York 10573 Parcel ID#: 135.28-1-17 This document certifies that the work done under Mechanical Permit #23-088 issued on 6/9/2023 for the installation of two new heat pumps and ductless systems have been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to DR 19 s VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914)939-0668 Christopher J.Bradbury www.ryebrookny.gov TRUSTEES BUILDING&FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE July 1,2024 Geolif LLC 48 Rock Ridge Drive Rye Brook,New York 10573 Re: 48 Rock Ridge Drive,Rye Brook,New York 10573 Parcel I D#: 135.28-1-17 This document certifies that the work done under Mechanical Permit #23-137 issued on 9/12/2023 for the installation of a new under-ground propane tank has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to �yE BRCS L � G VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.iyebrookny.gov TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE July 1,2024 Geolif LLC 48 Rock Ridge Drive Rye Brook,New York 10573 Re: 48 Rock Ridge Drive,Rye Brook,New York 10573 Parcel ID#: 135.28-1-17 Mechanical Permit#22-163 issued on 11/4/2022 for Fire Suppression Sprinkler System This certifies that the fire suppression sprinkler system,installed under the above captioned permit,has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to p I DD i',Ir BUILDING DEPARTMENT For office use onl PERMIT MAY 2 2 2024 VILLAGE OF RYE BROOK ISSUED: 938 KING STREET,RYE BROOK,NEW YORK 10573 DATE: y VILLAGE OF RYE BROOK (914)939-0668 FEE: g /p PAID, BUILDING DEPARTMENT www,ryebrook.org 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 #tit#t##i��#t//#i#t#####t####ti###4#44i4#4/t4i4t##i#i#i#i#iii#tttt#####4#t4ti44iitt####it##44t44}##4#tiititt#it######4iiit###i4#4# Address: `( d ^ �� 4�d�{e �Y I VC �y e ��oo b y l0 S 3 Occupancy/Use: f/ �I Parcel ID#: �35� c� — —� 7 Zone: —1 o Owner: t;e?.Dt fi t-L c- Address: I11ye, (Pt l ii- Flo'S ily 10( � P.E./R.A. or Contractor: CEID Lt rf LUC- Address: (U I Taw Rot S 0 1p(,O S Person in responsible charge: �,s- d(ifl fl j Koj 0bk1 -SAddress: ( of �t( AR Lae- . Auk R0(US - 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 Y��S RK, UNTY OF WEST�HFSTER as: �IMCft1\Ca,ep LL(, being duly sworn,deposes and says that he/she resides at (Print Name of Applicant) I (No.and Street) (� in��(b. e f�g I h S ,in the County of W e S{G S in the State of N I 'that (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professioml fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ for the construction or alteration of- S 1 Q '1 (J) Q c'1 e� eponent further states that he he has examined the approved plans of the structure/work herein referred to for whi a- Certifica o Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this 09 Sworn to before me this day of , 20-9�1 day , 20 C�, Signature of Property Owner ign ure of pis T4vme of Property Owner r ame of Applicant aL No-tarf Public Nb5yFFy IFc,State of New York SHARI MELILLO No.01ME6160063 Notary Public,State of New York Qualified in Westchester County No.OIME6160063 Commission Expires January 29,202� Qualified In Westchester County Commission Expires January 29,2V QyE BR(��• o`` tim 1982 BUILDING DEPARTMENT [BUILDING INSPECTOR !❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - I SPECTION REPORT - - - - - - - - - - - - - - - - - - - - i'. C-t ADDRESS : DATE. I l PERMIT# °��" O� � � ISSUED: 2 I ECT: � � BLOCK: LOT: LOCATION: O� �c o" ' \ \ ��" '` CCUPANCY: I�� ❑ Violation Note THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ` e� 1 �` PC ��- ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ( �\ E1 C � cc (w)q% ,cy- ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRC�� 1982. l7 rc BUILDING DEPARTMENT BUILDING INSPECTOR i❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street . Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :— DATE: I L J 22 mil - �, � LOCK:' I PERMIT#� ISSUED: 2 SECT: � _ LOT: LOCATION: {�► 1�. ' 1 l N '" OCCIJPANCY: ❑ Violation Noted THE WORK IS... Ll ASSED � FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION r ❑ Natural Gas `_� h, L i 2� '� �a' A� , �rY Q ❑ FUEL Gas ❑ FIRE SPRINKLER / ❑ FINAL PLUMBING ❑ CROSS CONNECTION Ej/FINAL ❑ OTHER �E BR(��. 04 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : Y-) Q ` ��'Q LATE: ( � 3 PERMIT# ISSUED: t `SECT: BLOCK: LOT: LOCATION: "�-Q I-� `� -C� �0 OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED FAILED 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 (Z Q 1 � �i �f CSC, ❑ FINAL PLUMBING ❑ CROSS CONNECTION `C CA n FINAL w 1 \ '❑ OTHER L jn\ C\ 1 �E BRC�k, Zm '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 - - - - - - - - - - - - - - - - - - - - INSPECTIONREPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :' y R R 1 � 1 V10 DATE: 00 L zY PERMIT# ISSUED: 1-//-L& SECT: IDS Z 8 BLOCK: / LOT: / 7 LOCATION: 1 Our L�oy� ,"A O OCCUPANCY: ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION `^" '�JLA� REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas a + I J "v) ❑ L.P. Gas ❑ FUEL TANK (� /� ) ❑ FIRE SPRINKLER F F� l Q/�,j r� ,/ Z /J C-k PG,),/ fI-IFINAL PLUMBING V(r ti > ❑ CROSS CONNECTION N F f, L �'`�S Z • 40,c I?lz k)1 JAB ❑ FINAL NFEb /� 5��\ �e � l LPG F�l FA&C t ❑ OTHER VA t Ve o'j wA It, . NrEn mc� ku of A ►2 o , 5, de �., 1Le O J 7?Ae-S / ^� /Yl' AG^J, L<-a 116, ,-+ No 2PU *- 4, G f QyE BRC�v� • �9�2 BUILDING DEPARTMENT ❑B LDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: DATE:'J Z L c)Z V PERMIT# I�1� ZZ' '�� ISSUED: �� ��-7 Z- SECT: , Z U BLOCK: LOT:6_ LOCATION: C) OCCUPANCY: ❑ Violation Noted THE WORK IS... BZASSED. ❑ FAILED /REINSPECTION ❑ SITE INSPECTION k��^-� REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas �.�� !� S� i�sPP l �• totes�.� 0J �O�ASC' �? ❑ L.P. Gas n 1 ` ❑ FUEL TANK 2[_ �C 2 �\��n. G` G Ot, }�1 SP G. [�FIRE SPRINKLER 1 C-j ❑ FINAL PLUMBING ❑ CROSS CONNECTION 11 r (3,,'FINAL ?r-v61G.l �(�e ❑ OTHER l..p c c 1 L C. L) T 2e Qv o-4 ��- N A. �yE 4Rcb"r O�` tim 04 FO 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR CrASSISTANT 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: t V 11 C � 1� ��.-L 1�I�. DATE: PERMIT# ?--P 2 Ci- 2— 1 y ISSUED: I- ' ZZ SECT:1-35-Z 3 BLOCK: LOT: 1 LOCATION: �Jv } S 1 `I- 2 ��_._ _ OCCUPANCY: ❑ Violation Noted THE WORK IS... B PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE [T FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas S ❑ L.P. Gas Len D� Gc"'u r') Rec', S ZA.6 �- ❑ FUEL TANK /❑ FIRE SPRINKLER S I C� s(,/�� N F� l/�� A 1 l44. ❑ FINAL PLUMBING -J ❑ CROSS CONNECTION ❑ FINAL OTHER �yE BRcbl O� Z� /�• 1982� BUILDING DEPARTMENT ❑$UILDING INSPECTOR El ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street - Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 1 !l OL[ r �( .� . -- 2\ e DATE: O - Z oll PERMIT# Ga 2,2 - Z I `'I ISSUED: 11"y-ZZ. SECT: J35-, Z u BLOCK:LOT: LOCATION: ` RAJ } ! C' �'1�,( OCCUPANCY:__1 ❑ ,te a Violation Noted THE WORK IS... � PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE j FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ` ❑ Natural Gas 1\ \ • ,,, ti Le a!t CJ t v I J ❑ FUEL TANK S�A(LiItiJC / �Ce� + ►Lc7^� �20�Pr` c- "��'.• ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ 0 CROSS CONNECTION 1 v + 1' �\ �-� G `�� J ❑ FINAL ❑ OTHER D ,ALL tjkLl 's , BRCuk Village of Rye Brook ° tim Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 1982 (914)939-0753 Fax(914)939-0242 INSPECTION REPORT Address: Date: Name: ' /� i Location: Permit#: Phone: Email: Work being Inspected: Work Inspected is: -Accepted" Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water ass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk -amass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: _ 16-0 � 4 �G /,y _7/ "icy 2� Diagram: Signature �yE BRC�k. �7 1982• BUILDING DEPARTMENT BUILDING INSPECTOR �❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street . Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - -- - - - - - - -- - - - - ADDRESS : b��r7 Vo\ DATE: PERMIT# ISSUED: ,`�Z�� SECT: BLOCK: LOT: LOCATION: ��Q 1 \ OCCUPANCY: `•u ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL [ - OTHER / �yE BRC�k. cu � 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.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : � �\ V � DATE. PERMIT# ISSUED: SECT: LOCK: LOT: 0 � LOCATION: O � 1 K OCCUPANCY: ^�! ❑ Violation Noted THE WORK IS... P/ PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: a—'ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas r► n 2 ❑ L.P.Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BR�k, 19812 cu � l7 BUILDING DEPARTMENT Q 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."ebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS • (" ' U t` CA-DATE: SECT:PERMIT# `U�\/ I ISSUED: 1 ��LOCK: LOT': 1 LOCATION: OCCUPANCY: ❑ Violation Noted THE WORK IS... 'YASSED ❑ FAILED /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[3RC��, 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 : V�1�1_ V DATE: PERMIT# r? ISSUED: e� `� �ECT: BLOCK: LOT: LOCATION: ` �C� r��� V OCCUPANCY: ❑ Violation Noted THE WORK IS... -u PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING INSULATION ❑ Natural Gas L.P. Gas 1 1 ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�k, O� 2� Q • �9r�2 BUILDING DEPARTMENT p'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 - - - - - - - - - - - - - - - - - - - - IN PECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: (A �� (�ocV- I � �' LATE: !�A-�blcz? PERMIT# l \ ISSUED: fECT? BLOCK: LOT: LOCATION: 4, OCCUPANCY: ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ■ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�� Q,,/�. .FO,c BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE. PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: I OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED ❑ FAILED 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 BR O - �O BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street• Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : (4x� R\ DATE: ( �, PERMIT# ISSUED: 'SECT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION fitS �C 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 �V ❑ CROSS CONNECTION t ❑ FINALS=f"1 ❑ OTHER �.J QyE BRC�k. 1932 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 : � DATE. PERMIT# 94ISSUED: SECT: BLOCK: LOT: LOCATION: - OCCUPANCY: '= ❑ Violation Noted HE WORK IS... d`/PASSED ��❑ FAILED REINSPECTION ❑ SITE INSPECTION (,j\0i 1 c r REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE' ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION �- Natural Gas -V ~\ f❑ L.P. Gas - - ❑ FUEL TANK ❑ FIRE SPRINKLER C ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BR(,U�. O tim 1982 �7 BUILDING DEPARTMENT UILDING INSPECTOR �//1111❑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. Cal 7-31 PERMIT# r ISSUED: }6 ` CT: ��BLOCK: ! LOT: LOCATION: �`��''' '6� ) , OCCUPANCY: \� ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED 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 s r`FIRE SPRINKLER /❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BRC�k• O ym F, 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 - - - - - - - - - - -- - - - - - - - - KC�L } � 2 ADDRESS : DATE: 02'3 PERMIT# �) ? " ` `� ISSUED: ( FECT:-) ,3,*), . 4 BLOCK: LOT: ` v f Vim_ Zf1 LOCATION: OCCUPANCY: �- ❑ Violation Noted THE WORK IS... ZPASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION \ / REQUIRED J FOOTING ���L0 1'' � A- ❑ 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 BUILDING DEPARTMENT SPECTOR VILLAGE OF RYE BROOK E ENGINEER 938 KING STREET RYE BROOK,NY 10573 SISTANT BUILDING INSPECTOR (914) 939-0668 FAx(914) 939-5801 - - - - - - - - - - - ------- - - - INSPECTION REPORT - --- - - - - - - -- -- - - - - - -- 62-3 ADDRESS: DATE: ` �Z L PERMIT# \ � 2 11SiUED: 1ZZ SECT: BLOCK: LOT: LOCATION: OCCUPANCY: � LV 0 VIOLATION NOTED THE WORK IS... J ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION _t " REQUIRED TI 0 FOONG - 1- ? l "I- 1��' '���y� (-�)q O-- 4 ❑ FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAmNG ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK 0 FIRE SPRINKLER 0 FINAL PLUMBING 0 FINAL ❑ OTHER �E BRC�jk. w � 1932 BUILDING DEPARTMENT BUILDING INSPECTOR �/❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.or� - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - -- ADDRESS : \ 1� l `� DATE: PERMIT# ISSUED: SECT: LOCK: LOT: LOCATION: Ajt \ ( \ OCCUPANCY: 1 ❑ VIOLATION NOTED THE WORK IS.../ CCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING P' FOOTING DRAINAGE S, P-0 7 Cc rsl'1 ❑ ,FOUNDATION F7' UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING 7 ❑ CROSS CONNECTION ��` `��� `f•� ��G ❑ FINAL ❑ OTHER �yE BRnv4N 1932 BUILDING DEPARTMENT BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : I . "ATE: PERMIT#ll V 21 \` ISSUED: 1� io iECT: �� �, BLOCK: � LOT: LOCATION: OCCUPANCY: -7 1 fJ ❑ 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 V e- CJ�l ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER �] FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER : N N « � � N p,F v � ■ N " = a x '� • o �, Noy H u �I cn G .0 N O Z � � i-i I�f � z z i7 a 00 °' Q � z � � b x a as Wo M A V Z O�Tgu A ° 7 0 v (� CL .�. 1 - ■ : ■, SN oo W °" " ,�, r3 0 o e Cc/? PQ F+y a C A w w ° v no x z Go rg N w O 11 A Ei O z ow o y U Cfa a08-w W ° ?4 Q-,� � � < aaa W 3GN A z O G7 >0h °' vo wam � LLWZ d0 z a w w o � .y � Q o a z ° � ... � W z x Ra Q -1 OL a s BUI ;ET R 'MENT L,C 1� � V E VILOF RYE`` OK - � 938 KING RYE BR ,NY 10573 �PR 2 ZQ22 o r VILLAGE OF R`fE F3ROOK 81JIL0I,\1G DI:PARTMENT FOR OFFICE USE ONLY: \\ j Approval Date: OCT 2 0 a [Z PermittK*�d—C)/ Application Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: zillSAo ?' BOT Approval Date: Case# Chairman: PB Approval Date: Secretary: ZBA Approval Date: Case# Other: Application Fee Permit Feel. 17-1 `iz(o . (i L EXTERIOR BUILDING PERMIT APPLICATION Application dated: 4/20/2022 is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. I. JobAddress: 48 Rock Ridge Drive 2. Parcel ID#: 135,28-1-17 Zone: R-10 3. Proposed Improvement(Describe in detail): Construction of new 2-story frame house with attached 2 car garage and a swimming pool at rear of house 4. Property Owner: Gesthimani Kouloukis Address: 1 Nikki Dr.White Plains NY 10605 Phone# 914-761-3907 Cell# e-mail gesthimania@aol.com List All Other Properties Owned in Rye Brook: Applicant: same as owner Address: Phone# Cell# e-mail Architect: Eliot Senor, P.E., L.S. Gabriel E. Senor, P.G. Address: 90 North Central Ave., Hartsdale NY 10530 Phone# 914-422-0070 Cell# 914-391-5708 e-mail info@gesenor com Engineer: Eliot Senor, P.E., L.S. Gabriel E. Senor, P.C. Address: 90 North Central Ave., Hartsdale NY 10530 Phone# 914-122-0070 Cell# 914-391-5708 e-mail info@gesenor.com General Contractor: &:7 L )C 4e� Address: 1-1✓e QAN /Q&OS Phone#/O 7(gy p--a&/` /�7/6 10 Cell# e-mail j .OS � a joq/I no .5 w -7i 9 y3 �744 4 8/12/2021 5. Occupancy;(I-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1-Fam Post-construction: 1-Fam 6. Area of lot: Square feet: 12,751 Acres: 0.29 7. Dimensions from proposed building or structure to lot lines: front yard: 32 feet 9 inches rear yard: 47 feet 9 inches right side yard: 22 feet 2 inches left side yard: 22 feet 4 inches other: 8. If building is located on a corner lot,which street does it front on: n/a 9. Area of proposed building in square feet: Basement: 1965 1'M 1568 2°d fl: 1391 31d fl: n/a 10. Total Square Footage of the proposed new construction: 2959 11. For additions,total square footage added: Basement: I"fl: 2°d fl: 3,d fl: 12. Total Square Footage of the proposed renovation to the existing structure: 13. N.Y. State Construction Classification: 1V N.Y. State Use Classification: 1 Family 14. Number of stories: 2 Overall Height: 30 feet Median Height: 15. Basement to be full,or partial: full finished or unfinished: finished 16. What material is the exterior finish: stone veneer,stucco 17. Roof style;peaked,hip,mansard,shed,etc: hip /shed Roofing material: aluminum 18. What system of heating: forced air electric heat pumps 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: X No: (f yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq. ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: X No: Area: 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: X No: (if yes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: X (f yes,you must submit a Site Plan Application, &provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: X No: (tf yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: X No: (f yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: X No: (if yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: X Indicate: TIER 1: TIER 11: TIER III: (if yes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: n/a 9 29. What is the total estimated cost of construction: $ 965,0 c?c to a estimated cost shall include all site improvements, labor,material,sca ing,fixed equipment,prqfeisionalfees,including any material and labor which maybe donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the C/O. 30. Estimated date of completion: March 2023 (2) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYL BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 48 Rock Ridge Dr. Section: 135.28 Block: 1 Lot: 17 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law_3-88 YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% x R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-21F 5,000 30%© 5% 3.5% Existing: Proposed: 1.AREA OF LOT 12,751 Sq. Ft. 12,751 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) Sq. Ft. 1965 Sq. Ft. b. Area of 1s'Floor Divided By Area of Lot x 100 % 15.4 % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) Sq. Ft. 0 Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % 0 % 4. AREA OF DECK Sq, Ft. 446 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 % 3•5 % I attest to the est of my knowledge and belief,the above information is correct. chitect's Signature (3) 9/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 48 Rock Ridge Drive Section: 135.28 Block: 1 Lot: 17 zone: R-10 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards,sports courts, swimming pools,patios,sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 &larger 11,260 22 R-7 40 R-5 30 R2-F 30 *"Base Lot Area"is the minimum end of the lot size range in the"Lot Area"column Area of lot: 12,751 S .ft. Existing Allowed Proposed Total impervious coverage = S .ft. 4715 S . ft. 3047 S .ft. Front impervious coverage = % 45 % 44 % I attest to the best of my knowledge and belief,the above information is correct. �— chitect's Signature (4) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 48 Rock Ridge Dr. Section: 135.28 Block: 1 Lot: 17 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = 2964 Sq. Feet b. Existing = 0 Sq. Feet c. Proposed = 2959 Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area,shall be permitted to extend. Height and Setback shall be calculated using the formula; Heiciht I Setback=X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EX/S77NO PROPOSED REOU/RED FRONT: FRONT: FRONT: .44 R-35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R-20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 R-1S SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 IP-fZ SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: .80 FRONT: .80 R-10 SIDE: SIDE: 2.40 SIDE: 2.40 FRONT: FRONT: FRONT: .96 /it-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 /T5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R2F SIDE: SIDE: SIDE: 4.00 1 atte� t `b 9t of my knowledge and belief, the above information is correct. rchitect's Signature (5) 8/12/2021 $UILD M ENT �� �� V7 k� 'VIL OF RY OOK ( APR 2 1 2022 938 KING ET RvE BR ,NY 10573 d 4 -0 VILLAGE YE R(E BROOK Bf)ILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §2I6 * STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: Gesthimani Kouloukis , residing at, 1 Nikki Dr.,White Plains NY 10605 (Print name) (Address where you live) being duly sworn, deposes and states that(s)he is the applicant above named, and further states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 48 Rock Ridge Drive , Rye Brook,NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. i of gAam ' 40 44 (Signature of Property Owner(s)) UPs-��ryi mani �ov�orJ�C.cs (Print Name oif Property Owner(s)) Sworn to before me this_ / DONALD GOLDSMITH Notary Public, State of New York day of , , 20 No. 01 G05021034 Qualified in Westchester County , (� Comrnission Expires Dec. 6, 20- ('Notary Public) (6) 8!t 2/2021 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 procesi = Notice of Utilization of Truss Type, Pre-Engineered ood,LAPR2 2022 or Timber Frame Construction. (Title 19 Part 1264& 1265 N CIiIAGE OF RYE BROOK BUILDING DEPARTMENT To:The Building Inspector of the Village of Rye Brook. Y �� From: Eliot Senor, P.E., L.S.Gabriel E. Senor, P.C. Subject property: 48 Rock Ridge Dr. - —— SBL: 135.28-1-17 Zone: R-10 Please take notice that the subject; X One or Two Family;❑Commercial, dt New Structure ❑Addition to an Existing Structure ❑Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑ Truss Type Construction(TT) fys,,Pre-Engineered Wood Construction(PW) ra Timber Construction(TC) in the following location(s); ❑Floor Framing,including Girders&Beams(F) ❑Roof Framing(R) 1s:1 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. Sworn to be re me this Sworn to b ire maths day of AV, 20 da ,20� Signature of Property Owner s�tgnalur Design T al Ue5;r#/R*y IIG01/L at4as Ito t- Se__>i Cyr- Print Name of Pr erty a Print f Design Professional 4. Notary Pub tc Notary P is DONALD GOLDSMITH Notary Public, State of New York joss-PN ARCHINA No. 01G05021034 Notary r-ublic, State of New York Qualified in Westchester County (�> No. 01 ARrn34577 Cornmission Expires Dec. 6, 20.�� Qualified in r`: County Exp. Date + �L-A 1 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also 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 WESTCHESTER ) as: Gesthimani Kouloukis ,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 owner 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. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this Sworn to before me this day of c ( , 20 1.( day of , 20 1701JJ0pwf Signature of Property Owner Signature of Applicant _ GE5T4 f IA90 J<0ULoUkcis Print Name of Property Owner Print Name of Applicant Notary Pub is Notary Public DONALD GOLDSMITH Notary Public, State of New York No, 01 G05021034 Qualified in Westchester County t,cmmission Expires Dec, 6, 20�2 (8) a/t 2/202 t + s O O C o o w o u W M M m O O r" Ln en CA Ln fil rT QG 000 i ►�" .a O � w ? � a V' Q z � Z 1.0 w ,04 F V c� A a w = w 1-11 01-/0 (� w a -Tr � z QO � Q w a r.r s ai ..H p w O Z o z d N V q O c7 A � CA F"r 4z z w o 00 A 4` vzt z ` a B R D E �5 ��'� BUILENT MAR - 9 2023 jD VIL OK 938 KIN NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT or or ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: ' EP#: Approval Date: 01 1 3 Permit Fee: S � Approval Signature: Other: ydocument, Application dated, � is hereby made ting Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment,wres, or to perform other high or low voltage electrical work as per the detailed statement described below. By signing thi the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: 4S KOGIG Uae- IlltVe. RUe- B(9pL4,ILDR3SBL:13s. 2 g- 1-14- Zone: 4-10 2.Property Owner: &M L I--C Address: 1 �l �l Y T(jA"4__I�RI(h S" H o6a( Phone#: Go -274 46 Cell#: 6`1 ^ 6 email: Q2S51 e Q e0 tk c .LQ!1 1 e tr 3.Master EltEian/isn Zd 1 taller: r Y, - PC h c Address: �j0X 2;q3 Lic.#: (o ll Phone#: Cell#:3V7-761 j S i 7 email: 1\ i A Z T2 &V Act--co j''� Company Name: R y-K �;I�eT C��P Address: 0 6 13 W_3 /� Ay /0,Jy0 1' 4.Proposed Electrical Work/Fixture Count: 46 �,ttz S10 I e c (O Di &S S• Slrmak ' A 14r P1 R0 ,r 1� vJas ►-. 1 v 0o w a ;r 5.31 Party Electrical Inspection Agency: r,S_TATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: C]PSTt►tlmnn; Kot)�ot��CS being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individuals mg as theyapp t) state that(s)he is the I VP V�� ' ►A'7_ for the legal owner and is duly authorized to make and file this application. (Master Ele trician/Licensed Installer) 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 be re me this Sworn to before me, is day of ,20 of_V` lk-rCV,20 u Signature of Property Owner ature of A plicant Print Name ope er Name of Applican Notary Public DONALD GOLDSMITH No Publi(SHARl MEULLO Notary Public, State of New York Notary public,state of New York No. 01 GO5021034 No.011VIE6160063 Qualified in Westchester County f)ua11f1ed In Westchester county, ('orn(il >>o,, Lxpires Dec. 6, 20� �� mission Expires January 29,2� 023 STATEWIDE • 1:1 Main Street,Fishkill, NY 12524 1 email:office@swisny.com SWI*S JOB APPLICATION ;. 1 • I fax 914.219.1062 • Office Use Elect. Permit# /J \ Date Bldg Permit# Utility ID# n Final Certificate# City/Village K I Op zip ,05 V1 Township County Address[f[/ (i vc l�� ` ACV I) RJ6 TY Cross Stret V Section Block Lot Owner Name/Address different than a Contact Number r�� �► ot,t�� 9►y 3 7� o Basement Ef 1 st Fl. nd Fl. 3rd Fl. ❑More Than 3 Fl. Garage ❑Attic ❑Outside Residential ❑Commercial Rece t I Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact t1h Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Flupresnt SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground New ❑Reconnect �� / Q'6verhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information o 01 NL- w AJ P}- MAR - 9 2023 VILLAGE OF RYE BROOK BUILDING DEPt Fe ENT 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,N at any time of Inspection additional Rams have been installed,you art 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 a other any Inspection company.The applicant,owntr or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name Y L 4 G ) C p L Date d -2j Signature Address O D J 3 City/State '/� Zip Code / S� License# I l Phone# - jD State Wide Inspection Services 1080 Main Street [MAY 2 2 2024 Fishkill, NY 12524 livel 1 -- 845 202-7224 Phone VILLAGE OF RYE BROOK 914-219-1062 Fax U 5 STATE WIDE INSPECT ION 4FRVi(IZ ' BUILDING_ . DEPARTMENT Email: office@swisny.com Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: R.R.K Electrical Inc. GEOLIF LLC Ralph Diaz 1 Nikki Drive PO Box 893 White Plains, NY 10605 Brewster, NY 10509 Located at:48 Rock Ridge Drive, Rye Brook, NY 10573 Section: Block: Lot: l Electrical Permit Number: EP-23-060 135.28 1 17 Certificate Number: 2023-5868 Building Permit Number: BP#22-214 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: 48 Rock Ridge Drive, 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 28th day of August 2023. Name Quantity Rating Circuit Type Receptacles 46 Switches 22 Dimmers 05 Smoke Detectors 05 Range 01 Oven 01 Dishwasher 01 Refrigerator 01 Disposal 01 Microwave 01 Luminaires 62 Pool Hot Water Heater 01 y - Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated,This certificate is valid for work performed on the date of inspection only. 0 00\ C V u u ' CA Ln p W v Z QG a co W z r W � z w A HZ O � yz Z o Z 0 M z W "CZ j 00 q w a< cN o 0.4 w a ad o16 $ wo � O wa d 00 v Ns w z a, 6n � o A yE aRnv� BUIL E MENT APR 13 2023 VIL E OF RYE OK 938 KIN ET RYE B ,NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT � .or ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: L 2 Ell #: Approval Date: A P n I Permit Fee: $ Approval Signature: Other: **************************************** ********************************************************* Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures, or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: Y 00 R o-191-- J f f- 1941/)V'-- SBL: 135 / c)S- /—/ 7 Zone:—/O 2.Property Owner: Address: 5 ct 0-4— Phone#:��&—4d— 7/ Cell#: email: 3.Master Electrician/Licensed Installer: 610--K— 4,' vim/ Address: 3 7 C4Qo-?bAr A---*— Lic.#: j o Phone#: JQ—-j Z 3-/-tfj-f CeII#: ( 0 6—YfIft email: 'OWL"-Cap- Company Name: Aa6-t I'L C— Address: 4.Proposed Electrical Work/Fixture Count: 5.31 Party Electrical Inspection Agency: STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ,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 for the legal owner and is duly authorized to make and file this application. (Master Electrician/Licensed Installer) 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 Swo AbfoLre�me thisday of 20 da -of ,20 Signature of Property Owner nature of Applicant T-5- &o0oZlrGc,P J Print Name of Property Owner P M2�& e of Applicant Notary Public Nota ubl' GREGORY K RIVERA No"Public,State of New York No.01 RI6441398 Qualified In Westchester County �3/3/ 023 Comftsion Expires September 26,Y • STATEWIDE INSPECTION 1:1 Main Street,Fishkill, NY 12524 1 eirnoil:• • SWIS JOB APPLICATION ,. 1 914.219.1062 • • • Office Use Elect.Permit# Date Bldg Permit# Utility ID# Final Certificate# City/Village Zip Township County Address 1, Cross Street Section Block Lot Owner Name/Address(If different than above) Contact Number ❑Basement ❑ 1 st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑underground [:]New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information i p [cFE��YE DDI' APR 13 2023 VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be Inspected,if at any time of inspection additional items have been 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 arty other Inspection comparry.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 Date Signature Address City/State Zip Code License# Phone# R ECE �� State Wide Inspection Services CAI) 1080 Main Street Fishkill, NY 12524 S%Vuji JUN 14 2024 845 202-7224 Phone 914-219-1062 Fax STATE WIDE INSPECTION SERVICES VILLAGE OF RYE BROOK Email: office(c>swisny.com Service With Integrity BUILDING DEPARTMENT Website: www.swisny.com BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Manny's Lighting and Electric GEOLIF LLC Jose M. Rodrigues 48 Rock Ridge Drive 57 Croton Avenue Rye Brook, NY 10573 Ossining, NY 10562 Located at: 48 Rock Ridge Drive, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 23-091 135.28 17 Certificate Number: 2023-2994 Building Permit Number: BP 22-214 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: 48 Rock Ridge Drive, Rye Brook, NY 10573 The Exterior was inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 11t' day of June 2024. Name Quantity Rating Circuit Type Pool Pump 01 Pool Heater 01 Pool Lights 03 Water Lever 01 Pool Computer 01 Pool Cover 01 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 tivork performed on the date of inspection only. i a Ln N O N p� ' N O r on .. eq a �. cn a •� J c �..,i � p a � � O � 11 •� � s 00 H z W a x n er O CD .,o O 0-4 L C4 z w w ° 1 i � � woo �,,, w w ►° O �' ^ � � V i C) Ln z � :j ►.., x '� O Z • wzzA � W ►..i .� N C4 , A O a H V c C FO00 „W 0o z � w z 8 0CA H Ln00 �'+ Q w J w G Dkk > L�-�V� l E ME BUILDING�E��RTMENT D VILLAGE OF RYE BROOK 938 KING STXEET RYE BWoK,NY 10573 JAN 10 2023 (914) -ft6-g VILLAGE OF RYE BROOK PLUMB#NG PERMIT APPLICATION BUILDING DEPARTMENT FOR OFFICE USE ONLY BP#: p - PP#: 'D3-- GO'S' Approval Date: rmit Fee: $ U3e Approval Signature: ther: Disapproved: (fees are non-refundable) Application dated, v� J 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 saidplumbing work will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: 7 �e SBL: 1.36i 3 W"/-/ 7 Zone://C-I O 2.Proposed Work: l 0 LAf✓i I�e �i��-� �i 3.Property Owner: e� (_((1 _L �6,C Ai l Myj i K�Address(I N i lu cLl l��^e (I)IV PIQ'(h S -'" 1 Phone#: 4/'4- ' / (C �D I'.39v� Cell#: GU(� 26(- � ( (7C� email: Ot�.s$I E � � �PM A.e.a 4.Master Plumber:�/.f rrt�0AI-f , ;?f!`,/� Address: Lic. #:�'—Phone#. /// Cell#:Q,(<'izll�la email: '4c Company Name: joG f'ei`//i, � Address: INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domcstic Fire Sanitary Natural' Oih;.; Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas 11) Basement I st Floor 2nd Floor L j Z 3'd Floor ' 41h Floor 51 Floor Exterior 5."L;::i i' l:,:r T?,qu',1:n,,,aLT1ruvide Details: 6A - R� '•t;' 6n, - �; L•igrrlat-i3rag RgT3 rP_tj Newt 2 Pages) -1- 8/12/2021 KIBUILD MENT n (E VIL OF R OOK D V� V LS 938 KING ET RYE BR NY 10573 4 4 -0 J A N 10 2023 _. VILLAGE OF RYE BROOK **AW1I*Wk49 VENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK,CO UNTY OF WESTCHESTER ) as: � ) �/ ����SYVI11'11 Gt/1 I S ,residing at, ,� I y I�I L� 1 01al C ��4'I✓1 S—n' 1 (Print name) (eddies,",here you live) being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 82V'Q Rye Brook,NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer,and further that there are no roof drains, sump pumps,or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Signature of Property Ownerts)) (Print Name of Property Owner(s)) Sworn to before me this day of 1104w6x , 20 o/—A (Notary Public) DONALD GOLDSMITH Notary Public, State of New York No. 01 G05021034 ,�C Qualified in Westchester Dec.county ,20�1 Commission Expires 8/12/2021 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 4k' ,being duly swom,deposes and states that he/she is the applicant above named, (prin(name f individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. it Swom to before me this Sworn to before me this day of LY;L- ,20 _ day of 44% 20 lxja;7� 4 AM�l Signature of Property Owner Signature of Applicant Ca5l l m Owl l �J) C)L)L -s 'd o C' Print Name of Property Owner Pnnt game of plicant ,S)eik, (Z� DONALD GOLDSMITH Nota blic Notary Public, State of New York NrNOTA ic BEEN A SALVATI No. 01G05021034 RY':L;PLIC,STATE OF NEW FORK Qualified in Westchester County C,oa' mission Expires Dec.6,20.E Quu,ifie.;in Wt� tcr,ester Ci list This application must be properly completed in its entirety and must in �ffl bApi i�l ' �� Z the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. DOREEN A SALVATI NOTA LV pti"i,TC.STATE OF NEW YORK kulista to No.01SA61.992.1 7 Qualified it Westchester County My Commission Expires: -2- 8i12i2021 Ln N eq O < W R� N cn x g ►—, cs z w v x U U B � � ►� w 0-4Lgi ao z z a W ao j—r cn en O zoto p� z 0 00 z w s J T a oC4 A � w V z ,�o,o V r T, W O V W W .r' �'�'+ O U 7 z V oo w >. s C7 enH '—' .,.., tx t- °O d O 00 v gm Z � w � V a 0 i a• N N � U W F $ui O oo o o V $ x , z w z gy o H •• w �I a a w x � BUIL �70 PPr RtTMENT NOV 13 2023 VIL ' E OF RYE BQOK 938 KIN r, ET RYE B ,NY 10573 or PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: —c�l'� PP#: Approval Date: gv 1 4 2023 Permit Fee: $ Approval Signature: Other: Disapproved: ki (fees are non-refundable) ************************************************************************************************** Application dated,f 3 c='>3 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 workwill be in conformance with all applicable Federal, State, County and Local Codes. 1.Address: % AOGL R1 Cq�t. J I_. &P /lUi IC-7M l0'SSBL. C? S. �O'/—14" Zone: e-10 T 2.Proposed Work: Z2 - .�i /'V i 3.Property Owner: e0I i L« Address: ' 1�- ICM,t 1"IQI L4; Phone#: Cell#: gG_Z6(__4A !o email: qe SS( e / I I[ .Ep~+, 4.Master Plumber: A Add Lic.#: Phone#: Cell#: �q ��email: r, 41 Company Name: ,,a�✓� 0/t Address: `i11 t G� ✓lit�• INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: �5 Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 st Floor 2nd Floor 3`d Floor 41 Floor 5'Floor Exterior 5.* List Other Equipment/Provide Details: Y j /vj (Notarized Signatures Required Next 2 Pages) 3/3/2023 STATE OF NEE�W� YORK//,COUNTY OF WESTCHESTER ) as: "•v 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 Master Plumber for the legal owner and is duly authorized to make and file this application. 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 tn before me this Sworn to before me this day of 20� day of L 20 l;e-4�1� Signature of Property Owner SignaVdre of Applicant ' 2 al/,� Print Nam roperty Print Name of Applicant N Public o b is Lynda D e^ ry e n z^i is 3 USAN C.FULLER Notary Public-Connecticut ary Public,State of New York My Commission Expires No.4896102 November 3 0,2 0 2 n Qualified in Westchester County > i operly completed in its entirety and muMA 4 W4-S) of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. � C N } :3 C W Z U O0 � ooz iv U ,C �j •- i1 Z IU tz .0 .o cn ti .a 2 E 3/3/2023 of Z2 0 U BUILDNO,.D> R�MENT VILlJ E OF RY OOK ,J NOV 13 2023 938 KING ET RYE BR ,NY 10573 4) -06��� w.ry ro k:or AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 - STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: i'i'11 1,, �, _ 6e-Afft4l �J)010J��, residing at, � 1 & W��. PIQ Iy-S (Print name) I (Address where you life) being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 9, joe, , — �J�?J , Rye Brook, NY. (! b Addr ss) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. �v A/m, / (Signature of Property Owner(s)) (T6641 r M CM i nfl�loyK-�- s (Print Name of Property Owner(s)) Sworn to before me this Lxr// day of 0 (Notary FuU tc DONALD GOLDSMITH Notary Public, State of New York No. 01 G05021034 Qualified in Westchager County Commission E.,pires Dec. 6, ?0 an 2/202 t s' _ N f eq a E-� a G �r � � N ca p 8 � �• � o � E- - � z O z00 .. 2 w00 00004 v w ►-� �' � ? ° fib W 14 v� 8 00 Z c h c c E Z c Z wW o w H ° o ' � " u w F as z � ? � � u - M � o Mom+ M �. W :� w ,S 1�1CN V A C� N ' z7 V W a N x E ,, - I v yc �3v A c - p cn �j Z � •~ Q O W "i 0 F 8 M �/ < C L y M OEM o C' yy.. A C7 a v> > a u o E- A pY � 2ry a i i f D L CFE-, DWL BUIL � MENT VI E OF RY.L' OOK EOC 2 8 2022 938 KING ET,RYE_Bit NV 10573 (914)9 39-5801 VILLAGE OF RYE BROOK Bt_IIL.DING nEPAPTNTNT LICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR FICE USE ONLY: /_ Q App Date: NOV — 1 2 : ��— vY MP#: Qc)—/&3 �,/Application Fee:s b Appravi Signature: Permit Fees:S Disc p ed: Other: VD Appl"` dated:1 O•. 1• W Z 2�' is hereby made to the Building Inspector of the Village of Rye Brook NY for the issuance of a Permit to install a Fire Supp i in System as per detailed ffsttatement described below. ? lob Address: t Pf 1.6•t- Parcel I.D.: ?Zone: Proposed System(Describe system in detail including suppression agent): 6C Number&Types of Fire Sprinkler Heads: '-1 C Q Y State Construction Classification: N.Y.State Use Classification: ost of Installation:S Cost shall include all labor,materials,fixed equipment,professional fees,and materials and labor which may be be donated grans.) p n roperty Owner: C,-EO 1.E L L , Address: 1 M I k- -t DY1�`'I-' LUh Tt ,.Jrt hone#9113 7/0 ?(� /(y Cell# email: pphcant: !/ IS—& 4j.e fixi k—.J�vG• Address:37S a irs y Ihone#�� 3h S7-Z 3 Cell# email: ..•c.� rchitect/Engineer: Address: hone# Cell# n email: enerai Contractor: �p 1q S� aL--e, JW Address: 7S- &W �•� �'►'� Y la1Z3 hone# Cell#_?f Y q 6 5.3 6J7 email: v ,e r—� Gr•.., l 3R1l19 This application must be properly completed ;n its entirety and must include the notarized sib ture(s) of the legal owner(s) of the subject property, and the applicant of record in the spaims 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 F N W YORY,COUNTY OF WESTC JESTER ) as: o t,�t g duly sworn,deposes and states that he/she is the applicant above named, (print of individual signing as the applicant) anb er states t (s he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. architect,itontracto,7 agcm attorney.etc.) That lal tatements con coed herein are true to the best of his/her knowledge and belief, and that any work performed,or use condic t i at the above captioned property will be in conformance with the details as set forth and contained in this application and in anj i c ompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention &Bt l 1, ig Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Swo ' before me this Sworn to before me this <� day o , 20 °� day of OG1 obe r , 20 �a V�400'w Signs Property Owner ll ll- Signs a of Applicant f�imp f 0 v�l-S �'Chf c l5 �Or � Print n f Property Owner Print Nam f Applicant N PU Notary Public GREGORY M.RIVERA DS Q-taq Public,State of New York SERAic F EDe of New York No.OIRIS441358 Notary NO!OIED6434559 Qualified In Westchester County Qualifled in Westchester County C mmissicn Expires September 26,10:� My Commission Expires Jun 6,2026 i 2 3/21/19 "'estdiester Cotulty SEP 2 2 2023 VILLAGE OF RYE BROOK George Latimer BUILDING DEPARTMENT County Executive Department of Health Ur �hrliui Ae.;lw. ALI1. AI Comm .1 September 19, 2023 Gabriel E. Senor, P.C. 90 N Central Park Avenue Hartsdale, NY 10530 Attn: Eliot Senor, P.E RE: Log #: 13973-22-DCV/RPZ Application for Backflow Prevention Device 48 Rock Ridge Drive Rye Brook, NY 10573 Dear Mr. Senor: 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-BFlowCcDwestchestergov.com . Respectfully, D4oyyylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT: DR:md cc: Gesthimani Koulouris, President, Geolif LLC Frank McGlynn, Veolia Water New York Steven Fews, Building Inspector, Rye Brook (V)File 1.`-'J((��)) �S RECYCLE Depurunrnr ,,f H";ilth M(mw �). A'l 1n319 T'-IL•phImr: (91 D �1 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. 13973-22-DCWRPZ Facility: City, Village, Town: County: 48 Rock Ridge Drive Rye Brooke V Westchester Owner's Mailing Address: Geolif LLC Gesthimani Koulouris 1 Nikki Drive White Plains, NY 10605 Physical Location of Backflow Prevention Device(s): Basement-Utility Room Description of Device(s): One (1)-1" Watts LF009M2QT RPZ-Lead Free domestic service line and One 1 -1" Watts LF007M1QT DCV-Lead Free Fire service line Water Supplier: Veolia Water New York Name Designated Representative: Frank McGlynn Zip: 10994 Mailing Address: 162 Old Mill Road, West Nyack, NY Conditions of Approval: A. THAT the device(s) shall be installed within 90 days, and that within 45 days of installation the attached New York State Department of Health Form DOH-1013 shall be completed and returned to the water supplier and the Westchester County Department of Health. B. THAT a certified backflow prevention device tester test the above backflow prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s)shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed and registered in the State of New York. F. THAT the approved device(s) shall be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: 095 DATE: September 19, 2023 Delroy Taylor, P.E. Assistant Commissioner D - IECLl ll �'l �� DD I NEW YORK STATE DEPARTMENT OF HEALT FOR 1 0 2024 Bureau of Public Water Supply Protection Report on Test and Maintenance 10 Empire State Plaza-Corning Tower Room 1 Albany,NY 12237 f - --- -- -- of Backflow Prevention Device ILLAGE OF RYE BROOK t ----'�... For the year 2024 Please use a separate form for each device. EXI — Initial test- Complete entire form 0 Annual test-Complete Part A only RPub!lic!Walerupply Account No. County Block Lot Ya i Westchester Location of Device Facility Name ��e�t i032e), KOC4 (ou kl S Mechanical Room Address 48 Rock Ridge Drive, Rye Brook, NY 10573 Street Clty Zip Device Manufacturer Type 0 RPZ Model Size(in inches) Serial Number Information Watts ® DCv 007M1QT 1" 187516 Check Valve No.1 Check Valve No.2 Differential Pressure Relief Line Pressure 1 1 ri psi Valve Test Leaked Leaked ® Opened at psid Date before Closed tight ® Closed tight 0 74 Fo-F61 2 4 repair Pressure drop across first check valve M D Y 2.4 psid 2.0 Describe Repaired by repairs and Name materials used Lic# Date repaired: m m M D Y m m m Final test Closed tight Closed tight Opened at psid Date Pressure drop across first M D Y check valve psid Water Meter Number Meter Reading Type of Service (check one) N/A N/A 9 Domestic Fire 9 Other Remarks(Describe deficiencies:bypasses,outlets before the device,connections between the device and point of entry,missing or inadequate airgaps,etc.) Certification:This device Z meets, 11 does NOT meet,the requirements of an acceptable containment device at the time of testing I hereb certify the foregoing data to be correct. _— Joseph 6iaz 13369 01 , 31 , 2026 Print Name Certified Tester No Sign re Expiration Date Propert ers(or owners agent)certification that lest was performed Ow111.P (&W')24 G 16 L Pn a Title Signature Telephone Certification that installation is In accordance with the approved plans (To be completed by the design engineer or architect or water supplier.) I hereby certify that this installation is in accordance with the approved plans. Name Title Date NYS DOH Log# License Number Phone( ) m d y Representing Describe minor installation changes Address City State Zip Signature NOTE Send one completed copy to the designated health department representative and one copy to the water supplier wit m SO days of the testing device. Notify owner and water supplier immediately if device fails test and repairs cannot immediately be made. DOH- 1013(9/91) D IC C IEME FF i NEW YORK STATE cWaterDEPARTMENT Otion APR 1 0 2024 eport on Test and Maintenance Bureau of Public Water Supply Protection Empire State Plaza-Coming Tower Room 111 VILLAGE Albany.NY 12237 of Backflow Prevention Device I _ OF RYF I>EPARTMENT 2024 For the year Please use a separate form for each device. G$1 Initial test-Complete entire form Ann uai test-Complete Part A only PPubficater Supply Account No. County Block Lot Q q Westchester J_ rr Location of Device Facility Name lit°_*try,6 1 VifJll�id suss Mechanical Room Address 48 Rock Ridge Drive, Rye Brook, NY 10573 Street City Zip 7Sizeinches) Serial Number Device Manufacturer Type =RPZ Model Information Febco ® DCv 850 r' 84001 Check Valve No.1 Check Valve No.2 Differential Pressure Relief Line Pressure 1115 psi Valve Test Leaked ® Leaked 0 Opened at paid Date before closed tight Closed tight ® 6 4 0 6 2 4 repair Pressure drop across first check valve M D Y 2.2 Psid 2.6 Describe Repaired by repairs and Name materials used Lic# Date repaired: m m M D Y Date Final test Closed tight Closed tight ❑ Opened at paid = m m Pressure drop across first M D Y check valve psId Water Meter Number Meter Reading Type of Service:(check one) N/A N/A 9 Domestic 9 Fire 9 nr Irrigation Remarks(Describe deficiencies:bypasses,outlets before the device,connections between the device and point of entry,missing or inadequate akgaps,etc.) Certification:This device El meets, D does NOT meet,the requirements of an acceptabl evice at the time of testing I herel certify the foregoing data to bt. Joseph Di e correct. 13369 01 f 31 t 2026 Print Name Certified Tester No. Signalur Expiration Date Property o agent)certification that test was performed. Print Nam Title Signature Telephone Certification that installation is in accordance with the approved plans. (To be completed by the design engineer or architect or water supplier.) I hereby certify that this installation is In accordance with the approved plans. Name Title Date NYS DOH Log# License Number Phone( ) m d y Representing Describe minor installation changes Address City State Zip Signature Send one comp eta copy to a esigna ea department representative an one copy to t e wafer supp ier within days o the testing device. Notify owner and water supplier mmedlelely if device fails test and repairs cannot immediately be made. DOH- 1013(e/91) NEW YORK STATE DEPARTMENT OF HEALTH Bureau of le Water Supply Room APR 1 0 2024 ieport on Test and Maintenance R D Empire Stateto Plaza•Coming Towerower Room 1110 Albany,NY 12237 I of Backflow Prevention Device VILLAUt i i.Y L Please BUILDING DEPARTMENT For the year 2024 EM Initial test-Complete entire form 0 Annual test-Complete PartA only Public Water Supply Account No. County Block Lot Westchester Facility Name GS4hi (nf KDjjltuKi,S Location of Device Mechanical Room Address 48 Rock Ridge Drive, Rye Brook, NY 10573 Street city Zip Device Manufacturer Type RPZ Model Size(in inches) Serial Number Information Watts DCv LF009M2QT 1" 303703 Check Valve No.1 Check Valve No.2 Differential Pressure Relief Line Pressure 1 1 5 psi Valve Test Leaked Leaked 0 Opened at 2.0 Dale before paid Closed tight Closed tight ® 0 4 0 6 2 4 repair Pressure drop across first check valve M D Y 9.0 psid Describe Repaired by repairs and Name materials used Lic# Dale repaired: m m M D Y Final test Closed tight Closed tight ❑ P O ened at Date m psid Pressure drop across first M D Y check valve paid Water Meter Number Meter Reading Type of Service:(check one) N/A N/A omestic Fire 9 Other Remarks(Describe deficiencies:bypasses,outlets before the device,connections between the device and point of entry.missing or Inadequate airgaps,etc.) Certification:This device X meets, E does NOT meet,the requirements of an acce ble containment device at the time of testing 'he the foregoing data to be correct. Print Name JoseDh&certi 13369 01 , 31 , 2026 Certified Tester No. SI Expiration Date Propertyo n orownerie agent)certification that test was performed: Oktner (s�y`,3b.L. �1�6 Pnnt Name Title Signature Telephone Certification that installation is in accordance with the approved plans. (To be completed by the design engineer or architect or water C r supplier.) I hereby certify that this installation is in accordance with the approved plans. Name Title Date NYS DOH Log# License Number Phone( ) m d y Representing Describe minor installation changes Address City State Zip Signature Send one completed copy to the design ea department representative and one copy to the water supp ier within days o the testing device.Notify owner and water supplier immedlalaly if device fails teat and repairs cannot immediately be made DOH• 1013(9191) FSA Inspection, Testing and Maintenance F r APR 15 2024 L�„. ...a..... „,�. Wet Pipe Fire Sprinkler Systems � {V��I��L��LAGE OF RYE BROOK This form covers the minimum requirements of NFPA 25-2017 for wet pipe fire sprinkler systems connertwd2�I�I NG.DE` AR r E T forms are available for fire pumps,tanks,hose connections,and other fire protection systems.More frequent inspection, a� nintenance maybe necessary depending on the conditions of the occupancy and the water supply. Owner/Owner's Representative l:�I( LLC Address 4 0 P�r' Q ��a� phone Property Name A � Address `rU l ri �( e �Q r� Phone S Date of Work D. All responses refer to the current work performed on this date. Inspection Type 13 Weekly Monthly 13 Quarterly © Semiannual Annual �5-Year 1)AU questions are to be answered Yes,No,or Not Applicable.All"No"answers are to be explained in Port I/I of this form. Notes 2)Inspection,Testing and Maintenance tasks are to be performed with water supplies(including fire pumps)in service,unless the impairment procedures of Chapter 15 of NFPA 15 are followed. • A.Is the building occupied? ' B.Has the occupancy and hazard of contents remained b.Visible sprinklers the same since the last inspection? 1.Proper position:Upright,pendent,sidewall? C.Are all fire protection systems in service? 2.Free of leaks,corrosion,damage? D.Has the system remained in service without ::�4 J.Proper clearance below sprinklers? modification since the last inspection? 4.Free of foreign material,including paint? E.Was the system free of actuation of devices or alarms S.Liquid in all glass bulb sprinklers? since the last inspection? c.visible pipe Owners Represen Live(p inted) 1.In good condition/no external corrosion? 1(y (11 2.No mechanical dama a or leaks? Signature and Date / 3.No external loads? d.Visible pipe hangers/seismic bracing not loose or damaged? e.Sprinkler wrench(es)with spare sprinklers? A. y failures in Section llf Inspections—Re Report an f.General information sign attached and legible? P 1.Weekly Inspection Items g.Has internal inspection of the pipe(removing a a.Control Valves(including backflow preventer isolation flushing connection and one sprinkler head near the valves)supervised with seals passed inspection as end of a branch line)performed in the last 5 years? If described in II.A.2.a) no,conduct internal inspection b.Relief port on RPZ not discharging? h.Hydraulic information sign securely attached to riser 2.Monthly Inspection Items(in addition to above items) and legible? a.Control valves and valves on backflow preventers S.5-Year Inspection Items(in addition to above items) 1.In correct(open or closed ? a.Alarm valves and associated strainers,filters,and ( P )position. , 2.If not electrically supervised,locked in correct restricted orifices passed internal inspection? Position? b.Check valves internally inspected,all parts operate 3.Accessible and free from visible leaks? and are in good condition? 4.Provided with appropriate wrenches? c.Internal pipe inspection performed per II.A.4.g S.Provided with appropriate identification? b.Alarm valve free from physical damage,trim in B•Testing—Report any failur:we i ction I// 1.Quarterly Testing Item Yes No N/A correct(open or closed)position,and no leakage from retarding chamber or drains? a.Mechanical water flo :ceaclu;atedand 3.Quarterly Inspection Items(in addition to above items) flow observed? a.Gauges monitoring water pressure in good condition b.Main drain test for sysflowand showing normal water su I device or pressure red pp Y pressure. 1.System Static Pressurb.Fire department connections visible,accessble, +couplings and swivels not damaged,gaskets in place 2•System Residual Press psiand in goad condition,check valve not leakin cla 3.Was flow observed? �G psig, pper 4.Are results comparabl in place and operating properly,and automatic drain valve in place and operating properly? (If plugs or 2.Semiannual Testing Items(in addition to above items) caps are not in place,inspect for interior obstructions) a.Valve supervisory switches indicate movement? aniz ol valves electrically supervised? b.Electrical waterflow alarm devices actuated and and superviso devices not damaged? alarmed? re reducing valves in open position,not 3.Annual Inspection Items(in addition to above items) ,with downstream pressure per design criteria, a.Main drain test(for systems not tested quarterly) good condition with hand wheels not broken? 1.System Static Pressure l Inspeetlon Items(in addition to above items) 2.System Residual Pressure --- t psi r number and type of spare sprinklers? 3.Was flow observed? psi f spare sprinklers attached and legible? 4.Are results comparable to previous tests? • t r B.Testing—Report any failures in Section ill z.nnnual Maintenance Items(in addition to above items) Posc Indicating valves opened until spring or torsion felt in the rod then closed back—turn? a.Operating stem of all OS&y valves lubricated, c.All sprinklers manufactured after 1920? completely closed,and reopened? l d.Quick response sprinklers 20 years old or more b.Sprinklers and spray nozzles protecting commercial replaced or successfully sample tested in the last 10 / cooking equipment and ventilating systems replaced / years? except for bulb-type which show no signs of grease e.Standard response sprinklers 50 years old or more build-up? replaced or successfully sample tested in the last 10 / years? f.Standard response sprinklers 75 years old or more Any"No"nnswers,test failures or other problems found with the sprinkler replaced or successfully sample tested in the last 5 system must be explained here. years? (Asa courtesy,note an a separate/arm any concerns about anything Iho[ Your work that is not a port o/the NFPA 25 requirements including any recalled products shot youu saw while ng g.Dry-type sprinklers replaced or successfully sample nap ned to notice./ tested in the last 5 years? h.Sprinklers subject to harsh environment replaced or successfully sample tested in the last 5 years? 3 1 l��o q (Q (d e b�q i.Antifreeze solution specific gravity 1.Correct at most remote point? K q, 4J 2.Correct at intertace with wet system? 52 C 3.Correct at other test points(over 150 gal)? J 4.Correct type of antifreeze? j.All control valves operated through full range and t ­e.r I Cat T returned to normal position? k.Backflow devices passed forward flow test? I.Pressure reducing valves passed partial flow test? k 4.S-Year Inspection Items(in addition to above items) a.Sprinklers above high temperature tested? b.Gauges checked by calibrated gauge or replaced? r C.Pressure reducing valves passed full flow test? C.Maintenance Ves 1.Regular Maintenance Items No N/A a.If any sprinkler failed the sample testing of Part 11.8.3 were all sprinklers represented by that sample / replaced? b.If sprinklers have been replaced,were they proper replacements? c.Marine systems normally having fresh water were drained and refilled twice if raw water got into the system? I d.Heat tape inspected per manufacturer's instructions? e.If any of the following were discovered,was an obstruction investigation conducted?Explain / reasons(s)and findings in Part f/I 1 1.Defective intake xreen on pump supplied from open sources 2.Obstructive material discharged Burin flow tests 3.Foreign material in dry pipe valves,check valves or pumps 4.Foreign materlal in water during drain test or plugging of inspectors / test connection S.Flu in of I or sprinklers lound during activallon or work 1 6.Record of broken mains in the vicinity - - - -- 7.Abnormally frequent false-tri pin of dry-pipe valves 8.Failure to Rush yard piping or surrounding mains following new installation or repairs I state"hot the information on this form is correct at the time and place of my 9.System Is returned to service after an extended period of time out o/ inspection,and that o!1 equipment tested of this time was left in operating service(more than one year) 10.There is reason to believe the system contains sodium silicate or its condition upon completion of this ins ection except as noted in Part ill above. derivatives or highly corrosive fluxes in copper ipe Inspector(printed)11.Raw water was pumped into the fire department connection !L 1 12.Pinhole leaks G r 1J5 t f.If conditions were found that required flushing,was Inspector Signature and Date flushing of system conducted? Z 2 g. Was a valve status test conducted after opening any Certification or License Number,if applicable closed valves? h.Adjusted,repaired,reconditioned or replaced Company 1` components had the associated tests and/or 5., e- inspections performed? Company Address Comments-Use the reverse side of the form or additional comments forms for additional comments.All'No"nnswers must be explained. 02019 National Fire Sprinkler Associatinn Std D,,.aro.. ,...,c..:._. „ AContractor's Material and Test Certificate for Aboveground Piping A.Procedure-Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed�� `�t� MATIORK/IRaaMINRY.,AtaOUAIIOM an owner's representative.All defects shall be tnessed b �ttl""" """`r•'r ,^„•, job.A corrected,and system left in service before contractor's personnel finally leave the oth required representatives.Copies authorities,owners,and the contractor.t certificate understood shall owwner's representative's out and signature in no way prejudices any claim aalgains be t contractor acttor for faut approving poor workmanship,,or failureto comply with the approving authority's requirements or local ordinances. faulty material, Property Name: `# C.1 V.A, y n L r (� n ❑New Installation Address: �/' Kbwk t ❑Modification-Complete applicable portions and describe scope of work on the reverse side of this form J ^', B.Plans 1.Approving Authorities: N.Test Description 2.Address: / ed Hydrostatic•Hydrostatic tests shall be made at not less than 200 psi for two p.normhours or 50 psi above static pressure In excess of 150 psi for two hours. 3.Installation conforms to accepted plans: yLS Dltr.reneiald ❑NO ,v-PtPa valve-IaPpars shall by loft OPen during test 10 prevent 4.Equipment used is approved damage.All aboveground ptping leakage shall be stopped. ❑YES ❑NO Pneumatic:Establish 40 psi air pressure and measure drop.Test pressure rJ C.Instructions tanks at normal water level and air pressure and measure air pressure drop. Pe formed 1.Has the person in charge of fire equipment been In both cases,the pressure drop shall not exceed lit psi in 24 hrs. instructed as to the location of control valves and L 0.Tests care and maintenance of this new equipment YES 1.All piping hydrostatically tested at 2U� psi for�_❑ NO hours 2.Have copies of system component instructions, 2.Dry Piping pneumatically tested [j y,E$ ❑ NO ❑N/A care and maintenance instructions,and NFPA 25 / 3.Equipment operates properly YES ❑ NO been left on the premises: e(� 1�YES ❑ 4•Do you certify as the sprinkler contractor that D.Location of system: �✓0. NO W additives and corrosive chemicals,sodium silicate E.Sprinklers or derivatives of sodium silicate,brine,or other Make Model year Made d ifice corrosive chemicals were not used for testing Quantit Temperature systems or stopping leaks? YES ❑ NO Drain Test a.Static pressure reading of gauge located near water supply test connection �Q b.Residual pressure with valve in test connection psi open wide tX psi F.Pipe and Fittings 6.Underground mains and lead in connections to 1.Type of Pipe: -Coy-Coyc risers flushed before connection made to sprinkler 2.Type of Fittings: piping and verified by copy of Form 13-U ❑YES [] NO G.Alarm Valve or Flow Indicator 7.Flushed by installer of underground piping ❑YES ❑ NO T e Make Model Maximum time too erase thro 8.If powder driven fasteners are used in concrete,has representative sample w h Inspectors Test testing been satisfactorily completed? ❑ YES ❑ NO P.Blank Testing Gaskets 1.Number used/removed: H.Dry-Pipe Valve 2.Locations: / ❑N/A Q.Welded Piping-If welded piping was used in Make,Model,and Serial Number: P P g ❑ N/A I.Quick Opening Device(QOD) N/A the system,the sprinkler contractor certifies: Make,Model,and Serial Number: 1.Welders and welding operations followed the requirements of at least AWS B2.1,ASME Section Ix or J.Dry-Pipe System operating test ❑N/A other required standards ❑YES [] NO rr--�� 2.Welding was carried out in compliance with a documented quality control procedure to is remove ensure that all 1.Time to trip through test connection*: ❑YES El NO discs are retrieved,openings in pipe are smooth,slag and other welding 2.Water Pressure: diameters of p+Floe are not penetrated,<ompl.ted w.ld.a,,rr..Iromgc,ack,encpmp etedivsa the ninternal e psi 3.Air Pressure: porosity greater than 1/161nch in diameter,undercut deeper than the lesser of 25%of the wall thickness psi or 1/32 inch,and the completed circumferential butt weld reinforcement does not exceed 3/32 inch. 4.Time water reached test outlet`: 5.Alarm operated properly: 0YES [3 YES j3 NO ❑NO R.Cutouts(Disks) K.Deluge and Pre-action Valves ❑ N/A Do you certify that you have a control feature to ensure that all cutouts(disks) 1.Make,Model,and Serial Number: are retrieved? 2.Operation: Pneumatic ❑YES ❑ NO ❑ El ❑ Hydraulic S.Hydraulic Data Nameplate Provided El YES ❑ NO 3.Piping and detecting media supervised: ❑YES ❑ NO T.Sprinkler contractor removed all caps&straps? ❑ YES [J NO 4.Does valve operate from manual trip and/or U.Date left in service(with all control valy s open): remote control stations ❑YES ❑ NO V.Signatures S.Is there an accessible facility in each circuit for 1.Name of sprinkler contractor: testing ❑YES ❑ NO 2.Tests witnessed: 6.Does each circuit operate supervision alarm ❑YES ❑ NO For property owner(Signed) '/ /Aolzy 7.Does each circuit operate valve release ❑YES ❑ NO Printed: t f" O. O 8.Maximum time to operate release: Title: 5 L.Pressure Reducing Valve ❑N/A Date: 1.Location and Floor: 2.Make and Model: For sprinkler contractor(Signed 3.Setting: Printed: t psi 4.Static Pressure- Inlet psi Outlet psi Title: 5 f i r 5.Residual Pressure- Inlet psi Outlet psi Date: 6.Flow Rate: gPm M.eackflow Device Forward Flow Test [)N/A Optional-AHJ(Signed): 1.Means of Forward Flow: Printed: Z.was system flow demand created? �..(YES ❑ NO Title. 5 Date: vL Comments•Use the reverse side of the form for acceptance comments.All"No"answers must be explained, 02019 National Fire Sprinkler Association,514 Progress Drive,Suite A,Linthicum Heights,Mo 21090(845)878�4200 Form 13-APT Ver 2019.06 Sid 2019 Page 1 of 1 00 00 W 7 CO cr Alit F M y � A Ln O - W ceco - F Ln 6Mi4 z z 0 n E L4 V z � � A F Ao ° b0 L - . ON 00 ^ '-•� W A w W _ E04 4 4v � � U 9A w. W H C7 z a o -o ° F E- W O p4 CA U z a v ,a U.0 G� LLJ Now C7 H Q z a m 00 z a w O z 0 BUILD MENT D IECEME VIL OF RV OOK DD 938 KING ET RYE BR ; ,NY 10573 I U - 7 2023 �c �r VILLAGE OF RYE BROOK r BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR €:)FFICE. USE ONI_ . PERMIT #: //A:;�3770_ _ J UN 0 9 2023 �- 0,� lac/00 Approval Date: 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 oC}2}�e l;rook must be li.ged as certificate holder)& Workers Compensation Insurance on a NYS Board form (Form ; C105.2 or Form = ( 26.3 i or NY State Workers Compensation Wai-er) 4. Payment ofFees/Unit: RESIDENTIAt.. - SI00.00/unit.• CONIMERCIAt.. --`3)50.00/unil. 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, 1o2 5 s hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or rem val 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. n J 1. Address: qi�2 pflGl, pit�Q,9_ Cyg1OQ_ SBL: /a`j, ,�&---/—^ /7 Zone: (1 2. Property Owner: ��Pot •� _LC Address: C* ( 0,��¢ ��ve- .� �lt� Na kccs Phone#: Cell #: email: 1 I 3. Contractor: ��(),(_ ��oe>r I'V% Address: q Aikt e. a,[r 35�' ,�p �(►� ,(oS�Z Phone#: L1 G 5Q"6o S( Cell#: email: Vow-, ��t�QCCXIacl>51A: if+��Gr-.Lom 4. Scope of Work: New Installation`�•Replacement( )•Removal ( )-Other( ): 5. List Equipment: llrin e)41�x- C.z"3eAS!;4 1 flumes m0S. W WA 0 5�� dirl 6. Location of Equipment: f.P,eateJ buS-e 7. Method of Installation/Removal(fist all 7uipment needed to perform job): dAh. C. 1 3/3'2023 c STATE O�cF NEW YQ TY OF WESTCHESTER ) as: eft�11YYlg4t R04JOU ,being duly swom,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the Heating, Ventilation and/or Air Conditioning Contractor for the legal owner and is duly authorized to make and file this application. 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�41*2 Sworn to before me this q day of 44W 20 4ff day of �"e. ,20� Signature of Property Owner Sig re of Applicant I � ►irnoi r�I, 1Dj11'A5; CGe&V LLC Gge,,C.4) 46,a (-�Voic- Print Name of Property Owner P i Name of ApplicU C Notary Pu lic Notary Public DONALD GOLDSMITH SHARI MEULLO Notary Public, State of New York Notary Public,State of New York No. 01 G05021034 No.OIME6160063 Qualified in Westchester County Quallfled In Westchester County Commission Expires Dec. 6, 20�,1 Commission Expires January 29,20Z This application must be properly completed in its entirety and must include the notarized signatures) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 3/3/2023 rt STAnC HORIZONTAL-DUCTED ••• - UNIT rrr OUTDOOR Job Name: System Reference: Date: Indoor Unit......................._....._.......................................PEAD-A24AA8 Outdoor Unit........._._._._._._.__._._...._._._................._PUZ�IA24NHA1 INDOOR UNIT FEATURES • Unobtrusive ceiling-concealed design for short-run ductwork • Wide ranging extemal static pressure(0.14-0.60 in.WG) • Buift-�n condensate lift mechanism(up to 27-9/16') • Auto fan speed mode • Optional FB Series fitter boxes for easy access and service • Ideal for residential homes,retail shopping centers,larger classrooms,office complexes,conference rooms,ballrooms,fitness centers,and more • Multiple con"options available: o kumo cloud*smart device app for remote access o Third-party interface options o Wired or wireless controllers OUTDOOR UNIT FEATURES • Variable speed INVERTER-driven compressor • Wide heating range:heating performance down to-13°F(average of 80%heating capacity) • High speed heating at start up:Hyper-Heating INVERTER*reduces the time for heating at start up by about half compared to standard models • Pre-charged with refrigerant volume for piping length up to 70 ft. • High pressure/temperature protection • Buift-in base pan heater Specifications are subject to change without notice. 28 0 2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. Maximum Capacity BTUIH 24,000 ...... ......._ ......... Rated Capacity BT" 24,000 Minimum Capacity BTUIH 10,000 Coding at 95°F' Maximum Power Input W 2,080 Rated Power Input W 2,080 Moisture Removal Pinta/h 6.9 Sensible Heat Factor 0.68 Power Factor[208V/230V] % 93.0/93.0 Maximum Capacity BTU/H 28,000 .......................................................................................................I.......... _. Rated Capacity BTU/H 25,000 __._...__. ......___. __._........_.. ................... Heating at47°F° Minimum _ ..._,......... . BTU/H 10,000 Maximum Power Input W 2,280 Rated Power Input W 1,920 Power Factor[208V/230V] % 92.0/92.0 Maximum Capacity BTU/H 25,DD0 Heating at 17'P Rated Capacity BTU/H 18,D00 Maximum Power Input W 3,450 Rated Power Input W 2,100 ._....... ........._._ ......... _. .................... ..., .._ Heatilgat6'F .._._.. Maximum Capacity __ ...... BTUIH 25,000 Maximum Power Input .W 3,830 D _._.....__...._......_.____....._...._.._.__.___._.._...__-_.___..._....__._...... _...:.... Heatiflg at-4'fa Maximum Capacity B'TUAi 22,400 Heating at-13'F Maximum Capacity M/H 20,000 SEER I SEER2 _ ] 16.61 16.2 FEW I EER2' ', 11.51 11.3 HSPF pv]1 HSPF2[M 10.4 1 92 —_. .._.._.__._.. i......... Efficlenxy COP at 47'P 3.8 ......... _._._.._......._.....-_._. .----.......-......._.............. COP at 178F at Maximum Capacity° 2.1 -----__..._.........._.---- --...------------------_................ COP at 5'F at Maximum Capacity' 1.9 ._..... ............. .................. ........... . ..___.. ENERGY STAR'Certified No Voltage,Phase,Frequency 2081230,1,60 Guaranteed Voltage Range VAC 198-253 Voltage:Indoor-Outdoor,S1S2 VAC 2081230 Electrical Voltage:Indoor-Outdoor,S2S3 V DC 24 Short-circuit Current Rating[SCCR] kA 5 Recommended Fuse/Breakar Size(Ou door) A 25 Recommended Wire Sae[Ind00r-Outdoor] AWG 14 Power Supply Indoor unit is powered by the outdoor unit MCA A 2.26 Fen Motor Full Load Amperage A 1.62 Fan Motor Output W 121 Fan Motor Type DC Motor Airflow Rate at Cooling,Dry CFM 512-635-741 Airfow Rate at Cooling,Wet CFM 461-572-067 .......................... Airflow Rage at Heating,Dry CFM 512-035-741 Sound Pressure Level[Cooling] dBJAJ 28-32-36 Indoor Unit Sound Pressure Level(Heating] dB[AJ 28-32-36 External Static Pressure in.WG 0.14-02-0.28-0.4-0.6 Drain Pipe Size In.[mml 1-1/4[32] Condensate Lift Mechanism,Maximum Distance In.[mm) 27-9/16[700] Coating on Heat Exchanger — Extemal Finish Color Galvanized Unit Dimensions W x D x H:In.[mm] 435/16 x 28-7/8 x 9-718[1,100 x 732 x 2501 Package Dimensions W x D x H:In.[mm) 53-15116 x 35-7/16 x 13[1,370 x 900 x 330) Unit Weight Lb&[kg] 67[30J Package Weight Lbs.[kgJ 80[36] Yxk)or Unit Operating Temperature Cooling Intake Air Temp]Maxmum/Minis umir 'F 90 IDS.72 WB 188 IDS,61 WB Range Heating Ir take Air Temp[Msxkrnm/Mrinurn] _....... __--- 'F _77 OB/l9i DB NOTES: AHRI Rated Conditions 'Cooling(Indoor//Outdoor) •F 60 DB,67 WB//95 IDS,75 WB (Rated data is determined at a fixed compressor speed) '-testing at 47'F(Indoor//Outdoor) 'F 70 IDS,60 WB ll 47 IDS,43 WB 'Heating at 17'F(Indoor//Outdoor) •F 70 DB,60 WB ll 17 DB,15 WB Conditions 'Heating at 5'F(Indoor//Outdoor) 'F 70 DB,60 WB 115 DB,4 WB 'Heating at-4'F(Indoor//Outdoor) 'F 70 IDS,60 WB//-4 DB,-5 WB 'Heating at-138F(Indoor//Outdoor) 'F 70 IDS,60 WB//-13 DB,-14 WB Indoor/Outdoor Unit Operating Temperature Range(Cooling Air Temp[Mandmum/Minimum]): •Wind battles required to operate below 23'F DB in cooling mode. •Refer to wind baRle documentation for further information. "Outdoor Unit Operating Temperature Range(Cooling Thermal Lockout/Re-start Temperatures;Heating Thermal Lockout/Re-atart Temperatures): •System cuts out in heating node to avoid thwmistor error and automatically restarts at these temperatures. Specifications are subject to change without notice. 29 0 2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved SPECIFICATIONS: • 1 , 1 i MCA. A 17.0 _. ...... ............._........_........... MOCP A 27 Fan Motor Output W 74 Airflow Rate[Cooling/Heating] CFM 1940/1940 Refrigerant Control LE V Defrost Method Reverse Cycle Sound Pressure Level,Cooling' dB(A) 52 ......_... .......... _ -.. ._......_.. __ ___....._.._ __..._.._.... Sound Pressure Level,Heating' cIB(A) 53 _ ...-...... ......................... _._..._._ .......... ................. Compressor Type Scroll _.... ._....... .................._. _. ._.--- .. ....._.. ._....___. Outdoor Unit Compressor Model DNB28FBAMi Compressor Rated Load Amps A 9 Compressor Locked Rotor Amps A 16.0 Compressor Oil rrype//Charge] 01. FVC86D It 34 External Finish Color Ivory Munsell 3V Tafl.1 Base Pan Heater Built-in Unit Dimensions W x D x H:In.[mm) 37-13/32 x 143/16 x 37-1/8[950 x 360 x 943] Package Dimensions W x D x H:In.[mm] 41 x 18 x 41[1040 x 450 x 10331 ......... ........ ___.. __.... Unit Weight Lbs.[kg] 190[86] . .t......_............................................................................ Package Weight Lbs.[kg] 2101951 Cooling Air Temp[Maximum/Minimum]- -F 115 DB 10 DB Outdoor Unit Operating Temperature Heating Air Temp[Maximum/Minimum] 'F 70 08,59 WB/.13 DB,.13 WS Range Heating Thermal Lock-out/Re-start Temperatures— •F -22!-13 Type R410A Refrigerant Pro-Charged Refrigerant Amount Lbs,oz 7.0,11.0 Maximum Pre-Changed Piping Length Ft.[m] 70.0[21.0] Additional Refrigerant Charge Per Additional Piping Length cz./Ft.[g'm] 0.7[65] Gan Pipe Sae O.D.[Flared] In.[mm] 5/8[15.88] Liquid Pipe Sae O.D.[Flared] In.[mm] Y8[9,52] Piping Maximum Piping length Ft.[ml 165[50] Maximum Height Difference Ft.[m] 100[30] Maximum Number or Bends 15 NOTES: AHRI Rated Condit ons 'Cooling(Indoor//Outdoor) 'F 80 DB,67 WB//95 DB,75 WB (Rated data is determined at a Toed compressor speed) 2Heating at 470F(Indoor//Outdoor) •F 70 DB,60 WB!I 47 DB,43 WB 'Heating at 17'F(Indoor//Outdoor) 'F 70 DB,60 WB I/17 DB,15 WB Conditions 'Heating at SF(Indoor//Outdoor) 'F 70 DB,60 WB ll 5 DB,4 WB °Heating at 1'F(Indoor//Outdoor) 'F 70 OB,60 WB ll-4 DB,-5 WB 'Heating at-13'F(Indoor//Outdoor) 'F 70 DB,60 WB ll-13 DB,-14 WS IrdooriOutdoor Unit Operating Temperature Range(Cooling Air Temp[Maximum/Minimum]): •Wind baffles requ red to operate below 23'F DB in cooling mode. •Refer to wind baffle documentation for further information. "Outdoor Unit Operating Temperature Rarge(Cooling Thermal Lock-out/Re-start Temperatures;Heating Thermal Lock-out/Re-start Temperatures): •System cuts out in heating mode to avoid thermistor error and automatically restarts at these temperatures. Specifications are subject to change without notice. 30 C 2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. INDOOR UNIT ACCESSORIES: r 34%Connector ❑ PAC-715AD ...._.._ ......... -.._..------- Alm"ZBS WredMAWlecePdrrdpelConhoMrVvftke ... ❑ AZ UEFACECB ._ Airzone ZBS Wired Blueface Principal Controller White ❑ A22Bgg(,UEZERCCB Airzone ZBS Wred Lite Controller White ❑ A2ZB8LITECB Airzone ZBS Wireless Lde Controller White ❑ A7IBSLITERB Airzone ZBS Wireless Think Controller White ❑ AZZBSTHINKRB BACnePandMOtbut•Interface ❑ PAC-UKPRC001-M1 ......................................_. __....._.....__.-__.-.._-___......; CortllolInterface CN24 Relay Kit ❑ CN24RELAY-KIT-CM3 ITExtender ❑ PAC-WHS01lF-E keno station•for lance cloud' ❑ PAC-WHS01 HC-E Remote Operation Adapter' ❑ PAC-SF40RM-E Thermoatat Interface In PAC-US444CN-1 Thermostat Interface ❑ PAC-US445CN-1 USNAP Adapter ❑ PAC-WHS01UP-E Weless Interface for kumo cloud' ❑ PAC-USWHS002-WF-2 Flush Mount Remote Temperature Sensor ❑ PAC-USSEN002-FM-1 Remote Sensor Flush Mount Temperature Sensor ClPAC-USSEN001-FM-1 Remote Temperature Sermon ❑ PAC-SE41TS-E Wireless temperature and hurndity sensor for kumo loud' ❑ PAC-USWHS003-TH-1 Deluxe Wired MA Remote Controllers ❑ PAR-40MAAU Wired Resale Controller Simple Ductless Wired Remote Cortroller ❑ PAC-S0W01 RC-1 Simple MA Remote Controllers ❑ PAC-YT53CRAW Touch MA Controllers ❑ PAR-CTO1MAUSB kumo touch-RedLINK'Wireless Controller ❑ MHK2 Wireless Remote Controller w Lockdon bracket for remote controller ❑ RCMKPICB Wireless MA Receiver ❑ PAR-FA32MA-W Wireless MA Remote Controller ❑ PAR-FL32MA-E Blue Diamond(Advanced)Mini Condensate Pump w/Reservoir 8 Sensor(208230V)[recommended] ❑ X87-721 Condensate Blue Diamond(MegaBlue Advanced)Condensate Pump w/Reservoir 6 Sensor ClX87-835 Blue Diamond Sensor Extension Cable—15 Ft. ❑ C13-103 Refoo Condensate Pump(1 M240 VAC)up to 120,000 BTU/H ❑ COMBI Control Wre 202PR,1 PR shielded.1 PR plenum wire for Airzone,100 ft reel ❑ CW2042S2-100 202PR,shielded s 1PR plenum wire for Airzone,500 ft reel ❑ CW2042S2-500 Disconnect Switch (30A/600V/UL)[fits 2'X 4'utility box]-Black ClTAZ-MS303 (30Af600VlUL)[fits 2 X 4'utility box]-White ❑ TAZ-MS303W Filter Box Filter Box with MERV 13 Filter ❑ FBM2$A 10'x 3/B'x 10'x 5/8'Lireset(TwinTube Insulation) ❑ MPLS385812T-10 100 x 3/8'x 100'x 5/8'Linesel(Twin-Tube Insulation) ❑ MPLS385812T-1 W Lineset 15'x 3B'x 15'x 518'Linesel(Twin-Tube Insulaton) ❑ MPLS385812T-15 30'x 3/8'x 30'x 5/8'Lireset(Twin,Tube Insulatlon) ❑ MPLS385812T-30 50'x 3B'x 50'x 5B'Lireset(Twin-Tube Insulation) ❑ MPLS385812T-50 65'x 3B'x 65'x 5/8'Lireset(Twin-Tube Insulation) ❑ MPLS385812T-65 NOTES: WAC-SF40RM-E(Unable to use with wireless remote controller) Specifications are subject to change without notice. 31 0 2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. OUTDOOR UNIT ACCESSORIES: _.... ....... _.._ ......_.. e - -A0u1ldQLkb .....___ Air Outlet ____ ....... .. ____. _.._... ❑ PACSG59SG-E Oortrovemilm lbd Control/Service Tool ..... ____. ___ ........_....... ❑ PAGSK52S7 _ ..... ..... _..... ____.__ ........... ...._....._.._. _____.__. ...... .. ._....._. Hail Gutda Hal Guard ❑ HG-A6 MJJETCOralfallar M-NETConverter._ ..........._ ❑ PAGSJBSMA-E -i .........___.... _.. WNET Converter ..... ❑ PAC -E Mound Pad CondensingUnit Mou ..._.... ..................• ^9 ______.__._....._..... ntinp�:24'z 47 z 3' ❑ ULTRILITE2 18'Single Fan Stand ❑ Q8MS1801M 24"Single Fan Stand ❑ 08MS2401M Stand Condenser Mfd Aradset ❑ Q8VYB20WM l Condenser Wall Bracket-Stainless Steel Finish ❑ QSYYBBS Outdoor Unit Stand—12'High ❑ QSW1201M Front Wind Raffle ❑ WB_PAS Wind BaRe Rear Wind BaAle ❑ W&RE5 Side Advanced Wnd Baflle ❑ WB-SDS Specifications are subject to change without notice. 32 0 2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. INDOOR UNIT 1 • Af A+ : 378(%15118) Notes t.Usa an M10 saw for the suspension bolt Fraalr aY Yaaloa 000(3.16n8) (feb supply) Drain 0.0 a32 1-714 We*aid hpy 2.Keep the service space for maintenance (Emerpanq drain)® 110 'Note at the bottom. t 3.This drawing Is for PEAPA09 12 15 18 24 Q _ 30AA8 modals,whIch have 2 fens. ® PEAD-A36AA8 model has 3 fans. 2110( 4.if the Inlet dud Is used,remove the air 2>.E72. 1i! flker(supplled with the unk),then t Install the flker(fiekd supply)at the suction skis. T 5.Heat air to 0°C(32'F)or higher when taking fresh air with a fresh sir Intake. 1L t ti O AI_rfl_kbr Alt Air - Inid Unitmm(In.) Model J TGnpipsITLiquid pipe 6 7° PEAp.A0pAA8 Q �/8 �µ5 i n � 1811A9 -1/2 a/27 a8.µ (� PEADv124,30AA8 88 H5.88 a9.52 a 6 PEA6A38M (2-5ffi) (Sumpe"lon boll p�)6 •1M e43(2S38) J A732(28-7I8) Unk:mm(In.) 0 1-G/18 700(27-9N8) Model AGW645-71% C D F G 1.2311Dralnplpe fp—n*gFsl lift ppuu D� PFAC A09,12, 1000 860 9 800 { +x tiDIDhIMPkd) n8 (0.0.vo-14)j ® PFJDA24,30AA8 1200 1060 11 11000 10588 alb 47-1N 41314 41-11118 78PFa6AAA8 1500 1380 14 1300 13585&1178 53418 513118 53tR e5 v & _ Will toll TReMprent plpirp(pas) M Tanl dad TrrrrnWbn (in - 7 Try dad Pew sam) 358 W1118 Drain oDs 1-1/4)Dwd drain Specifications are subject to change without notice. 33 0 2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. OUTDOOR UNIT DIMENSIONS: PUZ-HA24NHAI Unit mm<Ina CIA s� iv i a u+ oK 7 R '4 3 � {� ♦a � ! •6e s a �p -vim o �� 1 Ea g z Qo o mt ! ! YD uo a� 1� n !! p ,4 E a rc c p a". O 41 na �. 11J 0 8 0_ !�e 1340 Satellite Boulevard Suwanee,GA 30024 Toll Free:800-433-4822 www.mehvac.com e \II a FORM#PEAR A24AA8 8 PUZ-HA24NHA1-202304 I Specifications are subject to change without notice. 34 ®2023 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. Model: PAR-40MAAU Deluxe MA Remote Controller NITSUB&i Ak EUBCMC Job Neme: System Reference: Date: M"SLUSH! Art"CT 'I X#u E>_Ec7,IC 2: Fri %0A Fr 72.0°F �ff— � Cool Set tew. Auto 84 -F at r it M E N U RETURN SELECT O N MENU RETURN SELECT ON HOLD OFF HOLD OFF FULL VIEW BASIC VIEW OPERATIONIDISPLAY ON/OFF Clock" - Switches between ON and OFF. - Date(yeadmonth/day)and time(houdrninute)can be W. • Operation mode awitdhng - The ad time as well as the day of the week will be displayed on the Mein display. - Switches between CooVDry/FarVAutolSetharkA4eat. - It is also possible for the time to rot display on the main display. Hold - The dock can be displayed in12-hour format(AM/PM before or after the time)and 24-hour formal. Switches between enable and disable the Hold fincbon. If the Hold knccion is eneble,the following houtona will be prohibited. Daylight saving time ON/OFF timertSchedule(Weekly timer)/Auto returrVAklo-OFF timer - The startlend time for daylight saving time can be set. The daylight saving time function will be activated based on the setting contents. • Temperature setting - Charges the set temperature. Room tamp.display Set temperature range vanes depending on the indoor unit model. - The room temperature display can be enabled or disabled. • Fan speed setting Error information Changes fan speed. - When an error occurs,an error code and the unit address appear. Available fan speeds vary depending on the model. - The air-cord'itioning unit model,serial number,and corrad number can be set to appear when an error occurs.(The above information needs to be entered in advance.) • Air flow direction setting • Filter information Charges airflow direction. - After so will appear when it is time to dean the fitter. Available airflow directions vary depending on the model. • Remote controller information • Louver setting - The version of the remote controller can be checked. - Switches between lower ON/OFF. • Ventilation equipment control Intedocked settingand interlocked '1 The dock is active only for the kola that support the(unction. operation setting with City MJti Lowrey Vhls can be •2 The diock is accurate wro,n 45 ascends per month(at the temperature of 77'F[25'C]). performed. - The StoprLowlHgh settings of the ventilation equipment can be controlled. The dock is backed up for 3 days. • Main display mode setting - The Main display can be displayed in two different modes:Tull and•Basic' • B&W invasion - The colors of the display can be inverted,tuning white background to black and black characters to white. Specifications are subject to change without notice. ®2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 35 Model: SCHEDULE AND TIMER SETTING MISCELLANEOUS ITEMS • Timor Language Selection - ON/OFF timer - Select the display language from the blowing 3 languages. Turns ON and OFF deity at a set time. • English,French,Spanish Time can be set in 5-mnuts increrneris. Brightness Contrast It is also possible to flat ttre ON time oriy or the OFF tine only. - The brightness of the LCD can be adjusted.The cortreat d this LCO can be adjusted. Auto-OFF timer • Turns oft the unit after a certain period d operation. Marius!Vane Angle Operation time can be set to a value from 30 to 240 minutes in 10+ninute increments. - Fbces the vane position for each air outlet. • Weekly time $en"0B•, Weekly ON/OFF times ad set temperatures can be set. - Contains Test run,Function setting,Request code,and Error history. Time can be set in 5-minute increments.Up to 8 schedule patterns can be set per day d 3D Lsee Sensor* the week. - Not valid when the ONlOFF timer ie set. - Settings for 3D iae9 Sensor`can be m e. ad RESTRICTION SETTINGS ENERGY SAVING OPTION • Allows/disallows local operation No occupancy energy save The folowing operation can be prohibited by applying certain settings on the centralized - Requires 3D-see Sensor'on applicable indoor units controller:ONIOFF,operation Trade,set temperature,fitter sign reset,air direction,fan Room Occupancy energy save speed and times. While an operation is prohibited,the operation icon lights up(ony,on the Main display in the - Reclures 3D i-see Sensor'on applicable indoor units 'Fulr mode). • No occupancy Auto-OFF • Operation lock - The following operations can be prohibited:Sensing Location,ONIOFF,Mode,Set temp., - Rewires 3D i-aee Sensor'on applicable indoor lints Menu,Fan,Louver,Vane,or Fold Setback Mode • Temperature range restriction - The morn temperature range or each operation mode can be restricted. '1 This function is active only for the units that support the function. '2 The dock is socu sts w,thin 45 seoordb per month(at the temperature of 77°F(25'Cl). • Auto return The dock to backed up for 3 days. The units operate at the preset temperature efts a designated period. Time can beset to a vaue ham 30 to 120 minutes in 10-minute increm inu i - Not valid when the temperature setting range is restricted. Password - Administrator password(required or schedule setting etc.)and Maintenance password (required for test nun and function seeing etc.)can be set. SYSTEM EXAMPLE 'When a PAR-40MAAU Is connected to a group,no other MA remote controllers can be connected to the same group. Non-polarized F2-wire 2-wire L; Deluxe MA remote controer ® Controller Specifications are subject to change without notice. C 2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 36 Model: tII - DIMENSIONS (Front view) (Side view) Rear view) Unit: mm[in.] 120[4-23/32] 14.5[37/64] ( O o 0 N ch Cl) N O O O N O o 0 0 0 GOMPATIBIUTY CHART SPECIFICATIONS Product sae In. 4 314 x 4 314 x 0.57 PMFY-NBMU Yee MFZ4(A MAC-334 PGA yes (W x H x D) (mm) (120 x 120 x 14.5) PEFY-NMU yes MFZ4(J MAC-334 PEA yes Lbs. 9/16 Net Weight (kg) (0.25) PEFYJ4MAU Yet MBZJY.A NO PEAR Yes PEFVJdMHSU YYt IM87lY-0 Nk No NA-l:MAG8S4 I..PKA yes Rated Power 12 VDC .......... ....._.._.._.._.. ......_..._._.__....__.._............_.._... Supply Voltage (supplied from indoor units) PEFY-NMLU Yes MS-VYA No PLA Yes _.. Power PEFY-NMSU yes MSZfD No PVA Yes Consumption W 0.3 09(12)NA No PLFY-NAMU YN MBZ-FE 09(12)NA-8:MAC-334 18NA:Yee' usage Temperature:0 to 40'C(32 to 104'F) Environment Humidity:30 to 90%RH 06(-18)Nk No (with no condensation) PLFY-N MU Yet MSZ/Y--GE NA-8-MAC-334 NA-9:MAC-334 GE24NA:MAC-334 Panel PMMA PLFY-NCMU Y" MSZ/Y-011. MAC-334 Material .....---- —............._..___ PLFY--NEMU Yb MSZ/Y-W MAC-334 Main PC r ABS ___-._—........._..._. _...._...._........_____. body PLFY-NFMU Y" MSZ-FH MAC-334 PLFY-NLMU Yee MSLFS MAC-334 Sound_._...._.... _.. .._ ____.___. dB(A) <70 IA-weighted sound pressure Ievel) PCs.VKM Yes MSZ44E No Pressure Level .......................... PCFY-NGMU Yes MSZ-HM MAC-334 "Per Machinery Directive 2006/421EC PCFY-N M YN MVZ-AA4 YN _-.._..—__ ......_...._..__- _ .......__ I I_...... _. ...............- PFFY-NFMU Yee MVZAA7 ym ............ _._ ............................. PFFY-NRMU Yes SVZ4CP YM PVFY-E00 Y96 Sl No PVFY-NAMU Yes...___.. SEZ404 _......Yes PKFY-NAMU Yea SLZa(A yes PKFY-NFMU Yes SLZKF Yet PKFY-NGMU Y" MLZ4CP MAC-334 PKFY-NNAU 1b Nab: PKFY-NHMU -_---1'IN. ........... MAr.384 Yt3catea that the unit requires a __...._..___... MAC.99NF-E Adopter in order to use the 1340 Satellite Boulevard.Suwanee,GA 30024 PKFYNKMU yes PARr481114AAU' . .............-..........................__ _._.................-.............. Toll Free:800-433-4822 www.mehvac,com FORM#M Submittal PAR-4OMAAU-202103 Specifications are subject to change without notice. ®2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 37 M-SERIES SUBMITTAL DATA: i I ' . +NT + + :<v. .... ......... ........ ...... ...... ............., Job Name: ... - System Reference: Date: __.._.._.... ... __.._.... . ... ......... ............ .. ............. .._.............._........ .. .... ............... APPLIES TO INDOOR UNIT: ❑SEZ-KD09NA4 ❑SEZ-KD09NA4.TH ❑SEZ-KD09NAR1.TH ❑SEZ-KD09NA4R1.TH GENERAL FEATURES • Concealed horizontal-ducted unit for applications with short duct runs Quiet operation Ultra-thin body:7-7/8"high • Built-in condensate lift mechanism • Multiple control options available: kumo doud®smart device app for remote access Third-party interface options Wired or wireless controllers Specifications are subject to change without notice. Q 2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 22 D0. ... . . _—_.. . ......... .......__._.................... Cooling Cepacityl 3 Btu/h 8,100 .__.... ...----- .... Heating Capacity2 a Bkdh 10,900 ..........._.............. .. ......... ......... ......... ......... ......... ........ ....................... ................ , Voltage,Phase,Frequency 206/230V,1 phase,60Hz _ ....................................... --• _._._.......... ... —....... Guaranteed Voltage Range V AC 187-253 —._—.._ _..... ....._........-- _ _............ Electrical Voltage:Indoor-Outdoor,S1-S2 VAC 208/230 Voltage:Indoor-Outdoor,S2-S3 V DC 24 Voltage:Indoor-Remote controller V DC 12 .......... ........_ MCA A 1 .. .... ...... ......... _-...__ Blower Motor Full Load Amperage A 0.51 .... 1—_..._........ Blower Motor Output W I 96 _.............. ......... Airflow Rate at Coding,Dry CFM i 317-247-194 ........... .......................... Airflow Rate at Cooling,Wet CFM 285-222-174 .................................................... ........ Airflow Rate at Heating,Dry CFM 317-247-194 -- ......... ......... ............. ........... . .............. ................ Sound Pressure Level(Cooling) dB(A) 30 26-23 _... ........... _.... .__.- ..... .................................................. ........ Sound Pressure Level(Heating) dB(A) 30-26 23 --- —..._....... ..._..... ........ .......... .......... External Static Pressure in.WG 0.02-0.06-0.14-0.20 ......... ........................................ Drain Pipe Size In.(mm) 1 1/4(32) Condensate Lift Mechanism,Maximum Distance In.(mm) 21-21/32(550) Heat Exchanger Type Plate fin coil ....... _.._...... .. ..._. . ........ .._...... External Finish Color Galvanized ....... -- _....._... ........... ......... W:In.(mm) 31 1/8(790) Unit Dimensions D:in.(mm) 27 9/16(700) H:In.(mm) 7 7/8(200) _._.. W:In.(mm) ! 39 318(1,000) Package Dimensions D:In.(mm) 35 7/16(900) ._........_- H:in.(mm) 14 3/16(360) ...._...—..--- _..._......._............._..................... -- ._ _...- .�._...------ Unit Weight Lbs.(kg) 42(19) _ ......... ............... --..._._. ............... ..... ..... _ —--... -._...._ .........._..--------------._..--..—.—..__._. ......__.., Package Weight Lbs.(kg) 64(29) _ T ; Refrigerant Type R410A Charge Lbs,oz 1,16 Notes: -... ....._........_ 'Cooling(Indoor H Outdoor) °F 80 DB,67 WB//95 DB,75 WB Nominal Conditions 71-leating at 47°F(Indoor//Outdoor) °F 70 DB,60 WB//47 DB,43 WB 3Capacity varies based on the number of indoor units operating and the model of the Multi-zone Outdoor Unit.For reference to connected capacity charts,please refer Multi-zone Outdoor Unit Operational Performance. Specifications are subject to change without notice. m 2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 23 ACCESSORIES: Ii ' Filter Box with MERV 8 Rillars ❑FBL 1-1 ......... - .. ........ ........ ..... ......... Signal Receiver in PAR-SA9CA-E __........................_... ......... ---- ......... -- __....._... -..._._.. ............... Wireless Remote Controller ❑PAR-FL32MA-E ....................... _ .... ...... _ ........ Wireless Remote Receiver ❑PAR-FA32MA-E ...........................................: Backlit,Wall-mounted,Wireless Controller ❑MHK1 Portable Central Controller ❑MCCH1 ...... Wired MA Controller ❑PAR-33MAA Simple MA Controller ❑PAC-YT53CRAU Touch MA Controller ❑PAR-CT01 MAU-SB .......................... Wired Remote Sensor ❑PAC-SE41TS-E ..... ... _ ......... _ ............. Lockdown Bracket for Wireless,Hand-held,Remote Controller ❑RCMKP1CB ......... ......... -- ........................_ _....._._...... Wireless Tempeauture and Humidity Sensor ❑PAC-USWHS003-TH-1 ................ ......... ... Outside Air Sensor for MHK1 o MOS1 _._.. ......... .......... ........... --- .............................. Flush Mount Remote Temperature Sensor o PAC-USSEN001-FM-1 --..............._ ....................... ........................ . .................................... - ......... ........ _.__. ......... Wireless Interface ❑PAC-USWHSW2-WF-1 ---. ......... ..__.... Thermostat Interface ❑PAC-US444CN-1 ............... _.. _......_.... ........_.. ... ._... ._ kumo station® ❑PAC-WHS01HC-E .... ......... USNAP Interface ❑PAC-WHS0IUP-E _........... .... .............. IT Extender ❑PAC-WHS011E-E BACnet®and MODBUS®Interface ❑PAC-UKPRC001-CN-1 ......... External Fan/Heater Control Relay Adapter ❑CN24RELAY KIT-CM3 .................................................... _._.._.. .......... Connector cable for remote display ❑PAC4SA88HA-EP —_._... ..........___..... ................................... —......._.. ......... ........................._..--- ._.._._........_._..--- ........... Connector for CN32(remote ontoff) in PAC-SE55RA-E -. .. ......... --- _................... __ ......... _ ..... --- - .. .............. —. Remote Operation Adapter(with wire terminals for remote ON/OFF and operation status/error)' ❑PAC-SF40RM-E ......... .................. Bottom Realm Plate(Converts low-profile ducted indoor unit from rear return to bottom return) ❑BRP-1 ................... ...... ............ ... -- —........_ —_.._ External Drain Pump ❑PAC-KE07DM-E _ - ... ... ........- .__- _ Blue Diamond Sensor Extension Cable-15 FL in C13-103 - ...._..—---------- ..._........ --....__........-... -- ....... ........-- ---- ........ _............................ - . .. .. .._....._ Blue Diamond Alarm Extension Cable-8.5 Ft. in C13-192 ..........._.......I............_._.. .... ._..._............................. ..................--_._.__ ..........._......................_...._......._............................... .........., Blue Diamond WINTank—collection tank for use with multiple pumps ❑C21-014 j .... .................._...... .......,....._.._..- -- { Blue Diamond Rubber Foot Pads ❑F10-010 ..........._..........................._..- __......._ ............._.. __......-_.._.... _ --— . .. ...._....._; Mini Condensate Pump-230V application o S130-230 ......... ._ .............._. MegaBlue Advanced Blue Diamond Condensate Pump w/Reservoir&Sensor ❑X87-835-110 to 250V .... -.......................... ..........................__... MaxiBlue Advanced Blue Diamond Mini Condensate Pump w/Reservoir&Sensor(110V)up to 48,000 Btu/h ❑X87-711-110V [recommended] .......... MaxiBlue Advanced Blue Diamond Mini Condensate Pump w/Reservoir&Sensor(208/230V)up to 48,000 Btu/h ❑X87-721-2081230V [recommended] Drain Pan Level Sensor(Control for indoor unit shut off to prevent drain pan overflow) ❑DPLS2 3 Pole Disconnect Switch(30A/600VUL)[fits 2'X4'utlity]-Black ❑TAZ-MS303 ......... ..... . 3 Pole Disconnect Switch(30A/600VUL)[fits 2"X4"utility]-White a TAZ-MS303W 1/4"x 3/8'x 15'/1/Y Lineset(resin-Tube Insulation) in MLS143812T-15 ........_...... _. .. 1/4"x 3/8'xW/112"Lineset(resin-Tube Insulation) ❑MLS143812T-30 1/4"x 3/8"x 5(r/1/2"Lineset(Twin-Tube Insulation) ❑MLS143812T-50 .......- _..-- 1/4'x 3/8"x 66/1/2"Lineset(Twin-Tube Insulation) ❑MILS 143812 -65 ....................---. ---- —_...._.. _..---. ..__... _....---- ......... 114 x 3/8 x 1W/1/7 Lineset(Twin-Tube Insulation) MPLS385812 -10 _ .................................... --- _ Unable to use with wireless remote controller Specifications are subject to change without notice. 24 C 2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. DIMENSIONS: ! I ' 315(1}19*2 Drain a O.D.a32(1-114)) Unit:mill(inch) r ) (Enb�draink o) +s+e Sue + t t n i 9(W1— 4.14d OM-W 8)Sk11 tt 1R 37fl-IM-732SW 2•E s2.9 1111 Li2.9 1nt I .._....... 1 I � d a a < 10, G AY Air z -g 0 otlet kid a a lr,� Y +er92 R�R ' 41 az u nwneonitcnl g� B(+-+sna Drain i e(O.D.e32 1-1/4 Kn tod hale 1. 2 y MdoafaMoorconnKftline) Knockout hole e27 1-Y32 tF2tA2 Aemob controller kanembekin line) g# + Conti box ' $ ++e 4+ef92) (2 Terminal- .. OndoodaAdocr oDmn 2- 1l8 a21M Ter iing 9neZ d 270 Terminal block mote controller transmission line 2■ IT rant i ram drKl Diahplpe(O.D.a32(1-1141) We connection((se) Ile a mnkeD n O akll (Spontaneous draining) Les ern 30D n sx�xn,z B " door gcn.i le") & _---— a q Caling surface Access door Nots2 r F Y�2 em dre amm door et me sopanbd postion properly /rV JA Ll J br sew rrehtenaroe. Drain hose .D.e32 1-1/4 W sory Required space for service and maintenance mm(in.) nsizas A B C D E F I G I H J K L M N 1 Gas i kBWffi 700 752 798 660 7 800 5 500 16 839 790 ins 7n 1a11 in6 1-1# a9.52(3/8) 900952 9M 060 800 1000 880 700 1039 990 7nq(rr-1m lzanW P�7M 9 P4I1 " PNA) 7 (POP *= (39) e6.35(tla) 1110 1152 1198 1,050 11 1000 � 10601......9 900 24 12 �90 Note1.Use M10 screw for the suspension boB(field supply). 2. Keep the service space for the maintenance at the bottom. � �' 3. This chart indicates for size kBtum e 15 model,which has 3 fans. Saes m 09,12 kBt models have 2lane. :t ELECTRIC Sizes lu/h model OB kBodel has 4 fans. 4. When an inlet duct is used,remove the air filler(supply with the unit),then install die fitter(field supply)at suction side. COOLING & HEAT I N G 1340 Satelitte Boulevard,Suwanee,GA 30024 Toll Free:800-433-4822 www.mehvac.com FORM#SEZ-KD09NA4 FOR MXZ-C MULTI-ZONE HEAT-PUMP 0- SYSTEMS-201811 IrkM4k Specifications are subject to change without notice. ©25 2018 Mitsubishi Electric Tirane HVAC US LLC.All rights reserved. REQUIREMENTSP-SERIES TWINNING i a NING,HEAT PUMP&HYPER-HEAT PUMP SYSTEMS Job Name: System Reference: Date: Indoor Units: _ ......... ............. nn PEA-IRIS 1A8 PEADA12,1111AA7 1R."12,18W PLIM12,1EEA7 PICA-Al2,18 P%O Al2,1BAA7 Outloor Unb: it W"th's"�«'k#.,, ..A : ow i7i 1�I M _...___ ......_ _..... ........ ....... .-_.... ....................__._ __ ........................................................... ____. ___.. .......... ........... ...................... .......... PUYIPUZ-A24,36NHA6 PUYIPUZ-36NKA7 PUY/PUZA24,36NHA6-8S PUYIPUZ-36NKA7-8S PUZ-HA24NHA1 PUZ-HA36NHAB A PUY/PUZ24NHA7 PUZ-HA36NKA PUYiPUZ-A24NHA7-BS GENERAL FEATURES • Through tw nni g,operate two ndoor units from one outdoor and—ideal for single area and unusually shaped rooms/zones or Tong narrow roonWzone appli abona • One hardwired,wall-mourted MA Controller simultaneously controls both indoor units Supply power wmng is oonneded to the outdoor unit power supply terminals • A-Control.Wire from S1-S2-W on the outdoor unit diredy to indoor unit 1 and then to indoor unit 2 • Control signet is transmded between outdoor unit and both indoor units via data rn r the power connections • Required Accessory for Combining Indoor Units:MSDD-50TR-E Dii;Obution Pipe Kit(includes one distribution pipe each for Iquid and gas,and choice djoint adapters Specifications are subject to change without notice. ®2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 26 TWINNING REQUIREMENTS alErloor Urws Indoor Lkft x 2 ......... PUVIPUZ-A24NHA6 PEA-Al2AA6 PKA-Al2HA6 PLA-A128A6 PUV/PUZ-A36NHA6 PEA-Al8AA6 PKA-A18HA6 PLA-A18RA6 PUZ-HA36NKA PEA-Al8AA6 PKA-A18HA6 PLA-Al8RA6 _.........._ Outdoor Units Indoor Unks:2 PUV/PUZ-A24NHA7 PEAD-Al2AA7 PKA-Al2HA7 PLA.Al2EAT PVA-Al2AA7 PKA Al2LA PUVIPUZ-A36NKA7 PEADa118AA7 - PLA-A18EA7' - ...._ ............. _ ... ......... __......._. .............._........._._._. PUZ-HA24NHA1 PFJID.Al2AA7PK"�Ia7 PLA Al2EA7 PVA-Al2AA7 ......... ___ -----._ _...._. ....__--._ ........ ___. ......... PUZ-HA36NHA5lPUZ-HA36NKA PEAR#11AA7 A7aA PLA-A18FAV PVA-A18AA7 PKA 'Refer to the piping length limitation Please refer to Twinning Application Piping Information for special case rules. (Fig. 1) Indoor unit PIPE SIM AND LIMrT TO REFRIGERANT PIPE __ B AaWldplpelengrth(m) H ttDlRerence(m) Number L Indoor unit Indoor-Outdoor A+B+C= wKbo&ouwoof htdoon0uldoor Indoor-Outdoor `' ..................... ri165 R(50m) orlessi H. h• 15orless 28R(&n) aeft(aolrl) 3n(1m) = Distributing pipe 245R(75m) orIm alw orlaee or less Outdoor unit •2 Limit the nurdW all"eMe for rginger.tt pyres to Bin each of the(A+B)end(A+C)nrtpee See the insfallabor,manual provided with the mein unit for details on dWgd M pipe length and refrigerant additional charge amount. A • r Maid murn total piping length for PUV/PUZ-A24,36: - with 2x PLA-Al2EA7 is 5911(18m) - with 2x PLA-A18EA7 is 9811(30m) All other oombinations is 165 R(50m) • Ma>dmum total piping length for PUZ44AM Outdoor Units:245 It(75m) • Mapmum height difference from IOU to IOU:3 R(1m) • Mmdmurn length difference from IOU to IDU:26 R(8m) • Mabmurn height difference from ODU to IDUs:100 R(31 m);rote:piping Ierglhs to each IDU unit do not have to be equal • For the NHA6 generation:both IDUs must have the same®panty,but do not have to be the same style.(PFA,PFAD,PKA,PLA,and PVA IDUst can be combined for one system. For the NHMA7 generation,the some indoor unit types must be used. • Twinned IDUs operate simultaneously only;individual IDU control is not available • One MA Controller controls both IDUs simultaneously • Temperature selpdnl is set from the MA Controller,choose one of three options on the controller to eel the temperature sensing Average of the data from both IDU return air sensors(factory setting) - Data from the return air sensor in the IDU directly connected to the MA Controller - Data from the sensor in the MA Controller only OOU is automatically controlled using Mitsubishi Fledric's INVERTER Tecnoogy;compreasor,frequency,and LFV position will be adjusted as needed to maintain selected room conditions • Refer to P-Series Installation or Techrical Service Manuals or wing dagranm 1340 Satellite Boulevard.Suwanee,GA 30024 Toll Free:800-433A822 www.mehvac.com FORM#M_PSeries_Twinning_Requiremants-202107 Specifications are subject to change without notice. ®2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 27 Submittal Documents • MULTI-ZONE Job Name: System Reference: Date: y 6 ,efr FEATURES • Compatible with M-and PSeries and CITY MULTI*indoor units.Branch box required for connection with M-and P-Series • Variable speed INVERTER-driven compressor • Seacoast protection on heat exchanger and base panel(rated for 2,000 hrs in accordance with ASTM B117 testing) • Thermal Differential 1•F(with PAC-MKA32152BC only) • Built-in base pan heater • Quiet outdoor unit operation,rated sound pressure as low as 51 dB(A) • High pressure protection • Compressor thermal protection • Compressor overcurent detection • Fan motor overheating/voltage protection • Hyper-heating performance offers 100%heating capacity at 5•F and 75%heating capacity at-13'F ENERGY STAR products are third-party certYfed by an EPA-recognhed Gerdflcetbn Body. SPECIFICATIONS: _ ...... _.._._ Meadmua Capacity BTUm 4e,000//4e,000//4e.O00 Rated Capacity BTU/H 48,000 It 48,0O0//48,000 Coding'(Non-Ducted//Mix ll Ducted) Minimum Capacity M/H 16,000/l 16,000//16,000 Maximum Power Input W 3,665 I/3,930//4,245 Rated Power Input W 3.665//3,930//4,245 Power Factor(2O8V,230V) % _ 98.5,98.5 H98.5,98.5//98.5,98.5 ........._ Maximum Capacity BTU/H 54,000//54,0O0//54,000 ........... Rated Capacity BTU/H 54,000//54,0D0 I/54,000 Hosting at 47'F2(Non.Ductecl ll Mix// Minimum Capacity BTU/H 27,000//27,000#27,000 Ducted) Maximum Power Input W 3,955I14,335/I4,795 Rated Power Input W 3,955114,335/14,795 Power Factor(2O8V,230V) % 98.5,98.5//98.5,98.51198.5,98.5 Maximum Capacity BTU/H 64,0001154,OD0It 54,000 __._.._i......._.__......._.._......._.....__ Healing at 17•F'(Non-Ducted//Mix// Rated Capacity BTU/H 39,000//Sill//39,000 Ducted) _.._.._____......---._......_...._..._. _ Maximum Power Input W 6,330 N 7,750//8,6D0 ................................._......................_ _.......................- Rated Power Input w _ _ _ 4,230//4,eB0//5,130 Heat' at 5°F' Non4)uc1nd#Hx# Maximum Ca BTUIH 64 n9 ( PecttY ,000 4 54,000 8 54,OD0 Ducted) Maximum Power Input W 7,915//8,120 ff 8,330 SEER 23.0//19.75//16.5 EER' 13.1/!12.2/l 11,3 HSPF(N) 12.0 I/11.5//11.0 Efficiency(Non-Duded At Mon//Ducted) COP at 47°F2 4.0/!3.65 tt 3.3 COP at 17'1`at Msudmum Cspscity' 2.5//2.0//1.8 COP at 5"F at Maximum Capacity' 2.1//1.95//1.9 :............... ............... ENERGY STAR'Certified Yes//No//No j EWdeWW Power Requirements V F euency 208/230,1,60 ..........._................ Guaranteed Voltage Range VAC 187-253 .............. Voltage:Indoor-Outdoor,S1 S2 VAC 208(230 Voltage:Indoor-Outdoor,S2S3 V DC 24 Shari-circuit Current Rating(SCCR) kA 5 Recommended Fuse/Breaker Sae if Branch Box Powered by A 40(45) Electrical Outdoor Unit Recommended Fuae/B reaker Size without Branch Box or A 40 Branch Box Powered Separate Recommended Wire Size AWG 6 _-_.. _.._..........._-.-____._...... ........... _. ......... ... ......... ....._....._.._ MCA if Branch Box Powered by Oudoor Unit A 42.0 MOCP if Branch Box Powered by OWow Unit A 50 MCA without Branch Box or Branch Sm Powered S4pelar A 36 j MOCP without Branch Box or Branch Box Powered Separate A 40 Fan Motor Full Load Amperage A 0.6+0.6 Airflow Rate(Cooling!Heating) GEM 3,885/3,885 Refrigerant Control LEV Defrost Method _ Reverse Cycle _._...___....................................................................... _. Heat Exchanger Type Plate fin mil Heat Exchanger Coating Blue Fin Coating .;_..... Sound Pressure Lead,Cooling' dB(A) 51 Sound Pressure Level,Heating' dB(A) _..54 Compressor Type Hermetic Compressor Model ANB33FJSMT Compressor Motor Output kW 3.4 Outdoor unit Compressor Rated Load Amps A _____....._.. 19 Compressor Lacked Rotor Amps A 22.0 ....................._....---- ---.......----------= Compressor Oil Type I/Charge 0¢. FV50S 11 73 _................ _... _........... _._. Base Pan Heater Built-in ... ....._-_____..__....................... W:In.[mm] 41-11/32(1,050] Unit Dimensions D:In.[mm] 13[3301 H:In.[mm] 52-11/16[1,3381 W:In.[mm] 43[1,0901 Package Dimensions D:In.[mm] 18[450] H:In.(mm] 57[1,430] Unit Weight Lbs.[kg] 278[126] Package Weight Lbs.[kg] 302(137] NOTES: AHRI Rated Conditions 'Cooling(Indoor//Outdoor) •F e0 DB,67 WB/l 95 DB,75 WB (Rated data a determined at a fixed compressor speed) 'Heating at 47•F(Indoor//Outdoor) 'F 70 DR,60 WB//47 DB,43 WB 'Heating at 17'F(Indoor//Outdoor) 'F 70 DB,60 WB//17 OB,15 WB Conditions 9Heating at SF(Indoor//Outdoor) -F 70 DB,60 WB//5 DB,4 WB 'Applications should be restricted to comfort cooling oriy;equipment coding applications are not recommended for low ambient temperature conditions. when 1 or more PLA-A EA7 connected Branch box should be placed within the level between the outdoor unit and indoor units 5'F DB-115'F OB when optional wind beflles are installed For actual capacity performance based on indoor unit type and number of indoor units connected,please refer to MXZ Operational Performance. Although the maximum connectable capacity is 130%,the outdoor unit carrot provide more than 100%of the rated capacity.Please utilae this over capacity capability for bad shedding or applications where it is known that all connected units will NOT be operating at the same time. Specifications are subject to change without notice. 18 0 2022 Mitsubishi Electric Trans HVAC US LLC.All rights reserved. SPECIFICATIONS: MXZ-SM48NAMHZ Coding Intake Air Temp(Mcdmum/AAktkrsartl 'FDB 115/23m Outdoor unit operating temperature Cooling Thermal Lockout/Re-start Temperatures 'FDB N/A/N/A range Heating Intake Air Temp(Maximum/Minimum) 'FDB 59/-13 Heating Thermal Lockout/Re-start Temperatures 'FDB -24/-14 Refrigerant Maximum Charge quantity Lbs,oz 10.0,9.0 Maximum Number of Connected IDU with Branch Box 8(6)'" Maximum Number of Connected IDU without Brand)Box 12 Indoor unit connection Minimum Number of Connected IDU with Branch Box 12,000 Minimum Number of Connected IDU withal French Box 24,000 Maximum connected capacity 62,000 Liquid Pipe Sae O.D.(Flared) In.[mm] 3/8[9.52] Gas Pipe Sae O.D.(Flared) In.[mm] 5/8[15.881 ................................._. Total Piping Length when using Branch Blot FL[m] 492[150] Total Piping Length without Branch Bar Ft.[m] 984[300] Maximum Height Difference",ODU above IDU FL[m] 1641501 Maximum Height Difference,ODU below IDU Ft.[m] 131[40] Maximum Height Difference'',between brand)bakes Ft.[m] 49[15] Piping Maximum Height Difference between IDU and IDU without Ft.[m] 49[15] brand)box Ft.[m] 49[15] Maximum Piping I.ength between ODU and Branch Box FL[m] 180[55] Farthest Piping Length from ODU to IDU with Branch Box FL[m] 262[80] Farthest Piping Length from ODU to IDU without Branch Boa Ft.[m] 492(150] Farthest Piping Length after Brai Bat Ft.[m] 82(25] Total Piping Length between Brandt Boxes and IDU Ft.[m] 311(951 Maximum Number of Bends for IDU 15 NOTFS AHRI Rated Conditions 'Cooling(Indoor//Outdoor) 'F 80 DB,67 WB//95 DB,75 WB (Rated data a determined at a fixed compressor speed) 'Heating at 47'F(Indoor//Outdoor) 'F 70 DB,60 WB//47 DB,43 WB 'Hoeing at 17'F(Indoor//Outdoor) 'F 70 OB,60 WB!/17 DB,15 WB Conditions 'Healing at 5'F(Indoor//Outdoor) 'F 70 DB,60 WB//5 IDS,4 WB 'Applications should be restricted to comfort cooling oriy.equipment coding applications are not recommended for low ambient temperature conditions. when 1 m more PLA-A EA7 connected Branch box should be placed within the level between the outdoor unlit and indoor unite 5'F DB-115'F DB when optional wind baffles are installed For acts I capacity performance based on indoor unit type and number of indoor unite connected,please refer to MV Operational Performance. Although the maximum connectable capacity is 130%,the outdoor unit cannot provide more than 100%of the rated capacity.Please utilize this over capacity capability for bad shedding or applications where it a known that all connected units will NOT be operating at the same time. Specifications are subject to change without notice- 19 0 2022 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. OUTDOOR UNIT ACCESSORIES: MXZ-SM48NAMHZ Air Deflector Vertical Air Deflector E3 ADVA .............. Air OLAk Guide Air Outlet Guide(1 Piece) 0 PAC-SH96SG-E(bw piem are raqLdred) Refrigeration Ball Valve-1/2' El BV12FFS12 ..................................... Refrigeration Bell Valve-1/4' 0 BVWFS[2 Ball Valve .........................- Refrigeration Ball Valve-318" 0 BV38FFS12 RefrigelaUpa Ball Valle 5/8 _0 BVSSFFSL2 3 Port 6'anch Box .0 P4C-AWA32BC ............................................... .......... .............................................................................. ............................................ --- - Branch Box 5 Port Branch Box rl PAC-MKA52BC Branch Box Enclosure 11 BBE-1 Centralcred Drain Pan Central Drain Pan 0 PAC-SH97OP-E Control Wre M-Net Control Wire,1,OW Roll(16-AWG,Standard,Twisted Pair,Shielded,Jacketed-Plenum rated) C] CW162S-1000 M-Net Control Wire,250'Roll(16-AWG,Standard,Twisted Pair,Shielded,Jacketed-Plenum rated) 0 CW162S-250 Control/Service Tool Maintenance Tool Interface 0 PAC-USCMS-MN-1 Distribution pipe Brazed Connection 0 MSDD-50BR-E Fare Connection 11 MSDD-SOAR-E Drain Socket Drain Socket 0 PAC-SG60DS-E Hall Guards Hail Guard 71 HG-A2 14 Gauge,4 wire MiniSpift Cable--250 ft.roll 11 S144-250 14 Gauge,4 wire MiniSplit Cable---250 ft roll D SW144-250 14 Gauge,4 wire MiniSplit Cable--50 ft.roll 0 5144-50 Mini-Split Wire 14 Gauge,4 wire MiniSplit Cabl�50 ft.roll 17 SWI44-50 16 Gauge,4 wire MiniSplit Cab1e-250 ft.roll c 3164-250 16 Gauge,4 wire MiniSplit Cable---250 ft.roll 11 SW164-250 16 Gauge,4 wire MiniSplit Cable-50 ft.roll M 5164-50 16 Gauge,4 wire MiniSplit Cable-50 ft.roll 0 SW164-50 Mounting Pad Condensing Unit Mounting Pod:24'x 47 x Y 0 ULTRIL= Outdoor Unit 3-1/4 inch Mounting Base(Pair)-Plastic ii DSD-400P Adapto,,1/2'.3/8' 11 MAC-A455JP-E Port Adapter Adaptor.1/2'x 5/8' 11 MAC-A456JP-E Adaptor.3/8"x 1/2' 11 MAC-A454JP-E Adaptor.3/8'x 5/8" 11 PAC-SG76RJ-F 18'Dual Fan Stand 13 OSMS1802M 24'Dust Fan Stand El OSMS2402M Stand Condenser Wall Bracket 0 OSWI3200OW1 Condenser Wall Bracket-Stainless Steel Finish Cl 0SWSSS Outdoor Unit Stand—12"High 11 OSMS1202M Wind Baffle Front Wind Baffle 11 WB-PA3(two places arerequired) Specifications are subject to change without notice. 20 0 2022 Mitsubishi Electric Trans HVAC US LLC.All rights reserved OUTDOOR DIMENSIONS: Unit mm -cinch, I All t . I M��N N � WI-SI{tl f I�• - sl a MI . fiI loll M I • y+ as I1 1It # «p r 1340 Satellite Boulevard Suwanee,GA 30024 Toll Free:800-433-4822 www.mehvac.com o w\rI FORM#MXZSM48NAMHZ-202209 Intertek Specifications are subject to change without notice. 21 0 2022 Mitsubishi Electric Trans HVAC US LLC.All rights reserved. Submittal Project Name: 48rock ridge rd (Revision 1) Contractor: Hvac Experts inc. Engineer: Hvac Experts inc. Architect: Milot Shala atelier Rep/Distributor: Mitsubishi Electric Trane Project Detail: Customer: 48 Rock Ridge rd Address: 48 Rock Ridge rd City: Rye State: New York Zip: 10573 Submittal Date: 6/6/2023 Submitted By: Name: GENCI HASA Company: HVAC EXPERTS INC Email: GENCIQHVACEXPERTSWESTCHESTER.COM Phone: 917-659-6051 Submittal Stage: Design Only Table Of Contents Notes.........................................................................................................................................3 EquipmentBill Of Material.........................................................................................................4 WrittenSpecifications................................................................................................................5 EquipmentSchedules.............................................................................................................11 DesignView Piping Diagrams.................................................................................................14 AutoCAD Piping&Wiring Diagrams.......................................................................................16 SubmittalDocuments..............................................................................................................17 Notes t '2 '2 0 y mm N � W m U "2 gm N 0 0 0 m o a. E 4 Q � � o o c c c c ma . QQ j 2 W 0 aa ~ "I a. uoaama a� x � a O m C L Q c LM W .�.+ tm .rr to Written Specifications Table of Contents Part1 - General..........................................................................................................................................................2 1.01 QUALITY ASSURANCE............................................................................................................................2 1.02 DELIVERY,STORAGE AND HANDLING...............................................................................................3 Part2- Warranty........................................................................................................................................................3 Part3- Controls.........................................................................................................................................................4 3.01 OVERVIEW..................................................................................................................................................4 3.02 ELECTRICAL CHARACTERISTICS.........................................................................................................5 3.03 CITY MULTI CONTROLS NETWORK.....................................................................................................5 5 Part 1 - General 1.01 QUALITY ASSURANCE 1. The units shall be listed by Electrical Testing Laboratories (ETL) and bear the ETL label. 2. All wiring shall be in accordance with the National Electrical Code (N.E.C.). 3. The units shall be manufactured in a facility registered to ISO 9001 and ISO14001 which is a set of standards applying to environmental protection set by the International Standard Organization (ISO). s 4. All units must meet or exceed the 2010 Federal minimum efficiency requirements and the ASHRAE 90.1 efficiency requirements for VRF systems. Efficiency shall be published in accordance with the Air- Conditioning, Heating, and Refrigeration Institute (AHRI) Standard 1230. 5. System start-up supervision shall be a required service to be completed by the manufacturer or a duly authorized, competent representative that has been factory trained in system configuration and operation. The representative shall provide proof of manufacturer certification indicating successful completion within no more than two (2) years prior to system installation. This certification shall be included as part of the equipment and/or controls submittals. 1.02 DELIVERY, STORAGE AND HANDLING 1. Unit shall be stored and handled according to the manufacturer's recommendation. Part 2 - Warranty The CITY MULTI units shall be covered by the manufacturer's limited warranty for a period of one (1) year parts and seven (7) year compressor to the original owner from date of installation. Installing contractor shall meet manufacturer requirements to obtain extended manufacturer's limited parts and compressor warranty for a period of ten (10) years to the original owner from date of installation. This warranty shall not include labor. Manufacturer shall have a minimum of fifteen (15) years continuous experience providing VRF systems in the U.S. market. All manufacturer technical and service manuals must be readily available for download by any local contractor should emergency service be required. Registering and sign-in requirements which may delay emergency service reference are not allowed. The CITY MULTI VRF system shall be installed by a contractor with extensive CITY MULTI install and service training. The mandatory contractor service and install training should be performed by the manufacturer. Part 3 - Controls 3.01 OVERVIEW The control system shall consist of a low voltage communication network and a web-based interface. The controls system shall gather data and generate web pages accessible through a conventional web browser on each PC 8 connected to the network. Operators shall be able to perform all normal operator functions through the web browser interface. Furnish energy conservation features such as optimal start, request-based logic, and demand level adjustment of overall system capacity as specified in the sequence. System shall be capable of email generation for remote alarm annunciation. 3.02 ELECTRICAL CHARACTERISTICS General: 1. Controller power and communications shall be via a common non-polar communications bus and shall operate at 30VDC. Wiring: 1. Control wiring shall be installed in a daisy chain configuration from indoor unit to indoor unit, to the BC controller (main and subs, if applicable) and to the outdoor unit. Control wiring to remote controllers shall be run from the indoor unit terminal block to the controller associated with that unit. 2. Control wiring for centralized controllers shall be installed in a daisy chain configuration from outdoor unit to outdoor unit, to the system controllers (centralized controllers and/or integrated web based interface), to the power supply. Wiring type: 1. Wiring shall be 2-conductor (16 AWG), twisted, stranded, shielded wire as defined by the Diamond System Builder output. 2. Network wiring shall be CAT-5 with RJ-45 connection. 3.03 CITY MULTI CONTROLS NETWORK 1. The CITY MULTI Controls Network (CMCN) consists of remote controllers, centralized controllers, and/or integrated web based interface communicating over a high-speed communication bus. The CITY MULTI Controls Network shall support operation monitoring, scheduling, occupancy, error email distribution, personal web browsers, tenant billing, online maintenance support, and integration with Building Management Systems (BMS) using either LonWorks®or BACnet® interfaces. The below figure illustrates a sample CMCN System Configuration. 9 Hue Outdoor Unit indoor Unit LLAM Remote Master Controller !Expansion OM s i ti Expansion CMCN System Configuration 1. 10 ! U � k \ ! , ! . . !§ �Q 2 Z� ■ 2� cn § ]! ! w uj {) i R ® 7|{ w $a 72 ix ° § | o l!{ 0 k —!)k § � � IE ! ■ < \§|/{ § I z � ■ � )7�`f S 8 s |> z $ !#2 ) i�$|{ B !!! ! m !!f/ -) � § \ � R `), , s Hl jails" i to INTililill a a i S 3 s a �s z z Ea E ,w m 8 E < 72 S 9xj w L m E D C 7 s D m ' E E D m _ E 8 m c �$ w 7 y m —L C ` 1 a m ¢6 0 5 m 1 D e ���333 3E o q m m zva t c c [t1 o ~ E N w 8 m ca M to Le,— n r-, OMO w Soo w T m c L CL CL ot F c c c 1- 1•= � i w lu ji Lu LU W ui w LU LU Z m co D POW co til w ca 9 ;t sC C�n C13 Im cc Im .c CL CL Nw Cl + i o cq en fpy co yy lo co, 4T1 cm, §2 \/ kJ &§ , 2} \ f/ ) t \ � } � \ � ® § � 7 ! ) ƒ cm ; t k/ \ mm 3 \ § 2FE/ ƒ 7 z / CO \ \ f = r � � 2f \�\ / f $ \ R $ m \ 2 $ o ƒ � r E i$I \ j ƒk E § % § d @ @ Rj § 2§ § u a_ W ---------------------------s-- z LL g of C �j ir--------- 'i 8 M �' m ___J S C LU ui € d cCn ------- - - w U cn t y- Q LR_ a If[ R 4. t w = yv ; z c° O k w a tj r' 1 r+ CA w � z u N 9 cq° xv � 0-4 Z o 2 � v0c *, • (� O co 0 O F oo O o °' `" IUDz V Alb v � 5 � A, f% 00 cn z - M W W , x AE� GL,0.4 U DC U a o ' W � u u Z w a ," H8 V U W O Rr J � " � E a Z 7 z V' 0. to > G. u O 00 z a w O z O a V ~ ° " v ° x � � 4 BUILDI.N9.DEPAitTMENT D EC rci� Vju.'A�E OF RYiAR,OOK SEP - 12023 938 KING STREET RYE BR06R,NY 10573 VILLAGE OF RYE BROOK 0) 3,�-046.�; BUILDING DEPARTMENT W%v iv.rvrook.ore Application for Permit to Remove, Abandon and/or Install Fuel Storage Tank (''Storage Tanks in excess of 1,100 gallons require registration with the County of Westchester) I r,lt l►l l IC'I. l l: t,\I 1': I'LlCMI'l 3 7 Approval Date: SEP 1 2 2071' --4 Permit Fee: S Approval Signature: a_ _ Other: Disapproved: (fees arc non-refundable, wrrr►aawrwrrarrrrrrr►raarwraarr,er*trrr�rrarrrrrrrr,►rrrrar*rr*rrrrrrrrattr*rtr�aa**arsarar*rrarrrrrr,►ra• REQUIREMENTS FOR RELEASE OF PERMIT& CERTIFICATE OF COMPLIANCE: l. Application Completed by Bonded, Licensed Contractor. 2. Your contractor's valid proof of liability insurance. (Village of Rye Brook must be listed as certificate holder) 3. Your contractor's valid proof of workers compensation insurance. (Form "" C105 2 or Form# U26.3 /or NY State Workers Compensation Waiver) 4. Fee per Tank: Removal,Abandonment,or Installation: S 185.00 per lank. 3. Dig Safcly New fork r (dial \11): 6. Inspection by Building Department for removal/abandonment and/or installation. 7. Submit all Nlanifests& Reports(after work has been completed). 8. Certificate of Compliance will be provided when all requirements arc fulfilled. rrr•wrarwr••rrrrrwr a raw•rarwfwRrfrrrrrrl/trrarRrrrrrrrfrrfarrfrrirrrrfrfrraarArrrrrraraftrrrrrrrrrir Application dated. , is hereby made to the Building Inspector of the Village of Rye Brook for a permit to remove,abandon,and'or install a Fuel Tank as herein described. The applicant and propeny owner,by signing this document agree that the,uhjcet fuel tank(,) will be renwced,abandoned and/or installed in confonnance-svith all applicable Village,County,State BSc Federal la►vs,cocks,rules and regulations. ••wwwwrwwawrrarrarrrrrwwaraa.trrawaaarrrarrrrrrrrrrarrrrrrrrrwrwwrwwrwrawwrawrrwwwwwrww►rwwwrwrw.*w►www Ittdicatc Pcrnuit '1'voc Installation (� • Kento+al( )• Abandonment( )/Above Ground( )• Buried in Ground() Address: p c6 'OL t 4 t SBL: /35. 8 /-1-7Zone: R-16 _'. Property Owner&Address: (r' e o l I� t_L L. I r(►%,h.k 9aIjc t�h �c Plc►,.s *t I otflo �� Phvne,; (o4b- ?�b1 - 1114(,. _Cellg: _ email: s►e_ GeoL% L Ic . (,o„n 3. Con tractor&Address: S•)&%J - pC.r P�,.,�4�! �z kt►nti � by N11.K-tsto 1'J WS�S Phones;: of l' _lv tvto S t�Cell P: • entail• — -- t��l!1 G.o`l y n►>, S 4�wn 1 t t�.t►18 ,(.`r* 4. Applicant: Phone#: Cell a: -- --__ email: 5. Indicate Fuel Typc: Fuel Oil( )• L.P.Gas(p�f•Gasoline( )•Other( ): _ 6. Number and Capacity of each Tank: 1 — 1 o O p &t V 7. Exact Location(s)of each Tank: l Q 8,12,2021 3 STATE OF NEW YORK.S51JNTY 01: WESTCHE:STER ) as: 015. ,being duly swom.deposes and states that he/she is the applicant above named, sprint name of tidistdual 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 Cbn41nm ,kolr for the legal owner and is duly authorized to make and tilt this application.inuLcatc archuco.contractor,agent,attumcy,ctc.) 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 confonnanec 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 Unifomt Fire Prevention& Building Code,the Code of the Village of Rye Brook and all other applicable laws.ordinances and regulations. Shorn to before me this 3 S t Sworn to before me this da% of' 20 day Of S 20 Z Signature of Property Owner tgnatu c of Applicant &�54111 Y Pr t name of Propert Owner Print Name ofApplicant �,`:,SNA 1VIJiU O DAVID C SLOAN —, Notary Public-State of New York N at) Public \Ulan' 4 t61ME616tM63 N0.015L6318303 Qualified In Westchester COUArY Qualified in Putnam County r,,,nusslon Expires January 20,2P� 1 MY Commission Expires Feb 28, 2027 'I hIs appllcatwn nulat he pitycrly completed in its ciltirely and must include the notari/cd .it'nalu10N) of file Icgal owner(s) ut'the athject property, and tale applicant ofrecord in the spaces pro%itivi.l. :%m application not properly completed in its entirety and or not properly signed shall he ticcnictt null and %oid and %g ill he I'dUrncd to the applicant. i Sy 12,2021 X n C p 9 J \! `J p N Ir :t (Y) C) 4 y �r, •� •' s a v 1- H u — Q� = .. 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SENOR, P.C. 90 North Central Ave. Hartsdale, NY 10530 Tel#(914)422-0070 Fax#(914)422-3009 eileen@gesenor.com February 16, 2023 Att: Mr.Steven Fews, Acting Building and Fire Inspector Village of Rye Brook Building Department 938 King Street Rye Brook, NY 10573 E-mail: stevefews@ryebrook.org Re: 'The Project' 48 Rock Ridge Road Rye Brook NY Zone R10 Section 135.28 Block 1 Lot 73 Proposed 2-1/2 Story House with In-Ground Pool General Contractor: Ms. Gesthimani Kouloukis President Geolif LLC 1 Nikki Drive White Plains ,NY 10605 Mobile phone: (646) 261-7166 E-mail: gessie(@ eolifllc.com 'The Consultant': Mr. Milot Shala Project Designer of Atelier Milot Shala, LLC & Engineer of Record, Mr. Eliot Senor, PE of Gabriel E. Senor, P.C. Dear Mr. Fews, Mr. Eliot Senor, Engineer of Record for Project in subject is herein certifying as witnessed 10" poured concrete foundation walls w/#4 horizontal &vertical reinforcing @ 36"o.c. minimum and all reinforcing bars and all concrete forms were inspected and all concrete foundation walls were built as per enclosed wall section drawing and as per enclosed photographic record of site site in subject and vieography of site in subject. Page 1 Milot Shala 'pt`;IU 73'.I t 3,1; 1272'32 GABRIEL E. SENOR, P.C. 90 North Central Ave. Hartsdale, NY 10530 Tel#(914)422-0070 Fax#(914)422-3009 eileen@gesenor.com 41 now- Page 2 Milot GABRIEL E. O. P.C. •1 North CentralAve. Hartsdale, NY 10530 • 11 1 • 11• eile nor.com Page 3 A a. r . r � f f� Y ' 1- fr � . Milot Shala �.itr.1�haa c cacai 5700;+rh19Wo Ave 3ir'e or)Riverda.e Nv 1047' 7 917 710 73'.1 F 3.17 127 2'32 GABRIEL E. SENOR, P.C. 90 North Central Ave. Hartsdale. NY 10530 Tel#(914)422-0070 Fax#(914)422-3009 eileen@gesenor.com I t .: y 4 _ r i Page 4 Milot Shala a - r-ei 7llP.:nn-31— _Si, ion Rive-da�a PJv 1047 017;i0?6'-1 F 3,17 1272132 GABRIEL E. SENOR, P.C. 90 North Central Ave. Hartsdale, NY 10530 Tel#(914)422-0070 Fax#(914)422-3009 eileen@gesenor.com Sincerely, SEAL&SIGNATURE: YRK O� SEN09 N Eliot Senor, PE, LS No•'�� Page 5 �+ 42 14 1. r�Jv :irr� : j 1 y,,�Ff sq 44 + ��f Q[ y• i 1 /1 1 I y [ B , '/ 1 ��y1�/', + ,•ram .. . r •� ', i�� �-^t'Ey�:��" r►:� .�w�_,. max, , Ir vH.�1l.F'•t 5og y l it ' t , ,.''a71r.`e ` ����.ti , �` �aaEy��',.I` �• ,f.�y/•P _ • .� ., .�r- �. a ti �� aft t 1 1 gh ` - L ;E T. ti f �' i s AL 1 i , } t 1 � T r ,'Tsr i l E� t T ` r 77" 1" � J 4140�- F'i 1 { t � 9 r, .Rk r 5 7 1V E 7 j _ � r 1 a'• y. 'mil '� ��✓.�. "'� •�� r 4.. 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I co > 00 00;0 K Z M 0-0 "Ti Z Z 0--4 •,,4 C: g to ) �)m -n 0 2 0 0 q Z < do ;0 c: C -u 0 z -� m �ZO" 0 c: X 0 c:0. 0 0 > C: > x z -A x x 1011111NEW ozP00 10 a)Ro ,zo *0 0 z K < z M 0 0"0 0 3: M 0m ox ;0 • R 0 z K c: @ 990 < F C: 0 > G) z m 0 m co -rl c--wmmb Im-n ---.i X m 0 Izo Oy 48 ROCK RIDGE DRIVE RYE BROOK NY 10573 ZONE R-10 SECTION 28 BLOCK 1 LOT 17 48 ROCK RIDGE DRIVE RYE BROOK NY 10573 m 2022.03 Milos Sh<,ala 00 z c) Ks C: 0 K x < m �o Fj t� m 00 : m om LAND SURVEYOR / ENGINEER: GABRIEL E. SENOR, P.C. 90 NORTH CENTRAL AVENUE HARTSDALE, NY 10530 T.914.422.0070 E-MAIL: EILEEN@GABRIELESENORPC. com GESTHIMANI KOULOUKIS 48 ROCK RIDGE DRIVE RYE BROOK NY 10573 T.(646) 261-7166 E.GESSIE@GEOLIFLLC.COM III, COMcheck Software Version COMcheckWeb Mechanical Compliance Certificate Mn Project Information REVI Energy Code: 2020 NYStretch Energy Code - 2018 1 ALA F 2 2 2022 Project Title: 48 Rock Ridge Rd Location: White Plains, New York DAT DtqkbatsE or-: K Climate Zone: 4a RIJILDING DEPARTMENT Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 48 Rock ridge rd Gesthimani Kouloukis Genci Hasa White Plains, New York GEOLIF LLC HVAC EXPERTS INC. 1 Nikki drive, 7 Skyline Dr, suite 350 White Plains, New York 10605 Hawthorne, New York 10532 646-261-7166 917-659-6051 gessie@geolifllc.com hvacexpertsofwestchester@gmail.c om Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed High Performance HVAC, 1.0 credit Mechanical Systems List Quantity5ystem Type & Description 1 HVAC System (Multiple-Zone): VRF Condensing Unit,Air Cooled Heat Pump Heating Mode: Capacity = 49000 kBtu/h, Proposed Efficiency = 3.70 COP, Required Efficiency = 3.52 COP Cooling Mode: Capacity = 36000 kBtu/h, Proposed Efficiency= 15.00 EER, Required Efficiency= 10.45 EER Proposed Part Load Efficiency = 15.00 IEER, Required Part Load Efficiency = 14.00 IEER Fan System: None 1 HVAC System (Multiple-Zone): VRF Condensing Unit,Air Cooled Heat Pump Heating Mode: Capacity = 49000 kBtu/h, Proposed Efficiency= 3.70 COP, Required Efficiency = 3.52 COP Cooling Mode: Capacity = 36000 kBtu/h, Proposed Efficiency = 15.00 EER, Required Efficiency= 10.45 EER Proposed Part Load Efficiency = 15.00 IEER, Required Part Load Efficiency = 14.00 IEER Fan System: None Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2020 NYStretch Energy Code-2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspec on Checklist. GENCI HASA — 09/21/2022 Name-Title Signature Date Project Title: 48 Rock Ridge Rd Report date: 09/21/22 Data filename: Page 1 of 13 S COMcheck Software Version COMcheckWeb Inspection Checklist Energy Code: 2020 NYStretch Energy Code - 2018 IECC Requirements: 64.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID _ C103.2 Plans, specifications, and/or ❑Complies [PR2]1 calculations provide all information ❑Does Not with which compliance can be determined for the mechanical ❑Not Observable systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C406 Plans, specifications, and/or ❑Complies Requirement will be met. [PR9]1 calculations provide all information ❑Does Not with which compliance can be determined for the additional energy ❑Not Observable efficiency package options. ❑Not Applicable C405.11 New parking garages and new parking ❑Complies Exception: Requirement does not apply. [PR38]3 lots powered by the energy services ❑Does Not for a building, and with 10 or greater parking spaces, provide either: 1. ❑Not Observable Panel capacity and conduit for the ❑Not Applicable future installation of minimum 208/240V 40-amp outlets for 5 percent of the total parking spaces and not less than two parking spaces; or 2. Minimum 208/240V 40-amp outlets for 5 percent of the total parking spaces and not less than two parking spaces. C405.12 New buildings comply with the ❑Complies Requirement will be met. [PR39]3 provisions of Appendix CA : Solar ❑Does Not Ready Zone. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 48 Rock Ridge Rd Report date: 09/21/22 Data filename: Page 2 of 13 5 Section # Footing/Foundation Inspection Complies? Comments/Assumptions 6 Req.ID L ----- C403.12.2 Snow/ice melting system and freeze ❑Complies protection systems have sensors and ❑Does Not C403.12.3 controls configured to limit service for [FO9]3 pavement temperature and outdoor ❑Not Observable temperature.future connection to ❑Not Applicable controls. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: 48 Rock Ridge Rd Report date: 09/21/22 Data filename: Page 3 of 13 Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Reg.ID C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply. C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. [PL6]3 ❑Not Observable ❑Not Applicable C404.5, Heated water supply piping conforms ❑Complies Exception. Requirement does not apply. C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. [PL6]3 ❑Not Observable ❑Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable cycle. ❑Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable cycle. ❑Not Applicable C404.7 Demand recirculation water systems ❑Complies Exception: Requirement does not apply. [PL8]3 have controls that start the pump []Does Not upon receiving a signal from the action of a user of a fixture or ❑Not Observable appliance and limits the temperature ❑Not Applicable of the water entering the cold-water piping to 104°F. C404.7 Demand recirculation water systems ❑Complies Exception: Requirement does not apply. [PL8]3 have controls that start the pump ❑Does Not upon receiving a signal from the action of a user of a fixture or ❑Not Observable appliance and limits the temperature ❑Not Applicable of the water entering the cold-water piping to 104°F. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 48 Rock Ridge Rd Report date: 09/21/22 Data filename: Page 4 of 13 Section 1 # Mechanical Rough-In Inspection Complies? Comments/Assumptions 6 Re .Il) C402.2.6 Thermally ineffective panel surfaces of ❑Complies [ME41]3 sensible heating panels have ❑Does Not insulation >= R-3.5. ❑Not Observable ❑Not Applicable C403.11.3 HVAC piping insulation insulated in ❑Complies Exception: Piping within HVAC equipment. [ME61]2 accordance with Table C403.11.3. ❑Does Not Insulation exposed to weather is protected from damage and is ❑Not Observable provided with shielding from solar ❑Not Applicable radiation. C403.11.3 HVAC piping insulation insulated in ❑Complies Exception: Requirement does not apply. [ME61]1 accordance with Table C403.11.3. ❑Does Not Insulation exposed to weather is protected from damage and is ❑Not Observable provided with shielding from solar ❑Not Applicable radiation. C403.8.4 Motors for fans that are not less than ❑Complies Requirement will be met. [ME142]2 1/12 hp and less than 1 hp are ❑Does Not electronically commutated motors or have a minimum motor efficiency of ❑Not Observable 70 percent.These motors have the ❑Not Applicable means to adjust motor speed. C403.8.4 Motors for fans that are not less than ❑Complies Exception: Requirement does not apply. [ME142]2 1/12 hp and less than 1 hp are ❑Does Not electronically commutated motors or have a minimum motor efficiency of ❑Not Observable 70 percent.These motors have the ❑Not Applicable means to adjust motor speed. C403.8.5 Each DX cooling system > 65 kBtu []Complies Exception: Requirement does not apply. [ME143]2 and chiller water/evaporative cooling ❑Does Not system with fans > 1/4 hp are designed to vary the indoor fan airflow ❑Not Observable as a function of load and comply with ❑Not Applicable detailed requirements of this section. C403.8.5 Each DX cooling system > 65 kBtu ❑Complies Exception: Requirement does not apply. [ME143]2 and chiller water/evaporative cooling ❑Does Not system with fans > 1/4 hp are designed to vary the indoor fan airflow []Not Observable as a function of load and comply with ❑Not Applicable detailed requirements of this section. C403.12.1 Systems that heat outside the building ❑Complies [ME71]2 envelope are radiant heat systems ❑Does Not controlled by an occupancy sensing device or timer switch. ❑Not Observable ❑Not Applicable C403.2.3 HVAC equipment efficiency verified. ❑Complies See the Mechanical Systems list for values. [ME55]2 ❑Does Not ❑Not Observable ❑Not Applicable 1-High Impact(Tier 1) 1 2 i Medium Impact (Tier 2) 3 i Low Impact(Tier 3) Project Title: 48 Rock Ridge Rd Report date: 09/21/22 Data filename: Page 5 of 13 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions &Re .ID C405.8.1. New traction elevators with a rise of ❑Com lies 1 75 feet or more have a power ❑Does Not [ME36]3 conversion system that complies as follows: C405.8.1.1.1 Induction motors ❑Not Observable with a Class IE2 efficiency ratings are ❑Not Applicable be used. C405.8.1.1.2 Transmissions does not reduce the efficiency of the combined motor/transmission below that shown for the Class IE2 motor for elevators with capacities below 4,000 lbs. C405.8.1.1.3 Potential energy released during motion recovered with a regenerative drive that supplies electrical energy to the building electrical system. C403.2.1 Zone isolation devices and controls ❑Complies Exception: Requirement does not apply. [ME112]3 installed where applicable. ❑Does Not ❑Not Observable ❑Not Applicable C403.2.1 Zone isolation devices and controls ❑Complies Exception: Requirement does not apply. [ME112]3 installed where applicable. ❑Does Not ❑Not Observable ❑Not Applicable C405.10 Commercial kitchen equipment shall ❑Complies [ME37]3 comply with the minimum efficiency ❑Does Not requirements of Tables C405.9(1) ❑Not Observable through table C405.9(5). ❑Not Applicable C403.2.2 Natural or mechanical ventilation is ❑Complies [ME59]1 provided in accordance with ❑Does Not International Mechanical Code Chapter 4. Mechanical ventilation has ❑Not Observable capability to reduce outdoor air supply ❑Not Applicable to minimum per IMC Chapter 4. C403.7.1 Demand control ventilation provided ❑Complies [ME59]1 for spaces >500 ft2 and >25 ❑Does Not people/1000 ft2 occupant density and served by systems with air side ❑Not Observable economizer, auto modulating outside ❑Not Applicable air damper control, or design airflow >3,000 cfm. C403.7.2 Enclosed parking garage ventilation ❑Complies [ME115]3 has automatic contaminant detection ❑Does Not and capacity to stage or modulate ❑Not Observable fans to 50%or less of design capacity. ❑Not Applicable C403.7.3 Units that provide ventilation air to ❑Complies [ME140]3 multiple zones and operate in ❑Does Not combination with zone heating and cooling systems do not use heating or ❑Not Observable heat recovery to warm supply air to a ❑Not Applicable temperature greater than 60°F when representative building loads or outdoor air temperatures indicate that the majority of zones require cooling. C403.7.6 HVAC systems serving guestrooms in ❑Complies [ME141]3 Group R-1 buildings with > 50 ❑Does Not guestrooms: Each guestroom is provided with controls that ❑Not Observable automatically manage temperature ❑Not Applicable setpoint and ventilation (see sections C403.7.6.1 and C403.7.6.2). 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) _ - _. Project Title: 48 Rock Ridge Rd Report date: 09/21/22 Data filename: Page 6 of 13 Section # Mechanical Rough-in Inspection Complies? Comments/Assumptions & Req.ID ------ C403.7.4 Exhaust air energy recovery on ❑Complies [ME57]1 systems meeting Table C403.7.4(1) ❑Does Not and C403.7.4(2). ❑Not Observable ❑Not Applicable --- - -— -- .. __........... -- - ---- _ .._...--- C403.7.5 Kitchen exhaust systems comply with ❑Complies [ME116]3 replacement air and conditioned ❑Does Not supply air limitations, and satisfy hood rating requirements and maximum ❑Not Observable exhaust rate criteria. See section ❑Not Applicable details. C403.11.1 HVAC ducts and plenums insulated in ❑Complies accordance with C403.11.1 and ❑Does Not C403.11.2 constructed in accordance with [ME60]2 C403.11.2,verification may need to ❑Not Observable occur during Foundation Inspection. ❑Not Applicable C403.4.1. Hydronic and multizone HVAC system ❑Complies Exception: Requirement does not apply. 1 controls are VAV fans driven by ❑Does Not [ME75]2 mechanical or electrical variable speed drive per Table C403.4.1.1. ❑Not Observable ❑Not Applicable C403.4.1. Hydronic and multizone HVAC system ❑Complies Exception: Requirement does not apply. 1 controls are VAV fans driven by ❑Does Not [ME75]2 mechanical or electrical variable speed drive per Table C403.4.1.1. ❑Not Observable ❑Not Applicable C403.4.1. VAV fans have static pressure sensors ❑Complies Exception: Requirement does not apply. 2 located so controller setpoint <=1.2 ❑Does Not [ME67]2 w.c.. ❑Not Observable ❑Not Applicable C403.4.1. VAV fans have static pressure sensors ❑Complies Exception. Requirement does not apply. 2 located so controller setpoint <=1.2 ❑Does Not [ME67]2 w.c.. ❑Not Observable ❑Not Applicable C403.4.3. Closed-circuit cooling tower within ❑Complies Exception. Requirement does not apply. 3.2 heat pump loop have either automatic ❑Does Not [ME121]3 bypass valve or lower leakage positive closure dampers.Open-circuit tower ❑Not Observable within heat pump loop have automatic ❑Not Applicable valve to bypass all heat pump water flow around the tower.Open-or closed-circuit cooling towers used in conjunction with a separate heat exchanger have heat loss by shutting down the circulation pump on the cooling tower loop. Open-or closed circuit cooling towers have a separate heat exchanger to isolate the cooling tower from the heat pump loop, and heat loss is controlled by shutting down the circulation pump on the cooling tower loop. 1 !High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: 48 Rock Ridge Rd Report date: 09/21/22 Data filename: Page 7 of 13 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID -- —------ --- --— - ------- C403.4.3. Closed-circuit cooling tower within ❑Complies Exception: Requirement does not apply. 3.2 heat pump loop have either automatic ❑Does Not [ME121]3 bypass valve or lower leakage positive closure dampers.Open-circuit tower ❑Not Observable within heat pump loop have automatic ❑Not Applicable valve to bypass all heat pump water flow around the tower. Open-or closed-circuit cooling towers used in conjunction with a separate heat exchanger have heat loss by shutting down the circulation pump on the cooling tower loop. Open-or closed circuit cooling towers have a separate heat exchanger to isolate the cooling tower from the heat pump loop, and heat loss is controlled by shutting down the circulation pump on the cooling tower loop. C403.6.1 Supply air systems serving multiple ❑Complies Exception. Requirement does not apply. [ME130]3 zones have VAV systems with controls ❑Does Not configured to reduce the volume of air that is reheated, recooled or mixed in ❑Not Observable each zone. See section for details. ❑Not Applicable C403.6.1 Supply air systems serving multiple ❑Complies Exception Requirement does not apply. [ME130]3 zones have VAV systems with controls ❑Does Not configured to reduce the volume of air that is reheated, recooled or mixed in ❑Not Observable each zone.See section for details. ❑Not Applicable C403.6.2 Single-duct VAV systems use terminal ❑Complies Exception: Requirement does not apply. [ME131]3 devices configured to reduce the ❑Does Not supply of primary supply air before reheating or recooling takes place. ❑Not Observable ❑Not Applicable C403.6.2 Single-duct VAV systems use terminal ❑Complies Exception: Requirement does not apply. [ME131]3 devices configured to reduce the ❑Does Not supply of primary supply air before reheating or recooling takes place. ❑Not Observable ❑Not Applicable C403.6.3 Systems that have 1 warm air duct ❑Complies Exception Requirement does not apply. [ME132]3 and 1 cool air duct use terminal ❑Does Not devices configured to reduce the flow from one duct to a minimum before ❑Not Observable mixing of air from the other duct takes ❑Not Applicable place. C403.6.3 Systems that have 1 warm air duct ❑Complies Exception: Requirement does not apply. [ME132]3 and 1 cool air duct use terminal ❑Does Not devices configured to reduce the flow from one duct to a minimum before ❑Not Observable mixing of air from the other duct takes ❑Not Applicable place. C403.6.4 Individual dual-duct or mixing heating ❑Complies Exception. Requirement does not apply. [ME133]3 and cooling systems with a single fan ❑Does Not and with total capacities> 90,000 Btu/h not equipped with air ❑Not Observable economizers. ❑Not Applicable C403.6.4 Individual dual-duct or mixing heating ❑Complies Exception. Requirement does not apply. [ME133]3 and cooling systems with a single fan ❑Does Not and with total capacities> 90,000 Btu/h not equipped with air ❑Not Observable economizers. ❑Not Applicable —...--..... - -------- --------._...------. C403.6.5 Multiple zone HVAC systems have ❑Complies Exception: Requirement does not apply. [ME134]3 supply air temperature reset controls. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 48 Rock Ridge Rd Report date: 09/21/22 Data filename: Page 8 of 13 Section # Mechanical Rough-In Inspection I Complies? Comments/Assumptions & Re .ID _ I C403.6.5 Multiple zone HVAC systems have ❑Complies Exception: Requirement does not apply. [ME134]3 supply air temperature reset controls. ❑Does Not ❑Not Observable ❑Not Applicable C403.6.7 Parallel-flow fan-powered VAV air ❑Complies Exception: Requirement does not apply. [ME136]3 terminals have automatic controls ❑Does Not configured to 1)turn off the terminal fan except when space heating is ❑Not Observable required or where required for ❑Not Applicable ventilation, 2) turn on the terminal fan as the first stage of heating before the heating coil is activated, and 3) during heating for warmup or setback temperature control, either operate the terminal fan and heating coil without primary air or, reverse the terminal damper logic and provide heating from the central air handler by primary air. C403.6.7 Parallel-flow fan-powered VAV air ❑Complies Exception: Requirement does not apply. [ME136]3 terminals have automatic controls ❑Does Not configured to 1)turn off the terminal fan except when space heating is ❑Not Observable required or where required for ❑Not Applicable ventilation, 2)turn on the terminal fan as the first stage of heating before the heating coil is activated, and 3) during heating for warmup or setback temperature control, either operate the terminal fan and heating coil without primary air or, reverse the terminal damper logic and provide heating from the central air handler by primary air. C403.6.8 Systems with DDC of individual zones ❑Complies Exception. Requirement does not apply. [ME137]3 reporting to the central control panel ❑Does Not configured to reset the static pressure [:]Not Observable setpoint based on zone requiring the most pressure.The DDC is capable of ❑Not Applicable monitoring zone damper positions or have an alternative method of indicating the need for static pressure. See section for details. C403.6.8 Systems with DDC of individual zones ❑Complies Exception: Requirement does not apply. [ME137]3 reporting to the central control panel ❑Does Not configured to reset the static pressure setpoint based on zone requiring the ❑Not Observable most pressure.The DDC is capable of ❑Not Applicable monitoring zone damper positions or have an alternative method of indicating the need for static pressure. See section for details. C403.6.9 Static pressure sensors used to ❑Complies Exception: Requirement does not apply. [ME138]3 control VAV fans located such that the ❑Does Not controller setpoint is <= 1.2 inches w.c.. Where this results in one or more ❑Not Observable sensors being located downstream of ❑Not Applicable major duct splits, not less than one sensor located on each major branch. 1 High Impact(Tier 1) 2 :Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 48 Rock Ridge Rd Report date: 09/21/22 Data filename: Page 9 of 13 Section i # Mechanical Rough-In Inspection Complies? Comments/Assumptions &Re .ID C403.6.9 Static pressure sensors used to ❑Complies Exception: Requirement does not apply. [ME138]3 control VAV fans located such that the ❑Does Not controller setpoint is <= 1.2 inches w.c..Where this results in one or more ❑Not Observable sensors being located downstream of ❑Not Applicable major duct splits, not less than one sensor located on each major branch. C403.6.6 Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply. [ME135]3 of individual zone boxes have static ❑Does Not pressure setpoint reset controls. ❑Not Observable See the Mechanical Systems list for values. ❑Not Applicable C403.6.6 Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply. [ME135]3 of individual zone boxes have static ❑Does Not pressure setpoint reset controls. ❑Not Observable See the Mechanical Systems list for values. El Not Applicable C403.4.1. Heating for vestibules and air curtains ❑Complies 4 with integral heating include ❑Does Not [ME63]2 automatic controls that shut off the heating system when outdoor air ❑Not Observable temperatures> 45F. Vestibule ❑Not Applicable heating and cooling systems controlled by a thermostat in the vestibule with heating setpoint <_ 60F and cooling setpoint >= 85F. C408.2.2. Mechanical systems, Renewable ❑Complies 1 Systems, and SWH Commissioning:Air ❑Does Not [ME53]3 outlets and zone terminal devices ❑Not Observable have means for air balancing. See section details. ❑Not Applicable C403.10, Refrigerated display cases, walk-in ❑Complies C403.10.1 coolers or walk-in freezers served by ❑Does Not remote compressors and remote C403.10.2 condensers not located in a ❑Not Observable [ME123]3 condensing unit, have fan-powered ❑Not Applicable condensers that comply with Sections C403.5.1 and refrigeration compressor systems that comply with C403.5.2.. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 48 Rock Ridge Rd Report date: 09/21/22 Data filename: Page 10 of 13 section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.6 Low-voltage dry-type distribution ❑Complies Requirement will be met. [EL26]2 electric transformers meet the ❑Does Not minimum efficiency requirements of Table C405.6. ❑Not Observable ❑Not Applicable -_ ------ - _ ._..... . --- C405.7 Electric motors meet the minimum ❑Complies Requirement will be met. [EL27]2 efficiency requirements of Tables []Does Not C405.7(1)through C405.7(4). Efficiency verified through certification ❑Not Observable under an approved certification ❑Not Applicable program or the equipment efficiency ratings shall be provided by motor manufacturer(where certification programs do not exist). C405.8.2 Escalators and moving walks comply ❑Complies Exception: Requirement does not apply. [EL28]2 with ASME A17.1/CSA B44 and have ❑Does Not automatic controls configured to reduce speed to the minimum ❑Not Observable permitted speed in accordance with ❑Not Applicable ASME A17.1/CSA B44 or applicable local code when not conveying passengers. C405.9 Total voltage drop across the ❑Complies Requirement will be met. [EL29]2 combination of feeders and branch ❑Does Not circuits <= 5%. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: 48 Rock Ridge Rd Report date: 09/21/22 Data filename: Page 11 of 13 Section # Final Inspection Complies? Comments/Assumptions &Re .ID C303.3, Furnished 0&M manuals for HVAC ❑Complies C408.2.5. systems within 90 days of system ❑Does Not 3 3 acceptance. ❑Not Observable [F18] ❑Not Applicable C403.3.1 HVAC systems and equipment ❑Complies [FI27]3 capacity does not exceed calculated ❑Does Not loads. See section details. []Not Observable ❑Not Applicable C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [F147]3 Minimum one humidity control device ❑Not Observable per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [F147]3 Minimum one humidity control device per installed ❑Not Observable humidification/dehumidification ❑Not Applicable system. C403.4.1. Heat pump controls prevent ❑Complies Exception: Requirement does not apply. 1 supplemental electric resistance heat ❑Does Not [F142]3 from coming on when not needed. ❑Not Observable ❑Not Applicable C403.4.1. Heat pump controls prevent ❑Complies Exception: Requirement does not apply. 1 supplemental electric resistance heat ❑Does Not [F142]3 from coming on when not needed. ❑Not Observable ❑Not Applicable C403.4.1. Thermostatic controls have a 5 °F ❑Complies 2 deadband. ❑Does Not [F[38]3 ❑Not Observable ❑Not Applicable C403.4.1. Temperature controls have setpoint ❑Complies 3 overlap restrictions. ❑Does Not [F120]3 ❑Not Observable ❑Not Applicable C403.4.2 Each zone equipped with setback ❑Complies [F139]3 controls using automatic time clock or ❑Does Not programmable control system. ❑Not Observable ❑Not Applicable C403.2.4. Automatic Controls: Setback to 55°F ❑Complies 2.1, (heat) and 85°F (cool); 7-day clock, 2- ❑Does Not C403.2.4. hour occupant override, 10-hour 2.2 backup ❑Not Observable [F140]3 ❑Not Applicable C403.2.4. Systems include optimum start ❑Complies Requirement will be met. 2.3 controls. ❑Does Not [F141]3 ❑Not Observable ❑Not Applicable C403.2.4. Systems include optimum start ❑Complies Exception: Requirement does not apply. 2.3 controls. ❑Does Not [F141]3 ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 12 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 48 Rock Ridge Rd Report date: 09/21/22 Data filename: Page 12 of 13 Section # Final Inspection Complies? j Comments/Assumptions &Req.1 ------------ ----- .. -- - ----- - --------- - C408.1.1 Building operations and maintenance ❑Complies Requirement will be met. [FI57]1 documents will be provided to the ❑Does Not owner. Documents will cover manufacturers' information, ❑Not Observable specifications, programming ❑Not Applicable procedures and means of illustrating to owner how building, equipment and systems are intended to be installed, maintained, and operated. C408.2.1 Mechanical systems, Renewable ❑Complies [FI28]1 Systems, and SWH Commissioning: ❑Does Not Commisioning plan developed by registered design professional or ❑Not Observable approved agency. See section details. ❑Not Applicable C408.2.3. Mechanical systems, Renewable ❑Complies 1 Systems, and SWH Commissioning: ❑Does Not [FI31]1 HVAC equipment has been tested to ensure proper operation. See section ❑Not Observable details. ❑Not Applicable C408.2.3. Mechanical systems, Renewable ❑Complies 2 Systems, and SWH Commissioning: ❑Does Not [FI10]1 HVAC control systems have been tested to ensure proper operation, ❑Not Observable calibration and adjustment of controls. ❑Not Applicable See section details. C408.2.4 Mechanical systems, Renewable ❑Complies [17129]1 Systems, and SWH Commissioning: ❑Does Not Preliminary commissioning report completed and certified by registered ❑Not Observable design professional or approved ❑Not Applicable agency. See section details. _ C408.2.5. Mechanical systems, Renewable ❑Complies 1 Systems, and SWH Commissioning: ❑Does Not [F17]3 Furnished HVAC as-built drawings submitted within 90 days of system ❑Not Observable acceptance. See section details. ❑Not Applicable C408.2.5. Mechanical systems, Renewable ❑Complies 3 Systems, and SWH Commissioning:An ❑Does Not [F143]1 air and/or hydronic system balancing report is provided for HVAC systems. ❑Not Observable See section details. ❑Not Applicable _-- __.__ -- C408.2.5. Mechanical systems, Renewable ❑Complies 4 Systems, and SWH Commissioning: ❑Does Not [F130]1 Final commissioning report due to building owner within 90 days of ❑Not Observable receipt of certificate of occupancy. ❑Not Applicable See section details. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: 48 Rock Ridge Rd Report date: 09/21/22 Data filename: Page 13 of 13 ti I [E 01V[E AUG 2 4 2022 E OF RYE BROOK NG DEPARTMENT 48 Rock Ridge Dr, Rye Brook NY HVAC Load Calculations for 14VAC EXPERTS I N C . Prepared By: Genci Hasa Hvac Experts inc. 7 Skyline Dr,#350,Hawthorne, New York, 10532 917-659-6051 Wednesday, May 11, 2022 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. f Rhvac-Residential 3 Light Commercial HVAC Loads Elfte Software Development,Inc. ' Training for the Trades 48 Rock Ridge Dr, Rye Brook NY Fort Wright,KY 41011 Page 2 Project Report General Protect Information Project Title: 48 Rock Ridge Dr, Rye Brook NY Project Date: Friday, May 6, 2022 Company Name: Hvac Experts inc. Company Representative: Genci Hasa Company Address: 7 Skyline Dr, #350 Company City: Hawthorne, New York, 10532 Company Phone: 917-659-6051 Company E-Mail Address: hvacexpertsofwestchester@gmail.com Design Data Reference City: Rye Brook, New York Building Orientation: Front door faces Southwest Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 397 ft. Altitude Factor: 0.986 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 9 8.03 80% n/a 70 n/a Summer: 84 71 53% 50% 75 29 Check Figures _ Total Building Supply CFI: 2,783 CFM Per Square ft.: 0.614 Square ft. of Room Area: 4,532 Volume (ft3): 36,382 Building Loads Total Heating Required Including Ventilation Air: 71,977 Btuh 71.977 MBH Total Sensible Gain: 61,142 Btuh 95 % Total Latent Gain: 3,218 Btuh 5 % Total Cooling Required Including Ventilation Air: 64,359 Btuh Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Rhva�c-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Training for the Trades ■ 48 Rock Ridge Dr, Rye Brook NY Fort Wright,KY 41011 _ Page 3 [Load Preview Report Se Ne S S S Scope J Are G GLsi Gal Lass CFM CF�M CM Building 4532 61,142 3218 64,359 71,977 937 2,783 2,78 System 1 1,W, 9085 236 10,121 21,646 285 458 456 Zone 1 -Clg.:29%,Htg.:28% 282 3220 71 3,291 6,162 81 148 148 1-Basement Bedroom 189 2,635 37 2,672 4,953 65 122 122 5-Mech Rm 93 585 34 619 1209 16 27 2 Zone 2-Clg.:44%,Htg.:38% 822 4,808 101 4,909 8,127 107 222 222 2-Recreation Room 822 4,808 101 4,909 8,127 107 222 222 Zone 3-Clg.: 17%,Htg.:199/6 163 1,876 34 1,910 4,012 53 87 8 3-Mudroom/Laundry 163 1,876 34 1,910 4,012 53 87 8 Zone 4-Clg.: 109/6,Htg.: 151/6 77 1,129 30 1,159 3,345 44 52 5 4-Bsmt Bath 77 1,129 30 1,159 3,345 44 52 5 System 2 1,666 32,931 2,033 34,965 27,450 362 1,519 1,51 Supply Duct Latent 91 91 Zone 1 -Clg.:281%,Htg.:371% 517 11,082 748 11,830 10,140 134 511 511 7-Great Room 517 11,M 748 11,83C 10,140 134 511 511 Zone 2-Clg.:209/6,Htg.: 16% 314 7,899 76 7,975 4,461 59 364 364 9-Powder Rm 33 959 26 985 1,044 14 44 4 10-Great Hall 281 6,940 50 6,990 3,417 45 320 320 Zone 3-Clg.:21%,Htg.:141/6 335 8,338 966 9,304 3b07 50 384 384 8-Krhen 335 8,338 966 9,304 3407 50 384 384 Zone 4-Clg.: 18%,Htg.:20% 276 7.068 82 7,150 5,612 74 326 326 11-Dining Room 276 7,068 82 7,150 5,612 74 326 326 Zone 5-Clg.: 13%,Htg.:12% 223 4,986 70 5,056 3,429 45 230 230 12-Living Room 223 4,986 70 5,056 3,429 45 230 230 System 3 1,523 18,325 949 19,274 22,882 290 808 808 Supply Duct Latent 234 234 Return Duct 795 185 980 887 Zone 1 -Clg.: 12916,Htg.:16% 223 2,659 93 2,752 3,608 48 123 123 13-Bedroom 1 180 1,996 73 2,069 2409 37 92 9 14-Bath 1 43 663 20 683 800 11 31 31 Zone 2-Clg.:24%,Htg.:18% 225 5,420 91 5,511 3B97 51 250 250 21-Bath 4 52 2,002 18 2,020 1,081 14 92 9 22-Bedroom 4 173 3,417 73 3,490 2,816 37 158 158 Zone 3-Clg.:8%Mg.:7/6 206 1,773 34 1,807 1,643 22 82 8 15-Bedroom 2 166 1,744 34 1,778 1,584 21 80 8 16-Bathroom 2 40 29 0 29 60 1 1 1 Zone 4-Clg.: 10%,Htg.:9°% 210 2,173 47 2220 1,930 25 100 100 20-2nd FI Stairs&Landing 110 2,100 47 2,147 1,780 23 97 9 23-2nd FI Laundry 33 24 0 24 49 1 1 1 24-2nd FI Hall 68 50 0 50 101 1 2 2 Zone 5-Clg.: 16%,Htg.:169/6 253 3,677 76 3,753 3599 47 170 17 17-Bedroom 3 253 3,677 76 3,753 3,599 47 170 17 Zone 6-Clg.: 15%,Htg.:161/6 223 3297 91 3,388 3,596 47 152 152 18-Closet 113 643 29 672 1,108 15 30 3 19-Bathr000m 3 110 2,655 62 2,717 2,488 33 122 122 Zone 7-Clg.:6%Htg.:7/ 99 1,352 36 1,388 1,584 21 62 6 25-Open To Great Room 99 1,352 36 1,388 1,584 21 62 6 Zone 8-Clg.:9*/o,Htg.: 10% 84 1,995 61 2,056 2,138 28 92 9 26-Open To Living/Dining 84 1,995 61 2,056 2,138 28 92 9 LF hvac-Residential&Light Commercial HVAC Loads Elite Software Developmen t,Incraining for the Trades 48 Rock Ridge Dr, Rye Brook NY ortt Wright,KY 41011 Page 4 Load Preview Report (cont'd) Sen L ivs FM Scope Are Gail Gei Gei Cs sN CsFAd M Sum of room airflows may be greater than system airflow because system has multiple zones. Rhvac-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Training for the Trades 48 Rock Ridge Dr,Rye Brook NY j Fort Wright,KY 41011 Page 5 Duct Size Preview Room or SourceMirfmu tvla�dm Rough Desip S Du Du q0 Act. Duct Reg Duct Name Velad Velod Fad L/10 L Velocity Lenptl Fbw Flow ROW __Size _�Size System 1 Supply Runouts Zone 1 1-Basement Bedroom GMDD 0 750 0.0003 0.06 0.036 456.5 19.5 65- 122 7 12x6 (S R-100) 5-Mach Rm Built-In 0 750 0.01 0.1 137.4 16_ 27 1--6 6-Garage Built-In 0 750 0.01 0.1 0 0_ 0 0_0 Zone 2 2-Recreation Room 0 750 0.0003 0.06 0.023 415.3 7 7 12x6 (SR-110,SR-120) GMDD 0 750 0.0003 0.06 0.028 415.3 17.5 107 222 7 12x6 Zone 3 3 /Laundry (SR-130) GMDD 0 750 0.0003 0.06 0.024 443.1 2 530 87 6 10x6 30) Zone 4 4-Bsmt Bath(SR-140) GMDD 0 750 0.0003 0.06 0.02 381.4 5.5 44M 52 5 8x4 Other Ducts in System Supply Main Trunk GMDD 0 900 0.0003 0.07 0.309 643.5 7 270 429 12x8 (SMT-100) !� RMT-100 GMDD 0 0 0.0003 0.07 0.04 631.4 17 456 456 456 8x13 RT-110 GMDD 0 0 0.0003 0.07 0.048 547.2 15.5 228,. 228 228 6x10 RR-100 GMDD 0 0 0.0003 0.07 0.015 418 3 2281 228 228 10 12x12 RR-1 10 GMDD 0 0 0.0003 0.07 0.015 418 3 228F, 228 228 10 12x12 RT-120 GMDD 0 0 0.0003 0.07 0.013 547.2 0.5 228j 228 228 6x10 ST-300 GMDD 0 900 0.0003 0.07 0.004 369 8 971 123 123 6x8 ST-110 GMDD 0 900 0.0003 0.07 0.037 643.5 5.5 270F. 429 429 12x8 ST-120 GMDD 0 900 0.0003 0.07 0.007 510.8 9.5 151■': 227 227 8x8 ST-130 GMDD 0 900 0.0003 0.07 0.003 585 2.5 2161 325 325 10x8 ST-140 GMDD 0 900 0.0003 0.07 0.002 369 3.5 971. 123 123 6x8 ST-150 GMDD 0 900 0.0003 0.07 0 156 4 44U 52 52 6x8 System 2 Supply Runouts Zone 1 7-Great Room(SR-15t 0 750 0.0003 0.06 0.037 469.4 6 10 12x12 SR-160) GMDD 0 750 0.0003 0.06 0.028 469.4 7 134 511 10 12x12 Zone 2 9-PoMer Rm Built-In 0 750 0.01 0.1 225.2 14_ 44 1--6 10-Great Hall(SR-170 GMDD 0 750 0.0003 0.06 0.045 586.7 10.6 45 320 10 8x8 Zone 3 8-Kitchen(SR-180, GMDD 0 750 0.0003 0.06 0.038 550 6 8 12x8 SR-190) 0 750 0.0003 0.06 0.038 550 6 50 384 8 12x8 Zone 4 11-Dining Room(SR-: GMDD 0 750 0.0003 0.06 0.061 597.7 7 74M 326 10 8x8 Zone 5 12-Living Room(SR-2 GMDD 0 750 0.0003 0.06 0.022 421.7 7 45M 230 10 12x12 Other Duds In System Supply Main Trunk(SMT-160) GMDD 0 900 0.0003 0.07 0.319 743.5 15.5 348 1,487 1,487 36x8 ST-170 GMDD 0 900 0.0003 0.07 0.046 725.4 6.5 189 806 806 20x8 ST-180 GMDD 0 900 0.0003 0.07 0.03 576 4 25a 192 192 6x8 ST-190 GMDD 0 900 0.0003 0.07 0.041 658.3 10 134 512 512 14x8 R�(�: -Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Tr for the Trades 48 Rock Ridge Dr, Rye Brook NY FoWright,KY 41011 Page 6 Duct Size Preview (cont'd) Room or Source Mirimu Maximum Rough. Design SP Duct Duct Fltg q� �� Reg Duct Name _ _ velocity Velocity Factor L/100 Loss Velocity Length Flow Fo Flow Slze (Site. `ST-200 GMDD 0 900 0.0003 OD7 0.008 748.1 6.5 1� 665 16x8 ST-220 GMDD 0 900 0.0003 0.07 0.01 596.6 13.5 119V464 464 148 ST-230 GMDD 0 900 0.0003 0.07 0.002 586.8 1 74F 326 326 1Ox8 ST-240 GMDD 0 900 0.0003 0.07 0.003 576 15 67F-' 256 256 8x8 RMT-130 GMDD 0 0 0.0003 0.07 0.11 E 868 5 1,514 1,515 1,519 14x18 RR-120 GMDD 0 0 0.0003 0.07 0.123 859.6 5 1,519 1,519 1,519 18 1202 System 3 Supply Runouts Zone 1 13-13edroom 1 (SR-221 GMDD 0 750 0.01 0.05 0.019 344.2 9.5 37M 92 7 10x6 14-13ath 1 Buift-In 0 750 0.01 0.1 155.7 11_ 31 1--6 Zone 2 21-Bath 4 Buift-In 0 750 0.01 0.1 470.3 14_ 92 1--6 22-Bedroom 4(SR-23, GMDD 0 750 0.01 0.05 0.032 452.6 9513 37. 158 8 12x8 Zone 3 15-Bedroom 2(SR-24, GMDD 0 750 0.01 0.05 0.014 299.3 9.014 21. 80 7 1Ox6 16-Bathroom 2 Buift-In 0 750 0.01 0.1 6.8 1_ 1 1--6 Zone 4 20-2nd FI Stairs&Lan Buift-In 0 750 0.01 0.1 493.1 23M 97 1--6 23-2nd FI laundry Built-In 0 750 0.01 0.1 5.6 1_ 1 1--6 24-2nd FI Hall(SR-25( GMDD 0 750 0.01 0.05 0.018 374.2 35 1. 2 7 10x6 Zone 5 17-13edroom 3(SR-261 GMDD 0 750 0.01 0.05 0.022 384.8 9.5 47M 170 9 12x8 Zone 6 18-Closet Built-In 0 750 0.01 0.1 150.9 15_ 30 1--6 19-13athr000m 3(SR-2 GMDD 0 750 0.01 0.05 0.019 349.5 95 33M 122 8 12x6 Zone 7 25 Open To Great Roc(S R-280) GMDD 0 750 0.01 0.05 0.013 315.8 2.5 21- 62 6 8x4 Zone 8 26 Open To LivincyDir(SR-290) GMDD 0 750 0.01 0.05 0.015 344.2 2 280 92 7 10x6 Other Ducts in System Supply Main Trunk(SMT-250) GMDD 0 900 0.0003 0.07 0.313 757 4.5 324 736 10x14 ST-260 GMDD 0 900 0.0003 0.07 0.03 608.4 1.5 116� 338 800 ST-270 GMDD 0 900 0.0003 0.07 0.001 447 1.5 58[' 149 149 6x8 ST-280 GMDD 0 900 0.0003 0.07 0.007 469.8 11 95IL' 261 261 8x10 ST-290 GMDD 0 900 0.0003 0.07 0.042 716.4 2 2082 398 398 800 ST-310 GMDD 0 900 0.0003 0.07 0.006 536.4 10 108P 298 298 8x10 ST-320 GMDD 0 900 0.0003 0.07 0.003 435 2.5 61l 145 145 6x8 RMT-140 GMDD 0 0 0.0003 0.07 0.052 830.1 2 8071L� 807 807 1 0x1 4 RR-130 GMDD 0 0 0.0003 0.07 0.017 493.2 7 269M 269 269 10 12x12 RT-150 GMDD 0 0 0.0003 0.07 0.022 691.7 3 538ff 538 538 8x14 RT-160 GMDD 0 0 0.0003 0.07 0.064 691.7 8 538& 538 538 8x14 RR-140 GMDD 0 0 0.0003 0.07 0.063 608.9 4 2691[ 269 269 9 12x12 RR-150 GMDD 0 0 0.0003 0.07 0.024 493.2 6.5 26911- 269 269 10 12x12 RT-170 GMDD 0 0 0.0003 0.07 0.01 484.2 2 269 269 269 Sx10 Rhvee-Residential 3 Light Comrnercial HVAC Loads ■ Elite Software Development,Inc. Training for the Trades 48 Rock Ridge Dr,Rye Brook NY Fort Wright,0 41011 Page 7 Duct Size Preview (cont'd) Room or Source Mirimu Maxim Rough, Desi4__ S Du Du hkg qg qd Duct Reg Dud Name Velod Velocit Factor L/1 Lass Veloci L Flow Flow Flow Size Size -- -- - - — -- -- -- — --- -- — ST-330 GMDD 0 900 0.0003 0.07 0 186 35 21 62 6x8 ST-340 GMDD 0 900 0.0003 0.07 0.001 276 45 28 92 6x8 Summary System 1 Heating Flow: 285 Design Friction Rate: 0.061 TEL Return: 198. Cooling Flow: 456 Total Cumulative SP Loss: 0.501 TEL Supply: 145. Fan ESP: 0.501 Device SP Loss: 0.29 TEL Total: 343. Fan SP Available: 0.211 Return Loss Added to Supply: 0.116 System 2 Heating Flow: 362 Design Friction Rate: 0.061 TEL Return: 406. Cooling Flow: 1519 Total Cumulative SP Loss: 0.687 TEL Supply: 241. Fan ESP: 0.687 Device SP Loss: 0.29 TEL Total: 648. Fan SP Available: 0.397 Return Loss Added to Supply: 0.242 System 3 Heating Flow: 290 Design Friction Rate: 0.073 TEL Return: 293.22 Cooling Flow: 808 Total Cumulative SP Loss: 0.596 TEL Supply: 126. Fan ESP: 0.596 Device SP Loss: 0.29 TEL Total: 420 Fan SP Available: 0.306 Return Loss Added to Supply: 0.212 F vac-Residential&Light Commercial HVAC Load$ Elite Software Development,Inc. aining for the Trades 48 Rock Ridge Dr, Rye Brook NY rt Wright,KY 41011 Page 8 Manual D Ductsize Data - Duct System 3 - Supply ---Duct Name, etc. Type [Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.Avail SPL.Cumul ---Duct Name:SMT-250,Supplies Zones: 1,2, 3,4, 5, 6, 7, 8(16% Diversity), Fitting: 1-C, Effective Length: 30.6 Trunk 0.0003 12.9 757 0.003 Up: Fan 55 10 0.076 0.020 Rect 4.5 14 26.1 0.313 Presize 736 18 0.070 0.526 ---Duct Name: ST-260, Supplies Zones: 1, 2, 3, 7(14% Diversity), Fitting: 9-B1, Effective Length: 42.6 Trunk 0.0003 9.8 608 0.001 Up: SMT-250 55 8 0.071 0.029 Rect 1.5 10 41.1 0.030 Schedule: 1 338 4.5 0.040 0.556 ---Duct Name: SR-220, Supplies: Bedroom 1 (in Zone 1), Fittings:4-Y, 9-A1, Effective Length: 31.4 Runout, Reg: 10x6 0.01 7 344 0.006 Up: ST-270 55 5.3 0.061 0.013 Rnd 9.5 7.9 21.9 0.019 Schedule: 2 92 17.4 0.013 0.583 ---Duct Name: SR-230, Supplies: Bedroom 4(in Zone 2), Fittings:4-Y, 9-A1, Effective Length: 36.1 Runout, Reg: 12x8 0.01 8 453 0.008 Up: ST-280 55 6.2 0.088 0.023 Rnd 9.5 8.7 26.6 0.032 Presize 158 19.9 0.001 0.595 ---Duct Name: ST-270, Supplies Zones: 1, 7(3% Diversity), Effective Length: 1.5 Trunk 0.0003 7.6 447 0.001 Up: ST-280 55 6 0.056 0.000 Rect 1.5 8 0.0 0.001 Presize 149 3.5 0.032 0.564 ---Duct Name: SR-240, Supplies: Bedroom 2 (in Zone 3), Fittings:4-Y, 9-A1, Effective Length: 30.8 Runout, Reg: 10x6 0.01 7 299 0.004 Up: ST-260 55 5.5 0.047 0.010 Rnd 9.0 7.5 21.8 0.014 Schedule: 2 80 16.5 0.026 0.570 ---Duct Name: ST-280, Supplies Zones: 1, 2, 7(16% Diversity), Fitting: 12-Q1, Effective Length: 15.9 Trunk 0.0003 9.8 470 0.005 Up: ST-260 55 8 0.045 0.002 Rect 11.0 10 4.9 0.007 Presize 261 33 0.033 0.563 ---Duct Name: ST-290, Supplies Zones:4, 5, 6, 8(18% Diversity), Fitting: 9-B1, Effective Length:44.3 Trunk 0,0003 9.8 716 0.002 Up: SMT-250 55 8 0.096 0.041 Rect 2.0 10 42.3 0.042 Presize 398 6 0.028 0.568 ---Duct Name: SR-250, Supplies: 2nd FI Hall (in Zone 4), Fittings: 4-Y, 9-A1, Effective Length: 25.5 Runout, Reg: 10x6 0.01 7 374 0.003 Up: ST-290 55 5.4 0.072 0.016 Rnd 3.5 7.7 22.0 0.018 Presize 100 6.4 0.009 0.586 Rhvac-Residential A Light Commercial HVAC Loads Elite Software Development,Inc. Training for the Trades M 48 Rock Ridge Dr, Rye Brook NY Fort Wright,KY 41011 Page 9 Manual D Ductsize Data - Duct System 3 - S upply (cont'd) ---Duct Name,etc. � Type [Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.Avail SPL.Cumul ---Duct Name: ST-310,Supplies Zones: 5, 6,8(22%Diversity), Effective Length: 10.0 Trunk 0.0003 9.8 536 0.006 Up: ST-290 55 8 0.057 0.000 Rect 10.0 10 0.0 0.006 Presize 298 30 0.022 0.574 ---Duct Name: SR-260, Supplies: Bedroom 3(in Zone 5), Fittings:4-Y, 9-A1, Effective Length: 40.5 Runout, Reg: 12x8 0.01 9 385 0.005 Up: ST-310 55 6.9 0.054 0.017 Rnd 9.5 10 31.0 0.022 Schedule: 2 170 22.4 0.000 0.596 ---Duct Name: ST-320, Supplies Zones: 6,8(32% Diversity), Fitting: 12-Q1, Effective Length: 6.0 Trunk 0.0003 7.6 435 0.001 Up: ST-310 55 6 0.054 0.002 Rect 2.5 8 3.5 0.003 Presize 145 5.8 0.019 0.577 ---Duct Name: SR-270, Supplies: Bathr000m 3 (in Zone 6), Fittings:4-Y, 9-A1, Effective Length: 35.8 Runout, Reg: 12x6 0.01 8 350 0.005 Up: ST-320 55 6.2 0.053 0.014 Rnd 9.5 8.8 26.3 0.019 Schedule: 2 122 19.9 0.000 0.596 ---Duct Name: ST-330, Supplies Zone: 7, Effective Length: 3.5 Trunk 0.0003 7.6 186 0.000 Up: ST-270 55 6 0.012 0.000 Rect 3.5 8 0.0 0.000 Presize 62 8.2 0.032 0.564 ---Duct Name: SR-280, Supplies: Open To Great Room (in Zone 7), Fittings:4-Y, 9-A1, Effective Length:20.2 Runout, Reg:8x4 0.01 6 316 0.002 Up: ST-330 55 4.5 0.064 0.011 Rnd 2.5 6.9 17.7 0.013 Schedule: 2 62 3.9 0.019 0.577 ---Duct Name: ST-340, Supplies Zone: 8, Effective Length: 4.5 Trunk 0.0003 7.6 276 0.001 Up: ST-320 55 6 0.024 0.000 Rect 4.5 8 0.0 0.001 Presize 92 10.5 0.018 0.578 ---Duct Name: SR-290, Supplies: Open To Living/Dining (in Zone 8), Fittings: 4-Y, 9-A1, Effective Length:23.9 Runout, Reg: 10x6 0.01 7 344 0.001 Up: ST-340 55 5.3 0.061 0.013 Rnd 2.0 7.9 21.9 0.015 Schedule: 2 92 3.7 0.003 0.593 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity:ft./min, Temperature: F Rhvec-Residential A Light Commercial HVAC Loads Elite Software Development,Inc. Training for the Trades E 48 Rods Ridge Dr,Rye Brook NY Fort Wri KY 41011 _- Page 10 Manual D Ductsize Data - Duct System 3 - Supply (cont'd --Duct Name,etc. Type[Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fd Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.Avail SPL.Cumul Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply,they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summary —— -- - Number of active trunks: 9 — Number of active runouts: 8 Total runout outlet airflow: 876 Main trunk airflow: 736 Largest trunk diameter: 12.9 SMT-250 Largest runout diameter: 9 SR-260 Smallest trunk diameter: 7.6 ST-270 Smallest runout diameter: 6 SR-280 Supply fan external static pressure: 0.596 Supply fan device pressure losses: 0.290 Supply fan static pressure available: 0.306 Runout maximum cumulative static pressure loss: 0.596 SR-270 Return loss added to supply: 0.212 Total effective length of return (ft.): 293.2 RR-140 Total effective length of supply(ft.): 126.8 SR-270 Overall total effective length (ft.): 420.0 RR-140 to SR-270 Design overall friction rate per 100 ft.: 0.073 (Available SP x 100/TEL) System duct surface area(Scenario 1): 229.6 (Linked to duct load) Total system duct surface area: 229.6 Rhvac-Residential&Light Commerclal KVAC Loads M_ _ __ Elite Software Development,Inc. Training for the Trades 48 Rock Ridge Dr,Rye Brook NY Fort Wright,KY 41011 Page 11 Manual D Ductsize Data - Duct System 1 - Supply ---Duct Name, etc. Type[Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.Avail SPL.Cumul ---Duct Name: ST-300, Supplies Zones: 3,4(12%Diversity), Fitting:9-E2, Effective Length:9.7 Trunk 0.0003 7.6 369 0.003 Up: ST-140 55 6 0.040 0.001 Rect 8.0 8 1.7 0.004 Schedule: 1 123 18.7 0.024 0.478 ---Duct Name: SMT-100, Supplies Zones: 1, 2, 3, 4(11% Diversity), Fitting: 1-C, Effective Length: 27.0 Trunk 0.0003 10.7 644 0.005 Up: Fan 55 12 0.072 0.014 Rect 7.0 8 20.0 0.309 Schedule: 1 429 23.3 0.076 0.425 ---Duct Name: ST-110, Supplies Zones: 1, 2, 3, 4 (11% Diversity), Fitting: 9-131, Effective Length: 51.2 Trunk 0.0003 10.7 644 0.004 Up: SMT-100 55 12 0.072 0.033 Rect 5.5 8 45.7 0.037 Schedule: 1 429 18.3 0.040 0.462 ---Duct Name: SR-100, Supplies: Basement Bedroom (in Zone 1), Fittings: 9-A1,8-A1, 4-Y, Effective Length: 62.7 Runout, Reg: 12x6 0.0003 7 457 0.011 Up: ST-130 55 5.5 0.057 0.025 Rnd 19.5 7.6 43.2 0.036 Schedule: 2 122 35.7 0.001 0.501 ---Duct Name: ST-120, Supplies Zones: 2, 3,4(9% Diversity), Fitting: 9-132, Effective Length: 11.7 Trunk 0.0003 8.7 511 0.006 Up: ST-130 55 8 0.059 0.001 Rect 9.5 8 2.2 0.007 Schedule: 1 227 25.3 0.030 0.472 ---Duct Name: SR-110, Supplies: Recreation Room (in Zone 2), Fittings: 9-A1,4-Y, Effective Length: 47.8 Runout, Reg: 12x6 0.0003 7 415 0.003 Up: ST-110 55 5.7 0.048 0.020 Rnd 7.0 7.3 40.8 0.023 Schedule: 2 111 12.8 0.017 0.485 ---Duct Name: ST-130, Supplies Zones: 1, 2, 3, 4 (13% Diversity), Fitting: 9-E2, Effective Length: 5.1 Trunk 0.0003 9.8 585 0.002 Up: ST-110 55 10 0.066 0.002 Rect 2.5 8 2.6 0.003 Schedule: 1 325 7.5 0.036 0.465 ---Duct Name: SR-120, Supplies: Recreation Room (in Zone 2), Fittings: 9-A1,4-Y, Effective Length: 58.3 Runout, Reg: 12x6 0.0003 7 415 0.008 Up: ST-120 55 5.7 0.048 0.020 Rnd 17.5 7.3 40.8 0.028 Schedule: 2 111 32.1 0.002 0.500 Rhvac-Residential&Light Commercial HVAC Loads ■ Me Software Development,Inc. Training for the Trades 48 Rock Ridge Dr, Rye Brook NY Fort Wright,KY 41011 Page 12 Manual D Ductsize Data - Duct System 1 - Supply (cont'd) ---Duct Name, etc. - Type [Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing_ CFM Area SP.Avail SPL.Cumul ---Duct Name: ST-140,Supplies Zones: 3,4(12% Diversity), Fitting: 9-E2, Effective Length: 5.2 Trunk 0.0003 7.6 369 0.001 Up: ST-120 55 6 0.040 0.001 Rect 3.5 8 1.7 0.002 Schedule: 1 123 8.2 0.027 0.474 ---Duct Name: SR-130, Supplies: Mudroom/ Laundry(in Zone 3), Fittings: 9-A1,4-Y, Effective Length: 36.1 Runout, Reg: 10x6 0.0003 6 443 0.001 Up: ST-300 55 4.6 0.065 0.022 Rnd 2.0 6.7 34.1 0.024 Schedule: 2 87 3.1 0.000 0.501 ---Duct Name: ST-150, Supplies Zone: 4, Fitting: 9-132, Effective Length: 5.4 Trunk 0.0003 7.6 156 0.000 Up: ST-300 55 6 0,009 0.000 Rect 4.0 8 1.4 0.000 Schedule: 1 52 9.3 0.023 0.478 ---Duct Name: SR-140, Supplies: Bsmt Bath (in Zone 4), Fittings: 9-A1,4-Y, Effective Length: 31.7 Runout, Reg: 8x4 0.0003 5 381 0.003 Up: ST-150 55 3.9 0.063 0.017 Rnd 5.5 5.5 26.2 0.020 Schedule: 2 52 7.2 0.003 0.498 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity:ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summary _ Number of active trunks: 7 Number of active runouts: 5 Total runout outlet airflow: 483 Main trunk airflow: 429 Largest trunk diameter: 10.7 SMT-100 Largest runout diameter: 7 SR-100 Smallest trunk diameter: 7.6 ST-300 Smallest runout diameter: 5 SR-140 Supply fan external static pressure: 0.501 Supply fan device pressure losses: 0.290 Supply fan static pressure available: 0.211 Runout maximum cumulative static pressure loss: 0.501 SR-130 Return loss added to supply: 0.116 Total effective length of return (ft.): 198.1 RR-100 Total effective length of supply(ft.): 145.8 SR-130 Overall total effective length (ft.): 343.9 RR-100 to SR-130 Design overall friction rate per 100 ft.: 0.061 (Available SP x 100/TEL) Rhvac-Residential A Light Commercial HVAC Load* M Ellte Software Development,Inc. Training for the Trades 48 Rock Ridge Dr,Rye Brook NY Fort Wright,KY 41011 Page 13 Manual D Ductsize Data - Duct System 1 - Supply (cont'd) ] Summary System duct surface area(Scenario 1): 201.7 (Linked to duct load) Total system duct surface area: 201.7 E c-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. ng for the Trades 48 Rock Ridge Dr, Rye Brook NY ri Wright,KY 41011 Page 14 Manual D Ductsize Data - Duct System 2 - Supply ---Duct Name, etc. Type[Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.Avail SPL.Cumul ---Duct Name:SMT-160,Supplies Zones: 1, 2, 3,4, 5(16%Diversity), Fitting: 1-C, Effective Length: 45.5 Trunk 0.0003 17.4 744 0.010 Up: Fan 55 36 0.064 0.019 Rect 15.5 8 30.0 0.319 Schedule: 1 1,487 113.7 0.127 0.561 ---Duct Name: ST-170, Supplies Zones: 2, 3,4, 5 (25% Diversity), Fitting: 9-131, Effective Length: 64.3 Trunk 0.0003 13.5 725 0.005 Up: SMT-160 55 20 0.072 0.042 Rect 6.5 8 57.8 0.046 Schedule: 1 806 30.3 0.081 0.607 ---Duct Name: ST-180, Supplies Zone: 3, Fitting: 9-61, Effective Length: 33.5 Trunk 0.0003 7.6 576 0.004 Up: SMT-160 55 6 0.089 0.026 Rect 4.0 8 29.5 0.030 Schedule: 1 192 9.3 0.097 0.590 ---Duct Name: SR-150, Supplies: Great Room (in Zone 1), Fittings: 4-G, 9-A1, Effective Length:96.6 Runout, Reg: 12x12 0.0003 10 469 0.002 Up: ST-240 55 7.8 0.038 0.035 Rnd 6.0 10.9 90.6 0.037 Presize 256 15.7 0.046 0.642 ---Duct Name: SR-160, Supplies: Great Room (in Zone 1), Fittings: 4-G, 2-A, Effective Length: 72.1 Runout, Reg: 12x12 0.0003 10 469 0.003 Up: ST-190 55 7.8 0.038 0.025 Rnd 7.0 10.9 65.1 0.028 Presize 256 18.3 0.058 0.629 ---Duct Name: ST-190, Supplies Zone: 1, Fitting: 9-61, Effective Length: 59.3 Trunk 0.0003 11.5 658 0.007 Up: SMT-160 55 14 0.069 0.034 Rect 10.0 8 49.3 0.041 Schedule: 1 512 36.7 0.086 0.602 ---Duct Name: SR-170, Supplies: Great Hall (in Zone 2), Fittings: 4-G, 2-A, Effective Length: 78.5 Runout, Reg: 8x8 0.0003 10 587 0.006 Up: ST-170 55 7.8 0.058 0.039 Rnd 10.6 10.9 67.9 0.045 Presize 320 27.8 0.036 0.652 ---Duct Name: ST-200, Supplies Zones: 3,4, 5 (11% Diversity), Fitting: 9-E2, Effective Length: 9.8 Trunk 0.0003 12.2 748 0.005 Up: ST-170 55 16 0.083 0.003 Rect 6.5 8 3.3 0.008 Schedule: 1 665 26 0.073 0.615 ---Duct Name: SR-180, Supplies: Kitchen (in Zone 3), Fittings: 4-G, 2-A, Effective Length: 56.9 Runout, Reg: 12x8 0.0003 8 550 0.004 Up: ST-180 55 6.2 0.068 0.034 Rnd 6.0 8.7 50.9 0.038 Presize 192 12.6 0.059 0.629 Rhvec-Residential A Light Commercial HVAC Loads ■ Elite Software Development,Inc. Training for the Trades 48 Rock Ridge Dr, Rye Brook NY Fort Wright,KY 41011 Page 15 Manual D Ductsize Data - Duct System 2 - Supply (cont'd) ---Duct Name,etc. Type[Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing _CFM Area SP.Avail SPL.Cumul ---Duct Name:SR-190, Supplies: Kitchen (in Zone 3), Fittings:4-G, 2-A, Effective Length: 56.9 Runout, Reg: 12x8 0.0003 8 550 0.004 Up: ST-200 55 6.2 0.068 0.034 Rnd 6.0 8.7 50.9 0.038 Presize 192 12.6 0.034 0.653 ---Duct Name: ST-220, Supplies Zones:4, 5(17% Diversity), Fitting: 9-E2, Effective Length: 16.5 Trunk 0.0003 11.5 597 0.008 Up: ST-200 55 14 0.058 0.002 Rect 13.5 8 3.0 0.010 Schedule: 1 464 49.5 0.063 0.625 ---Duct Name: SR-200, Supplies: Dining Room (in Zone 4), Fittings:4-G, 9-A1, Effective Length: 101.8 Runout, Reg: 8x8 0.0003 10 598 0.004 Up: ST-230 55 7.8 0.060 0.056 Rnd 7.0 10.9 94.8 0.061 Presize 326 18.3 0.000 0.687 ---Duct Name: SR-210, Supplies: Living Room (in Zone 5), Fittings: 4-G, 2-A, Effective Length: 70.8 Runout, Reg: 12x12 0.0003 10 422 0.002 Up: ST-220 55 7.8 0.032 0.020 Rnd 7.0 10.9 63.8 0.022 Presize 230 18.3 0.041 0.647 ---Duct Name: ST-230, Supplies Zone: 4, Fitting: 9-E2, Effective Length: 3.6 Trunk 0.0003 9.8 587 0.001 Up: ST-220 55 10 0.067 0.002 Rect 1.0 8 2.6 0.002 Schedule: 1 326 3 0.061 0.627 ---Duct Name: ST-240, Supplies Zone: 1, Fitting: 9-E2, Effective Length: 3.7 Trunk 0.0003 8.7 57 Up: ST-190 55 8 0.073 0.001 3 0.002 Rect 1.5 8 2.2 0.003 Schedule: 1 256 4 0.083 0.604 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity:ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summary - - - - - - - - Number of active trunks: -- - - 8 Number of active runouts: 7 Total runout outlet airflow: 1,772 Main trunk airflow: 1,487 Largest trunk diameter: 17.4 SMT-160 Largest runout diameter: 10 SR-150 Smallest trunk diameter: 7.6 ST-180 Rhvac-Residential&Light Commercial HVAC Load* ■ Elite Software Development,Inc. Training for the Trades 48 Rock Ridge Dr, Rye Brook NY Fort Wright,KY 41011 Page 16 Manual D Ductsize Data - Duct System 2 - Supply (cont'd) Summary Smallest runout diameter: 8 SR-180 Supply fan external static pressure: 0.687 Supply fan device pressure losses: 0.290 Supply fan static pressure available: 0.397 Runout maximum cumulative static pressure loss: 0.687 SR-200 Return loss added to supply: 0.242 Total effective length of return (ft.): 406.5 RR-120 Total effective length of supply (ft.): 241.5 SR-200 Overall total effective length (ft.): 648.1 RR-120 to SR-200 Design overall friction rate per 100 ft.: 0.061 (Available SP x 100/TEL) System duct surface area (Scenario 1): 325.4 (Linked to duct load) System duct surface area(Scenario 2): 70.7 (Linked to duct load) Total system duct surface area: 396.1 Rhvac-Residential 3 Light Commercial HVAC Loads Elite Software Development,Inc. Training for the Trades 048 Rock Ridge Dr, Rye Brook NY Fort Wright,KY 41011 Page 17 Manual D Ductsize Data - Duct System 3 - Return ---Duct Name, etc. Type[Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.Avail SPL.Cumul ---Duct Name: RMT-140, Fitting: 5-11, Effective Length:60.2 Trunk 0.0003 12.9 830 0.002 Up: Fan 75 10 0.087 0.051 Rect 2.0 14 58.2 0.052 Presize 807 8 -0.160 0.212 ---Duct Name: RR-130, Fittings: 6-F, 6-C, Effective Length: 41.1 Runout, Reg: 12x12 0.0003 10 493 0.003 Up: RMT-140 75 7.8 0.041 0.014 Rnd 7.0 10.9 34.1 0.017 Presize 269 18.3 -0.143 0.017 ---Duct Name: RT-150, Fitting: 6-AT, Effective Length: 29.5 Trunk 0.0003 11.5 692 0.002 Up: RMT-140 75 8 0.074 0.020 Rect 3.0 14 26.5 0.022 Schedule: 1 538 11 -0.138 0.191 ---Duct Name: RT-160, Fitting: 10-A, Effective Length: 87.5 Trunk 0.0003 11.5 692 0.006 Up: RT-150 75 8 0.074 0.059 Rect 8.0 14 79.5 0.064 Schedule: 1 538 29.3 -0.074 0.126 ---Duct Name: RR-140, Fittings: 6-F, 10-G, Effective Length: 93.0 Runout, Reg: 12x12 0.0003 9 609 0.003 Up: RT-170 75 7 0.068 0.061 Rnd 4.0 9.8 89.0 0.063 Schedule: 2 269 9.4 0.000 0.063 ---Duct Name: RR-150, Fittings: 6-F, 6-C, Effective Length: 60.1 Runout, Reg: 12x12 0.0003 10 493 0.003 Up: RT-160 75 7.8 0.041 0.022 Rnd 6.5 10.9 53.6 0.024 Presize 269 17 -0.049 0.024 ---Duct Name: RT-170, Fitting: 6-AT, Effective Length: 23.0 Trunk 0.0003 9.8 484 0.001 Up: RT-160 75 8 0.046 0.010 Rect 2.0 10 21.0 0.010 Presize 269 6 -0.063 0.116 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. �Summary - -- Number of active trunks: 4 Number of active runouts: 3 K ac-Residential LIpM Commercial HVAC Loads EIRe Software Development,Inc. ning for the Trades ■ 48 Rock Ridge Dr, Rye Brook NY Wri ht,KY 41011 Page 18 Manual D Ductsize Data - Duct System 3 - Return (cont'd) Summary Total runout outlet airflow: 807 Main trunk airflow: 807 Largest trunk diameter: 12.9 RMT-140 Largest runout diameter: 10 RR-130 Smallest trunk diameter: 9.8 RT-170 Smallest runout diameter: 9 RR-140 Runout maximum cumulative static pressure loss: 0.063 RR-140 Return loss added to supply: 0.212 Total effective length of return (ft.): 293.2 RR-140 System duct surface area (Scenario 1): 99.1 (Linked to duct load) Total system duct surface area: 99.1 Rhvac-Residential&Light Commercial NVAC Loads Elite Software Development,Inc. Training for the Trades ■ 48 Rock Ridge Dr,Rye Brook NY Fort Wright,KY 41011 Page 19 Manual D Ductsize Data - Duct System 1 - Return ---Duct Name, etc. Type[Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing_ CFM Area SP.Avail SPL.Cumul ---Duct Name: RMT-100, Fitting:5-11, Effective Length:62.4 Trunk 0.0003 11.1 631 0.011 Up: Fan 75 8 0.065 0.029 Rect 17.0 13 45.4 0.040 Schedule: 1 456 59.5 -0.075 0.116 ---Duct Name: RT-110, Fitting: 10-A, Effective Length: 67.7 Trunk 0.0003 8.4 547 0.011 Up: RT-120 75 6 0.070 0.037 Rect 15.5 10 52.2 0.048 Schedule: 1 228 41.3 -0.015 0.055 ---Duct Name: RR-100, Fittings: 6-F, 6-ET, Effective Length: 50.2 Runout, Reg: 12x12 0.0003 10 418 0.001 Up: RT-110 75 7.8 0.030 0.014 Rnd 3.0 10.9 47.2 0.015 Presize 228 7.9 0.000 0.015 ---Duct Name: RRA 10, Fittings: 6-C, 6-L, Effective Length: 50.2 Runout, Reg: 12x12 0.0003 10 418 0.001 Up: RMT-100 75 7.8 0.030 0.014 Rnd 3.0 10.9 47.2 0.015 Presize 228 7.9 -0.060 0.015 ---Duct Name: RT-120, Fitting: 6-AT, Effective Length: 17.9 Trunk 0.0003 8.4 547 0.000 Up: RMT-100 75 6 0.070 0.012 Rect 0.5 10 17.4 0.013 Schedule: 1 228 1.3 -0.063 0.103 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summary Number of active trunks: 3 - - - - - - - Number of active runouts: 2 Total runout outlet airflow: 456 Main trunk airflow: 456 Largest trunk diameter: 11.1 RMT-100 Largest runout diameter: 10 RR-100 Smallest trunk diameter: 8.4 RT-110 Smallest runout diameter: 10 RR-100 Runout maximum cumulative static pressure loss: 0.015 RR-100 Return loss added to supply: 0.116 Total effective length of return (ft.): 198.1 RR-100 K ac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.ning for the Trades 48 Rock Ridge Dr, Rye Brook NY Wri Wright,KY 41011 Page 20 Manual D Ductsize Data - Duct System 1 - Return (cont'd) Summary System duct surface area(Scenario 1): 117.9 (Linked to duct load) Total system duct surface area: 117.9 Rhvac-Residential A Light Commercial HVAC Loads ■ She Software Development,Inc. Training for the Trades 48 Rock Ridge Dr,Rye Brook NY Fort Wright,KY 41011 Page 21J Manual D Ductsize Data - Duct System 2 - Retum ---Duct Name,eta Type[Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.Avail SPL.Cumul ---Duct Name: RMT-130, Fittings: 5-11,8-D2, Effective Length: 180.6 Trunk 0.0003 17.3 868 0.003 Up: Fan 75 14 0.065 0.115 Rect 5.0 18 175.6 0.118 Schedule: 1 1,519 26.7 -0.123 0.242 ---Duct Name: RR-120, Fittings: 6-F, 10-G, Effective Length: 225.9 Runout, Reg: 12x12 0.0003 18 860 0.003 Up: RMT-130 75 14.6 0.055 0.121 Rnd 5.0 18.7 220.9 0.123 Schedule: 2 1,519 23.6 0.000 0.123 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity:ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summary --- Number of active trunks: 1 Number of active runouts: 1 Total runout outlet airflow: 1,519 Main trunk airflow: 1,519 Largest trunk diameter: 17.3 RMT-130 Largest runout diameter: 18 RR-120 Smallest trunk diameter: 17.3 RMT-130 Smallest runout diameter: 18 RR-120 Runout maximum cumulative static pressure loss: 0.123 RR-120 Return loss added to supply: 0.242 Total effective length of return (ft.): 406.5 RR-120 System duct surface area (Scenario 1): 50.2 (Linked to duct load) Total system duct surface area: 50.2 Notes - -- Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Rhvec-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc, - Training for the Trades 48 Rock Ridge Dr,Rye Brook NY Fort Wright,KY 41011 Page rL Total Building Summary Loads Component Area Sen Lat Son Total Description Quan Loss Gain Gain Gain NY code Oper: Glazing-Double pane, clear glass, 1434.1 30,628 0 42,867 42,867 operable, as per New York Code, U-value 0.35, SHGC 0.4 111: Door-Wood- Panel With Metal Storm, U-value 0.36 40 878 0 288 288 11 J: Door-Metal - Fiberglass Core, U-value 0.6 20 480 0 60 60 R-13 basement:Wall-Block, Custom, Finished wall, R-13 265.1 9,443 0 1,765 1,765 insulation in 2 x 4 wood studs, U-value 0.584 151313-Ow-4:Wall-Basement, ,framing with R-13 sill to 730.6 3,208 0 120 120 floor in 2 x 4 cavity, core, no board insulation, plus interior finish,wood studs,4'floor depth, U-value 0.059, above grade U-value 0.093 12F-Obw: Part-Frame, R-21 insulation in 2 x 6 stud cavity, 76.5 204 0 25 25 no board insulation, brick finish,wood studs, U-value 0.065 151313-0w-4: Part-Basement, ,framing with R-13 sill to 14.9 54 0 3 3 floor in 2 x 4 cavity, core, no board insulation, plus interior finish,wood studs, 4'floor depth, U-value 0.059, above grade U-value 0.093 12F-Osw: Part-Frame, R-21 insulation in 2 x 6 stud cavity, 154.4 401 0 50 50 no board insulation, siding finish, wood studs, U- value 0.065 12F-Obw:Wall-Frame, R-21 insulation in 2 x 6 stud 1860.2 7,377 0 556 556 cavity, no board insulation, brick finish,wood studs, U-value 0.065 R-49 Ceiling Code: Roof/Ceiling-Under Attic with 1852.5 2,261 0 1,259 1,259 Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R-49 on joists, any color shingles, no radiant barrier, U-value 0.02 Vented Attic, R-49: Roof/Ceiling-Under Attic with 346.8 424 0 166 166 Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, Vented Attic, R-49 Insulation, no radiant barrier, U-value 0.02 21 B-20: Floor-Basement, Concrete slab, any thickness, 2 1343.4 1,556 0 0 0 or more feet below grade, R-3 or higher insulation installed below floor, any floor cover, shortest side of floor slab is 20'wide, U-value 0.019 20P-30: Floor-Over open crawl space or garage, Passive, 517.4 1,105 0 72 72 R-30 blanket insulation, any_co_v_er, U-value 0.035 Subtotals for structure: 58,019 0 47,231 47,231 People: 4 800 920 1,720 Equipment: 721 9,588 10,309 Lighting: 0 0 0 Ductwork: 6,339 511 2,811 3,321 Infiltration:Winter CFM: 115, Summer CFM:61 7,619 1,186 592 1,778 Ventilation:Winter CFM:0, Summer CFM:0 0 0 0 0 Total Building Load Totals: 71,977 3,218 61,142 64,359 Check Figures Total Building Supply CFM: 2,783 CFM Per Square ft.: 0.614 Square ft. of Room Area: 4,532 Volume(ft3): 36,382 Building Loads Total Heating Required Including Ventilation Air: 71,977 Btuh 71.977 MBH Total Sensible Gain: 61,142 Btuh 95 % Total Latent Gain: 3,218 Btuh 5 % Total Cooling Required Including Ventilation Air: 64,359 Btuh Rhvac-Residential&Light Commercial HVAC Load* Elite Software Development,Inc. Training for the Trades ■ 48 Rods Ridge Dr,Rye Brook NY Fort Wright,KY 41011 Page 23 Total Building Summary Loads (cont'd) Notes - Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Training for the Trades ■ 48 Rock Ridge Dr, Rye Brook NY Fort Wright,KY 41011 Page 24 Equipment Data - System 1 - Basement Cooling System Type: Air Source Heat Pump Outdoor Model: MXZ-5C42NAHZ Outdoor Manufacturer: Mitsubishi Nominal Capacity: 15,500 Adjusted Capacity: 12000 Adjusted Sensible Capacity: 12000 Efficiency: 0 SEER Heating System Type: Air Source Heat Pump Model: MXZ-5C42NAHZ Manufacturer: Mitsubishi Capacity: 48,000 Efficiency: Rhvec-Residential&Light Commercial HVAC Loads ■ Elite Software Development,Inc. Training for the Trades 48 Rock Ridge Dr, Rye Brook NY Fort Wright,KY 41011 Page 25 Equipment Data - System 2 - Main Floor Cooling System Type: Air Source Heat Pump Outdoor Model: MXZ-5C42NAHZ Outdoor Manufacturer: Mitsubishi Nominal Capacity: 42,000 Adjusted Capacity: 40000 Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 4000 Efficiency: 0 SEER Heating System Type: Air Source Heat Pump Model: MXZ-5C42NAHZ Manufacturer: Mitsubishi Capacity: 48,000 Efficiency: Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Training for the Trades 48 Rock Ridge Dr, Rye Brook NY i Fort Wright,KY 41011 Page 26 Equipment Data - System 3 - Top Floor Cooling System Type: Air Source Heat Pump Outdoor Model: MXZ-8C48NAHZ Outdoor Manufacturer: Mitsubishi Nominal Capacity: 18,000 Adjusted Capacity: 18000 Adjusted Sensible Capacity: 18000 Efficiency: 0 SEER Heating System Type: Air Source Heat Pump Model: MXZ-8C48NAHZ Manufacturer: Mitsubishi Capacity: 54,000 Efficiency: Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Training for the Trades 48 Rock Ridge Dr,Rye Brook NY Fort Wright,KY 41011 E Page 27 Manual S Performance Data - System 1 - Basement Loads and Design Conditions Cooling: Outdoor Dry Bulb: 84 Sensible Gain: 9,885 Outdoor Wet Bulb: 71 Latent Gain: 236 Indoor Dry Bulb: 75 Total Gain: 10,121 Indoor RH: 50 Load SHR: 0.98 Supply Airflow: 551 Entering Dry Bulb: 75 Entering Wet Bulb: 62.4 Heating: Outdoor Dry Bulb: 9 Sensible Loss: 21,646 Indoor Dry Bulb: 70 Entering Dry Bulb: 70.0 Indoor RH: 30 Supply Airflow: 285 Equipment Performance Data at System Design Conditions Cooling: Model Type: Air Source Heat Pump, Model: MXZ-5C42NAHZ Nominal Capacity: 15,500, Manufacturer: Mitsubishi Entered Interpolation Data: EDB EWB Air Row ODB Total Power 75 OF OF CFM OF CBtacity Input Sensible S/T Capacity Btuh 62.4 551 84 12000 0 1 1200 Interpolation Results: Percent Load of Load Sensible Capacity: 12,000 9,885 121% Latent Capacity: 0 236 0% Total Capacity: 12,000 10,121 119% Heating: Model Type: Air Source Heat Pump, Model: MXZ-5C42NAHZ, Nominal Capacity: 48,000, Manufacturer: Mitsubishi Results: Percent Load of Load Heating Capacity: 48,000 21,646 222% Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. - Training for the Trades ■ 48 Rock Ridge Dr, Rye Brook NY Fort Wright,KY 41011 Page 28 Manual S Performance Data - System 2 - Main Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 84 Sensible Gain: 32,931 Outdoor Wet Bulb: 71 Latent Gain: 2,033 Indoor Dry Bulb: 75 Total Gain: 34,965 Indoor RH: 50 Load SHR: 0.94 Supply Airflow: 1,502 Entering Dry Bulb: 75 Entering Wet Bulb: 62.4 Heating: Outdoor Dry Bulb: 9 Sensible Loss: 27,450 Indoor Dry Bulb: 70 Entering Dry Bulb: 70.0 Indoor RH: 30 Supply Airflow: 362 Equipment Performance Data at System Design Conditions Cooling: Model Type: Air Source Heat Pump, Model: MXZ-5C42NAHZ Nominal Capacity: 42,000, Manufacturer: Mitsubishi Entered Interpolation Data: EDB EWB Air Flow ODB Total Power 75 OF Capacity Input F CFM F Sensible Btu kW SIT Capacity Btu h 11 62.4 1502 84 40000 0 0.9 36090 Interpolation Results: Percent Load of Load Sensible Capacity: 36,000 327931 109% Latent Capacity: 4,000 2,033 197% Total Capacity: 40,000 34,965 114% Heating: Model Type:Air Source Heat Pump, Model: MXZ-5C42NAHZ, Nominal Capacity: 48,000, Manufacturer: Mitsubishi Results: Percent Load of Load Heating Capacity: 48,000 27,450 175% Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Training for the Trades ■ 48 Rock Ridge Dr,Rye Brook NY Fort Wright,KY 41011 Page 29 Manual S Performance Data - System 3 - Top Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 84 Sensible Gain: 18,325 Outdoor Wet Bulb: 71 Latent Gain: 949 Indoor Dry Bulb: 75 Total Gain: 19,274 Indoor RH: 50 Load SHR: 0.95 Supply Airflow: 709 Entering Dry Bulb: 76 Entering Wet Bulb: 62.8 Heating: Outdoor Dry Bulb: 9 Sensible Loss: 22,882 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.2 Indoor RH: 30 Supply Airflow: 290 Equipment Performance Data at System Design Conditions Cooling: Model Type:Air Source Heat Pump, Model: MXZ-8C48NAHZ Nominal Capacity: 18,000, Manufacturer: Mitsubishi Entered Interpolation Data: EDB EWB Air Row ODB Total Power _ 76 OF OF CFM OF CBtahlty InputSensble kW SR Capacity Btu h 62.8 76J 84 18000 0 1 1800 Interpolation Results: Percent Load of Load Sensible Capacity: 18,000 18,325 98% Latent Capacity: 0 949 0% Total Capacity: 18,000 19,274 93% Heating: Model Type: Air Source Heat Pump, Model: MXZ-8C48NAHZ, Nominal Capacity: 54,000, Manufacturer: Mitsubishi Results: Percent Load of Load Heating Capacity: 54,000 22,882 236% { PBUILDING �ISubmittaI AUG 2 y 2022 LAGE OF RYE BROOKProject Name: DEPAf�rMe 48rock ridge rd (Revision 1 ) Contractor: Hvac Experts inc. Engineer: Hvac Experts inc. Architect: Milot Shala atelier Rep/Distributor: Mitsubishi Electric Trane Project Detail: Customer: 48 Rock Ridge rd Address: 48 Rock Ridge rd City: Rye State: New York Zip: 10573 Submittal Date: 5/25/2022 Submitted By: Name: GENCI HASA Company: HVAC EXPERTS INC Email: GENCI(@ HVACEXPERTSWESTCH ESTER.COM Phone: 917-659-6051 Submittal Stage: Design Only Table Of Contents Notes.........................................................................................................................................3 EquipmentBill Of Material.........................................................................................................4 WrittenSpecifications................................................................................................................5 EquipmentSchedules.............................................................................................................12 DesignView Piping Diagrams.................................................................................................15 AutoCAD Piping&Wiring Diagrams.......................................................................................17 SubmittalDocuments..............................................................................................................18 WarrantyDocument................................................................................................................43 2 Notes 3 Quantities VTR 1-A3,CTR 1-A4,CTR 1-A5,CTR1-B1 A3 Refrigera Written Specifications Table of Contents Part1 - General..........................................................................................................................................................2 1.01 QUALITY ASSURANCE............................................................................................................................2 1.02 DELIVERY,STORAGE AND HANDLING...............................................................................................3 Part2- Warranty........................................................................................................................................................3 Part3- Controls.........................................................................................................................................................4 3.01 OVERVIEW..................................................................................................................................................4 3.02 ELECTRICAL CHARACTERISTICS.........................................................................................................5 3.03 CITY MULTI CONTROLS NETWORK.....................................................................................................5 3.04 CMCN:REMOTE CONTROLLERS...........................................................................................................6 5 Part 1 - General 1.01 QUALITY ASSURANCE 1. The units shall be listed by Electrical Testing Laboratories (ETL) and bear the ETL label. 2. All wiring shall be in accordance with the National Electrical Code (N.E.C.). 3. The units shall be manufactured in a facility registered to ISO 9001 and ISO14001 which is a set of standards applying to environmental protection set by the International Standard Organization (ISO). 6 4. All units must meet or exceed the 2010 Federal minimum efficiency requirements and the ASHRAE 90.1 efficiency requirements for VRF systems. Efficiency shall be published in accordance with the Air- Conditioning, Heating, and Refrigeration Institute (AHRI) Standard 1230. 5. System start-up supervision shall be a required service to be completed by the manufacturer or a duly authorized, competent representative that has been factory trained in system configuration and operation. The representative shall provide proof of manufacturer certification indicating successful completion within no more than two (2) years prior to system installation. This certification shall be included as part of the equipment and/or controls submittals. 1.02 DELIVERY, STORAGE AND HANDLING 1. Unit shall be stored and handled according to the manufacturer's recommendation. Part 2 - Warranty The CITY MULTI units shall be covered by the manufacturer's limited warranty for a period of one (1) year parts and seven (7) year compressor to the original owner from date of installation. Installing contractor shall meet manufacturer requirements to obtain extended manufacturer's limited parts and compressor warranty for a period of ten (10) years to the original owner from date of installation. This warranty shall not include labor. Manufacturer shall have a minimum of fifteen (15) years continuous experience providing VRF systems in the U.S. market. All manufacturer technical and service manuals must be readily available for download by any local contractor should emergency service be required. 7 Registering and sign-in requirements which may delay emergency service reference are not allowed. The CITY MULTI VRF system shall be installed by a contractor with extensive CITY MULTI install and service training. The mandatory contractor service and install training should be performed by the manufacturer. Part 3 - Controls 3.01 OVERVIEW The control system shall consist of a low voltage communication network and a web-based interface. The controls system shall gather data and generate web pages accessible through a conventional web browser on each PC s connected to the network. Operators shall be able to perform all normal operator functions through the web browser interface. Furnish energy conservation features such as optimal start, request-based logic, and demand level adjustment of overall system capacity as specified in the sequence. System shall be capable of email generation for remote alarm annunciation. 3.02 ELECTRICAL CHARACTERISTICS General: 1. Controller power and communications shall be via a common non-polar communications bus and shall operate at 30VDC. Wiring: 1. Control wiring shall be installed in a daisy chain configuration from indoor unit to indoor unit, to the BC controller (main and subs, if applicable) and to the outdoor unit. Control wiring to remote controllers shall be run from the indoor unit terminal block to the controller associated with that unit. 2. Control wiring for centralized controllers shall be installed in a daisy chain configuration from outdoor unit to outdoor unit, to the system controllers (centralized controllers and/or integrated web based interface), to the power supply. Wiring type: 1. Wiring shall be 2-conductor (16 AWG), twisted, stranded, shielded wire as defined by the Diamond System Builder output. 2. Network wiring shall be CAT-5 with RJ-45 connection. 3.03 CITY MULTI CONTROLS NETWORK 1. The CITY MULTI Controls Network (CMCN) consists of remote controllers, centralized controllers, and/or integrated web based interface communicating over a high-speed communication bus. The CITY MULTI Controls Network shall support operation monitoring, scheduling, occupancy, error email distribution, personal web browsers, tenant billing, online maintenance support, and integration with Building Management Systems (BMS) using either LonWorks® or BACnet® interfaces. The below figure illustrates a sample CMCN System Configuration. 9 HUES Outdoor Unit ` - Indoor Unit �j• LAN ; is Remote Master Controller Expans on `ZA J`=—J 1 1 1 1tli, 1AlI ]M TI Expans on -- 1 -.%) CMCN System Configuration 3.04 CMCN: REMOTE CONTROLLERS Touch MA Remote Controller: 1. The Backlit Touch MA Remote Controller shall be capable of controlling up to 16 indoor units (defined as 1 group). 2. The Backlit Touch MA Remote Controller shall only be the only controller in the group. Touch MA Remote Controller Item Description Operation Display ON/OFF Run and stop operation for a single group Each Each Group Group Switches between Cool/Drying/Auto/Fan/Heat/Setback. Operation modes vary depending on the air conditioner Operation Each Each Mode unit. Group Group Auto and Setback mode are available for the R2/WR2- Series only. 10 Sets the temperature from 32°F— 104°F depending on Temperature operation mode and indoor unit. Each Each Setting Separate COOL and HEAT mode set points available Group Group depending on central controller and connected mechanical equipment. Fan Speed Available fan speed settings depending on indoor unit. Each Each Setting Group Group Air Flow Each Each Direction Air flow direction settings vary depending on the indoor Setting unit model. Group Group Permit/ Individually prohibit operation of each local remote control Prohibit function (Start/Stop, Change operation mode, Set Each temperature, Reset filter). N/A Local *1: Centrally Controlled is displayed on the remote Group 1 Operation controller for prohibited functions. Display Measures and displays the intake temperature of the Each Indoor Unit indoor unit when the indoor unit is operating. N/A Group Intake Temp Pressing the screen lights up a backlight. The light Display automatically turns off after a certain period of time. (The N/A Each Unit Backlight brightness settings can be selected from Bright, Dark, and Light off. When an error is currently occurring on an air conditioner Error N/A Each Unit unit, the afflicted unit and the error code are displayed Operates air conditioner units in test run mode. ch Test Run *2 The display for test run mode will be the same as Garoup Gch roup *2 for normal start/stop does not display "test run"). Ventilation Up to 16 indoor units can be connected to an interlocked Each N/A Equipment system that has one LOSSNAY unit. Group Set Set temperature range limit for cooling, heating, or auto Each Each Temperature mode. Group Group Range Limit Display Color Controller can allow for the user to change the color of the Each N/A Change text and/or background. Controller 11 MITSUBISHI ELECTRIC TRANE H pdule 10 System Tag Tag Reference M-NET Adt RFS MOCP Notes/O 'ons Second floor+ basement ODU-A1 NIA 50 1.2.3,4,5 First floor ODU-B1 N/A 27 1.2.3,4,5 Notes&Options: 1 Nominal cooling capacities are 2 Nominal heating capacities are 3 Efficiency values for EER,IEEF 4 For systems with multiple modL 5 Added field charge listed is in a lZ MITSUBISHI ELECTRIC TRANE HVAC US:CITY 0 Maa Fan ESP Setting 208V230V(IN Electrical system Tag Room Name Ta Reference Model InIG) Voltage/Phase MCAIMFS Notes/Options Second floor+ SEZ- D2/006/0 14/0 2 Powered by basement bedroom 1 IDLLA1 KD09NA4R1.TF / Outdoor 1,2,3.4.5.6 Second floor+ SEZ- 02/0.0610.14/0.2 Powered by basement bedroom 2 IDU-A2 KDO9NA4Rt.TF / Outdoor 1,2,3,4.S.6 Second floor+ SEZ- 02/0.06/0.14/02 Powered by basement bedroom 3 IDLLA3 KD09NA4R1.TT / Outdwr 1,2,3,4.5.6 Second floor+ 14/0.20/02810 4 208230V/1- Powered by basement master bedroom IDLLA4 PEAD-Al2AA7 .60 ase Outdoor 1,2.3.4.5.6 Second noon+ 14/020/028104208230V/1- Powered by basement basement IDII-A5 PEAD-Al2AA7 ,60 se Outdoor 1,2,3.4.5,6 1410.20/028r04208230V/1- Powered by First floor First floor IOLLB1 PEAD-A24AA7 .60 phase Outdoor 11.2.3.4.5.6 Notes 8 Options. 1 Nominal cooling capacities are based on indoor coil 02 Nomnal heating capacities are based on indoor coil& 3 See outdoor unit schedule for outdoor ambient conditic 4 See schematic piping/control diagram for indication of 5 Full demand corrected capacity includes de-rate assoc Partial corrected capacity assumes sufficient diversity i It is the designer's responsibility to ensure-Diamond S generating tuts schedule. 6 It is recommended to always base heating corrected ci MXZ Branch Box ection Connectable to Indoor Unit number of Ind System Tag Model Number unit(Maximu uid -in(mm) Gas-in(mm) Notes!Options 318(9.52)x 4(A, Second floor+ (6.35)x 5(A, B,C,E),1/2 basement PAC-MKA52BC ,D,E f 2.7 x t E 1 Notes&Options: 1 The piping connection size differs i piping connection size of branch N branch box side. (Connected defo Indoor Units: 5/2 to 8 Capacity: 51 /24 to 62 .Connectable capacity is not actual capacity. Total Pipe Length: 0.0/492.0 feo Furthest Actual: 0.0/262.0 fei Furthest Equip.: 0,0/262.0 fei Correction Factors Outdoor Unit Capacity: 1.00 1.00 Temperature: 1.01 1.07 Piping Length: 0.98 1.00 Est. Cooling Discharge Air Temp:60.3 Defrosting: - 0.95 Est. Heabng Discharge Air Temp 98 8 User Derate: 1.00 1.00 Total Derate: 0.99 1.01 Est.Cooling Discharge Air Temp:60.3 Additional Refrigerant: 5.5 Ib Est Heating Discharge Air Temp 98 8 Total Refrigerant Amount: 16.1 Ib Conditions (`F) Est. Cooling Discharge Air Temp-60.3 Cooling Est Heating Discharge Air Temp 98.8 Indoor DB 80.0 Humidity 51.8% Indoor Outdoor DB 87.0 Heating BTU/h) Est Cooling Discharge Air Temp: 59.5 Indoor DB 70.0 Est. Heating Discharge Air Temp 93 7 Outdoor DB 12.0 Humidity 72.8% 'Outdoor Est Coding Discharge Air Temp:59.5 Est Heating Discharge Air Temp: 93.7 Indoor Units: 1 /1 to 2 Capacity: 24/12 to 24 1 Connectable capacity is not actual capacity. Total Pipe Length: 0.0/165.0 Correction factors Temperature: 1.08 0.99 ;Air Temp:58.4 Piping Length: 1 DO 1.00 -Air Temp: 101.5 Defrosting: - 1.00 User Derate: 1.00 1.00 Total Derate: 1.06 0.97 Additional Refrigerant: 0.0 Ib Total Refrigerant Amount: 7.7 lb Corrdlbons (7) Cooling Indoor DB 80.0 Humidity 51.8% Indoa Outdoor DB 87.0 Heating Indoor DB 70.0 Outdoor DB 12.0 Humidity 72.8% Outdt 48 RDdI R'dQB Id DIAGRAM SYMBOL LEGEND,, DtSKAY DENRIMQN POWER WIRE REF PIPE CONTROL WIREE First floor FUSE PIPING AND CONTROLS MKOOPIEMODEAK PUZ- Jt WMPFESUE HA24NHA1 [ODU-131] PI MIN P2 IM 12 P9 Im 1112 M N/A ODEL MA P E 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 I I I % I NIAope c AMW AWL- MA Fidk mnad�ftuk .IDU-B1 ow.4.4.1.35 db:4A.1.11 &25/Z022 11:11 PM Submittal Documents MXZ-SM48NAMHZ-Ul 4-TON MULTI-ZONE INVERTER HEAT-PUMP SYSTEM ArW ELECTRIC Job Name: System Reference: Date: ntlllllllllluu,.. = llllllllllllllllllllllllllllllllllllllhl� � Illllllllllllllllllliilllllllllllllillllll 'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'' dllallllllllllllllll►mlb,. ,Illillllllllllllllllllllllllllllllllllll. ��IIIIIIIIIIIIIIIIIIIII IIIIIIIII Illlllllil ''llilllllllllll ll ll 111 llll '' "InIIIIIIIIpIin .. FEATURES Compatible with M-and P-Series and CITY MULTI indoor units.Branch box required for connection with M-and P-Series Variable speed INVERTER-driven compressor Seacoast protection on heat exchanger and base panel(rated for 2,000 hrs in accordance with ASTM 13117 testing) Thermal Differential 1°F(with PAC-MKA32152BC only) Built-in base pan heater Quiet outdoor unit operation,rated sound pressure as low as 51 dB(A) High pressure protection Compressor thermal protection Compressor overcurrent detection Fan motor overheabngtvottage protection Hyper-heating performance offers 100%heating capacity at 5°F and 75%heating capacity at-13°F ENERGY STAR products are third-party certified by an EPA-recognized Certification Body. Specifications are subject to change without notice. 18 0 2022 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. SPECIFICATIONS: , ; Maximum Capacity STUM 48,000#48.000//48.000 Rated Capacity BTUM 48,000//48,000//48.000 Coding'(Non-Ducted//Mix//Ducted) Minimum Capacity BTU/H 16,000//16,000//16.000 Maximum Power Input W 3.885//3.930//4,245 Rated Power Input W 3,665//3,930//4,245 Power Factor(208V,230V) % 98.5,98.5//98.5.98.5//98.5,98.5 Maximum Capacity STUM 54,000 U 54,000//64,000 Rated Capacity BTU/H 54,000//54,000//54,000 Heating at 47'1`'(Non-Ducted//Mix// Minimum Capacity BTUM 27,000//27.000//27,000 Ducted) Maximum Power Input W 3,955//4,335//4,795 Rated Power Input W 3,955//4AW//4,795 Power Factor(208V,230V) % 98.5,98.5//98.5,96.5//98.5,96.5 Maximum Capacity BTU/H 54.000//54,000//54,000 Nesting at 17'F'(Non-Ducted//Mix// Rated Capacity BTU/H 39.000//39,000 U 39,000 Dueled) Maximum Power Input W 6,330 9 7.750//3,665 Rated Power Input W 4,230//4.680//5,130 Holding at 5'F4(Non-Ducted//Mix// Maximum Capacity STUM 54,000 H 54,000//54,000 Did) Maximum Power Input W 7,915//8,120//8,330 SEER 23.0//19.75//16.5 EER' 13.1//12.2//11.3 HSPF(IV) 12.0//11.5//11.0 Etfidsncy(Non-Duciad//Mix//Dueled) COP at 47'R 4.0//3.66//3.3 - - COP at 1 TF at Maximum Capacity' 2.5//2.0//1.8 COP at 5'F at Maximum Capacity' 2.1//1.95//1.9 ENERGY STAR*Certified Yea//No//No Voltage,Phew,Frequency 208I230,1.80 Guaranteed Vakaps Ronps VAC 187-253 Voltage:Indoor-Outdoor,S1-S2 VAC 208I230 Voltage:Indoor-Outdoor,S2S3 V DC 24 Shoncirou t Current Rating(SCCR) kA 5 Recommended Fuse/Brooker Size If Branch Box Powered by A 45 Outdoor Unit Recommended Fuse/Smoker Size without Branch Box or Branch Electrical 40 Recommended Powered Separate A Recommended Wlro Size(Indoor-Outdoor) AWG 16 MCA 9 Branch Box Powered by Outdoor Unit A 42.0 MCA without Branch Box or Branch Box Powered Separate A 36 MOCP if Branch Box Powered by Outdoor Unit A 50 MOCP without Branch Box or Branch Box Powered Separate A 40 Fan Motor Full Load Amperage A 0.6+0.6 Fan Motor Output W 74 Airkow Rate(Coding/Painting) - CFM 3.885/3,885 Refrigerant Control LEV Defrost Method Reveres Cycle Heat Exchanger Type Plate fin coil Heat Exchanger Coaling Blue Fin Coating Sound Pressure Level,Cooling' dB(A) 51 Sound Pressure Lwel,HsaW dW) 54 Compressor Type Hermetic Compressor Model ANS33FJSMT Compressor Motor Output kW 3.4 Outdoor Link Compressor Rated Load Amps A 19 Compressor Locked RotorAmps A 22.0 Compressor Oil Type//Charge OZ. FV50S//73 Base Pan Heater Bulkan W:In.[mm] 41-11/3211,0501 Unk Dimensions D:In.[mm] 13PM H:In.[mm] 52-11/16[1,338] W:In.[mm] 43[1,0901 Package Dimensions D:In.[mm] 18[450] H:In.[mm) 57[1.430] Unk Weight Lbs.[kp] 278[128] Package Weight Lbs.[Ig] 302[137] NOTES: AHRI Rated Conditions 'Cooling(Indoor//Outdoor) -F 80 DB,67 WB/I 95 DB,75 WB (Rated data is determined at a fixed compressor speed) 'Heating at 47'F(Indoor//Outdoor) 'F 70 DB,60 WB/I 47 DB,43 WB 'Heating at 17'F(Indoor H Outdoor) 'F 70 DB,60 WB//17 DB,15 WB Conditions 'Heating at 5'F(Indoor//Outdoor) 'F 70 DB,60 WB//5 DB,4 WB 'Applications should be restricted to comfort cooling only;equipment cooling applications are not recommended for low ambient temperature conditions. when 1 or more PLA-A EA7 connected 'B Branch box should be placed within the level between the outdoor unit and indoor units 5'F DB-115'F DB when optional wind baffles are installed For actual capacity performance based on indoor unit type and number of indoor units connected,please refer to MXZ Operational Performance. Although the maximum connectable capacity is 130%,the outdoor unit cannot provide more than 100%of the rated capacity.Please utilize this over capacity capability for load shedding or applications where it is known that all connected units will NOT be operating at the same time. Specifications are subject to change without notice. 19 9)2022 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. SPECIFICATIONS: MXZ-SM48NAMHZ-Ul Cooling Intake Air Tamp(Maximum/Minimum) -FDB 115/23 Outdoor unit operating temperature Cooling Thermal Lookout/Re-start Temperatures 'FDB NIA if WA range Healhq Intake Air Tamp(Maximum/Minimum) '1" 59/-13 Heating Thermal Lookout/Re-amrt Temperatures -FDB -24/-14 Refrigerant Type R410A Charge Lbs,oz 10,9.0 Maximum Number of Connected IOU with Branch Back 8(6)- Maximum Number of Connected IOU without Branch Box 12 Indoor unit connexion Minimum Number of Connected IOU with Branch Box 2 Minimum Number of Connected IOU without Branch Box 1 Minimum Connected Capacity with Branch Box STUM 12,000 Maximum Connected Capacity STUM 8$000 Liquid Pipe Size O.D.(Flared) In.[mm] 3B[9.52] Gas Pipe Size O.D.(Flared) In.[mm] Slit[15AM Total Piping Length when using Branch Box Ft.[m] 492[150] 'Total Piping Length wilhout Branch Box FL[m] 984[3001 Maximum Height Difference'°,ODU above IOU Ft(m] 164[50] Maximum Height Dtfference',ODU below IOU FL(m] 131[40] Maximum Height Werenoee,bslween branch boas, FIL[m] 49[15] Piping Maximum Height W renoe',beh~branch boxes and IOU Ft.(m) 49[15] Maximum Height Difference between IOU and IOU without branch Ft[m] 49[15] box Max.Piping Length between ODU and Branch Box FL(m] 180[55] Farthest Piping Length from ODU to IOU with Branch Box FL[m] 262[80] Farthest Piping Length from ODU to IOU without Branch Box FL[m] 492(150] Farthest Piping Length after Branch Box FL[m] 82 pq Total Piping Length between Branch Boxes and IDU FL[m] 311[98] Maximum Number of Bends for IOU 15 NOTES: - - -- AHRI Rated Conditions 'Cooling(Indoor//Outdoor) -F 80 IDS,67 WB//95 DO,75 WB (Rated data is determined at a fixed compressor speed) 'Heating at 47'F(Indoor//Outdoor) 'F 70 160 WB H 47 DB,43 WB 31-leating at 17'F(Indoor//Outdoor) -F 70 DB,60 WB//17 DB,15 WB Conditions 411eating at 5'F(Indoor//Outdoor) -F 70 DB,60 WB!/5 DB,4 WB Applications should be restricted to comfort cooling only;equipment cooling applications are not recommended for low ambient temperature conditions. when 1 or more PLA-A E A7 connected 'B Branch box should be placed within the level between the outdoor unit and indoor units ro 5'F DB-115'F DB when optional wind baffles are installed For actual capacity performance based on indoor unit type and number of indoor units connected,please refer to MXZ Operational Performance. Although the maximum connectable capacity is 130%,the outdoor unit cannot provide more than 100%of the rated capacity.Please utilize this over capacity capability for load shedding or applications where it is known that all connected units will NOT be operating at the same time. Specifications are subject to change without notice. 20 ©2022 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. OUTDOOR UNIT ACCESSORIES: Air Dolloclor Vwbcal Air Deflector ❑ ADV-1 Air Outlet Gulch Air outlet Guide(1 Piece) ❑ PAC-8H96S0-E two pieces are required Refrigeration Ball Valve-1r2" ❑ BV12FFS12 Ball Vilw fiip Reeretion Bell Valve-1W ❑ BV14FFS12 Refigera0on Ball Valve-3W ❑ BV38FFS12 Refrigeration Ball Valve-5/8" ❑ BVSSFFS12 Branch Box ❑ PAC-MKA32SC Branch Box Branch Box ❑ PAC-MKA52SC Branch Box Enclosure ❑ BBE-1 Centralized Drain Pan Central Drain Pan ❑ PAC-SH97DP-E Control Wire M 00'-W Control Wire, Roll(16-AWG,Standard,Twisted Pair,Shielded,Jacketed-Plenum rated) ❑ CW182S-1000 M-Net Control Wire,2W Roll(16-AWG,Standard,Twisted Pair,Shielded,Jacketed-Plenum rated) ❑ CW1625-250 CoMrdJServbs Tool Maintenance Tool Interface ❑ PAC-USCMS-MN-1 Distribution plps Brazed Connection ❑ MSDD-50BR-E Fiore Connection ❑ MSDD-50AR-E Hail Guards Hail Guard ❑ HO-A2 14 Gauge,4 wire Minl8pllt Cable-250 R.roll ❑ S144-250 Mini-Split Wire 14 Gauge,4 wire MlniSpik Cable-401L roll ❑ 5144-50 18 Gauge,4 wire MlnlSplk Cable-280 A roll ❑ S164.250 18 Gauge,4 wire MlniSplk Cable--80 R roll ❑ 816480 Mounting Pad Condensing Unit Mounting Pad:24'x 4Y x 3' ❑ ULTRILITE2 Outdoor Unit 3-1/4 Inch Mounting Base(Pair)-Plastic ❑ DSD-400P Adaptor:V7 x 3V ❑ MAC-A455JP-E Port Adaptor Adaptor 1Wx6V ❑ MAC-A458JP-E Adaptor.3W x 1/2' ❑ MAC-A454JP-E Adaptor.3V x 5W ❑ PAC-SG76RJ-E 18'Dual Fan Stand ❑ OSMS1802M 24'Dual Fan Stand ❑ OSMS2402M Stand Condenser Wall Bracket ❑ OSWB2000M-1 Condenser Wall Bracket-Stainless Steel Finish ❑ QSWBSS Outdoor Unit Stand—12-High ❑ QSMS1202M Wind BoMe Front Wind Barre ❑ WB-P/13(two pieces are required) Specifications are subject to change without notice. 21 ©2022 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. OUTDOOR UNIT ■ e , ; Unit: <e» |,.| . ,, ■ ■ ■ | 2 ! � . ° | '§ | ` I � �� '� ■ ■ ■ ■ ■ ■ | �� - -- - f� � -----—----- i ! �|■! - � | —— — R! ! ■ � lip - �! /f A | @ O _— | t ,; \ \ k\ § � a Specifications are subject»change without notice. &202z Mitsubishi Electric Tra_mACm±c All rights reserved. MODEL: e 1 1 ' a 1 1 a 1 1 e 1 1 ' PAC-MKA51 BC, AND e 1 1 BRANCH BOX Job Name: System Reference: Date: PAC-MKA30BC PAC-MKA3IBC PAC-MKA50BC PAC-MKA32BC 'r♦ PAC-MKA5IBC PAC-MKA52BC DECRIPTIONS ' The PAC-MKA32/52 have a thermal differential from set point of 1 F regardless of which MXZ outdoor unit generation they are connected to. SPECIFICATIONS r: Model Name PAC-MKA5J BC PAC-MKA31BC Connectable number of indoor units Maximum 5 777 Maximum 3 Power supply Single phase,20W30 V.60 Hz Input kW 0.003 Running current A 0.05 External finish Galvanized at" Width Inch(mm) 17-23/32(450) Dimensions Depth Inch(mm) 11-1132(280) Height Inch(mm) 6-11/16(170) Width Inch(mm) 20.1(511) Pockaps Depth Inch(mm) 24.4(620) Dimensions Height Inch(mm) 8.3(211) weight lb(kg) 23.4(10.6) 21.8(9.9) Branch Liquid Inch(mm) 91/4(6.35)x 5(A,B,C,D,E) at/4(6.35 x 3(A,B,C) Piping (indoor side)* Gas Inch(mm) a3/8(9.52)x 4(A,B,C,D),a1/2(12.7)x 1(E) a3/8(9.52)x 3(A,B,C) Connection (Flare) Main Liquid Inch(mm) 1113/8(9.52) (outdoor side) Gas Inch(mm) a5/8(15.88) 'The piping connection size differs according to the type of and capacity of indoor units.Me"the piping connection size for indoor and branch box.If the piping connection size of the branch does not match the piping connection size of the indoor units,use optional different-diameter(deformed)joints to the branch box side.(Conned deformed joint directly to the branch box side.) ACCESSORIES OPTIONAL PORT ADAPTORS ❑BBE-1 Branch Box Enclosure ❑MAC mmiip-E Part Adopter ❑Mc,,itA FLE PortAdeptw f� R ❑MA6A4wxE Port Adopter A B ❑PAG493PI Port Adapter ❑PAC-s078RFE Port Adapter Model name DiameterConnected pipes diameter Diameter A ❑ADP5634 PortMapbr Inch,mm Inch,mm Inch MAC-A454JP-E 3/8,a9.52—1/2,o12.7 3/8,a9.52 1/2,e12.7 ❑MSDD-WIR-D Flare connection distribution pipe MAC-A455JP-E 1/2.o12.7-+3/8,o9.52 1/2,a12.7 3/8,e9.52 ❑Epp 60BR� Bred oorcnectbn distribution pipe MAC-A456JP-E 12,a12.7 5/8,e15.88 t/2,at2.7 5/It e15.88 NOTES: For the MXZ-8C60 outdoor unit: alPAC 493PI 1/4,a 3/8,o9.52 1/4,06.35 3/8,o9.52 - When connecting the outdoor unit to the branch box directly,the reduction in pipe size must be PAC-SG76RJ-E 3/8,a9.52 518,a15.88 3/8.o9.52 518,a15.88 made at the branch box using the port adaptor:ADP5834(5/8'F x 3/4'M). ADP5834 5/8,a15.88 3/4,o19.05 5/8,a15.88 3/4,e19.05 When connecting the outdoor unit to the distribution pipe(MSDD-SOAR-D,for using 2 branch boxes),the reduction in pipe size must be madit at the distnbuton pipe using the port adaptor. ADP5834(5/8'F x 3/4'M). Specifications are subject to change without notice. ©2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 23 ' DIMENSIONS: 1 1 ' 1 1 AND 1 1 PAC-MKA30BC,PAC-MKA31 BC,AND PAC-MKA32BC(343RANCHES TYPE) Suspension bolt:W3/8(M10) Imo,mm Refrigerant pipe flared connection To indoor unit Conversion formula 3/8F e9.52 Liquid pipe 1/4,sS.35 1/4,•5.35 1/4,•5.35 VS.•9.52 -. Gae Pipe 3/8,•9.52 3B,re9.52 3/8,•9.52 518,•15.88 518F e15.88 susLt%sm out Mot, uo,a+qn Unit: mm (inch) BEfF ,7 tQ eo •rKr,u y,r.•y tt r c7. ioe sraz uTm usn zec n-•,v Io,_rrm. LeLaK ry 1 II.N'LW' a e ro 'GPV00RUkn a.3.1 sfLEcrwc LwRkrvL-1 trareM.eLop, t4 rva;:w,Mr •• ----------- ' c.n T[pyy1L eLaa ro aroopL untt 10 oLnocarL UNT c rL scm cc RWS 731 7-]I Ib /1Fnye LFV 1TOR) Specifications are subject to change without notice. ©2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 24 v • PAC-MKA51 BC,AND • PAC-MKASOBC,PAC-MKA518C,AND PAC-MKA52BC(6-13RANCHES TYPE) Suspension bolt:W3/8(M10) inch,mmConversion formula Refrigerant pipe flared connection 1/4F e6.35 To indoor unit 3/8F og.52 Liquid pipe 1l4,a6.35 1/4,06.35 1/4,e6.35 1/4,a6.35 1/4,e6.35 3/8,e9.52 1/2F o12'7 5/8F e15.88 Gas pipe 3/8,e9.52 3/8,o9.52 3/8,eg.52 3/8,a9.52 1/2,e12.7 5/8,e15.88 3/4F e1g.05 Unit: mm (inch) s.tsvcrsp)R Ra*vlrcr� S z C 07"23'37 }jj 90 u` 37}]7 71D 1uA7 AVUVW'. WILT NiuR Cl R.la'1! t-7)�. q p A 'ERM1NIA 9.OG I U Q •• r 7 t R t'414W1L!LOCK PIAiE 7EMilO[1111Q �OOI,IDJCgLN- IW LEV 11!!alrOrO 1340 Satellite Boulevard.Suwanee,GA 30024 Toll Free:8004334822 www.mehvac.com FORM#M Submittal PAC-MKA30-31-32-50-51-52BC-202105Ve2 Specifications are subject to change without notice. ©2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 25 M-SERIES SUBMITTAL 1 DATA: 1 „ • 1 1 MITSUBISHI • I11 BTU/H HORIZONTAL-DUCTED INDOOR UNIT FOR MXZ-C MULTI-ZONE HEAT-PUMP SYSTEMS ArIL ELECTRIC Job Name: System Reference: Date: APPLIES TO INDOOR UNIT: o SEZ-KD09NA4 ❑SEZ-KD09NA4.TH ❑SEZ-KD09NAR1.TH o SEZ-KD09NA4R1.TH GENERAL FEATURES • Concealed horizontal-ducted unit for applications with short duct runs • Quiet operation • Ultra-thin body:7-7/8"high • Built-in condensate lift mechanism • Multiple control options available: kumo cloud®smart device app for remote access Third-party interface options Wired or wireless controllers Specifications are subject to change without notice. ©26 2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. SPECIFICATIONS: 11 • Cooling Capacityl.3 Btu/h 8,100 Heating Capacity2.3 Btu/h 10,900 Voltage,Phase,Frequency 2081230V,1 phase,60Hz Guaranteed Voltage Range VAC 187-253 Electrical Voltage:Indoor-Outdoor,S1-S2 VAC 208/230 Voltage:Indoor-Outdoor,S2-S3 V DC 24 Voltage:Indoor-Remote controller V DC 12 MCA A 1 Blower Motor Full Load Amperage A 0.51 Blower Motor Output W 96 Airflow Rate at Cooling,Dry CFM 317-247-194 Airflow Rate at Cooling,Wet CFM 285-222-174 Airflow Rate at Heating,Dry CFM 317-247-194 Sound Pressure Level(Cooling) dB(A) 30-26-23 Sound Pressure Level(Heating) dB(A) 30-26-23 External Static Pressure in.WG 0.02-0.06-0.14-0.20 Drain Pipe Size In.(mm) 1 1/4(32) Condensate Lift Mechanism,Maximum Distance In.(mm) 21-21/32(550) Heat Exchanger Type Plate fin coil External Finish Color Galvanized W:In.(mm) 31 1/8(790) Unit Dimensions D:In.(mm) 27 9/16(700) H:In.(mm) 7 7/8(200) W,In.(mm) 39 3/8(1,000) Package Dimensions D:In.(mm) 35 7/16(900) H:In.(mm) 14 3116(360) Unit Weight Lbs.(kg) 42(19) Package Weight Lbs.(kg) 64(29) iType R410A Refrigerant Charge Lbs,oz 1,16 Notes: 'Cooling(Indoor//Outdoor) °F 80 DB,67 WB//95 DB,75 WB Nominal Conditions 21-leating at 47°F(Indoor//Outdoor) °F 70 DB,60 WB H 47 DB,43 WB 3Capacity varies based on the number of indoor units operating and the model of the Multi-zone Outdoor Unit For reference to connected capacity charts,please refer Multi-zone Outdoor Unit Operational Performance. Specifications are subject to change without notice. 27 ©2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. ACCESSORIES: D09 Filter Box with MERV 8 Filters ❑FBL 1-1 Signal Receiver ❑PARSA9CA-E Wireless Remote Controller ❑PAR-FL32MA-E Wireless Remote Receiver ❑PAR-FA32MA-E Backlit,Wall-mounted,Wireless Controller ❑MHK1 Portable Central Controller ❑MCCH1 Wired MA Controller ❑PAR-33MAA Simple MA Controller ❑PAC-YT53CRAU Touch MA Controller ❑PAR-CT01 MAUSB Wired Remote Sensor ❑PACSE41TS-E Lockdown Bracket for Wireless,Hand-held,Remote Controller ❑RCMKP1CB Wireless Temperature and Humidity Sensor ❑PAC-USWHS003-TH-1 Outside Air Sensor for MHK1 ❑MOS1 Flush Mount Remote Temperature Sensor ❑PAC-USSEN001-FM-1 Wireless Interface ❑PAC-USWHS002-WF-1 Thermostat Interface ❑PAC-US444CN-1 kumo stations ❑PAC-WHS01HC-E USNAP Interface ❑PAC-WHS01UP-E IT Extender ❑PAC-WHS011E-E BACnet®and MODBUS®Interface ❑PAC-UKPRC001-CN-1 External Fan/Heater Control Relay Adapter ❑CN24RELAY-KIT CM3 Connector cable for remote display ❑PACSA88HA-EP Connector for CN32(remote on/off) ❑PACSE55RA-E Remote Operation Adapter(with wire terminals for remote ON/OFF and operation status/error)' ❑PAC-SF40RM-E Bottom Return Plate(Converts low-profile ducted indoor unit from rear return to bottom return) ❑BRP-1 External Drain Pump ❑PAC-KE07DM-E Blue Diamond Sensor Extension Cable-15 Ft. ❑C13-103 Blue Diamond Alarm Extension Cable-6.5 Ft. ❑C13-192 Blue Diamond MultiTank--collection tank for use with multiple pumps ❑C21-014 Blue Diamond Rubber Foot Pads ❑F10-010 Mini Condensate Pump-230V application ❑S130-230 MegaBlue Advanced Blue Diamond Condensate Pump w/Reservoir&Sensor ❑X87-835-110 to 250V MaxiBlue Advanced Blue Diamond Mini Condensate Pump w/Reservoir&Sensor(110V)up to 48,000 Btu/h ❑X87-711 -110V [recommended] MaxiBlue Advanced Blue Diamond Mini Condensate Pump w/Reservoir&Sensor(208/230V)up to 48,000 Btu/h ❑X87-721 -208/230V [recommended] Drain Pan Level Sensor(Control for indoor unit shut off to prevent drain pan overflow) ❑DPLS2 3 Pole Disconnect Switch(30A/600VUL)[fits 2"X4"utility]-Black ❑TAZ-MS303 3 Pole Disconnect Switch(30A/600VUL)[fits 2"X4"utility]-White ❑TAZ-MS303W 1/4"x 3/8"x 15'/1/2"Lineset(Twin-Tube Insulation) ❑MLS143812T-15 1/4"x 3/8"x 30'/1/2"Lineset(Twin-Tube Insulation) ❑MLS143812T-30 1/4"x 3/8"x 50'/1/2"Lineset(Twin-Tube Insulation) ❑MLS143812T-50 1/4"x 3/8"x 65'/1/2"Lineset(Twin-Tube Insulation) ❑MLS143812 -65 1/4 x 3/8 x 100'/1/2"Lineset(Twin-Tube Insulation) ❑MPLS385812 -10 Unable to use with wireless remote controller Specifications are subject to change without notice. 28 ©2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 1 • 11 ' Drain ipe(O.D.e32(1-1/4)) Unft:mm(Inch) 345(13-19/32) LEmergency draining) 37 t-15/32 1 315H6 El Su 'en bolt hole 13116 157.5 7/92 t 19r3z 4-14x30(9f16x1,VI6)Slot 1 1rz 3 t-15/32 xE-o2.9(1/8) L e2.9 1/8 r l d w rF a a god = a Air Air z o u outlet inlet N �I a73132j' Air filter 1013/32 �48 625 Sus enslon bon nob 86F(1-1916 (24-6/6)Drain pipe(O.D.e32(1-114) Knockout hole (Indoor/outdoor connecting line) 700 27-9/16 ^N Knockout hole o27 1-3132 2 29/32 67/26.21f32 ' 1 t332 Control box o n (Remote controllertransrrossion line) oo N N INSN o a 16 4-191321 Terminal block Indoor/outdoor connectingline (z- 2) 2x2-e2.9 1/8 27010-21 32 Terminal block Remote controller transmission line 0 Retrigi rant ®Ran rant i Drain i eO.D.e321-114 flare connection(gas) Aare conrxrbon(Iquid) { pontaneous draining) Less than 300 (11-13/18) - 1` 17 6-29132t7r32 1�1 Access door (A"WO) � $n �:N m t Ceiling surface Access door Nome 0 7�7 I? Make the access door at the appointed position property hy7 ,b adtA� J for service maintenance. .so `1ny- 1 7j spr° Drain hose I.D.e32 1-1/4 <accessory> I Required space for service and maintenance mm(in.) Sizes A B C I D E F G H J K L M N 1 Gas a Li uill e 09 kBtu/h 700 79 8 660 7 00 800 6 g0 5 15006 16 3916 90 12 kBtu/h 11111) a9.52(3l8) 900 952 998 860 9 800 1000 860 7 700 20 1039 990 o6.35(1/4) 15 kBtu/h (35-7116) (37.1/2) (39d16) (33-7/6) (31-1/2) (") (33-7/8) (27410) 4(14n) (39) 1100 1152 1198 1060 1000 01.1060 900 1239 1190 e12.7(1/2) 18 kBtu/h 43�16 a536 47316 4134 11 39316 47-1N 413N 9 357118 24 48-M 46-718 Notel.Use M10 screw for the suspension bolt(field supply). 2. Keep the service space for the maintenance at the bottom. M�TSUB�SH� 3. This chart indicates for size 15 kBtu/h model,which has 3 fans. Sizes 09,12 kBtu/h models have 2 fans. ������'� Saes 08 kBtu/h model has 4 fans. Ak 4. When an inlet dud is used,remove the air fitter(supply with the unit),then install the fitter(field supply)at suction side. COOLING & HEATING 1340 Satellite Boulevard,Suwanee,GA 30024 Toll Free:800-433-4822 www.mehvac.com FORM#SEZ-KD09NA4 FOR MXZ-C MULTI-ZONE HEAT-PUMP r Co. SYSTEMS-201811 Intertek Specifications are subject to change without notice. ©29 2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 000 BTLIIH HORIZONTAL Job Name: System Reference: Date: GENERAL FEATURES • Unobtrusive ceiling-concealed design for short-run ductwork • Wide ranging external static pressure(0.14-0.60 in.WG) a Built-in condensate lift mechanism(up to 27-9/16") • Auto fan speed mode • Optional FB Series filter boxes for easy access and service • Ideal for residential homes,retail shopping centers,larger classrooms,office complexes,conference rooms,ballrooms,fitness centers,and more • Multiple Control options available: o kumo cloud®smart device app for remote access c Third-party interface options c Wired or wireless Controllers Specifications System Unit Type , . Cooling capacity'.. BTUM 12,000 Heating Capadlyts BTUM 14,000 Voltage,Phase,Frequency - 205230,1.80 Guaranteed Votage Range VAC 198-253V Electrical Voltage:Indoor-Outdoor,81-S2 VAC 208/230 Votage:Indoor-Outdoor,S2-S3 V DC 24 Short-circuit Cunerd Rating[SCCR] kA 5 MCA A 1.45 Fan Motor Full Load Amperage A 1.18 Fan Motor Output W 85 Alrkw Rate at Cooling,Dry CFM 353-424-494 Arnow Rate at Cooling,Wet CFM 318-082-045 AlrRow Rate s<Heating,Dry CFM 353-4244M Sound Pressure Level[Cooling] dBW 28-30-M Sound Pressure Level[Heating] d1l 28-30-M Indoor Unit External Static Pressure in.WG 0.14-02-0284.4-0.6 Drain Pipe Size In.[mm] 1-1/4[32] Condensate LtR Mechanism,Maximum Distance In.[mm] 27-W16[700] Coaling on Heat Exchanger — External Finish Color Galvanized Unit Dimensions W x D x H:In.[mm] 35-7/18 x 28-7/8 x 9-7/8[9W x 732 x 2501 Package Dimensions W x D x H:In.[mm] 45.5/16 x 34-11/16 x 13-7116[1150 x SW x 341] Unk Weight Lbs.[Itg] 58[28] Package Weight Lbs.[kg] 09[31] Refrigerant Type - R410A Gas Pipe Size O.D.[Flared] � In.[mm] 1R[12.7] Piping Liquid Pipe size O.D.[Flared] In.[mm] 114[6.35] - NOTES: Conditions 'Cooling(Indoor//Outdoor) °F 80 DB,67 WB//95 DB,75 WB 'Healing a1 47•F(Indoor//Outdoor) •F 70 DB,60 WB//47 DB,43 WB 3Capacity varies based on the number of indoor units operating and the model of the Multi-zone Outdoor Unit.For reference to connected capacity charts,please refer Multi-zone Outdoor Unit Operational Performance.: Specifications are subject to change without notice. 30 ©2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. INDOOR UNIT ACCESSORIES: . . 3-Pin Connector ❑ PAC-715AD BACnet'and Modbus Interface ❑ PAC-UKPRC001-CN-1 CN24 Relay Kit ❑ CN24RELAY4(IT-CM3 Connector cable for remote display ❑ PACSMHA-EP IT Extender ❑ PAC-WHSOIIE-E Control Interface kumo station*for kumo cloud' ❑ PAC-WHSOIHC-E Lockdown bracket for remote controller ❑ RCMKPICB Remote Operation AdapteP ❑ PACSF40RM-E Thermostat Interface ❑ PAC-US444CN-1 USNAP Adapt er ❑ PAC-WHS01UP-E Wireless Interface for kumo doud' ❑ PAC-USWHS002-WF-2 Flush Mount Temperature Sensor ❑ PAC-UraSEN001-FM-1 Remote Sensor Renate Temperature Sensor ❑ PAC-SE4ITS-E Wireless temperature and humility sensor for kumo cloud' ❑ PAC-USWHS003-TH-1 Airzone ZBS Wired Blusfaoe Principal Controller White ❑ AZZBSBLUEFACECS Airzone ZBS Wired Lite Controller White ❑ AZZBSLITECB Airzone ZBS Wired Think Controller White ❑ AZZBSTHINKCB Wired Remote Controller Airzone ZBS Wireless Lite Controller White ❑ AZZBSLITERB Airzone ZBS Wireless Think Controller White ❑ AZZBSTHINKRB Deluxe Wired MA Remote Controllers ❑ PAR40MAAU Simple MA Remote Controllart ❑ FAC-YT53CRAUJ Touch MAControlleR ❑ PAR-MIMAUSB kumo touch'RedLINK'Wireless Controller ❑ MHK2 Wireless Remote Controller Wireless MA Receiver ❑ PAR-FA32MA-W Wireless MA Remote Controller ❑ PAR-FL32MA-E Blue Diamond(Advanced)Mini Condensate Pump w/Reservoir 6 Sensor(200230V)[recommended] O X87-721 Condensate Blue Diamond(MegaBlue Advanced)Condensate Pump w/Reservoir 6 Sensor ❑ X874135 Blue Diamond Sensor Extension Cable—1 S FL ❑ CI3-103 Control Wire 20/2PR,I PR shielded+I PR plenum wire for Alrzone,100 it reel ❑ CW2042S2-100 20/213R,shielded+I PR plenum wire for Airzone,500 ft reel ❑ CW2042S2-5W Disconnect Switch (30AMWIUL)[fits Z'X 4-utility box]-Black ❑ TAZ-MS303 (30A/SOl1V/UL)[fits 2-X 4-utility box]-White ❑ TAZ-MS303W Filter Box Filer Bar with MERV 13 Filter ❑ FBM2-2-A 100'x 1/4'x 100'/1/2'Unseat(Twin-Tube Insulation) ❑ MLS141212T 100 15'x 1/4'x 15'/1/2'Uneset(Twin-Tube Insulation) ❑ MLS141212T 15 Uneset 30'x 1/4'x 30'/1/Y Uneset(Twin-Tube Insulation) ❑ MLS141212T-30 50'x 1/4'x 50'/1/2'Unesst(Twin-Tube Insulation) ❑ MLS141212T 50 W x 1/4'x 115'/1/2'Unsest(71Mn-Tube Insulation) 10 MLS141212T-5 NOTES: 'Requires MAC-334IF-E -Allows indoor units to conned to an MA Controller. Deluxe MA Remote Controller Simple MA Controller Touch MA Controller Specifications are subject to change without notice. 31 ©2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. r ' INDOOR • OPT 11019 376(14-15116) 153(6-1/16) Note 1.Use an M10 screw for the suspension bolt Drain O.D a32 1-1/4 Fresh air intake a100(3.15/16) (field supply). knock out hob 2.Keep the service space for maintenance (Ernar9erwy drain) 117C Note 4 at the bottom. Botbm 3-o2. 1/8 mum hob 3.This drawing is for 24 30 36 42 KBTUM 5 mode ls,which have 2 fans. �41y181��`i%' (g S alas view 09-12-15-18 KBTU/H models have 1 fan. 0 15(518) ® �S 18(3/4) 210(8-5116) 4.If the inlet dud is used remove the air filter(supplied with the unit),then —rtl1A install the fitter(field supply)at the suction side. Outlet air Top 5.Heat air to 0°C(32°F)or higher when side view view taking fresh air with a fresh air intake. e a a Q $ O O Air filter Air Air X outlet inlet 8 0 � m A Urlit:mm(n.) « m Model J , Gae 2 UqL4d pipe 09 KBTU/H 82 99.52 a6.35 _ $ 2-12 3/8 (114) 62 012.7 a6.35 B KBTUIH 2-12 1/2 114 _I T 67(2-1/4) (suspensionboft 843 5-3/8�) C 24,30 KBTUIH 66 e15.88 e9.52 m 732(28-718) H 36,42 KBTUM (2-5/8) (5/8) (3M) ;o o 32(1.5/16) 7 27-9/18 j1 ?s y1 23e(qy8) Drain pipe Drain pump Unit:mm(in.) x �l 2 Brant Id 10(7/18) (imewni is p"rp s"s'0 Model A B c D E F G H (O.D.32(1-iNA To 09,12,15,18 900 854 1000 880 Boo 858 72 KBTU/H (35.7/18)(37-B118) (39318) (33-7R) 9 (31-12) (33.13/18) (2-7/8) V e e 24,30 KBTU/H 1100 1154 1200 1080 1 t 1000 1 1;- 0 7 3 (43-6116) (45.7fl8) (47-1N) (41�114) (WU) (41-tin 7B e5 38,42 KBTU/H 1400 14si 1500 1380 14 1300 1358 (3-t18) m m --a291/8 (55118) (57.114) (59-11181153-W18) (51J118) (53-12) � � � Canbd boz Bottom a+ TerrNral block rvamission 8 1 Rem9srarlt piping(9ea) !356(14-1/16) p-,vtel 67 Towdral Pcwar source olds ivew Drain O.Da 1.1/4 Gravity drain) 1340 Satellite Boulevard Suwanee,GA30024 Toll Free:800-433-4822 www.mehvac.com 0. FORM#PEAD-Al2AA7-202104 EM Intertek Specifications are subject to change without notice. 32 ©2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. • , . . PUZ-HA24NHAl MID STATIC • • • D•• • 24,000 BTU/H HYPER-HEATING UNIVERSAL OUTDOOR AVIk ELECTRIC Job Name: System Reference: Date: Indoor Unit PEAD-A24AA7 Outdoor Unit _..................................................................PUZ-HA24NHAl III tea¢' Aff II IIII III tll INDOOR UNIT FEATURES • Unobtrusive ceiling-concealed design for short-run ductwork • Wide ranging external static pressure(0.14-0.60 in.WG) • Built-in condensate lift mechanism(up to 27-9/16") • Auto fan speed mode • Optional FB Series filter boxes for easy access and service • Ideal for residential homes,retail shopping centers,larger classrooms,office complexes,conference rooms,ballrooms,fitness centers,and more • Multiple control options available: o kumo cloud®smart device app for remote access o Third-party interface options o Wired or wireless controllers OUTDOOR UNIT FEATURES • Variable speed INVERTER-driven compressor • Wide heating range:heating performance down to-13°F(average of 80%heating capacity) • High speed heating at start up:Hyper-Heating INVERTER"reduces the time for heating at start up by about half compared to standard models • Power receiver pre-charged with refrigerant volume for piping length up to 70 ft. • Twinning of two indoor units possible with the 24 KBTU/H model • High pressure/temperature protection • Built-in base pan heater Specifications are subject to change without notice. 33 ©2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. Maximum Capacity STU/H 24,000 Rated Capacity STU/H 24,000 Minimum Capacity BTU/H 10,000 Cooling at 95'F' Maximum Power Input W 2,080 Rated Power Input W 2,080 Moisture Removal Pintslh 6.9 Sensible Heat Factor 0,88 Power Factor % 93.0/93.0 Maximum Capacity BTUM 26,000 Rated Capacity BTU/H 25,000 Heating at 47•P Minimum Capacity STUM 10.000 Maximum Power Input W 2 2W Rated Power Input W 1,920 Power Factor % 92.OM2.0 Maximum Capacity BTU/H 25,000 Rated Capacity BTUM 18,000 Heating«17'P Maximum Power input W 3,450 Rated Power Input W 2,090 1 Heating at 56F4 Maximum Capacity BTU/H 25,000 Maximum Power Input W 3,826 Heating at-13'F Maximum Capacity STUM 20,000 SEER 16.6 EERr 11.5 HSPF DVJ 10A Efficiency COP at 47'10 3.8 COP at 17'F at Maximum Cepedty3 2.1 COP at 5'F at Maximum Capacity' 1.9 COP at-13'F at Maximum Capacity' I A ENERGY STAR'Carded No Voltage,Phase,Frequency 208/230,1,80 Guaranteed Voltage Range VAC 198-253 Voltage:Indoor-Outdoor,S1-S2 VAC 208/230 Electrical Voltage:Indoor-Outdoor,S2-83 V DC 24 Short-circuit Current Rating[SCCR] kA 5 Recommended Fuse/Breaker Stze(Oudoor) A 25 Recommended Wire Size Dndoor-Outdoor] AWG 14 Power Supply Indoor unit Is powered by the outdoor unit MCA A 2.63 Fan Motor Full Load Amperage A 2.1 Fan Motor Output W 121 Fan Motor Type DC Motor Airflow Rate at Coding,Dry CFM 512-435-741 Airflow Rate at Coding,Wet CFM 461-072-067 Arnow Rate at Hsaft Dry CFM 512-835-741 Sound Pressure Level[Cooling] dB[A] 30-33-37 Indoor Unit Sound Pressure Level[Fasting] dB[A] 30-33-37 External Static Pressure In.WG 0.14-0.2-0.28-0.4-0.8 Drain Pipe Size In.[mm] 1-1/4[t2] Condensate Uft Mechanism,Maximum Distance In.[mm] 27-9/18[700] Coaling on Heat Exchanger External Finish Color Galvantwd Unit Dimensions W x D x H:In.[mm] 43-5/16 x 28-7/8 x 9-7/8[1100 x 732 x 2501 Package Dimensions W x D x H:In.[mm] 53-3/18 x 34-11/16 x 13-7/18[1350 x 880 x 341] Unit Weight Lbs.PW] 69[31] Package Weight Lbs.PM 82[37] Indoor Unit Operating Temperature Cooling Intake Air Temp[Maximum/Minimump •F 90 IDS, 72 WB/66 DB,61 WS Range Heating Intake Air Temp Naxlmum/Minimum] •F 77 DB/59 DB NOTES: AHRI Rated Conditions 'Cooling(Indoor//Outdoor) -F 80 DB,67 WB I/95 DB,75 WB (Rated data is determined at a fixed compressor speed) 'Heating at 47'F(Indoor//Outdoor) 'F 70 DB,60 WB I/47 DB,43 WB 3Heating at 17'F(Indoor//Outdoor) -F 70 DB,60 WB H 17 DB,15 WB Conditions 'Heating at 5'F(Indoor//Outdoor) -F 70 DB,60 WB H 5 DB,4 WB 'Heating at-4•F(Indoor I/Outdoor) 'F 70 DB,60 WB//4 DB,-5 WB 'Heating at-5'F(Indoor H Outdoor) 'F 70 IDS,60 WB H-5 DB,-6 WB 'Heating at-13'F(Indoor//Outdoor) 'F 70 DB,60 WB//-13 DB,-14 WB *Outdoor Unit Operating Temperature Range(Cooling Air Temp(Maximum I Minimum)): •Wind baffles required to operate below 23'F DB in cooling mode. •Refer to wind baffle documentation for further information. "Outdoor Unit Operating Temperature Range(Cooling Thermal Lock-out/Re-start Temperatures;Heating Thermal Lock-out/Re-start Temperatures): •System cuts out in heating mode to avoid thennistor error and automatically restarts at these temperatures. Specifications are subject to change without notice. 34 ©2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. SPECIFICATIONS: e . ' . . . . ; • MCA A 17.0 MOCP A 27 Fan Motor Output W 74 Arnow Rate CFM 1940/1940 Refrigerant Control LEV Defrost Method Reverse Cycle Sound Pressure Level,Cooling' dB(A) 52 Sound Pressure Level,heating' dB(A) 53 Compressor Type Scroll Outdoor Unit Compressor Model DNB26FBAMT Compressor Rated Load Amps A 9 Compressor Locked RotorAmps A 18.0 Compressor Oil Type//Charge oz. FVC68D//34 External Finish Color Ivory Munsell 3Y 7.811.1 Base Pan Heater Bulk-in Unit Dimensions W x D x H:In.[mm] 37-13/32 x 143/16 x 37-1/8[950 x 380 x 9431 Package Dimensions W x D x H:In.[mm] 41 x 18 x 41[1040 x 450 x 10331 Unit Weight Lbs.[kg] 190[88] Ped(age Weight Lbe.[kg] 210 MI Cooling Air Temp(Maximum/Minimum]' •F 115 DB/0 DS Outdoor Unit Operating Temperature Heating Air Tamp[Maximum/Minimum] 'F 70 DB,59 WB/-13 DS,-13 WB Range Heating Thermal Lockout/Re-start Temperatures— 'F -22/-13 Type R410A Refrigerant Charge Lbs,oz 7,11.0 Chargeiess Piping Length FL[m] 70.0[21.0] Additional Refrigerant Charge Per Additional Piping Length oz/Ft.Wm] 0.7[86] Gas Pipe Size O.D.[Flared] In.[mm] 5/8115.881 Liquid Pipe Size O.D.[Flared] In.[mm] 318[9.52] Piping Maximum Piping Length FL[m] _ 185[50] Maximum Height Difference Ft[m] 100[30] Maximum Number of Benda 15 NOTES: AHRI Rated Conditions 'Cooling(Indoor//Outdoor) •F 80 DB,67 WB//95 DB,75 WB (Rated data is determined at a fixed compressor speed) 'Heating at 47•F(Indoor//Outdoor) •F 70 DB,60 WB//47 DB,43 WB 'Heating at 17•F(Indoor//Outdoor) 'F 70 DB,60 WB//17 DB,15 WB Conditions •Heating at 56F(Indoor//Outdoor) 'F 70 DS,60 WB H 5 DS,4 WB 'Heating at-4•F(Indoor//Outdoor) •F 70 DB,60 WB//-4 DB,-5 WB 'Heating at-5°F(Indoor 1/Outdoor) 'F 70 DB,60 WB lI-5 DB,-6 WB 'Heating at-1 YF(Indoor//Outdoor) •F 70 DS,60 WB//-13 DB,-14 WB *Outdoor Unit Operating Temperature Range(Cooling Air Temp(Maximum/Minimum)): •Wind baffles required to operate below 23•F DS in cooling mode. •Refer to wind baffle documentation for further information. **Outdoor Unit Operating Temperature Range(Cooling Thermal Lockout/Re-start Temperatures;Heating Thermal Lockout/Re-start Temperatures): •System cuts out in heating mode to avoid thermistor error and automatically restarts at these temperatures. Specifications are subject to change without notice. 35 C 2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. e ACCESSORIES:INDOOR UNIT • 3411n Connector ❑ PAC-715AD BACnets and Modbus•Interface ❑ PAC-UKPRC001-CN-1 CN24 Relay Kit ❑ CN24RELAY4QT-CM3 Connector cable for remote display ❑ PACHA-EP IT Extender ❑ PAC-WHS011E-E Control Interface kumo station*for kumocloud* ❑ PAC-WHS01HC•E Lodrdown bracket for remote controller O RCMKPICB Remote Operation Adeptert O PACSF40RM-E Thermostat Interface ❑ PAC-US444CN-1 USNAP Adapter ❑ PAC-WHS01UP-E Wireless Interface for kumo doudO ❑ PAC-USWHS002-WF-2 Flush Mount Temperature Sensor ❑ PAC-USSEN001-FM-1 Remote Sensor Renate Temperature Sensor ❑ PAC SE41TS-E Wireless temperature and humility sensor for kumo cloud' ❑ FAC-USWHS003-TH-1 Airzone ZBS Wired Blueface Principal Controller White O AZZBSBLUEFACECB Airzone ZBS Wired Lite Controller White ❑ AZZBSLITECB Alnwe ZBS Wired Think Controller White ❑ A2ZBSTHINKCS Wired Remote Controller Airzone ZBS Wireless Lite Controller While ❑ A2ZBSLITERB Airzone ZBS Wireless Think Controller White ❑ AZZBSTHINKRB Deluxe Wired MA Remote Controller? ❑ PAR-40MAAU Simple MA Remote Contrdler< ❑ PAC-YT53CRAU-J Touch MA Controller* ❑ PAR-CTOIMAUSB Wireless Remote Controller kumo touch'RedLINK'Wireless Controller ❑ MHK2 Wireless MA Controller ❑ PAR-FA32MA-W Blue Diamond(Advanced)Mini Condensate Pump w/Reservoir 3 Sensor(208/230V)[recommsrided) ❑ X87-721 Condensate Blue Diamond(MegaBlue Advanced)Condensate Pump w/Reservoir R Sensor ❑ X87-M Blue Diamond Sensor Extenaan Cable—15 Ft. ❑ C13-103 Control Wire 20/2PR,1PR shielded+1PR plenum wire forAlmons,100 ft reel ❑ CW2042S2-100 20l2PR,shielded+1 PR plenum wire for Alrzone,SW R rest ❑ CW2042S2 M Disconnect Switch (30A/800V/UL)[fits 2-X 4-utility box]-Black ❑ TAZ-MS303 (30A/800V/UL)[fits 2-X 4-utility box]-White ❑ TAZ-MS303W Filter Box Filler Box with MERV 13 Filter ❑ FBM2-1-A 19 x 3/8'x 10'x 5/8'Lineset(Twin-Tube Insulation)TM ❑ MPLS385812T 10 100'x 3 V x 100'x 5/8'Lineset(Twin-Tube Insulation)n ❑ MPLS385812T-100 unseat 16 x 3W x 15'x 5/8'Unesel(Twin-Tube Insulation)TM ❑ MPLS385812T-15 30'x 3W x 30'x 5W Unseal:(Twin-Tube Insulation)^ ❑ MPLS385812T30 50'x 31W x 60'x 5V Li newt(Twin-Tube Insulatlon)^ ❑ MPLS385812T-50 85'x 3/8'x W x 6V LYroset(Twin-Tube Insulation)" ❑ MPLS385812T-85 NOTES: =PAC-SF40RM-E(Unable to use with wirers remote controAer) Specifications are subject to change without notice. 36 ©2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. OUTDOOR ACCESSORIES: PUZ-HA24NHAl Air Outlet Guide Air Outlet Guide(1 Piece) ❑ PAC-SG59SG-E Control/Service Tool Control/Service Tool ❑ PAC-SK52ST Distribution pipe Twinning Distribution Pipe(50:50)TM ❑ MSDD-50TR-E Drain Socket Drain Socket ❑ PAC-SG81 DS-E Hail Guards Hail Guard ❑ HG-A6 10'x 3/S'x 10'x 5/8'Lineset(TWn-Tubs Insulation)TM ❑ MPLS385812T-10 100'x 3W x 100'x 5/8'Lineset(TWn-Tubs Insulation)» ❑ MPLS386812T-100 Lineset 15'x 3/8'x 15'x 5/8'Lineset(Twin-Tube Insula0on)TM ❑ MPLS385812T--16 30'x 3/8'x 30'x 5/8'Lineset(Twin-Tube Insulation)" ❑ MPLS385812TS0 50'x 3ff x 50'x SW Lineset(Twin-Tube Insulation)tt ❑ MPLS385812T-50 S5'x 3W x 65'x 5/8'Lineset(Twin-Tube Insulation)tt ❑ MPLS3858M-65 "ET Co Nwbsr M-NET Converter ❑ PACSJ85MA-E M-NET Converter ❑ PACSJ95MA-E Mounting Pad Condensing Unit Mounting Pad:W x 42 x T ❑ ULTRILITF2 18'Single Fan Stand ❑ 0SMS11801M 24'Single Fan Stand ❑ OSMS2401M Stand Condenser Well Bracket ❑ OSWB2000M-1 Condenser wall Bracket Stainless Steel Finish ❑ OSWBSS Outdoor Unit Stand—12'High ❑ OSMS1201M Front Wind Baffle ❑ WB4M Wind BMk Rear Wind Baffle ❑ WB-RE5 Side Advanced Wind Baffle ❑ WBSDS Specifications are subject to change without notice. 37 ©2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. INDOOR UNIT 1 • 1 Opposite piping 378(14-15/16) 153(6-1/16) Note 1.Use an M10 screw for the suspension bolt side view Drain pips(O o32 1-1/4 Fresh air Intake a100(3-15/16) (field supply). knock out hole 2.Keep the service space for maintenance (Emergency drain) �29 — "Not94 at the bottom. BoltDm 3-e2. 1/B mourd hole 3.This drawing is for 24308642 KBTUM 5 models,which have 2 fans. I sidle view 09-12-15-18 KBTUM models have 1 fan. g 15(5/8) ® 16(3l4) 210(85/16) 4.If the inlet dud is used,remove the air filter(supplied with the unit),then 118 install the filter(field supply)at the suction side. Outlet air Top 5.Heat air to WC(32°F)or higher when side view taking fresh air with a fresh air intake. Air filter �j Air Air outlet inlet 14 g Unit:mm(in.) _ a Model J t Gas pipe z Liquid pipe _ _ 10(7/18) 09 KBTUM 62 e9.52 06.35 °' (r ,18 62 o12.7 06.35 o KBTUM (2-12) (1/2) 1/4 57(2-1/4 (S Mn i n bolt pitch) C 24.30 KBTUM 66 015.88 o9.52 ' (2-5/8) (518) (3/8) m 732 2B-7I8 N 36 42 KBTUM m „�� 32(1-6/16) 7 7-9/18 a a 298(L3A) D-in pipe Drain pump Unit:mm(In.) (M4a8ra 4fi pump sutlst) iv g eryr 2 Refrigerant pips uld 1g7ne) (O.Dwtt(1-t14) Model A B C D E F G H To 09,12,15,18 900 954 1000 880 800 858 72 F 103TUM (35-7/16)(37-9/18) (38.1/8) (31718) 9 (31-12) (33.13/18) (2-7M) �1 ae 24.30 KBTUM 1100 1164 1200 1080 17 1000 1058 Wes (43&18)(467H6) (47-1N) (41JN) (3M)) !;� n YJ 38,42 KBTUM 1400 1464 1500 1380 14 1300 1358 (3-1/8) --a2.91/8 (W1B) (57-U4) (59.1n8)(53-0/18) (513118) (5312) tD ul ul, Control box Bottom 1 Refrigerant piping(gas) ITenriml block(Transmssion 8 (sale)Piping 738 67(2- Term Power so Terminal block urce 67 side view 358(14-1/16) Drain 0.Da321-1/4KGravity drain) Specifications are subject to change without notice. 38 ©2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. OUTDOOR UNIT DIMENSIONS: PUZ-HA24NHAl Unlit:mm<in> It c syF Z Y ti Rtl E $� xa 4^� R LJ 00 /IIaa y 00 5sB .m O 00 Y rt f fsq e 4 +g $ fill $ ro 1 9A CC till a C. Cu b� �uM � 49 i �� � n A �•E d s a a, = _ !n to "~ vmwBoa �N 0 aF O O o ca - s Y o 1 Jq a § ira a��g E rc z Cp �i¢mrsr ti o� o C #C n a W O O a 1340 Satellite Boulevard Suwanee,GA 30024 Toll Free:800-433-4822 www.mehvac.com 17 a. FORM#PEAD-A24AA7&PUZ-HA24NHAl-202108 Intertek Specifications are subject to change without notice. 39 ©2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. • MITSUBISHI TOUCH MA CONTROLLER AVW ELECTRIC Job Name: System Reference: Date: CAPABILmES •Bluetooth connection to remotely control settings on Touch MA controller • Supports both Fahrenheit and Celsius - Logo transmission • Basic functions: - Clock synchronization ON/OFF - Copy settings from one controller to others • Operation mode:AUTO,COOL, •Wiring:Uses two-wire,stranded,non-polar control wire for connecting TB15 connection HEAT,FAN terminal on the indoor unit Vane Setting:Auto,Step 1-5,Swing Airflow direction High Power Daylight Savings Time(DST) - Operate at higher-than-normal capacity to bring the room to set temperature quickly for up to 30 minutes • Restriction •On/Off Timer - Set temperature range limits - Set On Time(5-minute increments) (dependent on system connected): Set O Cooling from 67°F to 95°F - Off Time(5-minute increments) = Repeat daily Heating from 40°F to 83°F Auto(Single Set Point)from 67°F - Home screen display icon to 83°F •Auto-Off Timer - Operation lock:On/Off,Mode,Set - Automatically turns unit off after preset time is reached Temperature,Vane,Menu,Fan, - Time range:30 to 240 minutes(10-minute increments) Louver,Hold - Home screen display icon Home screen display icon •Weekly Timer • Ventilation( Oft,Low,High - Schedulable:Mon,Tue.Wed,Thu,Fri,Sat,Sun - Manual vaneane a anglgl e:No Settinng,Step 1-5,Draft Reduction,All outlet - 1 to 8 time periods per day(5-minute increments) Draft reduction mode keeps the vane •Set Mode:On/Off/Auto(Dual set point) angle more horizontal than the angle - Set Temperature of Step 1 Room Temperature can be sensed •Outdoor Unit silent mode either at the indoor unit(default)or - Schedulable:Mon,Tue,Wed,Thu,Fri,Sat,Sun the remote controller - StarUStop times(5-minute increments) CITY MULTI-units only OIL� �` � - Silent levels:Normal,Middle,Quiet • Error code notification •Energy saving features: Displays error code and error unit - Automatic return to the preset temperature set point if the set point is changed from the address remote controller after a preset time mange Error time occurrence - Cool preset temperature:Cool,Dry,Auto-Cool Contact information is accessible - Heat preset temperature:Heat,Auto-Heat • n9 Grou P i - Range:30 to 120 minutes(10.minute increments) - Only one remote controller can be connected to a group made up of indoor units - Energy-saving Operation Schedule The MA Touch Remote Controller cannot be used in combination with other MA remote Schedulable:Mon,Tue,Wed,Thu,Fri,Sat,Sun controllers 1 to 4 time periods per day(5-minute increments) • Addressing:No addressing required Four daily patterns with time periods(5 minute increments)and energy-saving rate 0% to 90 • Customizable display Home screen display icon Customizable Text and background color - Night setback Logo Transmission:load a custom image onto the screen using the smartphone app. - Starts Heat/Cool operation when room temperature exceeds preset temperature range • Main Display - Adjustable time range(5-minute increments) Full:Shows all icons and values Requires crossover wiring for grouping across indoor units Basic:Limited to Mode,Set Temperature,Fan,Time&Day Temporarily disable display for cleaning Fitter maintenance notification po ly p y ng(30 seconds) Adjustable contrast level Dimensions W x H x D:2-9/16 x 4-3/4 x 9/16 Inches Language-English,French,Spanish (65 x 120 x 14.1 mm) Specifications are subject to change without notice. ©2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 40 4 SPECIFICATIONS, DIMENSIONS, MOUNTING DIAGRAM, INSTALLATION SPACE: PAR-CT01MAU-SB SPECIFICATIONS Product Size(W x H x D) In.(mm) 2-9/16 x 4-3/4 x 9/16(65 x 120 x 14.1) Net Weight Lbe.(kg) 13164(0.09) Rated Power Supply Voltage 12 VDC(supplied from Indoor unite) Power Consumption W 0.6 Usage Environment Temperature:32-104'F(0-40'C)Humidity:25-90%RH(with no dew condensation) Material Main Body:ABS DIMENSIONS Unit:nr in.) (Front view) (Side view) (Rear view) O a 0 N O 65[2-9/1 14.1[9r161 MOUNTING DIAGRAM Ir--z\ -1 I 75,B1 N 1 � Jh' + ut IT o r I 6 // (1116) I -- - 1.5(1/16)or lessIL 10 54 -1/8 _/ 3/8 unit:mm(in) INSTALLATION SPACE 3011-116) Y 30 External dimensions of remote Controller 1316i 1-116) Minimum required space around the remote controller Temperature sensor 50(1.31(32) unit:mm(in) Specifications are subject to change without notice. ©2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 41 COMPATIBILITY • ' CITY MULTI M-Series P-Sep— PMFY-NBMU:YES MFZ-KA:YES PCA:YES PEFY-NMHU:YES MFZ-KJ:YES' PEA:YES PEFY-NMAU:YES MSZ/Y--A:YES' PEAR:YES PEFY-NMHSU:YES MSZ/Y-D:YES' PKA:YES PEFY-NMLU:YES MS-WA:NO PLA:YES PEFY-NMSU:YES MSZ-FD:YES' PVA:YES PLFY-NAMU:YES MSZ-FE:YES' PLFY-NBMU:YES MSZ/1'--GE:YES' PLFY-NCMU:YES MSW-GL:YES' PIFY-NEMU:YES MSW-GS:YES' PLFY-NFMU:YES MSZ-FH:YES' PLFY-NLMU:YES MSZ-FS:YES' PCFY-VKM:YES MSZ-HE:NO PCFY-NGMU:YES MSZ-HM:NO PCFY-NKMU:YES MSZ-JP:YES' PFFY-NEMU:YES MSZ-WR:YES' PFFY-NRMU:YES MVZ-AA4:YES PVFY-E00:YES MVZ-AA7:YES PVFY-NAMU:YES SVZ-KP:YES PKFY-NAMU:YES SEZ-KD:YES PKFY-NFMU:YES SEZ404:YES PKFY-NGMU:YES SLZ-KA:YES PKFY-NBMU:YES MLZ4(P:YES' PKFY-NHMU:YES 'RaWhm MAC-3341F-E PKFY-NKMU:YES 1340 Satellite Boulevard.Suwanee,GA 30024 Toll Free:8004334822 www.mehvac.com FORM#M SUBMITTAL PAR-CT01 MAU-SB-202103 Specifications are subject to change without notice. ©2021 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. 42 Warranty Document MITSUBISHI MITSUBISHI ELECTRIC US, INC. l'ft ELECTRIC Cooling &Heating 1340 Satellite Boulevard COOLING & HEATING Suwanee, GA 30024 LIMITED WARRANTY STATEMENT Mitsubishi Electric P-Series Split Air-conditioner and Heat-pump Systems Subject to the terms and conditions of this Limited Warranty, the Cooling & Heating Division of MITSUBISHI ELECTRIC US, INC. ("MEUS")warrants to the original owner of this P-Series product if purchased on or after April 1, 2015 from a licensed HVAC contractor and installed by such contractor in the continental United States,Alaska and Hawaii,that: A. The parts are warranted for a period of five (5) years to the original owner of the System. If any parts should prove defective due to improper workmanship and/or material for a period of five (5) years from the date of installation,MEUS will replace any defective part without charge for the part. Replacement parts are warranted for the remainder of the original 5-year warranty period. Parts used for replacement may be of like kind and quality and may be new or remanufactured. Defective parts must be made available to MEUS in exchange for the replacement parts and become the property of MEUS. B. The compressor is warranted for a period of seven (7) years to the original owner of this System. If the compressor should prove defective due to improper workmanship and/or material for a period of seven(7)years from the date of installation, MEUS will replace the defective compressor without charge for the compressor. Replacement compressors are warranted for the remainder of the original 7-year warranty period. Compressors used for replacement may be of like kind and quality and may be new or remanufactured. Defective compressors must be made available to MEUS in exchange for the replacement compressor and become the property of MEUS. C. Notwithstanding the foregoing, if the System is installed and registered within 90 days from installation, the parts and compressor will be warranted for a period of 10 years to the original owner. Specifically,if any parts and/or the compressor should prove defective due to improper workmanship and/or material for a period of ten (10) years from the date of installation, MEUS will replace any defective parts or compressor without charge for the part or compressor. The replacement parts and/or compressor are warranted for the remainder of the original 10-year warranty period. Parts and/or compressors used for replacement may be of like kind and quality and may be new or remanufactured. Defective parts and/or compressors must be made available to MEUS in exchange for the replacement parts and become the property of MEUS. D. Notwithstanding the foregoing, if the System is installed by an MEUS DIAMOND CONTRACTOR in a residential single-family home and registered within 90 days from installation,the parts and compressor will be warranted for a period of 12 years to the original owner,so long as the original owner resides in the home. Specifically, if any parts and/or the compressor should prove defective due to improper workmanship and/or material for a period of twelve (12) years from the date of installation, MEUS will replace any defective parts or compressor without charge for the part or compressor.The replacement parts and/or compressor are warranted for the remainder of the original 12-year warranty period. Parts and/or compressors used for replacement may be of like kind and quality and may be new or remanufactured. Defective parts and/or compressors must be made available to MEUS in exchange for the replacement parts and become the property of MEUS. E. NO LABOR. These limited warranties do NOT include labor or any other costs incurred for service, maintenance, repair, removing, replacing, installing, complying with local building and electric codes, shipping or handling, or replacement of the System,compressors or any other parts. For items that are designed to be maintained or replaced by the original owner, the original owner is solely responsible for all labor and other costs of maintaining, installing, replacing, disconnecting or dismantling the System and parts (such as filters or belts) in connection with owner- required maintenance. Air filter cleaning and/or replacement for each applicable indoor unit are owner-required maintenance, and labor for this procedure is not covered under warranty. Please consult the applicable technical documentation for air filter cleaning and other maintenance procedures. F. PROPER INSTALLATION. This Limited Warranty applies only to Systems that are installed by contractors who are licensed for HVAC installation under applicable local and state law,and who install the Systems in accordance with(i) all applicable building codes and permits: (ii) MEUS's installation and operation instructions: and (iii) good trade practices. April 2015 P-Series 1 43 r MITSUBISHI MITSUBISHI ELECTRIC US, INC. Cooling & Heating 1 ELECTRIC 1340 Satellite Boulevard COOLING & HEATING Suwanee, GA 30024 G. REGISTRATION. To receive certain benefits under this Limited Warranty, as set forth in more detail above, the product must be registered within 90 days of installation. To register, the original owner may complete and return the postage-paid registration card by U.S. mail or may register the product online at www.mitsubishicomfort.com. MEUS Diamond Contractors may submit product registration information online via the extranet portal. Residents of California or Quebec need not register the product to receive warranty benefits, but are encouraged to do so. BEFORE REQUESTING SERVICE, please review the applicable technical documentation to insure proper installation and correct customer control adjustment for the System. If the problem persists, please arrange for warranty service. 1) TO OBTAIN WARRANTY PARTS SERVICE: a. Contact the licensed contractor who installed the System or the nearest licensed contractor, dealer or distributor (whose name and address may be obtained on our website at www.mehvac.com)of any defect within the applicable warranty time period. b. Proof of the installation date by a licensed contractor is required when requesting warranty service. Present the sales receipt, building permit or other document which establishes proof and date of installation. In the absence of acceptable proof, this Limited Warranty shall be deemed to begin one hundred twenty (120) days after the date of manufacture stamped on the System. C. This Limited Warranty applies only to Systems purchased on or after April 1, 2015, only while the System remains at the site of the original installation,and only to locations within the continental United States,Alaska and Hawaii. 2) THIS LIMITED WARRANTY DOES NOT COVER: property damages, malfunction or failure of the System, or personal injury caused by or resulting from: (a) accident, abuse, negligence or misuse; (b) operating the System in a corrosive or wet environment, including those containing chlorine, fluorine or any other hazardous or harmful chemicals or environmental factors, including sea- or salt-water; (c) installation, alteration, repair or service by anyone other than a licensed contractor or other than pursuant to the manufacturer's instructions; (d) improper matching of System components; (e) improper sizing of the System; (f) improper or deferred maintenance contrary to the manufacturer's instructions; (g) physical abuse to or misuse of the System (including failure to perform any maintenance as described in the Operation manual such as air filter cleaning, or any System damaged by excessive physical or electrical stress, (h) Systems that have had a serial number or any part thereof altered, defaced or removed; (i) System used in any manner contrary to the Operation Manual; Q) freight damage; or (k) damage caused by force majeure or other factors such as power surge damage caused by lightning and fluctuations in or interruptions of electrical power. 3) THIS LIMITED WARRANTY ALSO EXCLUDES: (a) SERVICE CALLS WHERE NO DEFECT IN THE SYSTEM COVERED UNDER THIS WARRANTY IS FOUND: (b)System installation or set-ups; (c)Adjustments of user controls; (d) Systems purchased or installed outside the continental United States, Alaska and Hawaii; or (e) Systems purchased or installed prior to April 1,2015. Consult the operating instructions for information regarding user controls. 4) This Limited Warranty shall not be enlarged, extended or affected by, and no obligation or liability shall arise or grow out of, MEUS providing, directly or indirectly, any technical advice, information and/or service to original owner in connection with the System. 5) EXCEPT AS OTHERWISE PROVIDED IN THIS LIMITED WARRANTY, MEUS MAKES NO OTHER WARRANTIES OF ANY KIND WHATSOEVER REGARDING THE SYSTEM. MEUS DISCLAIMS AND EXCLUDES ALL WARRANTIES NOT EXPRESSLY PROVIDED HEREIN AND ALL REMEDIES WHICH, BUT FOR THIS PROVISION, MIGHT ARISE BY IMPLICATION OR OPERATION OF LAW, INCLUDING, WITHOUT LIMITATION, THE IMPLIED WARRANTIES OF MERCHANTABILITY, NON-INFRINGEMENT OF THIRD PARTY RIGHTS, AND OF FITNESS FOR ANY PARTICULAR PURPOSE. NO ONE IS AUTHORIZED TO CHANGE THIS LIMITED WARRANTY IN ANY RESPECT OR TO CREATE ANY OTHER OBLIGATION OR LIABILITY FOR MEUS IN CONNECTION WITH THE SYSTEM. MEUS DISCLAIMS ALL LIABILITY FOR THE ACTS, OMISSIONS AND CONDUCT OF ALL THIRD PARTIES (INCLUDING, WITHOUT LIMITATION,THE INSTALLING CONTRACTOR) IN CONNECTION WITH OR RELATED TO THE SYSTEM. 6) UNDER NO CIRCUMSTANCES SHALL MEUS BE LIABLE FOR ANY INDIRECT, INCIDENTAL, SPECIAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, INFRINGEMENT OF THIRD PARTY RIGHTS, LOST GOODWILL, LOST REVENUES OR PROFITS,WORK STOPPAGE, SYSTEM FAILURE, IMPAIRMENT OF OTHER GOODS, COSTS OF REMOVAL AND REINSTALLATION OF THE SYSTEM, LOSS OF USE, INJURY TO April 2015 P-Series 2 44 AAMITSUBISHI MITSUBISHI ELECTRIC US, INC. k ELECTRIC Cooling & Heating 1340 Satellite Boulevard COOLING & HEATING Suwanee, GA 30024 PERSONS OR PROPERTY ARISING OUT OR RELATED TO THE SYSTEM WHETHER BASED ON BREACH OF WARRANTY, BREACH OF CONTRACT, TORT OR OTHERWISE, EVEN IF MEUS HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGE. IN NO EVENT SHALL MEUS'S LIABILITY EXCEED THE ACTUAL PURCHASE PRICE OF THE SYSTEM WITH RESPECT TO WHICH ANY CLAIM IS MADE. 7) SOME STATES DO NOT ALLOW LIMITATIONS ON WARRANTIES OR EXCLUSIONS OR LIMITATION OF DAMAGES, SO THE ABOVE LIMITATIONS OR EXCLUSIONS MAY NOT APPLY. 8) DISPUTE RESOLUTION. For any dispute with MEUS, you agree to first contact us by phone (800-433-4822) or e-mail (CustomerCare@hvac.mea.com) or U.S. Mail at Mitsubishi Electric US, Inc., ATTN: Customer Care, 1340 Satellite Blvd., Suwanee, GA 30024, and attempt to resolve the dispute with us informally by providing your name, address, and contact information and describing the nature of the dispute. In the unlikely event that MEUS has not been able to resolve a dispute with you within 60 days of your original informal claim(or sooner if, in MEUS's opinion, a dispute is not likely to be resolved within 60 days), we each agree to resolve any claim, dispute, or controversy arising out of or in connection with or relating to this Limited Warranty, or the breach or alleged breach thereof(collectively, "Claims"), by binding arbitration before an arbitrator from Judicial Mediation and Arbitration Services ("JAMS")located in Gwinnett County, Georgia. JAMS may be contacted at www.jamsadr.com and will require you to pay an initial filing fee set by JAMS (unless you successfully apply for a waiver of this fee from JAMS). All other JAMS costs associated with the arbitration will be borne by MEUS. The arbitration will be conducted in Gwinnett County, Georgia, unless you request an in-person hearing where you live, or if you and MEUS agree otherwise. If the arbitrator decides in your favor, the award may include your costs of arbitration, your reasonable attorneys' fees and your reasonable costs for any expert and other witnesses, and any judgment on the award rendered by the arbitrator may be entered in any court of competent jurisdiction. If the arbitrator makes an award in your favor greater than MEUS's last written offer, MEUS will pay you the greater of the award or$500, plus your reasonable attorney's fees, if any, and reimburse any reasonable expenses (including reasonable expert witness fees and costs)that are reasonably accrued for investigating, preparing, and pursuing your claim in arbitration,as determined by the arbitrator or as agreed to by you and MEUS. Any judgment on the award rendered by the arbitrator may be entered in any court of competent jurisdiction. You may sue under state law in a small claims court of competent jurisdiction without first engaging in arbitration, but you must engage in arbitration before suing under the Federal Magnuson-Moss Act. 9) All claims must be brought in the parties' individual capacity, and not as a plaintiff or class member in any purported class or representative proceeding.This waiver applies to class arbitration unless such arbitration is necessary to effectuate the enforcement of the court class action waiver or in the event that class arbitration is expressly agreed to by MEUS. You agree that you and MEUS are each waiving the right to a trial by jury or to participate in a class action. 10) You may opt-out of the foregoing arbitration and class action/jury trial waiver provision of this Limited Warranty by notifying MEUS in writing within 30 days of purchase. Such written notification must be sent to Mitsubishi Electric US, Inc., ATTN: Legal, 5900-A Katella Avenue, Cypress, CA 90630, and must include (1) your name, (2) your address, (3) your warranted product's serial number, and (4)a clear statement indicating that you do not wish to resolve disputes through arbitration and demonstrating compliance with the 30-day time limit to opt-out. 11) If any clause herein is found to be illegal or unenforceable, that clause will be severed from this Limited Warranty and the remainder of the Limited Warranty will be given full force and effect. As noted above, if a class action waiver of both court and arbitration class actions is found unenforceable, class arbitration will be expressly allowed under the Limited Warranty. 12) Residents of California and Quebec do not need to register the product in order to get all of the rights and remedies of registered original owners under this warranty. 13) This Limited Warranty gives the original owner specific legal rights and the original owner may also have other rights that vary from state to state. 14) This Limited Warranty is valid only in the continental United States,Alaska and Hawaii,and it is not transferable. April 2015 P-Series 3 45 MITSUBISHI ELECTRIC TRANE HVAC US LLC 1340 Satellite Boulevard Suwanee.GA 30024 Applicable Outdoor Models: SUZ-KA*NA2, SUZ-KA*NAR1, MUZ-JP*, MUFZ-KJ*, MUZ-GL*, MUY-GL*, MXZ-2-8C*, MUZ- FH*, MUZ-HE*, MUZ-D*, MUY-D* Applicable Indoor Models: MSZ-JP*, MSZ-EF*, MSZ-GL*, MSY-GL*, MSZ-FH*, MSZ-HE*, SEZ-KD*NA4, SEZ-KD*NA4R1, MFZ-KJ*, SLZ-KA*NAR1, SLZ-KF*, SVZ-KP*, MVZ-A*, MLZOKP* LIMITED WARRANTY STATEMENT Mitsubishi Electric M-Series Split Air-conditioner and Heat-pump Systems Subject to the terms and conditions of this Limited Warranty Statement(the"Limited Warranty"), MITSUBISHI ELECTRIC TRANE HVAC US LLC("METUS")warrants to the original purchaser of this M-Series System (as used herein, "System"shall mean M-Series outdoor and indoor components connected via refrigerant piping and electrical wiring)purchased on or after May 1, 2019 from a licensed HVAC contractor and installed by such contractor in the continental United States,Alaska and Hawaii, that: A. The parts are warranted for a period of five (5) years to the original owner of the System. If any parts should prove defective due to improper workmanship and/or material for a period of five(5)years from the date of installation, METUS will replace any defective part without charge for the part. Replacement parts are warranted for the remainder of the original 5-year warranty period. Parts used for replacement may be of like kind and quality and may be new or remanufactured.Defective parts must be made available to METUS in exchange for the replacement parts and become the property of METUS. B. The compressor is warranted for a period of seven (7) years to the original owner of this System. If the compressor should prove defective due to improper workmanship and/or material for a period of seven (7)years from the date of installation, METUS will replace the defective compressor without charge for the compressor. Replacement compressors are warranted for the remainder of the original 7-year warranty period.Compressors used for replacement may be of like kind and quality and may be new or remanufactured. Defective compressors must be made available to METUS in exchange for the replacement compressor and become the property of METUS. C. Notwithstanding the foregoing, if the System is installed in a residential single-family home and registered within 90 days from installation, the parts and compressor will be warranted for a period of 10 years, to the original owner,so long as the original owner resides in the home. Specifically,if any parts and/or the compressor should prove defective due to improper workmanship and/or material for a period of ten (10) years from the date of installation, METUS will replace any defective parts or compressor without charge for the part or compressor. The replacement parts and/or compressor are warranted for the remainder of the original 10-year warranty period. Parts and/or compressors used for replacement may be of like kind and quality and may be new or remanufactured.Defective parts and/or compressors must be made available to METUS in exchange for the replacement parts and become the property of METUS. D. Notwithstanding the foregoing, if the System is installed in a residential single-family home by a DIAMOND CONTRACTOR and registered within 90 days from installation,the parts and compressor will be warranted for a period of 12 years,to the original owner,so long as the original owner resides in the home. Specifically,if any parts and/or the compressor should prove defective due to improper workmanship and/or material for a period of twelve (12)years from the date of installation, METUS will replace any defective parts or compressor without charge for the part or compressor.The replacement parts and/or compressor are warranted for the remainder of the original 12-year warranty period. Parts and/or compressors used for replacement may be of like kind and quality and may be new or remanufactured. Defective parts and/or compressors must be made available to METUS in exchange for the replacement parts and become the property of METUS. E. NO LABOR. These limited warranties do NOT include labor or any other costs incurred for service, maintenance, repair, removing, replacing, installing, complying with local building and electric codes, shipping or handling, or replacement of the System, compressors or any other parts. For items that are designed to be maintained or replaced by the original owner, the original owner is solely responsible for all labor and other costs of maintaining, installing, replacing,disconnecting or dismantling the System and parts(such as filters or belts)in connection with owner-required maintenance. Air filter cleaning and/or replacement for each applicable indoor unit are owner-required maintenance, Rev-5.1.19 www.metahvac.com 800.433.4822 46 L and labor for this procedure is not covered under warranty. Please consult the applicable technical documentation for air filter cleaning and other maintenance procedures. F. PROPER INSTALLATION. This Limited Warranty applies only to Systems that are installed by contractors who are licensed for HVAC installation under applicable local and state law, and who install the Systems in accordance with (i) all applicable building codes and permits: (ii) METUS's installation and operation instructions: and (iii) good trade practices. G. REGISTRATION. To receive certain benefits under this Limited Warranty,as set forth in more detail above,the product must be registered within 90 days of installation. To register,the original owner may complete and return the postage- paid registration card by U.S.mail or may register the product online at www.registermehvac.com.Diamond Contractors may submit product registration information online via the extranet portal. Residents of California or Quebec need not register the product to receive warranty benefits, but are encouraged to do so. BEFORE REQUESTING SERVICE, please review the applicable technical documentation to insure proper installation and correct customer control adjustment for the System. If the problem persists, please arrange for warranty service. 1) TO OBTAIN WARRANTY SERVICE: a. Contact the licensed contractor who installed the System or the nearest licensed contractor, dealer, or distributor (whose name and address may be obtained on our website at www.mitsubishicomfort.com of any defect within the applicable warranty time period. b. Proof of the installation date by a licensed contractor is required when requesting warranty service. Present the sales receipt, building permit or other document which establishes proof and date of installation. In the absence of acceptable proof, this Limited Warranty shall be deemed to begin one hundred twenty (120) days after the date of manufacture stamped on the System. C. This Limited Warranty applies only to Systems purchased on or after May 1,2019, only while the System remains at the site of the original installation, and only to locations within the continental United States,Alaska and Hawaii. 2) THIS LIMITED WARRANTY DOES NOT COVER: property damages, malfunction or failure of the System, or personal injury caused by or resulting from: (a)accident,abuse, negligence or misuse; (b)operating the System in a corrosive or wet environment, including those containing chlorine, fluorine or any other hazardous or harmful chemicals or environmental factors, including sea-or salt-water; (c)installation, alteration, repair or service by anyone other than a licensed contractor or other than pursuant to the manufacturer's instructions;(d)improper matching of System components; (e)improper sizing of the System; (f) improper or deferred maintenance contrary to the manufacturer's instructions; (g) physical abuse to or misuse of the System (including failure to perform any maintenance as described in the Operation manual such as air filter cleaning, or any System damaged by excessive physical or electrical stress; (h)Systems that have had a serial number or any part thereof altered, defaced or removed; (i) System used in any manner contrary to the Operation Manual; 0)freight damage; or (k) events of force majeure or damage caused by other external factors such as lightning, power surges, fluctuations in or interruptions of electrical power, rodents,vermin, insects,or other animal-or pest-related issues. 3) THIS LIMITED WARRANTY ALSO EXCLUDES: (a)SERVICE CALLS WHERE NO DEFECT IN THE SYSTEM COVERED UNDER THIS WARRANTY IS FOUND: (b) System installation or set-ups; (c)Adjustments of user controls; (d) Systems purchased or installed outside the continental United States,Alaska and Hawaii;or(e)Systems purchased or installed prior to May 1,2019. Consult the operating instructions for information regarding user controls. 4) This Limited Warranty shall not be enlarged,extended or affected by, and no obligation or liability shall arise or grow out of, METUS providing,directly or indirectly,any technical advice, information and/or service to original owner in connection with the System. 5) EXCEPT AS OTHERWISE PROVIDED IN THIS LIMITED WARRANTY, METUS MAKES NO OTHER WARRANTIES OF ANY KIND WHATSOEVER REGARDING THE SYSTEM. METUS DISCLAIMS AND EXCLUDES ALL WARRANTIES NOT EXPRESSLY PROVIDED HEREIN AND ALL REMEDIES WHICH, BUT FOR THIS PROVISION, MIGHT ARISE BY IMPLICATION OR OPERATION OF LAW, INCLUDING, WITHOUT LIMITATION, THE IMPLIED WARRANTIES OF Rev-5.1.19 47 s MERCHANTABILITY, NON-INFRINGEMENT OF THIRD PARTY RIGHTS, AND OF FITNESS FOR ANY PARTICULAR PURPOSE. NO ONE IS AUTHORIZED TO CHANGE THIS LIMITED WARRANTY IN ANY RESPECT OR TO CREATE ANY OTHER OBLIGATION OR LIABILITY FOR METUS IN CONNECTION WITH THE SYSTEM, METUS DISCLAIMS ALL LIABILITY FOR THE ACTS, OMISSIONS AND CONDUCT OF ALL THIRD PARTIES (INCLUDING, WITHOUT LIMITATION,THE INSTALLING CONTRACTOR) IN CONNECTION WITH OR RELATED TO THE SYSTEM. 6) UNDER NO CIRCUMSTANCES SHALL METUS BE LIABLE FOR ANY INDIRECT, INCIDENTAL, SPECIAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING,WITHOUT LIMITATION, INFRINGEMENT OF THIRD PARTY RIGHTS, LOST GOODWILL, LOST REVENUES OR PROFITS, WORK STOPPAGE, SYSTEM FAILURE, IMPAIRMENT OF OTHER GOODS, COSTS OF REMOVAL AND REINSTALLATION OF THE SYSTEM, LOSS OF USE, INJURY TO PERSONS OR PROPERTY ARISING OUT OR RELATED TO THE SYSTEM WHETHER BASED ON BREACH OF WARRANTY, BREACH OF CONTRACT, TORT OR OTHERWISE, EVEN IF METUS HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGE. IN NO EVENT SHALL METUS'S LIABILITY EXCEED THE ACTUAL PURCHASE PRICE OF THE SYSTEM WITH RESPECT TO WHICH ANY CLAIM IS MADE. 7) SOME STATES DO NOT ALLOW LIMITATIONS ON WARRANTIES OR EXCLUSIONS OR LIMITATION OF DAMAGES,SO THE ABOVE LIMITATIONS OR EXCLUSIONS MAY NOT APPLY. 8) DISPUTE RESOLUTION. For any dispute with METUS, you agree to first contact us by phone (800-433-4822)or e-mail (CustomerCare@hvac.mea.com) or U.S. Mail at Mitsubishi Electric TRANE HVAC US LLC ATTN: Customer Care, 1340 Satellite Blvd., Suwanee,GA 30024,and attempt to resolve the dispute with us informally by providing your name,address, and contact information and describing the nature of the dispute. In the unlikely event that METUS has not been able to resolve a dispute with you within 60 days of your original informal claim (or sooner if, in METUS's opinion, a dispute is not likely to be resolved within 60 days), we each agree to resolve any claim, dispute, or controversy arising out of or in connection with or relating to this Limited Warranty, or the breach or alleged breach thereof (collectively, "Claims"), by binding arbitration before an arbitrator from Judicial Mediation and Arbitration Services("JAMS")located in Gwinnett County, Georgia.JAMS may be contacted at www.jamsadr.com and will require you to pay an initial filing fee set by JAMS (unless you successfully apply for a waiver of this fee from JAMS). All other JAMS costs associated with the arbitration will be borne by METUS. The arbitration will be conducted in Gwinnett County, Georgia, unless you request an in-person hearing where you live, or if you and METUS agree otherwise. If the arbitrator decides in your favor, the award may include your costs of arbitration,your reasonable attorneys'fees and your reasonable costs for any expert and other witnesses, and any judgment on the award rendered by the arbitrator may be entered in any court of competent jurisdiction. If the arbitrator makes an award in your favor greater than METUS's last written offer, METUS will pay you the greater of the award or$500, plus your reasonable attorney's fees, if any,and reimburse any reasonable expenses(including reasonable expert witness fees and costs) that are reasonably accrued for investigating, preparing, and pursuing your claim in arbitration, as determined by the arbitrator or as agreed to by you and METUS. Any judgment on the award rendered by the arbitrator may be entered in any court of competent jurisdiction. You may sue under state law in a small claims court of competent jurisdiction without first engaging in arbitration,but you must engage in arbitration before suing under the Federal Magnuson- Moss Act. 9) All claims must be brought in the parties' individual capacity,and not as a plaintiff or class member in any purported class or representative proceeding.This waiver applies to class arbitration unless such arbitration is necessary to effectuate the enforcement of the court class action waiver or in the event that class arbitration is expressly agreed to by METUS. You agree that you and METUS are each waiving the right to a trial by jury or to participate in a class action. 10) You may opt-out of the foregoing arbitration and class action/jury trial waiver provision of this Limited Warranty by notifying METUS in writing within 30 days of purchase. Such written notification must be sent to Mitsubishi Electric TRANE HVAC US LLC ATTN: Legal, 5900-A Katella Avenue, Cypress, CA 90630, and must include(1)your name, (2)your address, (3) your warranted product's serial number,and(4)a clear statement indicating that you do not wish to resolve disputes through arbitration and demonstrating compliance with the 30-day time limit to opt-out. 11) If any clause herein is found to be illegal or unenforceable,that clause will be severed from this Limited Warranty and the remainder of the Limited Warranty will be given full force and effect. As noted above, if a class action waiver of both court and arbitration class actions is found unenforceable, class arbitration will be expressly allowed under the Limited Warranty. Rev-5.1.19 48 s A 12) Residents of California and Quebec do not need to register the product in order to get all of the rights and remedies of registered original owners under this warranty. 13) This Limited Warranty gives the original owner specific legal rights and the original owner may also have other rights that vary from state to state. 14) This Limited Warranty is valid only in the continental United States,Alaska and Hawaii,and it is not transferable. Rev-5.1.19 49 BUIL MENT VIL4ET)RVE O F R0Y0 r O, OK 938 KING BRO' NY 10573 f-.L` APR 2 1 202 2 99-066843 ) o rRYEB ROOK VILLAGE C 131_10-DING rEPQRTMFNT *********************************************************************************************************** FOR OFFICE USE ONLY: BOT Approval Date: PB Approval Date: BOT Disapproval Date: PB Disapproval Date: Attach Resolution Hereto: BOT[ 1 PB[,ZBA[ ] Chairman: m�,, ) SITE PLAN FEE: 3a5—/ob DATE PAID: ��-crz/-0�4�- ENVIRONMENTAL FEE: S�.5po--Pb DATE PAID: C) OTHER: *********************************************************************************************************** APPLICATION FOR SITE PLAN APPROVAL Submission of this application does not assure placement on any Planning Board Agenda.The Applicant will be notified of such placement. *********************************************************************************************************** This application references but is not limited to the following sections of the Code of the Village of Rye Brook;§250 ZONING,§209 SITE PLAN REVIEW,§235 TREES,§107 DEMOLITION OF BUILDINGS,§224 SWIMMING POOLS,§121 EXCAVATION&TOPSOIL REMOVAL, §118 EROSION&SEDIMENT CONTROL, §213 STEEP SLOPES PROTECTION, §219 SUBDIVISION OF LAND, §250-40 NOTIFICATION REQUIREMENTS. Applicants and their Design Professionals are strongly advised to review the above mentioned code sections online at,www.ryebrook.org prior to completing and/or submitting this application. APPLICATION FEE SCHEDULE: Residential Dwellings- $325.00,plus$200.00 per additional dwelling unit. Non-Residential Buildings- $475.00,plus $30.00 per parking space. Planned Unit Development-$600.00,per acre PUD Amendment- $300.00 Site Plan Amendment- $575.00 Wetlands&Watercourse- $1,150.00,permit$250.00 Consultant Review(Escrow)Fee: Minimum fee$250.00-maximum fee$2,500.00 to be determined by the Village Engineer. Application fees are non-refundable. The applicant's Escrow Account must have a positive balance at all times prior to any Consultant,Attorney, or Village review. Escrow Fees and Site Plan Fees must be paid on separate checks made payable to the Village of Rye Brook. *********************************************************************************************************** 1. Site Address: 48 Rock Ridge Drive Parcel ID#:135.28-1-17 Zone: R-10 2. Property Owner:Gesthimani Kouloukis Address: 1 Nikki Dr.,White Plains, NY 10605 E-Mail: gesthimania@aol.com Tel.#: 914-761-3907 Other: 3. Applicant: same as owner Address: E-Mail: Tel.#: Other: 4. Design Professional: Eliot Senor, P.E., L.S., Gabriel E.Senor, P.C. Address: 90 N. Central Ave., Hartsdale NY 10530 E-Mail: info@gesenor.com Tel.#: 914-422-0070 Other: 5. Designate to whom correspondence is to be sent: Design Professional-Eliot Senor Note: If applicant is a"Contract Vendee",please attach a copy of the contract summary with financial and confidential terms deleted. 1 8/12/2021 6. Street which property abuts: Rock Ridge Dr. 7. Does property connect directly into State or County highway? (X)NO ( )YES: 8. Is site within 500 feet of Village Boundary?(X)NO ( ) YES If yes note all bordering municipalities: 9. Total area of site: 12,751 sq ft Area of site activity: 10,000 sq ft 10. Site coverage: 30.2 %; Building coverage: 15.4 11. Existing building size: New/additional building size: 2,959 sq ft 12. Existing parking spaces: 2 New parking spaces: 2 13. Nature of proposed activity: Construction of new 2-story single family residence with attached 2 car garage and swimming pool at rear of the house Please note that this application must include the notarized signature(s) of the legal owner(s) of the above-mentioned property, in the space provided below. Any application not bearing the legal property owner's notarized signature(s)shall be deemed null and void, and will be returned to the applicant. *�xx****xxxYxrxxx**********xxx*xxxxxxxxx*xxxxxxxxxx*****xxxxxxxxxxxxxxxxxxxxxx*xxx�xrrxxx*�xxxxxxxxxxx*xxxx STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: C5-E,5yI A I M PN 1 kOI)LO uK-15 being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) � and furth r states that (s)he is the legal owner of the property to which this application pertains, or that ls) a is the OrA 0 LO Y1kA"- for the legal owner and is duly authorized to make and file this application. (indicate chitect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code ofthe Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this pal., Sworn to before me this day of 0 � ( , 20 day of , 20 No 'Pu c /0 Notary Public Signature of Property Owner Signature of Applicant G&srl41M,4w1 Kavc.oilkV Print Name of Property Owner Print Name of Applicant DONALD GOLDSMITH Notary Public, State of New York No. 01 G05021034 Qualified in Westchester County Commission Expires Dec. 6, 20-Ar 2 8/12/2021 VILL OF RYE EIJOOK 938 King S t,Rye Brook .Y. 10573 9 9-0753 0 SITE PLAN SUBMITTAL REVIEW CHECKLIST This form shall serve as a checklist for site plan submittal and review by the Village of Rye Brook. The use of this plan review checklist by the applicant is to ensure compliance with the technical provisions of§209 of the Code of the Village of Rye Brook entitled, Site Plan Review, pertaining to preliminary and final plan preparation. The Village Code is available on the Village Website at: www.ryebrook.org. Prior to the appearance before ANY meeting or hearing of the Planning Board,the applicant must comply with all Notification Requirements of Code Section 250-40. SITE PLAN SUBMITTAL SHALL INCLUDE: 1. APPLICATIONS. Completed and signed including correspondences. 2. CHECKLIST. Completed and signed. 3. PLANS. Signed, Sealed & Dated. Four paper (4) copies and one (1) electronic version. One (1) record set with original signatures, dates and seals shall be provided and submitted with two (2) copies that clearly indicate the signatures,dates,and seals shown on the record set. 4. FEES: All application fees and Environmental fee. A separate check for filing fee and Environmental fee. 5. Environmental Assessment Form. Form available on the NYS DEC website and mapper. 6. Electronic Copy. Complete copy of all plans and shall be submitted electronically at time of submission. 7. Notarized Affidavit of Sign Posting& Mail Notification. i (Applicant's Signature)have read the Notification Requirements of Code Section 250-40 and will provi notification as required. IDENTIFICATION OF APPLICANT(S): Identification of Applicant: Property Owner Applicant: Gesthimani Kouloukis Address: 1 Nikki Dr.,White Plains, NY 10605 Tel.#: 914-761-3907 Fax: E-Mail: gesthimania@aol.com Project Name: 48 Rock Ridge Dr. Project Address: 48 Rock Ridge Dr. Current Property Owner: Gesthimani Kouloukis Address: 1 Nikki Dr.,White Plains, NY 10605 Tel. #: 914-761-3907 Fax: E-Mail: gesthimania@aol.com IDENTIFICATION OF PROPERTY: Identifying Title: 48 Rock Ridge Dr. Tax Designation: Section: 135.28 Block: 1 I.Ot: 17 Zoning District: R-10 Street which property abuts: Rock Ridge Dr. Plan Submission Date: 4/2022 Site Plan Checklist Page 1 of 7 8/12/2021 Project Address 48 Rock Ridge Dr. V N NA PLAN REQUIREMENTS ,0'0 O 4 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. 101"O O One(1)electronic copy of all submitted plans and surveys. )3('0 O Topographic Survey stamped by New York State Land Surveyor with license number and seal. Ad O O Topographic survey scale of one(1)inch per twenty(20)feet or larger. ,00 O Section, block and lot numbers of the property taken from the latest tax records along with a copy of the most recent property card on file with the Town of Rye Tax Assessor's office. 00 SY Name of the proposed subdivision plan. ,'O O Name and address of the owner of record. d O O Name and address of the applicant. 00 O Deed reference(s). Go P`l OF P E E-D t✓/V C ,0'0 O Names, addresses and signature of every Engineer, Architect, Land Surveyor or Soil Scientist whose professional seal appears on any site plan submitted to the Board. ;E3 O O North arrow and scale. 0'0 O Location map at the minimum scale of 1"equals 1,000 feet. ,60 O Area of all lots,in square feet. /0 O O Engineering notes on plans as stated in application packages. ,00 O Copies of all existing and proposed deed restrictions or covenants applying to the property, including,but not limited to, covenants and agreements restricting the use and establishing future ownership and maintenance responsibilities for all private roads,recreation,and open space areas. N c N E X/ S -0'O O Any prior land use approvals with respect to the subject property. ,'O O Date the plans were first drafted. Any revision(s)made to any of the sheets fast submitted are to be so noted in the revision block. The revision block is to be placed on the originals of the revised sheets. Additional paper copies are to be made& submitted for the Planning Board&Building Dept.to replace those sheets previously submitted. ,'O O Other existing site improvements,including,but not limited to,fences,landscape or retaining walls,landscaping & screening. ,600 Location of all buildings and structures on the premises and approximate location of all neighboring buildings or structures within 100 feet of the lot line. d 00 Fees paid to The Village of Rye Brook Building Department. O O 0' Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N NA ABUTTING PROPERTY INFORMATION O O O The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. O O O Zoning and use of abutting properties noted on plans. O O O Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. O O O Location and description of existing easements within one hundred(100)feet of the site. O O O Location of existing private or public trails within one hundred(100)feet of the site. O O O Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. O O O Location of proposed parkland.If none state nearest recreation facility O O O Location of existing septic system leach fields within two hundred(200)feet of the site. O O O Locations,dimensions,grades and flow direction of existing sewers,culverts,waterlines as well as other underground utilities within and adjacent to the property. Site Plan Checklist Page 2 of 7 8/12/2021 Project Address 48 Rock Ridge Dr. 101"0 O The location of all existing watercourses,intermittent streams,wetland areas and springs,consistent with the definitions set forth in Chapter 245,Wetlands and Watercourses,of the Code of the Village of Rye Brook. V N NA PROPOSED SITE PLAN INFORMATION WO O Sufficient, acceptable information to readily determine the location, bearing, and length of every street line, lot line, and property boundary line. ,(O O Location of all building setback lines. Af O O Topographic data at a minimum contour interval of 2'-0"increments,showing existing and proposed contours on the property and extending a minimum of 25 feet into all adjacent properties. 1)0(0 O The location and characteristics of the different areas of vegetation,including the identification of all individual trees 12 or more inches in diameter at breast height("DBH"),protected trees of any size,as well as stands of trees and wooded areas, within areas of proposed disturbance, consistent with the provisions of Chapter 235, Trees,of the Code of the Village of Rye Brook. O O Location and proposed development of all buffer areas,including existing vegetative cover. 000 Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. ,0'0 O Shape,size,height and location of all existing and proposed buildings. 000 Location and description of any existing and proposed easements. O O Location and dimensions of all existing and proposed streets,driveways,sidewalks,parking spaces,bicycle parking, loading areas and other facilities associated with the proposed use. O O W Identification of the location and amount of building area proposed for retail sales or similar commercial activity. O Or O Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). O O QW Design and location of all existing and proposed wells,septic tanks and leach field systems,or methods of waste water disposal. O WO Location,type and size of all existing and proposed landscaping and screening including fences and walls. O 9'0 Location,size and proposed screening of outdoor storage areas,if any. �O O Location, design and construction material of all existing or proposed site improvements, including drains, culverts, retaining walls,landscape walls and fences. 00 W Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. )K O O Storm drainage plan and plans for snow removal and storage. 00 R( Pedestrian and automobile circulation plan. XrO O Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. Af O O Erosion and sedimentation control plan,including installation details of proposed control measures,directive construction notations and a schedule for the installation and maintenance of proposed control measure. ADO O Description of measures planned to assure proper erosion and sedimentation control in accordance with the requirements of Chapter 118 entitled"Erosion and Sediment Control,"of the Code of the Village of Rye Brook. A�O O Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County Best Management Practices 00 V Rock outcroppings and areas of steep slope consistent with the definitions set forth in Chapter 213,Steep Slope Protection, of the Code of the Village of Rye Brook. SYO O Location of any common lands and/or public lands. O O )13' Phasing or an estimated project construction schedule. ,Ad"O O Supporting documents,including deeds,maintenance,condominium agreements,etc. Site Plan Checklist Page 3 of 7 8/12/2021 i Project Address 48 Rock Ridge Dr. O O Location of proposed construction or area of disturbance and its relationship to any property line, easement, building, structure, road, wall, fence, sewage disposal system, well, wetland feature or tree exceeding six inches in diameter measured at a height of four feet from the ground 0 PrO Estimate of earthwork showing the quantity of any material to be imported to and/or removed from the site including a chart with the number/species and size of any trees to be removed. O W O Location and size of areas of soils by soil types in the area of proposed disturbance and to a distance of 100 feet surrounding the area of disturbance. O O W Cross sections of steep slope areas. O O Retaining walls or like constructions,with details of construction. ,JW 0 O Approximate boundaries of any areas subject to flooding or stormwater overflows, including areas of special flood hazard and coastal high-hazard areas, consistent with the definitions set forth in Chapter 130, Flood Damage Prevention, of the Code of the Village of Rye Brook.Approximate Wetlands and wetland buffer boundaries shall be clearly delineated. O Q'0 Location of fire and other emergency zones,including the location of fire hydrants. O Q'0 Studies to include,but not necessarily limited to: environmental impact analysis,wildlife,traffic,stormwater management,recreation,public service,fiscal impact,visual impact and historic significance documentation,or a written request to waive the submission requirements for these studies. O WO Amount of any bonds required. 000 Amount of excavated material to be removed from site,if any. Y N NA OTHER(as applicable) O OHO Record of application for and approval status of all necessary permits from state and county officials and local utility companies. O pYO Identification of any federal,state or county permits required for the project's execution,including project referrals, if any,&environmental review procedures mandated by Article 8,Environmental Quality Review,of the Environmental Conservation Law(SEQRA). _Qr`0 O Any other information felt necessary by the Planning Board to allow the Board to proceed with consideration&to make an informed decision. DEVELOPMENT REVIEW CHECKLIST WESTCHESTER COUNTY PLANNING BOARD Notice to Applicants/Developers: At some point during the development review process your project may be referred to the Westchester County Planning Board for review and comment in accordance with state and county laws that require local planning boards, zoning boards of appeals and governing bodies to refer certain development applications to the County Planning Board. Referral to the County Planning Board may not occur until your project has progressed well along through the design process. Since the Planning Board's comments may impact project design,this checklist is provided to encourage early consideration of these areas of concern by applicants to avoid project changes later. For information on the County Planning Board review process and to access an electronic copy of this checklist, go online to www.westchestergov.com/planningreferrals or contact Lukas Herbert at lah5@westchestergov.com. 1.COUNTY PLANNING BOARD POLICIES: Written policies underlie all recommendations of the County Planning Board. Westchester 2025-Context for County and Municipal Planning and Policies to Guide County Planning,adopted by the County Planning Board on 5/6/08,amended 115110,can be found at ww.westchestergov.com/2025. ❑ Westchester 2025: Policies should be reviewed to determine how they relate to the development proposal. 11.IMPACTS TO COUNTY FACILITIES AND SERVICES: The County Planning Board coordinates the review of development projects with Westchester County departments to identify and address potential impacts on County services and infrastructure.In some situations,permits and approvals may be required that could change project design. Site Plan Checklist Page 4 of 7 8/12/2021 Project Address 48 Rock Ridge Dr. ❑ Map of County Facilities: Review the State & County Roads and Parks map (which also includes county channel lines) to identify proximity to County facilities at: www.westchestergov.com/planningdocs/pdfmaps/countystateroadsparks.pdf. Other useful map links for information about environmental features, septic/sewer map, county sewer districts map, etc can be found at: www.westchestergov.com/maps ❑ COUNTY ROAD: Applications for development on sites that abut a County road must be submitted for review by the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bldgperin.htm. Former County Roads do not need review by the Department of Public Works,but will still likely trigger a review by the County Planning Board. ❑ COUNTY CHANNEL LINES: Applications for development on sites within 100 feet of a designated County Channel Line require a stream control permit from the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bldgperm.htm ❑ COUNTY PARK: New construction & land alteration projects adjacent to County parks are expected to address screening& buffer of new uses from the park, as appropriate. Stormwater should not drain from a developed site onto a County park without acceptable quantity and quality controls.County parks are designated as Critical Environmental Areas. ❑ SEWAGE TREATMENT AT COUNTY TREATMENT PLANT: Local municipalities are required to reduce and eliminate inflow and infiltration(I&I)into the sanitary sewage systems tributary to County treatment plants.New development will be expected to reduce I&I in relation to generation of new flow at a ratio of three to one. This requirement must be discussed with local officials. ❑BEE-LINE BUS SERVICE: Bee-Line bus stops serving a development site should be identified on plans or noted if located off-site. If a bus stop is located along the site's frontage, the applicant should contact the County Department of Transportation to discuss impacts and the need for improvements. Safe and separate pedestrian access should be provided to link a bus stop and sidewalk with building entrances. Information on County bus service and design guidelines can be found at: westchestergov.com/transportation/images/Bus%20Service%2OGu idelines.pdf ❑FAIR AND AFFORDABLE HOUSING: Many municipalities require inclusion of fair & affordable units in new developments. Financial assistance to achieve fair & affordable housing development is available through Westchester County & other sources. Applications that include new residential units to be affirmatively marketed & sold or rented subject to fair& affordable housing provisions should be tied to Westchester County guidelines on affordability including income guidelines of eligible households that can be found at: http://homes.westchestergov.com/. If County funding is sought to develop fair & affordable housing,the County Board of Legislators must be included as an involved agency under SEQR. El RECYCLING: New buildings must contain a designated area of sufficient size for separation and storage of recyclables and trash. Building expansions should also include sufficient space for separation and storage of recyclables. For more information about County recycling requirements go to: www.westchestergov.com/environment_recycling.htm ❑STORM SEWER SYSTEM: Any connections to a County storm sewer line will require a permit from the Department of Public Works in accordance with the County Illicit Discharge Detection and Elimination (IDDE) law. Information & forms can be found at:www.westchestergov.com/dpw/bldgper7n.htm Non-stormwater discharges to the County storm sewer system are prohibited. III.DEVELOPMENT STANDARDS The County Planning Board's land use policies focus attention on several aspects of development that may have intermunicipal and quality of life impacts.The list below includes areas most frequently commented on by the County Planning Board. ❑WATER: All development plans should include sufficient provisions for stormwater management, water quality measures and mitigation of flooding. ❑Plans should identify the major drainage basin or watershed the site is located in (Croton River, Upper Hudson River, Lower Hudson, Upper Long Island Sound,Bronx River and Lower Long Island Sound). An interactive map with watershed boundaries can be found at www.westchestergov.com/planning/maps&lists/drainbasinsI Ix17.html ❑Watershed plans have been developed for several of the County's watersheds - the Croton, Indian Brook-Croton Gorge, Bronx River & Long Island Sound watersheds - that include specific recommendations that apply to development projects. See recommendations in watershed plans at:planning.westchestergov.com/index.php?option=com content&task=view&id= 1231& Itemid=2204 Site Plan Checklist Page 5 of 7 8/12/2021 Project Address 48 Rock Ridge Dr. ❑Development that involves filling, creation of impervious surfaces or buildings and substantive loss of natural vegetation in a floodplain or flood prone area should be avoided. ❑Above ground, vegetated retention/detention basins or devices are preferred because they perform better, are easier to inspect and maintain and provide additional environmental benefits over subsurface structural devices. Any such treatments should not be constructed within wetlands or buffer areas around wetlands. ❑The development should treat and retain as much stormwater on-site as possible,particularly when the site is located in a drainage basin with known flooding problems. A Construction Stormwater Toolbox with tools and sources of technical information related to the construction activities and stormwater management best practices is available from the New York State Department of Environmental Conservation at:www.dec.ny.gov/chemical/8694.htmi ❑New development should include protection of aquatic resources. For more information about protection of aquatic resourc-es & buffer areas,go to:planning.westchestergov.com/index.php?option=com_content&task=view&id=1491&Itemid=2458 [Impervious cover should be minimized. Permeable paving surfaces should be used where feasible. Vegetative rain gardens should be used,particularly in areas of overland or channelized stormwater flow, to improve stormwater quality and reduce runoff volume. For more information,go to: www.westchestergov.com/stormwater ❑Buildings along coastlines and low lying area should consider the impacts of sea level rise. Specific consideration is required of potential impacts to surface and subsurface drinking water supplies. ❑ SITE LAYOUT.Aesthetic design,building orientation and community character should be considered in the site layout and building appearance. El In most locations,buildings should face the street and have pedestrian access from the street. ❑Commercial buildings should be located near the front street line with the majority of parking located in the rear of the building. Even gas stations and convenience stores should be upfront in a landscaped setting with parking,pumps and canopy toward the rear. ❑Buildings should be of pedestrian-scale when seen from the sidewalk. ❑Building facades should contribute to and enhance the character of the community. El Driveway and pathway connections should be provided to adjacent sites when possible and crosseasements provided. ❑ STREETS. Street design should reduce unwarranted paving and promote connectivity. ❑New streets should connect with adjacent streets wherever feasible to prevent the proliferation of dead-end streets and promote neighborhood integration. El Connections could be vehicular or pedestrianibicycle only,where appropriate. El Street widths should be minimized for streets with low traffic volume to reduce speeds and impervious surfaces. Lane widths of 12 feet are only appropriate for major roadways. ❑Driveway widths should be no more than 9 feet to reduce impervious surfaces. El Permeable paving surfaces should be used where feasible. ❑ GREEN TECHNOLOGY.New development should include as many green building elements as possible,such as:renewable building materials,energy efficient heating/cooling systems and fixtures,water saving devices,green roofs and permeable paving surfaces.Information can be obtained from the U.S.Green Building Council at:www.usgbc.org. ❑ LANDSCAPING AND LIGHTING.The site improvements should enhance community character. Site Plan Checklist Page 6 of 7 8/12/2021 Project Address 48 Rock Ridge Dr. ❑ Landscaping should consist of native plant species appropriate for the location. Invasive plant species should be prohibited. Invasive plant information available at: www.westchestergov.com/planning/environmental/Reports/InvasivePlantsBrochO8.pdf ❑ Pollutant tolerant plantings should effectively shield parking, loading areas and refuse collection sites. ❑ Site lighting should be provided at the lowest safe levels and lowest heights,avoiding all spillage off site. ❑ PEDESTRIANS. Safe,convenient and ADA accessible pedestrian access is provided. ❑ A sidewalk should be provided along the site frontage along each street. ❑ Direct pedestrian connections should be made from the front of the building to the sidewalk. Pedestrian crossings of drive-ways& parking lots should be minimized or avoided. If they must be provided,painted crosswalks should be provided through parking lots. ❑ ADA accessibility must be provided. ❑ BICYCLISTS.Provisions for bicyclists should be incorporated into project design. ❑ Bicycle parking should be provided in commercial and residential developments.Guidelines can be found at: www.apbp.org/resource/resmgr/publications/bicycle_parking_guidelines.pdf ❑ If near a trailway or bicycle route,extra consideration should be given to bicycle accessibility such as bike lanes on internal roadways,bicycle parking and other amenities. ❑ Drive-thru lanes at uses such as banks and fast-food restaurants should also be accessible for bicycles. Waiver: Upon finding by the Building Inspector, Village Engineer, Planning Board or Board of Trustees that, due to the particular character or limited nature of development or change in use or to special conditions peculiar to a site,the submission of a final site plan,or certain portions of information normally required as part of the site development plan, is inappropriate or unnecessary or that strict compliance with said submission requirements will cause extraordinary and unnecessary hardship,such official or Board may waive such submission requirements wherever,in the opinion of such official or Board, such waiver will be consistent with the goal of promoting the public health, safety and general welfare of the community.The findings for granting such waiver shall become a part of the public record. Any waiver request must be made in writing,and include sufficient detailed information for the appropriate authority to make an informed decision. Desisn Professional's Certification of Completion of Checklist I have fully reviewed the Village of Rye Brook's requirements and certify this application to be a complete submission. I understand that an incomplete plat or incomplete checklist shall be deemed an incomplete submission and shall be returned to the applicant upon determination of such by the appropriate authority. Name(Print) j c S�n D r pF NEW r A. �o� S EN Signature * �uv 9 Date 2l 120 2Z DLO.0 8,ro ,O eal Site Plan Checklist Page 7 of 7 8/12/2021 rBUILDING IECEENGINEERING & PUBLIC WORKS DEPARTMVILLAGE OF RYE BROOK APR 2 6 2022938 KING STREET RYE BROOK,NY 10573(914)939-0753 AGE OF RYE BROOK DEPARTMENT www.Mibrook.o re WETLANDS PERMIT APPLICATION FOR OFFICE USE ONLY: Approval Authority: Application Fee: $ /,/50 pal Planning Board Approval Date: (GL9 0?0 a Gl­ Permit Fee: $ / Superintendent of Public Works Approval Date: Bond Deposit: $ Return Deposit Approval: Disapproved: Date: Amount REQUIREMENT SUBMITTALS: I. Properly completed &signed application. 2. An erosion and sediment control plan in accordance with Chapter 118 of the Village Code if required by the Building Inspector and/or Superintendent of Public Works. 3. Completed Environmental Assessment form. 4. Contractor's Liability Insurance. (Village ol'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) 5. Application fee: :,I.I_:!).00 /Permit fee$250.00 6. Bond deposit. 7. Dig Safely New York#(diu1 N� I): Application dated, �91 la0,?.2 is hereby made for a Wetlands Permit. 1. Address: 0 fi c- Pz _ To ve- SBL: 'lZone: lU 2. Property Owner: Ge 4ik in0/0f EoL)J0yk1S Address: 1 N1VC� Anve- (].�Y1t+c p(gIoS Phone#: QI q-7(:I- 3q0 - —Cell#: 646 email: AeS++II f71a111 : ��-[ cy✓I 3. Applicant: 5(, of f- iy (011)tx (� Address: Phone#: Cell#: email: 4. Contractor: Address: Phone#: Cell#: email: 5. Full Description of Proposed Work: p Q e xt 5{]n f w Ovi o� OeW . i f)Rl e- hoo s e- fg(vl / (,C-S er1 UL), fro( 6. Conditions for Permit: IF PERMIT IS GRANTED,I AGREE TO COMPLY WITH ALL RULES AND REGULATIONS SET FORTH BY THE FEDERAL, STATE,COUNTY,LOCAL LAWS,SPECIAL ORDINANCES,GENERAL ORDINANCES. Signature of Property Owner s/12i2021 Short Environmental Assessment Form Part 1 - Project Information Instructions for Comaletine Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information 48 Rock Ridge Dr. Name of Action or Project: 48 Rock Ridge Dr. Project Location(describe,and attach a location map): 48 Rock Ridge Dr.,Rye Brook,NY 10573 Brief Description of Proposed Action: Construction of new single family residence Name of Applicant or Sponsor: Telephone: 914-761-3907 Gesthimani Kouloukis E-Mail: gesthimania@aol.com Address: 1 Nikki Dr. City/PO: State: Zip Code: White Plains NY 10605 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ a Village of Rye Brook: Planning Board Site Plan Approval,ARB Approval,Stormwater Permit, Building Permit 3. a.Total acreage of the site of the proposed action? 0.29 acres b.Total acreage to be physically disturbed? 0.22 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.29 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial [0 Residential (suburban) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ✓❑ Parkland Page I of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑� ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ a 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Z ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? RI ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed a ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ ❑✓ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ Z 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑� b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional ❑Wetland ❑ Urban ❑✓ Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? ❑ ❑ 16. Is the project site located in the 100-year flood plan? NO YES ❑ ❑✓ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a ❑ a. Will storm water discharges flow to adjacent properties? ❑ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ❑ If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: ❑ ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: Remediation site at 55 Hillandale(not an adjoining poperty)ID 360033 El P-1 I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/ e t 0 ��V10 (' 1 R Date: 1202_2 Signature: Title: sl�>r�f f4:PSS1 pY%'r%I PRINT FORM Page 3 of 3 EAF Mapper Summary Report Sunday, April 3, 2022 12:49 PM Disclaimer: The EAF Mapper is a screening tool intended to assist =—= 135.28 1 2 3 project sponsors and reviewing agencies in preparing an environmental ti 13528 1 rl3�F assessment form(EAF).Not all questions asked in the EAF are ti t J 135.28 1 22 answered by the EAF Mapper.Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to 135.28 1 16 135.27 1 63 135.281 21 DEC,you may also need to contact local or other data sources in order 'ti _ - _ to obtain data not provided by the Mapper.Digital data is not a t i substitute for agency determinations. ' f - tk Ottawa Montd J 13528-1C Hwen o 6 `- 1, 135.36-1-9 y = Rodvae 135.36-1-42 � do O u 5.35-1-36 _-__-_ ,I t Boston 135.36-1-10 ;.,. i York Geh�v,tt� :,Pittsburgh Philadelphia rtnirt,USGS, Intermap,INCREMENTP,P011can.Esn lapar> ME-n,',Esn China(Hong Kong,Esn E4r r P,PIRCan.Esn Japan 1,1Fn Esii China iHong Kongi En Korea;Esn(fhail� #3�T9%-40 OpenSVeetMap co gtl t�'s�-rd the GIS User Comm unity c(an@penStreeth:lap contnl? ,�i,igrdl.We GIS User Comm i.0 iit; Part 1 /Question 7 [Critical Environmental No Area] �- Part 1 /Question 12a [National or State !No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] No Part 1 /Question 13a[Wetlands or Other Yes- Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15 [Threatened or No Endangered Animal] Part 1 /Question 16[100 Year Flood Plain] Yes Part 1 /Question 20[Remediation Site] Yes Short Environmental Assessment Form - EAF Mapper Summary Report C E I V E D MAY 16 2022 VILLAGE CLERK'S OFFlCE May 12, 2022 APPROVED 6-0 RESOLUTION SETTING A PUBLIC HEARING REGARDING SITE PLAN AND WETLAND PERMIT APPROVAL FOR 48 ROCK RIDGE DRIVE VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, Eliot Senor, P.E., on behalf of the property owner, Gesthimani Kouloukis, has submitted Application for the approval of a Site Plan and Wetlands Permit for the construction of a new, single-family dwelling with an attached 2-car garage and in-ground swimming pool on the property located at 48 Rock Ridge Drive, SBL 135.28-1-17 on the Town of Rye Tax Map, in the R- 10 Zoning District; and NOW, THEREFORE, BE IT RESOLVED, the Planning Board of the Village of Rye Brook will hold a public hearing on June 9, 2022 at 7:30 p.m. in Village Hall, 938 King Street, Rye Brook, New York or in a virtual format as may be determined depending on public health concerns to consider the above-referenced application; and BE IT FURTHER RESOLVED, that the Applicant is hereby directed to comply with Section 250-40 of the Village Code regarding notification of the public hearing. On motion by Mr. Grzan, seconded by Mrs. Schoen, Mr. Nowak, Superintendent of Public Works, called the roll: MR. GOTTLIEB Voting YES MR. GRZAN Voting YES MR. KROM Voting YES MR. MENDELSOHN Voting Excused MRS. SCHOEN Voting YES MR. TARTAGLIA Voting YES CHAIRMAN GOODMAN Voting YES NOTICE OF PUBLIC HEARING Public Notice is hereby given for a Site Plan Application & Wetland Permit Application submitted to the Village of Rye Brook Planning Board. The matter is scheduled for a Public Hearing before the Planning Board on June 9, 2022 at 7:30 p.m., at Rye Brook Village Hall, 938 King Street, Rye Brook, New York 10573. Owner: Gesthimani Kouloukis Applicant: Eliot Senor, PE Premises: 48 Rock Ridge Drive (Parcel ID# 135.28-1-17) Application: Review of a Site Plan Application and Wetland Permit Application for the proposed new single family dwelling with attached two car garage, finished basement with bedroom, bathroom, recreation room, mud room, swimming pool and rear patio. Additional information is available at the Rye Brook Engineering Department at (914) 939-0753. uardesty 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 &Hanover T: 914.967.6540 www.hardestyhanover.com MEMORANDUM E C rg �%Y E JUN - 2 2022 To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook VILLAGE OF RYE BROOK BUILDING DEPARTMENT Date: June 2, 2022 Subject: Kouloukis Residence—48 Rock Ridge Drive —Application for Approval of a Site Plan and Wetlands Permit As requested, we have reviewed applications, correspondence and plans submitted by Eliot Senor, PE, on behalf of the Applicant, Gesthimani Kouloukis, for approval of a Site Plan and Wetlands Permit for the construction of a new, single-family dwelling with an attached 2-car garage and in-ground swimming pool on the property located at 48 Rock Ridge Drive, SBL 135.28-1-17 on the Town of Rye Tax Map, in the R-10 Zoning District. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form and EAF Mapper Summary Report dated 4/21/22; 2. Application for Site Plan Approval; 3. Site Plan Submittal Review Checklist; 4. Exterior Building Permit Application; 5. Building Permit Checklist &Zoning Analysis; 6. A Wetlands Permit Application; 7. A Letter of Map Amendment Determination Document dated 4/27/21; 8. The following plans generally entitled, "Gesthimani Kouloukis 48 Rock Ridge Dr.," prepared by Gabriel E. Senor, P.C., last revised 5/25/22: a. Sheet 1 of 2, "Stormwater Pollution Prevention and Erosion Control Plan" b. Sheet 2 of 2, "Stormwater Pollution Prevention and Erosion Control Plan" C. Unnumbered Sheet, "Tree Proposal Plan;" 9. The following plans generally entitled, "48 Rock Ridge Drive," prepared Atelier Milot Shala, dated 4/19/22: a. Sheet A-0.0.0, "Site Plan Zoning Analysis," b. Sheet A-0.1.0, "Isometric Views," C. Sheet A-1.0.0, "Basement Plan," d. Sheet A-1.1.0, "First Floor," Hardesty ,a -m"On &Hanover engineering that moves you e. Sheet A-1.2.0, "Second Floor," f. Sheet A-3.0.0, "Building Elevations," g. Sheet A-3.2.0, "Building Elevations," h. Sheet A-4.0.0, "Building Sections," i. Sheet A-4.2.0, "Building Sections," 10. A Site Survey entitled, "Topographic Map of Lot No. 73," prepared by Gabriel E. Senor, P.C. dated 2/17/21, Please note that our review is limited to planning and environmental issues. All of our previous comments have been addressed. We offer the following comments regarding the application: 1. SEQRA. The Proposed Action is a Type II action with regard to SEQR because it involves the construction of a single-family residence on an approved lot and the construction of minor accessory/appurtenant residential structures, including garages, carports, patios, decks, swimming pools, tennis courts, satellite dishes, fences, barns, storage sheds or other buildings not changing land use or density. 2. Wetlands and Wetland Buffers. The proposed single-family home is located entirely outside of the wetland buffer. However, the application requires a Wetlands Permit for the demolition of the existing single-family home that is partially located within the wetland buffer. We look forward to discussion with the Board. Sarah L. Brown, AICP Principal Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Drew Victoria Gamils, Esq., Village Attorney Eliot Senor, PE, for the Applicant Hardesty 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 &Hanover T:914.967.6540 www.hardestyhanover.com MEMORANDUM MAY - 6 2022 To: Robert I. Goodman, Chairman, and the VILLAGE OF RYE BROOK Planning Board of the Village of Rye Brook BUILDING DEPARTMENT Date: May 6, 2022 Subject: Kouloukis Residence—48 Rock Ridge Drive—Application for Approval of a Site Plan and Wetlands Permit As requested, we have reviewed applications, correspondence and plans submitted by Eliot Senor, PE, on behalf of the Applicant, Gesthimani Kouloukis, for approval of a Site Plan and Wetlands Permit for the construction of a new, single-family dwelling with an attached 2-car garage and in-ground swimming pool on the property located at 48 Rock Ridge Drive, SBL 135.28-1-17 on the Town of Rye Tax Map, in the R-10 Zoning District. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form and EAF Mapper Summary Report dated 4/21/22; 2. Application for Site Plan Approval; 3. Site Plan Submittal Review Checklist; 4. Exterior Building Permit Application; 5. Building Permit Checklist &Zoning Analysis; 6. A Wetlands Permit Application; 7. A Letter of Map Amendment Determination Document dated 4/27/21; 8. The following plans generally entitled, "Gesthimani Kouloukis 48 Rock Ridge Dr.," prepared by Gabriel E. Senor, P.C., dated 4/2/22: a. Sheet 1 of 2, "Stormwater Pollution Prevention and Erosion Control Plan" b. Sheet 2 of 2, "Stormwater Pollution Prevention and Erosion Control Plan;" 9. The following plans generally entitled, "48 Rock Ridge Drive," prepared Atelier Milot Shala, dated 4/19/22: a. Sheet A-0.0.0, "Site Plan Zoning Analysis," b. Sheet A-0.1.0, "Isometric Views," C. Sheet A-1.0.0, "Basement Plan," d. Sheet A-1.1.0, "First Floor," e. Sheet A-1.2.0, "Second Floor," Har(lesty &Hanover engineering that moves you f. Sheet A-3.0.0, "Building Elevations," g. Sheet A-3.2.0, "Building Elevations," h. Sheet A-4.0.0, "Building Sections," i. Sheet A-4.2.0, "Building Sections," 10. A Site Survey entitled, "Topographic Map of Lot No. 73," prepared by Gabriel E. Senor, P.C. dated 2/17/21. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA. The Proposed Action is a Type II action with regard to SEQR because it involves the construction of a single-family residence on an approved lot and the construction of minor accessory/appurtenant residential structures, including garages, carports, patios, decks, swimming pools, tennis courts, satellite dishes,fences, barns, storage sheds or other buildings not changing land use or density. 2. Tree Replacement. As required by Chapter 235, if the tree to be removed has a DBH of 10 inches or greater, a replacement tree will be required. The plans note that 5 regulated trees are to be removed. Based on these plans, the planting of 5 new, 2 to 2.5-caliper inch shade trees will be required. The location, size and species of all replacement trees should be provided on a landscaping plan. 3. Site Plan. Based on the renderings of the proposed home and pool, it appears that the pool will be elevated and surrounded by a fence. The site plans should note the height of the pool wall and the height of the proposed fence surrounding the pool. 4. Landscaping. A landscaping plan should be provided that shows screening plantings for the area along the north property line adjacent to the pool. The location of the pool equipment should also be noted on the site plan and should also have plantings for screening. 5. Wetlands and Wetland Buffers. The proposed single-family home is located entirely outside of the wetland buffer. However, the application requires a Wetlands Permit for the demolition of the existing single-family home that is partially located within the wetland buffer. A demolition plan should be included in the plan set that illustrates and quantifies the amount of disturbance that is proposed within the wetland buffer for the removal of the existing home. Once the amount of disturbance has been identified, the amount and type of mitigation required for the disturbance can be determined. We look forward to discussion with the Board. Hardesty &Hanover engineering that moves you Sarah L. Brown, AICP Principal Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Drew Victoria Gamils, Esq., Village Attorney Eliot Senor, PE, for the Applicant p [E C E ME D , J U N - 2 2022 AFFIDAVIT OF MAILING VILLAGE OF RYE BROOK BUILDING DEPARTMENT Application: 48 Rock Ridge Dr. On May 27, 2022 a mailing was completed noticing the Planning Board Public Hearing scheduled for .tune 9, 2022 in accordance with the mailing requirements set forth in Village Code regarding the referenced application. Signed Sworn to me this `� �" day of �WY� , 20 -Z-z Notary ? JOSEPH ARCHINA ' Notary Public, State of New Yot1t No. 01 AR6034577 Qualified in Westchester County Exp. Date: ` i May 27, 2022 PUBLIC NOTICE FOR PUBLIC HEARING VILLAGE OF RYE BROOK The Planning Board of the Village of Rye Brook will be holding a Public Hearing at the Rye Brook Village Hall, 938 King Street, on Thursday, June 9, 2022 at 7:30 p.m. at which time and place the Planning Board will consider the Site Plan Application & Wetland Permit Application of Gesthimani Kouloukis for the property located at 48 Rock Ridge Drive Section 135.28, Block 1, Lot 17 For the proposed construction of a new single-family dwelling with attached two car garage, finished basement with bedroom, recreation room, mud room, swimming pool and rear patio 554805 554805 554805 55480 554805 554805 554805 • 554805 554805 554805 554805 554805 554805 , 554805 554805 554805 554805 554805 554805 554805 554805 554805 ~ O r i of -.P• 554805 �a 554805 554805 554805 554805 554805 � 554805 554805 4805 554805 554805 4 gg480g 554805 p 554805 554805 554805 554805 oQ 554805 2 554805 554805 554805 554805 505 554805 d 554805 554805 554805 554805 554805 554805 ~� 654M v 55005 -- 554805 554805 554805 s 554805 554805 554805 554805 554805 554805 554805 554805 554805 554805 554805 554805 554805 554805 564805 F 554805 554805 554805 554805 554805 a @ 5 00 554805 554805 554805 554805 554805 �05 554805 a 554805 '--- 554805 d65 554805 O 554805 i 554805 554805 554805 554805 �- 4805 V4. 554WS 554805 554805 554805 554805 554805 .a 554805 5SA805 554805 554805��5 554805 554805 554805 , 5548 S54805 0 �O6 554805 554805 55iM 554605', 5548056 654805 55005 554805 554805 554805 .0 554805 554805 55 554805 554805 `O10 554805. 4 �p 554805 554805 554806 554805 564805 554805 554805 554805 554805 554805 55 554805 �1 r g 554805 554805 a C.Q u e 554805' 554805 554805 554805 554805 554 554805 554805 554805 554805 554805 554805 55 54805 554805 554805 554805 554805 554805 554805 554805 554805 554805' A. 805 554805• 554805 554805 554805 54805 554809 55005 554805 554805 554805 a \ = 554805 554805 554805 '0 554805 554805 554805 >, 55480 554805 564805 4805 0 554805 0 554805 554805 54805 554805' � 554805 \ 554805 r D r 5548M 4805 /1 rg� 554805 A k e �� 554805 654805554801 554805 554805 - r� 554805 554805t. 54805 554805 554805 554805 �� 554805 554805 554805 554805 554805 554805 554805t 554801 54805 554805 55480t 554805 5548 554805 554805 554805 3 554805 654801 554805 554805 805 554805 . 554805 554805 54805 554805 554805 554801 554805 654805 554805 � 554801 554805 55480b 554805 554801554801 554805 554805 554805 55480 55480 `' 54805 554805 554801554801 5 � 548 554805 55005 554801 —_---— 554805 554805 554805 548 554805 554805 554005 5 554 .56~ 554805 554805554805554805 554805 05 554805 554805 54�5554805 554805 j 1 554801 554801 654801 55480515 4805� 554805 5548 80�05 554 J5 805554805 5548055554805564805 1564801 554801 554801 l 4805 564805 r S 1�r`564805 554801 554801 554805 554801 250 foot Abutters List Report d yF Rye Town, NY May 24,2022 chfSTtip,,*"'� Subject Property: Parcel Number: 135.28-1-17 Mailing Address: Gesthimani Kouloukis CAMA Number: 135.28-1-17 1 Nikki Or Property Address: 48 Rock Ridge Or White Plains, NY 10605, Abutters: Parcel Number: 135.27-1-27 Mailing Address: Adam Nurik Randi Nurik CAMA Number: 135.27-1-27 47 Rock Ridge Or Property Address: 47 Rock Ridge Or Rye Brook, NY 10573, Parcel Number: 135.27-1-63 Mailing Address: Alan H. Solarz Julie R. Solarz CAMA Number: 135.27-1-63 51 Rock Ridge Or Property Address: 51 Rock Ridge Or Rye Brook, NY 10573, . ... . . ... . . ..... .. ...... g - ------ --- ---. - . . . . . . Parcel Number: 135.27-1-64 Mailing Address: Leonard B. GoldbergJamie L. Goldbe CAMA Number: 135.27-1-64 45 Rock Ridge Or Property Address: 45 Rock Ridge Or Rye Brook, NY 10573, Parcel Number: 135.28-1-16 Mailing Address: Nicola Caputo Rosemarie Caputo CAMA Number: 135.28-1-16 46 Rock Ridge Or Property Address: 46 Rock Ridge Or Rye Brook, NY 10573, Parcel Number: 135.28-1-20 Mailing Address: Byran J. Salvatore CAMA Number: 135.28-1-20 9 Edgewood Or Property Address: 9 Edgewood Or Rye Brook, NY 10573, Parcel Number: 135.28-1-21 Mailing Address: Brett Goodman Stephanie Goodman CAMA Number: 135.28-1-21 11 Edgewood Or Property Address: 11 Edgewood Or Rye Brook, NY 10573, Parcel Number: 135.28-1-22 Mailing Address: Samuel M. Schwartzman Lori Alper CAMA Number.- 135.28-1-22 15 Edgewood Or Property Address: 15 Edgewood Or Rye Brook, NY 10573, Parcel Number: 135.28-1-23 Mailing Address: Village of Rye Brook CAMA Number: 135.28-1-23 938 King St Property Address: Edgewood Or Rye Brook, NY 10573, Parcel Number: 135.28-1-42 Mailing Address: Village of Rye Brook CAMA Number: 135.28-1-42 938 King St Property Address: Blue Bird Holw Rye Brook, NY 10573, Parcel Number: 135.28-1-43 Mailing Address: Zachary Firestone Nicole Firestone CAMA Number: 135.28-1-43 49 Rock Ridge Or Property Address. 49 Rock Ridge Or Rye Brook, NY 10573, www cai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 5/24/2022 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 1 of 2 Abutters List Report-Rye Town, NY 250 foot Abutters List Report Rye Town, NY f+ Ys May 24,2022 yfsrt?,� Parcel Number: 135.35-1-36 Mailing Address: Samuel H. Marcus Audrey D. Marcus CAMA Number: 135.35-1-36 12 Bobbie Ln Property Address: 12 Bobbie Ln Rye Brook, NY 10573, Parcel Number: 135.35-1-37 Mailing Address: Zhen Shen Duo Huang CAMA Number: 135.35-1-37 9 Bobbie Ln Property Address 9 Bobbie Ln Rye Brook, NY 10573, Parcel Number: 135.36-1-10 Mailing Address: Carmelina Accurso Irrevocable Trust CAMA Number: 135.36-1-10 Vincent Accurso Property Address: 50 Rock Ridge Dr 50 Rock Ridge Dr Rye Brook, NY 10573, Parcel Number: 135.36-1-11 Mailing Address: Lina Accurso CAMA Number: 135.36-1-11 52 Rock Ridge Dr Property Address: 52 Rock Ridge Dr Rye Brook, NY 10573, Parcel Number: 135.36-1-12 Mailing Address: Ana Paula Bellini CAMA Number: 135.36-1-12 54 Rock Ridge Dr Property Address: 54 Rock Ridge Dr Rye Brook, NY 10573, Parcel Number: 135.36-1-42 Mailing Address: Village of Rye Brook CAMA Number: 135.36-1-42 938 King St Property Address: Acker Dr Rye Brook, NY 10573, Parcel Number: 135.36-1-7 Mailing Address: Juliet Salony Robert Salony CAMA Number: 135.36-1-7 61 Rock Ridge Dr Property Address: 61 Rock Ridge Dr Rye Brook, NY 10573, Parcel Number: 135.36-1-8 Mailing Address: Bruce Lumish Nancy Lumish CAMA Number: 135.36-1-8 11 Bobbie Ln Property Address: 11 Bobbie Ln Rye Brook, NY 10573, Parcel Number: 135.36-1-9 Mailing Address: Louis Nevin Sorkin Irene T. Sorkin CAMA Number: 135.36-1-9 14 Bobbie Ln Property Address: 14 Bobbie Ln Rye Brook, NY 10573, to www.cai-tech com Data shown on this report is provided for planning and informational purposes only The municipality and CAI Technologies 5/24/2022 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 2 of 2 Abutters List Report- Rye Town, NY Adam Nurik Louis Nevin Sorkin Randi Nurik Irene T. Sorkin 47 Rock Ridge Dr 14 Bobbie Ln Rye Brook, NY 10573, Rye Brook, NY 10573, Alan H. Solarz Nicola Caputo Julie R. Solarz Rosemarie Caputo 51 Rock Ridge Dr 46 Rock Ridge Dr Rye Brook, NY 10573, Rye Brook, NY 10573, Ana Paula Bellini Samuel M. Schwartzman 54 Rock Ridge Dr Lori Alper Rye Brook, NY 10573, 15 Edgewood Dr Rye Brook, NY 10573, Brett Goodman Samuel H. Marcus Stephanie Goodman Audrey D. Marcus 11 Edgewood Dr 12 Bobbie Ln Rye Brook, NY 10573, Rye Brook, NY 10573, Bruce Lumish Village of Rye Brook Nancy Lumish 938 King St 11 Bobbie Ln Rye Brook, NY 10573, Rye Brook, NY 10573, Byran J. Salvatore Zachary Firestone 9 Edgewood Dr Nicole Firestone Rye Brook, NY 10573, 49 Rock Ridge Dr Rye Brook, NY 10573, Carmelina Accurso Irrevoc Zhen Shen Vincent Accurso Duo Huang 50 Rock Ridge Dr 9 Bobbie Ln Rye Brook, NY 10573, Rye Brook, NY 10573, Juliet Salony Robert Salony 61 Rock Ridge Dr Rye Brook, NY 10573, Leonard B. Goldberg Jamie L. Goldberg 45 Rock Ridge Dr Rye Brook, NY 10573, Lina Accurso 52 Rock Ridge Dr Rye Brook, NY 10573, ^^^ 800 Westchester Avenue•Suite S340•Rye Brook,NY 10573•T(914)381-6700•F(914)381-3131 315 Madison Avenue•Suite 3020•New York.NY 10017•T(212)432-3272•F(800)329-9396 JUDICIAL TITLE 30 West Main Street•Suite 302•Riverhead,NY 11901 .T(631)395-0500•F(631)405-3155 Title Number: 140116FA-W SCHEDULE A ALI, that certain plot, piece or parcel of land, situate, lying and being in the Town of Rye, County of Westchester and State of New York, shown and designated as Lot No. 73 on a certain map entitled, "Section Four, Map of Rich Manor, Property of R. J. Rich, situated in Town of Rye, Westchester County, N.Y.", made by the Munson Company, dated August 24, 1961 and filed in the County Clerk's Office, Division of Land records, formerly Register's Office of Westchester County, New York on October 6, 1961, as Map No. 13007, said lot being more particularly bounded and described according to said map as follows: BEGINNING at a point on the easterly side of Rock Ridge Drive, where the same is intersected by the division line between Lot Nos. 72 and 73,as shown on said map; RUNNING THENCE from said point of beginning along the said easterly side of Rock Ridge Drive in a northerly direction on a curve to the left, having a radius of 2025.00 feet, a distance of 100.00 feet to a point; RUNNING THENCE along the northerly boundary line of said Lot No. 73, north 84 degrees 39 minutes 40 seconds east, 125.00 feet to a corner; RUNNING THENCE along the easterly boundary line of said Lot No. 73, south 04 degrees 33 minutes 20 seconds east, 104.74 feet to the division line between Lot Nos. 72 and 73 on said map; RUNNING THENCE along the last mentioned division line, south 86 degrees 50 minutes 21 seconds west, 125.00 feet to the point or place of BEGINNING. DE EU APR 2 12022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR CONVEYANCING ONLY The policy to be issued under this report will insure the title to such buildings and improvements erected on the premises which by law constitute real property. TOGETHER with all the right, title and interest of the party in the first part,or, in and to the land lying in the street in front of and adjoining said premises. 800 Westchester Avenue•Suite S340•Rye Brook,NY 10573•T(914)381-6700•F(914)381-3131 315 Madison Avenue•Suite 3028•New York,NY 10017•T(212)432-3272•F(800)329-9396 JUDICIAL TITLE 30 West Main Street•Suite 302•Riverhead,NY 11901•T(631)395-0500•F(631)405-3155 Title Number: 140116FA-W SURVEY READING Survey made by Richard A. Spinelli dated January 4,2021 shows a one and one-half story brick and frame structure with roof over platform and steps in front,AC unit,one story, wood deck with steps in rear. Driveway extends onto Rock Ridge Road. Wire fence encroaches 28.5 feet onto adjoining property to the east. PVC fence from adjoining property to the north encroaches 1.2 feet onto subject premises. Variations between fences,walls and record lines of title. Laws and ordinances relating to zoning,occupancy or changes in the character,dimensions and location of any improvement erected on the premises are specifically excluded from coverage pursuant to paragraph 1(A)of the policy exclusions.The survey reading and/or physical inspection herein is solely for the purpose of discovering issues which may affect title to or possession of the land to be insured.Engineer's reports should be consulted where alterations are suspected. Survey inspections are conducted without the use of any instruments or measurements and changes are noted to the extent visible from the outside of the premises. Page 1 of 1 �~'e •��rewr+ S 0,03'20' E 104 74' g � � u 7] �_ O ry ",62,it, F..( Q rf n ry e — j �Jl I 1/2 fW) ul 14 enr kern.d.erry >Y r• M i 1 5' 11.W a—pv� O, J h ROOK RIOGE ROAD Certify To First Amer-con Title Insurance Company The Judicial Title insurance Agency LLC Gesthimani Kouloukls Ze 1.-t O i�'wy 4 raM tiOlel V?i��`�jy Q ne./tee0 e�O e[lere�rest e■r11t rew rai noro k tirx ♦'�'� �fi ' Survey of Lot 73 as morn on -Sect,on Four, Mop of s50 Host*" Mrwe 1 Rich Manor, Property of RJ Rich situated In the "I erimeck, N r ,OSU 1 Torn of R (914) 361-2357 yt, Westchester County, Now York' N r.S Lk- Lana Sur,tep J Filed on October 6. 1961 as Mop No. 13007 No. 492 Q IAIA Scole 1"_20' Jonuary 4, 2021 t D5ase2 NEW YORK Department of OPPORTUNITY Environmental 5TATE OF Conservation VI BEnvironmental Site Remediation Data Details Site Record Document Repository Site-related documents are available for review through the DEClnfo Locator on line at DECInfoLocator Administrative Information Site Name: Barbera Residence (a.k.a. Port Refinery) Site Code: 360033 Program: State Superfund Program Classification: C EPA ID Number: Location DEC Region: 3 Address: 55 Hillandale Road City:Rye Brook Zip: 10573 County:Westchester Latitude: 41.02811201 Longitude: -73.673617972 Site Type: STRUCTURE Estimated Size: 1 Acres Site Owner(s) and Operator(s) Current Owner Name: NORMA BARBERA (PORT REFINERY) Current Owner(s) Address: BOX 204, GLENVILLE STATION GREENWICH,CT, 06831 Owner(s) during disposal: NORMA BARBERA (PORT REFINERY) Current On-Site Operator: NORMA BARBERA (PORT REFINERY) Stated Operator(s) Address: ,ZZ Current On-Site Operator: NORMA BARBERA (PORT REFINERY) Stated Operator(s) Address: 55 HILLANDALE ROAD RYE BROOK,NY 10573 Hazardous Waste Disposal Period From: 1970s To: 1990 Site Description Location description: This site is a one acre residential property in the Village of Rye Brook, Westchester County, near the Connecticut border. Predominant site features: When discovered in 1991 , the property consisted of a 2-story house, 2-story garage with a basement, and an in-ground pool. Current use: Vacant residential property. Surrounding uses: The site is bordered by private residences on both sides and the Arbors Townhouse Complex behind the property. Historical sources of contamination: In the early 1990's, the Rye Brook Police Department received complaints about a resident on Hillandale Road mishandling mercury. USEPA was asked to investigate this residence and discovered extensive mercury contamination in a garage and cabana and in many areas on the property where the mercury had been illegally dumped. Investigations/actions performed to date: As part of an emergency removal in 1994, the USEPA removed the garage and the cabana; demolished the pool; and removed more than 6,300 tons of contaminated soil from this and bordering properties. USEPA's removal action included sampling to determine the extent of the contamination; removing the contaminated soil and debris; and confirmatory sampling. Clean soil was brought in to replace contaminated soil, and return the site to the original grade. On April 30, 2004, at the request of the New York State Department of Environmental Conservation, USEPA conducted an emergency response at the site to remove visible mercury discovered near a rock pile, adjacent to the asphalt walking path on the Arbors condominium property. In May through July 2004, USEPA collected a number of surface soil samples from the Arbors in the area of the path in order to delineate the extent of mercury contamination. Upon the recognition that mercury was present in the soil on neighboring properties, beyond the area of the spill, USEPA expanded its investigation to these neighboring properties. A comprehensive investigation of air, surface and subsurface soil, stream and pond sediment, and groundwater began in September 2004. The cleanup of the Arbors and an adjacent private residence began during in May 2005. During removal operations, a significantly larger quantity of mercury contaminated soil was encountered than originally estimated. In addition, the on-site residence was demolished to allow access to a contaminated drywell and septic tank. EPA's remedial and restoration activities were completed in May 2006. Contaminants of Concern (Including Materials Disposed) Contaminant Name/Type WASTE EP TOXIC FOR CADMIUM (D006), LEAD (D008), ELEMENTAL MERCURY (U151 WASTE) AND MERCURY (D009) Site Environmental Assessment USEPA's Remediation at the site is complete. Prior to remediation, the primary contaminant of concern was elemental mercury. A comprehensive investigation of air, surface and subsurface soil, stream and pond sediment, and groundwater began in September 2004. No impacts to special resources were identified. Following completion of the remedial action, the site does not present a significant threat to public health or the environment. Site Health Assessment Exposure to the general public is not expected since this residential property and neighboring properties were cleaned up. Soils, sediments, and building materials found to be contaminated with mercury were removed for proper disposal. Drinking potentially contaminated groundwater is not expected because public water serves this neighborhood. For more Information: E-mail Us Refine This Search Page 1 of 2 Date: April 27,2021 Case No.: 21-02-0691A LOMA J.nF"pp�\AST Federal Emergency Management Agency Washington, D.C. 20472 qND SF� LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION VILLAGE OF RYE BROOK, A portion of Lot 73, Section 4, Rich Manor, as shown on the Plat WESTCHESTER COUNTY, recorded as Document No. 13007, in the Office of the County Clerk, NEW YORK Westchester County, New York COMMUNITY The portion of property is more particularly described by the following metes and bounds: COMMUNITY NO.: 360930 AFFECTED NUMBER: 36119CO293F MAP PANEL DATE:9/28/2007 FLOODING SOURCE:EAST BRANCH BLIND BROOK APPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:41.024048,-73.678890 SOURCE OF LAT&LONG:LOMA LOGIC DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST HAT IS REMOVED CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET FROM THE SFHA FLOOD FLOOD GRADE ELEVATION SECTION ZONE ELEVATION ELEVATION (NAVD 88) (NAVD 88) (NAVD 88) 73 44 Rich Manor 48 Rock Ridge Drive Portion of Property X 131.8 feet (shaded) Special Flood Hazard Area (SFHA)- The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) LEGAL PROPERTY DESCRIPTION PORTIONS REMAIN IN THE SFHA STATE LOCAL CONSIDERATIONS is document provides the I-ederal Emergency Management Agency s determination regarding a request or a Letter of Map Amendment for=e property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the described portion(s) of the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Information eXchange(FMIX) toll free at(877)336- 2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, Engineering Library, 3601 Eisenhower Ave Ste 500,Alexandria, VA 22304-6426. 1 Z_ ,• Luis V.Rodriguez,P.E., Director Engineering and Modeling Division Federal Insurance and Mitigation Administration Page 2 of 2 Date: April 27,2021 Case No.: 21-02-0691A LOMA y,OF'PA��FA.T T Federal Emergency Management Agency Washington, D.C. 20472 f�AD Sf(J LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) Beginning at a point on the easterly side of Rock Ridge Drive where the same is intersected by the division line between Lots Nos. 72 and 73 as shown on said plat; RUNNING thence from said point of beginning along the said easterly side of Rock Ridge Drive in a northerly direction on a curve to the left having a radius of 2025.00 feet a distance of 100.00 feet to a point; RUNNING thence along the northerly boundary line of said Lot No. 73, North 84' 39'40" East 125.00 feet to a corner; RUNNING thence along the easterly boundary line of said Lot No. 73, South 4° 33'20" East 57.78 feet to a point on the line; RUNNING thence through Lot No. 73 the following courses and distances: South 51° 25' 11"West 14.52 feet; South 9° 25'05"West 17.70 feet; South 62° 17'20" West 29.6 feet; South 79° 06'22"West 24.76 feet; South 67' 32'45"West 17.02 feet to a point on the division line between Lots Nos. 72 and 73 on said map; RUNNING thence along the last mentioned division line, South 86' 50'21"West 40.64 feet to the point or place of BEGINNING. PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. STATE AND LOCAL CONSIDERATIONS (This Additional Consideration applies to all properties in the LOMA DETERMINATION DOCUMENT (REMOVAL)) Please note that this document does not override or supersede any State or local procedural or substantive provisions which may apply to floodplain management requirements associated with amendments to State or local floodplain zoning ordinances, maps, or State or local procedures adopted under the National Flood Insurance Program. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Information eXchange (FMIX) toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, Engineering Library, 3601 Eisenhower Ave Ste 500,Alexandria,VA 22304-6426. 1 Luis V.Rodriguez,P.E.,Director Engineering and Modeling Division Federal Insurance and Mitigation Administration ^^^ 800 Westchester Avenue•Suite S340•Rye Brook,NY 10573•T(914)381-6700•F(914)381-3131 315 Madison Avenue•Suite 3028•New York,NY 10017•T(212)432-3272.F(800)329-9396 JUDICIAL TITLE 30 West Main Street•Suite 302•Riverhead,NY 11901•T(631)395-0500•F(631)405-3156 Title Number: 140116FA-W SCHEDULE A ALL that certain plot, piece or parcel of land, situate, lying and being in the Town of Rye, County of Westchester and State of New York, shown and designated as Lot No. 73 on a certain map entitled, "Section Four, Map of Rich Manor, Property of R. J. Rich, situated in Town of Rye, Westchester County, N.Y.", made by the Munson Company, dated August 24, 1961 and filed in the County Clerk's Office, Division of Land records, formerly Register's Office of Westchester County, New York on October 6, 1961, as Map No. 13007, said lot being more particularly bounded and described according to said map as follows: BEGINNING at a point on the easterly side of Rock Ridge Drive, where the same is intersected by the division line between Lot Nos. 72 and 73, as shown on said map; RUNNING THENCE from said point of beginning along the said easterly side of Rock Ridge Drive in a northerly direction on a curve to the left, having a radius of 2025.00 feet, a distance of 100.00 feet to a point; RUNNING THENCE along the northerly boundary line of said Lot No. 73, north 84 degrees 39 minutes 40 seconds east, 125.00 feet to a corner; RUNNING THENCE along the easterly boundary line of said Lot No. 73, south 04 degrees 33 minutes 20 seconds east, 104.74 feet to the division line between Lot Nos. 72 and 73 on said map; RUNNING THENCE along the last mentioned division line, south 86 degrees 50 minutes 21 seconds west, 125.00 feet to the point or place of BEGINNING. FOR CONVEYANCING ONLY The policy to be issued under this report will insure the title to such buildings and improvements erected on the premises which by law constitute real property. TOGETHER with all the right, title and interest of the party in the first part,or, in and to the land lying in the street in front of and adjoining said premises. ^^^ 800 Westchester Avenue•Suite S340•Rye Brook,NY 10573•T(914)381-6700•F(914)381-3131 315 Madison Avenue•Suite 3028•New York,NY 10017•T(212)432-3272•F(800)329-9396 JUDICIAL TITLE 30 West Main Street•Suite 302•Riverhead,NY 11901•T(631)395-0500.F(631)405-3155 Title Number: 140116FA-W SURVEY READING Survey made by Richard A. Spinelli dated January 4, 2021 shows a one and one-half story brick and frame structure with roof over platform and steps in front, AC unit, one story, wood deck with steps in rear. Driveway extends onto Rock Ridge Road. Wire fence encroaches 28.5 feet onto adjoining property to the east. PVC fence from adjoining property to the north encroaches 1.2 feet onto subject premises. Variations between fences, walls and record lines of title. Laws and ordinances relating to zoning,occupancy or changes in the character,dimensions and location of any improvement erected on the premises are specifically excluded from coverage pursuant to paragraph 1(A)of the policy exclusions.The survey reading and/or physical inspection herein is solely for the purpose of discovering issues which may affect title to or possession of the land to be insured.Engineer's reports should be consulted where alterations are suspected. Survey inspections are conducted without the use of any instruments or measurements and changes are noted to the extent visible from the outside of the premises. Page 1 of 1 ;oc,ei�2nErorrg4 iD u2E9LbFFF 7►�aQ-eo►c.UBeD_El,3►: ��'� rF.ewe•r or.bea F S 04'33'20' E 104.74' S � In ue 73 N 2?S2 a Sq. F«t N yr AC rr OrY s — ,2e 1 1/2 sternJ LA( 14 Fsf♦Friar 64 f Lot 72 2 5' er O.w F1rer. ■ W I ls' s P N h � CO 2 N 2025.00� L W.00' ROCK WIN ROAD Certify To First Amencon Title Insurance Company The Judicial Titl• Insurance Agency LLC Gesthiman+ Kouloukl4 u�rr:.rw BYO sru Y MMr rr ee PENN•Mile s Nft�M�1��yYt��t�yrr 1�M�r�s Ov10 1 o ren .f rrlt;[as Ot•V/M� M d[OLVO V A V M or We V arm n0 . • •r '1E 0 Mf w y ire o e�o ee.PAIM..in ea.Ivn.we..«oemk ,s yt i.sA it li ♦ '' �L1♦ Survey of Lot 73 as shown on "Section Four Nap of {SO Nelelede Avefte 1 Rich Manor, Property of RJ Rich situated In the Morwara"eck. N Y I0543 I' Town of Rye. Westchester County. New York' (914) 3e1-2357 Filed on October 6. 1961 as Map No 13007 N Y.S. L. Land Sur.wror 75 No. 49240 LAND Scale 1"-20' January 4. 2021 E ROCKf80C NEW YORK Department of STATE Of OPPORTUNITY Environmental Conservation Environmental Site Remediation Database Search Details Site Record Document Repository Site-related documents are available for review through the DEClnfo Locator on line at DECInfoLocator Administrative Information Site Name: Barbera Residence (a.k.a. Port Refinery) Site Code: 360033 Program: State Superfund Program Classification: C EPA ID Number: Location DEC Region: 3 Address: 55 Hillandale Road City:Rye Brook Zip: 10573 County:Westchester Latitude: 41 .02811201 Longitude: -73.673617972 Site Type: STRUCTURE Estimated Size: 1 Acres Site Owner(s) and Operator(s) Current Owner Name: NORMA BARBERA (PORT REFINERY) Current Owner(s) Address: BOX 204, GLENVILLE STATION GREENWICH,CT, 06831 Owner(s) during disposal: NORMA BARBERA (PORT REFINERY) Current On-Site Operator: NORMA BARBERA (PORT REFINERY) Stated Operator(s) Address: ,ZZ Current On-Site Operator: NORMA BARBERA (PORT REFINERY) Stated Operator(s) Address: 55 HILLANDALE ROAD RYE BROOK,NY 10573 Hazardous Waste Disposal Period From: 1970s To: 1990 Site Description Location description: This site is a one acre residential property in the Village of Rye Brook, Westchester County, near the Connecticut border. Predominant site features: When discovered in 1991, the property consisted of a 2-story house, 2-story garage with a basement, and an in-ground pool. Current use: Vacant residential property. Surrounding uses: The site is bordered by private residences on both sides and the Arbors Townhouse Complex behind the property. Historical sources of contamination: In the early 1990's, the Rye Brook Police Department received complaints about a resident on Hillandale Road mishandling mercury. USEPA was asked to investigate this residence and discovered extensive mercury contamination in a garage and cabana and in many areas on the property where the mercury had been illegally dumped. Investigations/actions performed to date: As part of an emergency removal in 1994, the USEPA removed the garage and the cabana; demolished the pool; and removed more than 6,300 tons of contaminated soil from this and bordering properties. USEPA's removal action included sampling to determine the extent of the contamination; removing the contaminated soil and debris; and confirmatory sampling. Clean soil was brought in to replace contaminated soil, and return the site to the original grade. On April 30, 2004, at the request of the New York State Department of Environmental Conservation, USEPA conducted an emergency response at the site to remove visible mercury discovered near a rock pile, adjacent to the asphalt walking path on the Arbors condominium property. In May through July 2004, USEPA collected a number of surface soil samples from the Arbors in the area of the path in order to delineate the extent of mercury contamination. Upon the recognition that mercury was present in the soil on neighboring properties, beyond the area of the spill, USEPA expanded its investigation to these neighboring properties. A comprehensive investigation of air, surface and subsurface soil, stream and pond sediment, and groundwater began in September 2004. The cleanup of the Arbors and an adjacent private residence began during in May 2005. During removal operations, a significantly larger quantity of mercury contaminated soil was encountered than originally estimated. In addition, the on-site residence was demolished to allow access to a contaminated drywell and septic tank. EPA's remedial and restoration activities were completed in May 2006. Contaminants of Concern (Including Materials Disposed) Contaminant Name/Type WASTE EP TOXIC FOR CADMIUM (D006), LEAD (D008), ELEMENTAL MERCURY (U151 WASTE) AND MERCURY (D009) Site Environmental Assessment USEPA's Remediation at the site is complete. Prior to remediation, the primary contaminant of concern was elemental mercury. A comprehensive investigation of air, surface and subsurface soil, stream and pond sediment, and groundwater began in September 2004. No impacts to special resources were identified. Following completion of the remedial action, the site does not present a significant threat to public health or the environment. Site Health Assessment Exposure to the general public is not expected since this residential property and neighboring properties were cleaned up. Soils, sediments, and building materials found to be contaminated with mercury were removed for proper disposal. Drinking potentially contaminated groundwater is not expected because public water serves this neighborhood. For more Information: E-mail Us Refine This Search J 1 di -- MOO d m � . w a 0=0 Q c a O � - � o ~ W W a c m c !s a O W o p ^ W 00 • A W a a tn W ' d � z U = A 1.2 W Q � � o Building Permit Check List&Zoning Analysis Address: �J '2O ��4F- _ i? SBL: Zone-- � C) Use: Z 1 o Const.Type: Other Submittal Date: 4A Z t 22 Revisions Submittal Dates: Applicant: �- v L. C)0!- Nature of Work W Reviews:ZBA: A'R 2 5 2022 P& BOT: other. NEED OK (L ( ) FEES:Filing. �a BP: 1 Z �3 (o C/O Flood Plane: Legalization: ( (:�APP: Dated: ✓ Notarized SBL: --truss I.D. Cross Connectio ✓ H.O.A.: ( ( Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ) (Jf ENVIRO:Long. Short Fees:_ -3 Z N/A: (� ( ) SITE PLAN:Topo: Site rotection S/W Mgmt: Tree Plan: Other. ( ) (�SURVEY.Dated: 2 t-1 1 -L ( Current `� Archival• Sealed: ✓ Unacceptable: ( ) (. PLANS:Date�S[amped ✓ Sealed Copies: Electronic: ✓ Other. ( (�License: V*" Workers Comp:—je!� 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: ✓ Penint: N/A: Other. H V.A C.: Plans: Permit N/A Other N£c,x tkA A Y J c t ( ( ) 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: b notes: ( )3BA mtg.date: approval• notes: ( mtg.date: approval:- ( otes: REQUIRED EXISTING PROPOSED NOTES 1tA •. l& k- 62T-,L .44 L flats• OC 1 2 !�U 2022 Cif rF o�taQe: (o o From Front: 3 0 32 •�i Si a: (a Z Zz, 4.4C �7 `( L Main Co v �•� o /s. Ll Lk Accs.Co C)�Z- F S : L47 s . S SFA. ?c, 63 24 SS EL Imp: 4 C't, OL 7, U6ght/Stories: D 2 Z a, notes `!� �`1� -i c` o.L L N F `-) I V - P1�T� - ;7-ccG .t \ 7 — 0C� �1��c- mo 1Al fn .�Al � „-t-/r 4 ?n _ i�Cr k I � Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: -t2flcJ k-i--. l �F, Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements)x $225.00 x $I5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Dmiding Permit Fee Basement= _� S3 sq. ft.x$65.00 = $ L LfS x$I5.00/$I,000.00= $ Lhl-(( i q Ps Attached Garage= 4137— sq.ft.x$225.00= $ ?,-2� — x$I5.00/$I,000.00 = $ 1 P Fl. = L S� sq. ft.x$225.00= $ _,�Z, 8Q�, x$I5.00/$I,000.00= $ Z- 2nd Fl. = 3ci sq. ft. x$225.00 = $ -2 q�S X$I5.00/$I,000.00 = $ At (0S Lf ' 3 Y H. = sq. ft.x $225.00= $ x$I5.00/$I,000.00 = $ 4,1 Fl. = sq. ft.x$225.00 = $ x$I5.00/$I,000.00= $ Total 4q,Ft e k sq. ft. Total Cost= $ 3�Z_ (b Z 0• Total B.P.Fee= $ -� Total Amount Paid = $ Total Amount Due = $ 6 2 ( � Date: APR 2 5 2022 Signed: 48 Rock Ridge, Rye Brook-NY/. Expenses (,, r I� � Fall q ' ' - ID AUG 16 2022 VILLAGE OF RYE BROOK Excavation: $15,000.00 BUILDING DEPARTMENT Drainage: $35,000.00 Footings/concrete: $57,000.00 Framing: $95,000.00 Roof: $45,000.00 Windows/garage doors: $80,000.00 Electrical: $45,000.00 Plumbing: $45,000.00 HVAC/airconditon: $82 000.00 Propane tank: $5,000.00 Total: $504,000.00 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, June 15, 2022 NAME & LOCATION TYPE OF MOTION SECOND APPROVED REJECTED APPL.# APPLICATION 5 Holly Lane New 5Ft High Black Consent 5710 (Riesenfeld) Chain Link Fence In Agenda Rear Yard. 100 Country Ridge 4Ft PVC Privacy Consent 5711 Dr(Scheiner) Fence Front& 6Ft In Agenda Rear Yard 751 King St(Nagula) Roof Top Solar Array Consent 5712 System Agenda 8 Maple Ct(Ochoa) Roof Top Solar Array Consent 5713 System Agenda 17 Carlton Lane New 4Ft High Black Consent 5714 (Boduch) Aluminum Picket Agenda Fence 15 Carlton Lane New Rear Patio Door Consent 5693 (Amestoy) Agenda 75 Woodland Ave Roof Top Solar Array Consent 5694 (Mutino) System Agenda 94 Grant St(Parker) Roof Top Solar Array Consent 5715 System Agenda 27 Garibaldi (Cirioni) Re- Appearance 5703 Legalize Rear 2 Family, Driveway Expansion 27 Garibaldi (Cirioni) Original Submittal - 5703 Driveway Expansion, Legalize Rear House 2 Family, 3rd Story 12 Woodland Drive Re- Appearance- 5705 (O'Brien) Covert Exiting Garage to Conditioned Living ML NM MR SE JM SF AC MI KC VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, June 15, 2022 PAGE 2 NAME & TYPE OF MOTION SECOND APPROVED REJECT APPL# LOCATION APPLICATION 12 Woodland Dr Convert Garage to Original 5705 (O'Brien/Sonenklare) living Space, New Submittal Two Car Garage & Regrade Driveway 4 Sleep Hollow Road Amendment to Prior 5716 (Cecere) Approve Side Yard Deck 8 Winding Wood Convert Existing 5717 Road(Garofolo) Screen Porch Into Living Space 7 Knollwood Dr Reconfigure 5718 (Rattner) Windows, Interior Renovations 48 Rock Ridge Dr New Single-Family / 5719 (Kouloukis) w/Attached Garage, C Swimming Pool & Rear Patio w Q_ I(KA `�its �� ck ev,coe'k', 39 Tamarack Road 2nd Story Additions, `��� �� `�� 16 t2'z 5720 (PK Real Estate Rear Porch, Rear Holdings) Patio Reconfiguration 4 Bolton Place Rear 2nd Story 5721 (McRedmond) Addition & Replace Rear Wood Deck and Stairs 167 Country Ridge Application to Amend 5722 Drive(Hugon) Prior Approval & Replacement of Wood Deck ML ✓ NM MR SE JM SF / AC ✓ MI v KC Gabriel E. Senor, P.C. 90 N.Central Ave. Engineers Planners Surveyors Hartsdale,NV 10530 Tel.(914)422-0070 Fax(914)422-3009 info@gesenor.com LETTER OF TRANSMITTAL DATE: May 26, 2022 Sent Via Hand Delivered [ x [ TO: Tara A. Orlando Planning Board & Zoning Board of Appeals Secretary Village of Rye Brook RE: 48 Rock Ridge Dr. 135.28-1-17 Revised Submission Documents for Planning Board Review Please find enclosed 4 sets of the following: • Tree Proposal Plan Revision 5/25/22 —Tree replacement and screening per Hardesty & Hanover comments No. 2 & No. 4. Also, a proposed generator has been added with plantings for screening. • Stormwater Pollution Prevention Erosion Control Plan (1 of 2) Revision 5/25/22 - Height of pool wall, height of proposed fence surrounding pool and note indicating the location of the pool equipment have been added per Hardesty & Hanover comment No. 3 & No. 4.Also, a proposed generator has been added to the plan. In response to Hardesty & Hanover comment No. 5, a Demo Permit is currently pending, awaiting the Con-Ed cut off letter to complete. Thank you. (S� (j Eliot Senor, P.E., L.S. E U v�/J EB Project Engineer MAY 2 6 2022 (914) 422-0070 info(c,gesenor.com VILLAGE OF RYE EQ_rjnK BU11LD;rIG DEPAR'ity n Laura Petersen From: Laura Petersen Sent: Thursday, October 20, 2022 9:06 AM To: Gesthimani Kouloukis Cc: info@gesenor.com Subject: Building Permit Application -48 Rock Ridge Drive Attachments: Fire Suppression Full 9.2021.pdf Good morning, The building permit application has been approved by the Building Inspector. Before I can issue the building permit the following items must be submitted to our office; General contractor's contact name & phone number. :/2 Copy of general contractor's valid Westchester County Home Improvement License. Fire sprinkler application & fee ($75.00 application fee and permit fee $15.00 per $1,000.00 or a minimum of$100.00) ✓4. Fire sprinkler contractor's liability insurance (the Village Of Rye Brook must be the certificate holder) 5. Fire sprinkler contractor's workers compensation on a NY State Board form (C105-2 or U26.3) 6. Building permit fee $12,936.61 (due once permit is issued and ready for pick-up) 7. Contractor must call UDig NY and get a ticket number. Thank you Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Ipeterseneryebrook.org i GeoLif LLC Geolif LLC 1 Nikki drive White Plains, NY 10605 Contact person: Gesthimani Kouloukis/ Fotios Papaioannou Telephone: 646-261-7166/718-5937222 Email: Bessie@geolifllc.com/ fotis@geolifllc.com 48 Rock Ridge Drive Rye Brook, NY 10573 -i : A r• 'R � r+S -�1 '� fiA r►�U•i�;�_../ �*r► r'� s.{(�A n}S A"�f,+r :i A t+ _ ,► 1(����(1 1►_ 1(�,��(1 • 1(��(1 =�,�'�"��1 1��1 'ti�1►��l'�� 1��1 �► 1��1 �r 1��1 v �=' � :ia�lllll''11111-F3Fd ss?'t�11111�111111;!i,g •:.11111��111111 3 •:;11111��'11111,• _ _-� �:�11111�/11111'`'3L1 s }�11111,�'11111 -: �` s;'s*'i:lllll,�'11111:!?Fa � h�'/ o ... ' r 21 N a. .+ t p �; ��� i > 4. •0. N ��� 1 �� C G. O >C ems— �• a W N CA C CA \ .• u i�l cj _• \ O y o ••y � rn N �. C) U "« u, n G� '�'� w o .� ction <e w LU N f 4 �y 0 4 y cc •3 M •y�: ` x co N =•� Eco LO ' t` ma's =%•• ` �ll1/111�.+ts,... .= 11�11� rri'lll'111-.111,/,,,111 111(/11(111 111(11/(111 j { 111(//1(111 111)1//(011 r 111(11/(111 li 111)�11(111 A �� ♦• .- A .r ��•. .1. •��1 1+ IAA r' ��� + ^ � +. ���� i, ;�1�'�+. ♦��� +.1^^ 1 it ����2� ^ ,.r..; `1 v 0 -„"" .. vrVOir w• Oe� — Leo ..:: O6y KOULOUGE01 f DKALATZIS ACORN DATE(MM/DD(YYYY) CERTIFICATE OF LIABILITY INSURANCE 10/24/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Northeastern Group Ltd PHONE 516 505-7700 FAX 696 Hempstead Tpke (A/C,No,Exq: ( ) (A/C,11 :(516)483-5821 Franklin Square, NY 11010 ADM :neg@negrp.com INSURERS)AFFORDING COVERAGE NAIC 1/ INSURER A:Utica First Insurance Co. 15326 INSURED INSURER B: Geolif LLC INSURERC: 1 Nikki Drive INSURERD: White Plains, NY 10606 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH_POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDUSUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRA X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR X ART3000236980 3/4/2022 3/4/2023 DAMAGE TO RENTED $ 50,000 MED EXP An one person, $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY-swof F7 LOC PRODUCTS-COMP/OP AGG IS 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT a acrid n $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED i AUTOS ONLY AUTOS BODILY p BODILY INJURY Per accident $ AUIRDS ONLY AUTO ONLY (PeOPE tDAMAGE $ UMBRELLA LAB OCCUR EACH OCCURRENCE S EXCESS LIAB n CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ OT WORKERS COMPENSATION PER H- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE C E.L.EACH ACCIDENT $ N/A OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101.Additional Remarks Schedule,may be attached if more space is required) Additional insured(s)covered as per written contract, per endorsement BAI-1 (1.20)to the extent provided therein: Village of Rye Brook CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Rye Brook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 Y ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street Rye Brook, NY 10673 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) 01988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany, NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE L ^^^^^ 852963181 NORTHEASTERN GROUP LTD 695 HEMPSTEAD TURNPIKE �ffltmj�if:A�c FRANKLIN SQUARE NY 11010 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER GEOLIF LLC VILLAGE OF RYE BROOK 1 NIKKI DRIVE 938 KING STREET WHITE PLAINS NY 10605 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2566 029-1 720530 03/05/2022 TO 03/05/2023 10/24/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2566 029-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU NCE FUND T �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1070223522 k {� l p�g'yt} '�, iE GV�t' '+K• ��� �.w+ _F��7Q�,Pye1*pb1.•. ,��.p�p,.µp+4: tn1 .;4 . r'� } •-A Z�".. �f a '� K��� r�q,?�"_ �4�,.. .vAP' AA+' '���A'� a7^ s `�w�A 'NF' •- . �rA�l/r ' •R�71. r4 fr,, .� :,n�� �� �lii\'=, -t �.n\O YN•t. ��..,,,,•:X�Ifs/: ..�t���•�i•. �, '6}"� 11� u s t F1 fl �.+ IMP I ry� �' ..a �.� 1 < lk rA •/•y: Alt' �I � r rl v / > d b cC Nacss)s .� N �!. ILI as --j Q a •-'r ui Lf) O ++ (� • CD 4 4.4 Z w o _cn 4-0 �atection cros»� Z r- �y o f +• s irl < y - V PRO' b '+ � a> Ci. � W t� Z O � 3 � w ..ro ,cm 4icaw)s) N o � x:; xj W wcA A \ S C a�i o N r • ��: L � U U U L��.�e-r• « > ''►�T -Wo. �;� Af.', • :)i7"�A �•"-;y ^ '�'� ? \� j..7tir\Apy' 1 ,. �YiOC'•ty: 2o:w.::s 4 .. ��- •�'� �'� '?YR6'+AY'•r /,1'.�t '4`.�+�4 _'fit• � � °i�A1` 4"•� `t / ELWAGNE-01 TSALLER A�ORO CERTIFICATE OF LIABILITY INSURANCE DATE(MM/__ F10111/20220221) 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 NAM CONTAE:CT Kim Abramo AssuredPartners Now _ AX 00 Beard Saw Mill Road gland,Inc. PHONE U No):(203)463-2667 c,No,Eat):(203)463-2667 m Shelton,CT 06484 AEMSBa KimAbramo@AssumdPaftem.com INSU S AFFORDING COVERAGE NAIL 0 INSURER A:Continental Insurance Company 35289 INSURED .INSURIERSNalley Forge Insurance Company 20508 E.L.Wagner Co.,Inc.;Wagner Pools INSURER C:Columbia Casually Company 31127 101 Norton Avenue INSURERD: Darien,CT 06820-5200 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. ILTRNSR TYPE OF INSURANCE ��SUB POLICY NUMBER POLICY EFF POLICY EXP LDS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000 CLAIMS-MADE ❑X OCCUR X 6083362639 5/1/2022 5/1/2023 DAMAGE TO RENTED 100,000 MED EXP n one eraorl S 15,000 PERSONAL 6 ADV INJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE 2,000,000 POLICY F PPS FILOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER: EMPLOYEE BENEFI 2,000,000 B AUTOMOBILE LIABILITY CO WEED SINGLE LIMIT 1,000,000 X ANY AUTO X 808=17758 5/1/2022 6/1/2023 BODILY INJURY Per erson OWNED SCHEDULED AUTOS ONLY AUTOS BODILY Ep BODILY INJURY Per scdderd AUTOS ONLY AUTOS ONNLY rOPERTYM AMAGE A X UMBRELLA LLAB X OCCUR EACH OCCURRENCE5,000,000 E17DED ESS LIAR CLAIMS-MADE X 6083464012 5/1/2022 6/1/2023 AGGREGATE 5,000,000 X RETENTIONS 10,000 WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LUIBILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT III FlFICER/MEMBER EXCLUDE[D? N/A Fla In NH) H yes atory be under E.L.DISEASE-EA EMPLOY DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT A Equipment Floater 6083362639 5/1/2022 5/1/2023 SeeDescriptionofOps C Prof.3 Pollution Li C6081000944 5/1/2022 5/1/2023 $50OK/$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Job Location:Kouloukls Residence 48 Rock Ridge Road Rye Brook,NY 10573 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE The Village of Rye Brook,NY THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 238 King St. ACCORDANCE WITH THE POLICY PROVISIONS. Rye Brook,NY 10573 AUTHORIZED REPRESENTATIVE ffi:�e. sea ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD iNEW Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured E L WAGNER CO.,INC. 203-335-3960 DBA GARY COX LAWN SPRINKLERS 750 WORDIN AVE. 1c.NYS Unemployment Insurance Employer Registration Number of BRIDGEPORT,CT 06605 Insured 1604605 Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 060641006 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Wesco Insurance Company Village of Rye Brook 938 King St. 3b.Policy Number of Entity Listed in Box"l a" Rye Brook,NY 10573 WWC3571366 3c. Policy effective period 01/01/2022 to 01/01/2023 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 3 on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. 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: Mary P.Storti (Print name of authorized representative or licensed agent of insurance carrier) Approved by: /y c 10/12/2022 (Signature) (Date) Title: Sr.Operations Manager Telephone Number of authorized representative or licensed agent of insurance carrier: 877-266-6850 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 ',Y/.,�5�f�s,�, ,,t ;� ti.,:- �•r , _��, ". '� -�{'�'.,�� '.a •C`aY. n . l,i:.)�ti�'-pr '. tY :�i ,�5��n `a•E!✓�S4 " , •,�`\�',- {•fir �'� • . � � I «~ .�' � ♦is, _ �`�"�!••��;� '•�'�'.''� �'• c- �:{ • CO w rn r - w W Z. CO 2Q . '-• Q >- b 5b a �Q 'Lice 1� C� d w 2 w r a co co 4jti'1 !•.•ii-•r'. '•`wv�i•. ,may ' f, 1,t5 �1 r� ,5 l /� I' 1/t5 ► /},i 1'i f 1 q/ % : t(wrai)�� AMP A) ' it '��: ►y,, illy l•` w� .,w� �Iry}I ►/A .. �j��1�r •<. A11 •• V�w� i,. �r'i T'k\ ',�- ,`1����, *.�� � rev .'`�' �`,11�.'��'�. .1•F• `:,y1 ,�' �t;Y�,�pL���,S�\ ,:iv. :j.l� •�• •�1r;1 ��r.,��� •',v� < ,� 'rite ' j�l?�;Q` R r\•i�7 •''• ••� �.�`�' a1•n•" C E IMMf AcoR& CERTIFICATE OF LIABILITY INSURANCE FD'T2020fODY/YY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH USA INC NAME: - _ ONE 445 SOUTH STREET (A/C,NO,Fift _ _(a,Not: MORRISTOWN,NJ 07960-6454 m E-MAILADDRE Attn Moslown.CertRequest@marsh,corn Fax:212.90.0979 - INSURER(S)AFFORDING COVERAGE NAIC a SP LP CLIE INSURER A:UberlyMutual Fire Insurance Company 23035 INSURED INSURER B:LM Insurance CD wat on 33600 SUBURBAN PROPANE PARTNERS.L.P. - - - 240 ROUTE 10 WEST INSURER C:Liberty Insurarm Corporatiori 42404 WHIPPANY,NJ 07981 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: NYC00913892145 REVISION NUMBER: 4 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 ILTR NSN TYPE OF INSURANCE ADOl'IS—UBR wyn POLJCY NUMBER POLICY EFF LIMITS A X COMMERCIALGENERALUABLJTY TB2.631.507975-082 10C 022 1001,2023 EACH OCCURRENCE S 2.000,000 CLAIMS-MADE OCCUR PREMISESOCLAIMS-MADEEa occurrence S 250,000 MED EXIP ens ) S 10,000 PERSONAL d ADV INJURY S _ 2•000•000 GEN`L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S 2.000.000 X POLICY[�]ECT 7 LOC PRODUCTS•COMPIOPAGG _S _ 2,000•000 OTHER S A AUTOMOBILE LIAN ITY A5 31.50 75-072 1091022 100112023 Eel 1NSINGLE LIMIT s 2,000,000 X ANY AUTO BODILY INJURY(Par person) S X SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per awd") S AUTOS X X OWOMED PR RTY DAMAGE AUTOS ONLY X AHIRED NUTOS ONLY S S UMBRELLA LIABHCLAJUS-MADE OCCUR EACH OCCURRENCE 3 EXCESS LIAB AGGREGATE S DED RETENTIONS S B WORKERS COMPENSATION W'A5-630 507975-092(ADS) 10,01,2022 1 .A1 2 23 X PER OTH- C AND EMPLOYERS'LIABILITY YIN STATUTE ER ANYPROPRIETOR PARTNERrEXECUTIVE WA7-63D-507975.102(MA) 110.01/2022 10i0112023 E L.EACH ACCIDENT t 1,000.000 B OFFICER-MEMBER EXCLUDED? IT NIA WCS631-507975.112(WI) 110A112022 10A10023 E.L.EACHAE ACCIDENT EMPLOYEE S (Mandatory In NH) 1,000,000 Itns deswbeunder DE SCRIPT10N OF OPERATIONS belay I E.L.DISEASE-POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,AddWwal Remark.Schedule,may be attached It more apace is requirscil VILLAGE OF RYEBROCK IS SHOWN AS AN ADDITIONAL INSLRED SOLELY WITH RESPECT TO GENERAL LIABILITY COVERAGE AS SHOWN HEREIN AND SOLELY IN THE EVENT THIS STATUS IS REQUIRED BY WRITTEN CONTRACT BETWEEN SUBURBAN PROPANE.L.P.OR ITS SUBSIDIARIES OR AFFILIATES AND CERTIFICATE HOLDER. CERTIFICATE HOLDER CANCELLATION VILLAGE OF RYEBROOK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ATTN:BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN 938 KING STREET ACCORDANCE WITH THE POLICY PROVISIONS. RYEBROOK,NY 10573 AUTHORIZED REPRESENTATIVE ?�lazals 2CSrg �ccc. ©1988.2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD �YORK I Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board la.Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured Suburban Propane Partners, L.P. 973-887-0500 240 Route 10 West Whippany NJ 07981 1c.NYS Unemployment Insurance Employer Registration Number of Insured 892-18602 Work Location of Insured(Only required if coverage is specifically limited to 1d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i e. a Wrap-Up Policy) Number 22-3410353 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) LM Insurance Corporation Village of Rye Brook 31b. Policy Number of Entity Listed in Box"1 a" 938 King Street Rye Brook NY 10583 WA5-63D-507975-092 3c. Policy effective period 10/1/2022 to 10/1/2023 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers includedi all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box-1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box•'2". The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder, This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers' Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by Courtney Connolly (Pn-•----- -'- --------.-• - --' --ant of insurance carrier) cgc.l,�— Approved by 9/15/2022 (Signature) (Date) Title Senior Client Service Coordinator Telephone Number of authorized representative or licensed agent of insurance carrier 857-224-9248 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 70.39694 1 3-50-975 1 10/22-10/23 C305.2 I Yrrahall JWL"an 1 9/15/2022 9:39:20 AM (CDT) I Page 1 of .:.Y%• ! w `..`_.:.?- � A to ..,i.:i �/�qA �f.✓ rt .� # ^+�s.. �pY'�2Y I. � � - < .—. .f ss ' n ail+•t�ii! �4+itl+is, �'� i+++++s, �f�i+`. v� �;1+��+ +•tt+�f..._ +! 1l, .�s; zzz`��1{�1� �:, y m: �fl�i4! '+ r i�!!� tcS lii" IYt 1-ti xa `N iit�i <1��►t�,'% �Ks�yl < 4;oj 2 4E ', to , 10. ¢t a. N F w O cn r� = 4 . f pug w i a tU W Ln , c 0 j LLIW rz r p W 0 0.GbUJ &M U ° z ' Ga Gi i. ou c "' y •. p Q tn � � d ..�•� �� iS RS RS 1U CAgo •�.'.,.. ►. Lid C U .� r F'f E _ �« GGGG^^^^ .,ew���• V.n to �� `�,.. Yyy ; ... r 5•gpi�'r..R��;% sR�{..�+ :li 1 s i*TR1,' ti�.�,.��, -•�.n.R,,.�„ t s}!i�!i .. - �i.�dtl+�+t 1 s� !�t � ��++ �►ij�l� ! �9��#'"" ��:�'r`���+�+�1����x;� �i�cs?>� DATE(MMIDWYYYY) CERTIFICATE OF LIABILITY INSURANCE 3 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 pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights tD the certificate holder In lieu of such endorsemen s. PRODUCER O�N ONT ACT Eric Derde PHONE ERIC DERZIE&ASSOCIATES INC E-MAIL l (212)689 4111 !lAicc,N,r (212)689-4444 PO Box 230315 ANp . eric0edabrokers,com Brooklyn. NY 11223 �— IMMURE AFFORDING COVERAGE _ NM6a INSURER A: Penn-Star Insurance Company _ 32411 INSURED INsuftERs: ACE Property&CasuaLbt Ins.Co 206" HVAC Experts Inc. INSURER_c:- 7 Skyline Drive,#350 01151JItERD: Hawthorne,NY 10532 INSURERS: 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. IL%R ---- TYPE OF INSURANCE -------ADDIL— ---"--mm —NUMBER POUCYEFF POLICY DIP LIAfiB NS I IXi COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE _ $ �•000.000 CLAIMS-MADE ❑X OCCUR I -€� '._.-. _ fff YT��� _�RgrIBE&rEa orcurt�, S __ 100.000 5,000. A i J- Y PAV0416000 12/03/22 112/03/23 PER80NALa ADV INJURY : 1,0000 o j GENL AGGREGATE LIMB APPLIES PER: i GENEitKALIOR£GATE { 2 O00 000 I X POLICY JECT LOC I I PRODIJIlR-COMPA)PALiG S _2_!_000�000 OTHER: I = AUTOMOBILE LIABILITY .�A __ _..._-i ANY AUTO BODILY INJURY Syr pate.) Is OWNED SCHEDULED i BODILY INJLIRV — - — AUTOS ONLY AUT05 �a � S HIRED NON-OWNED PROPERTY DAMA93E : AUTOS ONLY __.;AUTOS ONLY XUMBRELLA LIAB RR �...—.—__. 5L000100Q ' X OCCUR i ..EACH OCCURRENCE B EXCESS LWB CLAIMS-MADE� UMBNYF759361131-003 12/03/22 12/03/23 AGGREGATE S 5 000 000 DED I X I RETENTION 10,000 I E S WORKERS COMPENSATIONI PTA ER AND EMPLOYERS'LIABILITY YIN ANY PROPREfOR/PARTNER/EXECUTME ❑ NIA I I El.EACH ACCIDENT $ OFFICERIM9i6ER EXCLUDED? (Mandatary In NH) E.L DISEASE-EA EMPLOYEE S It ysa,describe under ! DESCRIPTION OF OPERATIONS baby E.L.DISEASE-POLICY LIMIT S f DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Addidoaal Romerkdkhedek,may be ett—hed If more space kregolred) Village of Rye Brook ISAOAIATIMA is included as additional insureds under endorsement EPA-1919 with regards to the General Liability policy as per policy terms,conditions and exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF RYE BROOK THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED N ACCORDANCE WITH THE POLICY PROVISIONS. 938 KING STREET, RYE BROOK,NY,10573 AUTHORIZED REPR13ENTAZ 11 a 0198 5 AC Rfo. A-T N. AI rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD /17--rb\*N.- N YS 1 F New York State insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE �. A .� ^^^^^" 830762490 - HVAC EXPERTS INC ~ �, 7 SKYLINE DR. Q SUITE 350 HAWTHORNE NY 10532 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER 48 ROCK RIDGE RD HVAC EXPERTS INC VILLAGE OF RYE BROOK 7 SKYLINE DR. 938 KING STREET SUITE 350 RYE BROOK NY 10573 HAWTHORNE NY 10532 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2454 451-2 396931 09/22/2022 TO 09/22/2023 6/6/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2454 451-2, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT GENCI HASA HVAC EXPERTS INC 1 OF 1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND T �/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 225861600 � s .;@ s}�r �1/11r: 11/11�'t' a -r►11/►+ 1/ ► 11/1► _� (+Iff+r 3L ,. tao» �-e-1//11►+', 111l/►¢ ;., : !+�111111++,� .yaall+lh♦+¢•� +tell/i►111+•:-,_�, _:+yl/ll��r 'ti°# t>� +s'v OldIg t CN IV- CA\` = � `�r �. - x\ ��'''ie�'" '� � O ►� I ( )Ay ,° —•_ � .=�\\` fit, a y O IN On "4°a.ir9 - �� U r..rnL, g '� L;,, cam.. �,,.€+c?♦� w CO `�i jai ^y (Ocoo CY) `-� ate.+ � f J ' >✓ _ `�< , (.cs))„�, .a• '�`�_"� ;..� � � Lo CO ection Of C/) X 0LLI LO LLJ ,. C5 t- W rr: � �� ', i "' � e►a+��7 `,•;Ai o z u �• : � ,•�%-. �/._fry Q ,: a `.i� ra. CC C T• _'J� %f -� . Ill � r ti y � .14 ?u L G3 +tt cf cnCN .14 CO- (`cites) �4t '1j.►. ;. /''11:., -d�1 V.. 11 It`ryx �1 +a ty a � 1 1�Ihl�:. - +/►► ►1 `.-1+/►�41 -1 11 ►/1. ► ►1 1wta 1► +1 a i f► ►i,�'--�a�`�' ,y' - II11 1 {//I� r{III� _ ►ji/1/11 _ 11�/j1 Client#:2498 ALLSAF2 A DATE(MM7DO:YYYY) RD_ CERTIFICATE OF LIABILITY INSURANCE 1012112022 THIS TIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CER ATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BEL HIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REP E NTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMP R NT:If the certificate holder Is an ADDITIONAL INSURED,the pollcy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SU GATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this a cafe does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODI)C R N IT Commercial Support Ede o Partners Ins.Center a -- - FAX - --- - 9 1°�1AIL E g:631-390-9700 i�,N,t;63139_0-9.7.9_0_ 40 Mac Drive EADDDRLEW. NEConstructioncerts@epicbrokem.com 3rd FI or _ INSURER(S)AFFORDING COVERAGE _ __—T NAICs Melvil I 1Y 11747 INSURER A:Crum IL Forster Specialty Insurance Co _144M INSURE All Safe Fire Sprinkler Systems Inc INSURERS::Nor(3UARD Insurance Company 131470 All Safe Fire Blvd INSURER C:Merchants Mutual Insurance Company 23329 Elmsford,NY 10523 wsuRERD -I INSURER E: INSURER F: COVE06tS CERTIFICATE NUMBER: REVISION NUMBER: THIS IS CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICT NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERT Fle TE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. A -- sueR, ------------ Y ExP - -- TYPE GENERAL LIAaaJTY VfVD' NUMBER _ M LIMITS ADDL — L _ _ INSR_ t __ _ GL0090537 9111/2022 OWI 112021 EACH OCCURRENCE !S1,000,000 ix] RpWp�pRGJEJT RRENTED - CIAIMS-MADE OCCUR PREMISES�Ea oaurroncs)--`-=501-D00 --------. D Ded:S�000_ MED EXP JAff am per.cn) $6 000 n_tractual Liab. I PERSONAL a ADV INJURY S1,000,000 G ELATE LIMIT APPLIES PER: GENERAL AGGREGATE s2,000 O00 �Y(�JECTPRO- ❑LOC PRODUCTS_COMPIOPAGG s2,000,000 ER_ _ _ C ;-A ELIABILRY CAPS20MI ---- — 9/16/2022I09H6/20 asaJdent_ 1,000,000 COMBINFII SINGLE LIMIT AUTO BODILY INJURY(Per person) j S -- SCHEDULE D BODILY INJURY(Per accident) S OS ONLY X AUTOS _ �,+ NON-OWNED I PROPERTY ROP T �DAMAGE i S OS ONLY X AUTOS ONLY i s A RELLA LIAR X OCCUR T SE0120263 1112022 09/11/l0 EACH OCCURRENCE $1,000 000 E ESS LIAR CIJUMSMADE _ AGGREGATE $1 000,000 — K. . ----- -------- ---------- ! RETENTION _ = WORK ND E COMP COMPENSATION TNERIEXECU7IVE;YIN! -- ----.....-- -- - ---- ----- —T----023 PER ------B woRl< s coMPENSATION ALWC213191 9H6/2022 09H6/20 X ANIf li 9( MEMBER EXCLUDED' N I NIA E.L.EACH ACCIDENT 51 000 000 (Meted in NH) -" E.L.DISEASE-EA EMPLOYEE $1 000 000 If y1b t i vibe under Ot 3OF I ITION OF OPERATIONS below_ - _ E.L.DISEASE-POLICY LIMIT 51,000 000 I DESCRIPTION F OPERATIONS i LOCATIONS!VEHICLES(ACORD 101 Additional Remarks Schedule,may be anached;f more space is required) CERTIF CUE HOLDER CANCELLATION Village Of Rye Brook Building SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Department ACCORDANCE WITH THE POLICY PROVISIONS 938 King Street Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE ,1988-2015 ACORD CORPORATION.All rights reserved. ACORD`2 016103) 1 Of 1 The ACORD name and logo are registered marks of ACORD #S421+6757JM4278743 CCA03 NEW Workers' CERTIFICATE OF YORK STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured II Safe Fire Sprinkler Systems, Inc. 914 773-7602 375 Executive Blvd - Elmsford, NY 10523 1 c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,a Wrap-Up Policy) 1 d. Federal Employer Identification Number of Insured or Social Security Number 473975166 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NorGUARD Insurance Company Village of Rye Brook Building Department 38 King Street 3b.Policy Number of Entity Listed in Box"l a" Rye Brook, NY 10573 ALWC371889 3c.Policy effective period 09/16/2022 to 09/16/2023 3d.The Proprietor,Partners or Executive Officers are ❑X included.(Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"I a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy).The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Leonard Scioscia (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 10/28/22 (Signature) (Date) Title: Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier: 631-390-9700 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 Client#:2498 ALLSAF2 ACORD. DATE IMMf00lYYYY)CERTIFICATE OF LIABILITY INSURANCE 2/2012024 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 any rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME Commercial Support Edgewood Partners Ins.Center I PHONE 631-390-9700 FAX 631-390-9790 (A/C.No,Eery (AtC,No)' 40 Marcus Drive E-MAIL ADDRESS' P NEConstructioncerts a icbrokers.com 3rd Floor INSURER(S)AFFORDING COVERAGE NAIC a Melville,NY 11747 INSURER A Crum 8 Forster Specialty Insurance Co 44520 INSURED INSURER B NorGUARD Insurance Company 31470 All Safe Fire ProtectionBMechanical Inc INSURER C Merchants Mutual Insurance Company 23329 All Safe Fire Sprinkler Systems Inc INSURER D 375 Executive Blvd Elmsford,NY 10523 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 FCR 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 �TpR TYPE OF INSURANCE NSR WVD, POLICY NUMBER (MWDDIYYYY).(MMIDDIYEYYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY Y GLOO99737 9/11/2023 09/1112024 EACH S 1,000,000 CLAIMS MADE X OCCUR PREISES?EaENTED occccunerue) $50,000 X BI/PD Ded:5,000 MED EXP(Any one personl $5,000 X Contractual Llab. _ PERSONAL&ADV INJURY .$1,000,000 OENI AGGREGATE LIMIT APPL IES PER. GENERAL AGGREGATE s2,000,000 POLICY X JPERT LOC PRODUCTS-COMP/OP AGG s 2,000,000 l,THFR $ C AUTOMOBILE LIABILITY CAP9269941 9/16/2023 09/16/2024 COMBINED SINGLE LIMIT (Ea aBINED $1,000,000 ANY AUTO BODILY INJURY(Per pers I S OWNED SCHEDULED ALITOS ONI Y X AUTOS BODILY INJURY(Per acridenp s X HIRED ONIt X NON-OWNED PROPERTY DAMAGE s .. _.AUTOS ONLY (Per accident) S A UMBRELLA LIAR X OCCUR SE0125991 9/11/2023 09/11/2024 EACH OCCURRENCE .$1,000,000 X EXCESS LIAR CLAIMS-MADE AGGREGATE 0,000,000 DEC) RETENTIONS $ B WORKERS COMPENSATION ALWC450938 9/16/2023 09/16/2024 X PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE _--._ER ANY PROPRIETOR/PARTNERIEXECUTIVE EL EACH ACCIDENT $1,000,000 OFFICERWEMBER EXCLUDED' Y N I A (Ittandatory in NH) EL DISEASE-EA EMPLOYEE $1,000,000 II yes describe under DESCRIPTION OF OPERATIONS bekry EL DISEASE POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS;VEHICLES(ACORD 101.Additional Remarks Schedule,may be attached If more space is required) Certificate holder is included as additional insured for general liability coverage as required by written contract. CERTIFICATE HOLDER CANCELLATION ANYELLED Village of Rye Brook THE SHOULD XPIRATTIIONH DATE V THEREOF.DESCRIBE NOT CEIEW BL CBE CDELIVERED O NE 938 King Street ACCORDANCE WITH THE POLICY PROVISIONS. Rye Brook,NY 10573 AUTHORIZED REPRESENTATIVE D 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) 1 Of 1 The ACORD name and logo are registered marks of ACORD #S6347446/M6331707 CCA03 NYSIF New Yoik State Insurance Fund PO Box 66699.Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 O ^^^^^^ 061503131 EPIC INSURANCE BROKERS f ;t1 ty K CONSULTANTS 40 MARCUS DR.3RD FLOOR MELVILLE NY 11747 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ALL SAFE FIRE PROTECTION,INC VILLAGE OF RYE BROOK 375 EXECUTIVE BLVD 938 KING ST ELMSFORD NY 10523 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2593 528-9 245923 07/07/2023 TO 07/07/2024 2/20/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2593 528-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS. OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP. THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION VICE PRESIDENT MAUREEN ULLEY ONE OF TWO OFFICERS OF ALL SAFE FIRE PROTECTION INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND ��r DIRECTOR.INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 792187154 U-26.3 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday, April 3, 2024 2:44 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 04/03/2024 14:44 To: VIL RYE BROOK PRIMARY Transmitted: 04/03/2024 14:44 00002 Ticket: 04034-001-218-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 48 To: Name: ROCK RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: BOTH SIDES OF THE PROPERTY NearSt: BLUEBIRD HOLW & BOBBIE LN Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: PLANT TREE Estimated Work Complete Date: 04/08/2024 Depth of excavation: 3 FEET Site dimensions Length 100 FEET Width 4 FEET Start Date and Time: 04/08/2024 07:00 Must Start By: 04/22/2024 ------------------------------------------------------------------------------ Contact Name: LISA MORANO Company: MORANO LANDSCAPE & GARDEN DESIGN Addrl: 535 HALSTEAD AVE Addr2: City: MAMARONECK State: NY Zip: 10543 Phone: 914-698-4065 Fax: Email: lisa@moranogroup.com Field Contact: JOSE GODOY Alt Phone: 914-325-6692 Email: godoy@moranogroup.com Working for: KOULOUKIS ------------------------------------------------------------------------------ Comments: PROPERTY PERIMETER ON EITHER SIDE : Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED = SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR i Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Friday,January 5, 2024 12:38 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 01/05/2024 12:37 To: VIL RYE BROOK PRIMARY Transmitted: 01/05/2024 12:38 00002 Ticket: 01054-000-647-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 48 To: Name: ROCK RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: ENTIRE PROPERTY NearSt: BLUEBIRD HOLW Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: SOIL REMEDIATION Estimated Work Complete Date: 01/10/2024 Depth of excavation: Site dimensions: Start Date and Time: 01/10/2024 07:00 Must Start By: 01/25/2024 ------------------------------------------------------------------------------ Contact Name: SARAH MASSA Company: INNOVBTIVE ENVIRONMENTAL SERVICES Addrl: 392 COLUMBUS AVE Addr2: City: VALHALLA State: NY Zip: 10595 Phone: 914-449-6608 Fax: Email: service@innov8enviro.com Field Contact: NORINE MEYER Alt Phone: 914-449-6608 Email: service@innov8enviro.com Working for: HOMEOWNER ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR i Laura Petersen From: Service Innov8enviro <service@innov8enviro.com> Sent: Tuesday, October 31, 2023 11:54 AM To: Laura Petersen Subject: Spill Numbers - Rock Ridge Dr Hi, Laura. So we initially were called out to 48 Rock Ridge Drive for oil coming into a hole being dug by another contractor. We called DEC and was assigned #2306392. After some exploratory digging we determined that the oil was coming from an underground oil tank located on the neighbor's property,46 Rock Ridge Drive. A spill was called in and assigned#2306397. We will be filing for a tank removal and installation shortly. Thank you and have a great day. NDrEo,e Meer iNNOIVE 392 Columbus Avenue Valhalla, New York 10595 914-449-6608 www.Innov8enviro.com i Laura Petersen / From: UDig NY Exactix <tickets@exactix.udigny.org> ��- Sent: Thursday, October 26, 2023 3:03 PM To: Steven Fews Subject: Message from UDig NY ****INSUFFICIENT NOTICE**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 10/26/2023 15:03 To: VIL RYE BROOK PRIMARY Transmitted: 10/26/2023 15:03 00003 Ticket: 10263-002-107-00 Type: Insuf Notice Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK �(a 040 Addr: From: 48 To: Name: ROCK RIDGE DR n D Cross: From: To: Name: - 1 Offset: ` 1 ,� 01 ------------------------------------------------------------------------------ O cam' Locate: ENTIRE PROPERTY CL NearSt: BOBBIE LN Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N I Boring/Directional Drilling: N �S Within 25ft of Edge of Road: N Work Type: UNDERGROUND TANK REMOVAL ((,� Estimated Work Complete Date: 11/03/2023 Depth of excavation: 9 FEET Site dimensio J +S Start Date and Time: 10/27/2023 08:00 J� Must Start By: 11/13/2023 ------------------------------------------------------------------------------ / ��✓�0. 40 Contact Name: NORINE MEYER Company: INNOV8TIVE ENVIRONMENTAL SERVICES Addrl: 392 COLUMBUS AVE Addr2: City: VALHALLA State: NY Zip: 10595 Phone: 914-449-6608 Fax: Email: service@innov8enviro.com O Field Contact: NORINE MEYER Alt Phone: 914-449-6608 Email: service@innov8enviro.com 10 Working for: H/O i I I Comments: CALLER NOTIFIED OF NYS 2 DAY REQUIREMENT AND WE RECITED Q � I DISCLAIMER URGING CALLER TO COMPLY WITH CODE RULE 753. S Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED i Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Friday, October 27, 2023 11:00 AM To: Steven Fews Subject: Message from UDig NY ****EMERGENCY**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 10/27/2023 11:00 To: VIL RYE BROOK PRIMARY Transmitted: 10/27/2023 11:00 00003 Ticket: 10273-000-804-00 Type: Emergency Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 46 To: Name: ROCK RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: LOCATE ENTIRE PROPERTY NearSt: BOBBIE LN Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: SOIL REMEDIATION Estimated Work Complete Date: 11/03/2023 Depth of excavation: 9 FEET Site dimensions: Start Date and Time: 10/27/2023 10:57 Must Start By: 11/13/2023 ------------------------------------------------------------------------------ Contact Name: CLAUDINE SIDNEY Company: INNOV8TIVE ENVIRONMENTAL SERVICES Addrl: 392 COLUMBUS AVE Addr2: City: VALHALLA State: NY Zip: 10595 Phone: 914-449-6608 Fax: Email: service@innov8enviro.com Field Contact: DONALD FEENEY Alt Phone: 914-589-6299 Email: donnie@innov8enviro.com Working for: HOMEOWNER ------------------------------------------------------------------------------ Comments: EMERGENCY, CREW IS ON WAY TO SITE NOW, THIS IS A THREAT TO : LIFE/PROPERTY/VITAL UTILITY. : Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED : SUEZ WTR WESTCHESTER VIL RYE BROOK 1 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday, November 15, 2023 7:01 AM To: Steven Fews Subject: Message from UDig NY ****LATE**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 11/15/2023 07:01 To: VIL RYE BROOK PRIMARY Transmitted: 11/15/2023 07:01 00002 Ticket: 11093-001-712-01 Type: Late Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 48 To: Name: ROCK RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: CURB TO CURB, 20 FT BEHIND ALL CURBS NearSt: BOBBIE LN & BLUEBIRD HOLW Means of Excavation: BACKHOE, EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 11/30/2023 Depth of excavation: Site dimensions: Start Date and Time: 11/15/2023 07:00 Must Start By: 11/30/2023 ------------------------------------------------------------------------------ Contact Name: JOE OLORI Company: J FLETCHER CREAMER & SON INC Addr1: 101 E BROADWAY Addr2: City: HACKENSACK State: NJ Zip: 07601 Phone: 201-468-4800 Fax: Email:joseph.olori@jfcson.us Field Contact: JOE OLORI Alt Phone: 201-468-4800 Email:joseph.olori@jfcson.us Working for: VEOLIA WATER ------------------------------------------------------------------------------ Comments: REFRESH MARKS WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED i SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR z Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday, November 15, 2023 7:00 AM To: Steven Fews Subject: Message from UDig NY ****LATE**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 11/15/2023 07:00 To: VIL RYE BROOK PRIMARY Transmitted: 11/15/2023 07:00 00001 Ticket: 11093-000-513-01 Type: Late Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 48 To: Name: ROCK RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: BOTH SIDES OF THE ROAD BETWEEN THE CROSS ROADS, INCLUDING ENTIRE INTERSECTIONS NearSt: BOBBIE LN Means of Excavation: BACKHOE Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 11/15/2023 Depth of excavation: Site dimensions: Start Date and Time: 11/15/2023 07:00 Must Start By: 11/30/2023 ------------------------------------------------------------------------------ Contact Name: JASON FIGUEROA Company: SUEZ WATER, WESTCHESTER Addrl: 2525 PALMER AVE Addr2: City: NEW ROCHELLE State: NY Zip: 10801 Phone: 914-632-6900 Fax: Email:jason.figueroa@suez.com Field Contact: JASON FIGUEROA Alt Phone: 914-632-6900 Email:jason.figueroa@suez.com Working for: ------------------------------------------------------------------------------ Comments: NEED BOBBIE LN INTERSECTION MARKED WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ 1 Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR z Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, November 13, 2023 6:39 AM To: Steven Fews Subject: Message from UDig NY ****EMERGENCY**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 11/13/2023 06:38 To: VIL RYE BROOK PRIMARY Transmitted: 11/13/2023 06:39 00001 Ticket: 11133-000-040-00 Type: Emergency Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr= From: 48 To: Name: ROCK RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: AREA IS MARKED IN WHITE NearSt: BOBBIE LN Means of Excavation: BACKHOE Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 11/13/2023 Depth of excavation: Site dimensions: Start Date and Time: 11/13/2023 06:34 Must Start By: 11/28/2023 ------------------------------------------------------------------------------ Contact Name: JASON FIGUEROA Company: SUEZ WATER, WESTCHESTER Addrl: 2525 PALMER AVE Addr2: City: NEW ROCHELLE State: NY Zip: 10801 Phone: 914-632-6900 Fax: Email:jason.figueroa@suez.com Field Contact: JASON FIGUEROA Alt Phone: 914-632-6900 Email:jason.figueroa@suez.com Working for: ------------------------------------------------------------------------------ Comments: AREA MARKED IN BLUE AND WHITE, NEED A MARK OUT OF THE INTERESCTION WITH BOBBIE LN WORKING ON BOTH SIDES OF THE STREET. EMERGENCY, CREW IS ON WAY TO SITE NOW, THIS IS A THREAT TO LIFE/PROPERTY/VITAL UTILITY. i Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, November 9, 2023 3:34 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 11/09/2023 15:34 To: VIL RYE BROOK PRIMARY Transmitted: 11/09/2023 15:34 00004 Ticket: 11093-001-712-00 Type: Regular Previous Ticket: 10263-002-235-02 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 48 To: Name: ROCK RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: CURB TO CURB, 20 FT BEHIND ALL CURBS NearSt: BOBBIE LN & BLUEBIRD HOLW Means of Excavation: BACKHOE, EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 11/30/2023 Depth of excavation: Site dimensions: Start Date and Time: 11/15/2023 07:00 Must Start By: 11/30/2023 ------------------------------------------------------------------------------ Contact Name: JOE OLORI Company: J FLETCHER CREAMER & SON INC Addrl: 101 E BROADWAY Addr2: City: HACKENSACK State: NJ Zip: 07601 Phone: 201-468-4800 Fax: Email:joseph.olori@jfcson.us Field Contact: JOE OLORI Alt Phone: 201-468-4800 Email: joseph.olori@jfcson.us Working for: VEOLIA WATER ------------------------------------------------------------------------------ Comments: REFRESH MARKS WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED i SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, November 9, 2023 9:54 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 11/09/2023 09:54 To: VIL RYE BROOK PRIMARY Transmitted: 11/09/2023 09:54 00002 Ticket: 11093-000-513-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 48 To: Name: ROCK RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: BOTH SIDES OF THE ROAD BETWEEN THE CROSS ROADS, INCLUDING ENTIRE INTERSECTIONS NearSt: BOBBIE LN Means of Excavation: BACKHOE Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 11/15/2023 Depth of excavation: Site dimensions: Start Date and Time: 11/15/2023 07:00 Must Start By: 11/30/2023 ------------------------------------------------------------------------------ Contact Name: JASON FIGUEROA Company: SUEZ WATER, WESTCHESTER Addr1= 2525 PALMER AVE Addr2: City: NEW ROCHELLE State: NY Zip: 10801 Phone: 914-632-6900 Fax: Email:jason.figueroa@suez.com Field Contact: JASON FIGUEROA Alt Phone: 914-632-6900 Email:jason.figueroa@suez.com Working for: ------------------------------------------------------------------------------ Comments: NEED BOBBIE LN INTERSECTION MARKED WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ i Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR z Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Friday, November 3, 2023 7:16 AM To: Steven Fews Subject: Message from UDig NY ****UNMARKED-NOW DUE**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 11/03/2023 07:15 To: VIL RYE BROOK PRIMARY Transmitted: 11/03/2023 07:15 00002 Ticket: 10263-002-235-02 Type: UM-Now Due Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 48 To: Name: ROCK RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: CURB TO CURB, 20 FT BEHIND ALL CURBS NearSt: BOBBIE LN & BLUEBIRD HOLW Means of Excavation: BACKHOE, EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 10/31/2023 Depth of excavation: Site dimensions: Start Date and Time: 10/31/2023 07:00 Must Start By: 11/15/2023 ------------------------------------------------------------------------------ Contact Name: JOE OLORI Company: J FLETCHER CREAMER & SON INC Addr1: 101 E BROADWAY Addr2: City: HACKENSACK State: NJ Zip: 07601 Phone: 201-468-4800 Fax: Email:joseph.olori@jfcson.us Field Contact: JOE OLORI Alt Phone: 201-468-4800 Email: Joseph.olori@jfcson.us Working for: VEOLIA WATER ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK 1 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, October 31, 2023 7:02 AM To: Steven Fews Subject: Message from UDig NY ****LATE**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 10/31/2023 07:01 To: VIL RYE BROOK PRIMARY Transmitted: 10/31/2023 07:01 00001 Ticket: 10263-002-235-01 Type: Late Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 48 To: Name: ROCK RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: CURB TO CURB, 20 FT BEHIND ALL CURBS NearSt: BOBBIE LN & BLUEBIRD HOLW Means of Excavation: BACKHOE, EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 10/31/2023 Depth of excavation: Site dimensions: Start Date and Time: 10/31/2023 07:00 Must Start By: 11/15/2023 ------------------------------------------------------------------------------ Contact Name: JOE OLORI Company: J FLETCHER CREAMER & SON INC Addrl: 101 E BROADWAY Addr2: City: HACKENSACK State: NJ Zip: 07601 Phone: 201-468-4800 Fax: Email:joseph.olori@jfcson.us Field Contact: JOE OLORI Alt Phone: 201-468-4800 Email: joseph.olori@jfcson.us Working for: VEOLIA WATER ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK 1 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Friday, October 27, 2023 7:16 AM To: Steven Fews Subject: Message from UDig NY ****UNMARKED-NOW DUE**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 10/27/2023 07:15 To: VIL RYE BROOK PRIMARY Transmitted: 10/27/2023 07:15 00001 Ticket: 10193-001-423-01 Type: UM-Now Due Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 48 To: Name: ROCK RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: BOTH SIDES OF THE ROAD TO THE FRONT OF THE HOUSE NearSt: BOBBIE LN Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 10/24/2023 Depth of excavation: Site dimensions: Start Date and Time: 10/24/2023 07:00 Must Start By: 11/07/2023 ------------------------------------------------------------------------------ Contact Name: JASON FIGUEROA Company: SUEZ WATER, WESTCHESTER Addrl: 2525 PALMER AVE Addr2: City: NEW ROCHELLE State: NY Zip: 10801 Phone: 914-632-6900 Fax: Email:jason.figueroa@suez.com Field Contact: JASON FIGUEROA Alt Phone: 914-632-6900 Email:jason.f"igueroa@suez.com Working for: ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK 1 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, October 26, 2023 3:37 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 10/26/2023 15:36 To: VIL RYE BROOK PRIMARY Transmitted: 10/26/2023 15:36 00004 Ticket: 10263-002-235-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 48 To: Name: ROCK RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: CURB TO CURB, 20 FT BEHIND ALL CURBS NearSt: BOBBIE LN & BLUEBIRD HOLW Means of Excavation: BACKHOE, EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 10/31/2023 Depth of excavation: Site dimensions: Start Date and Time: 10/31/2023 07:00 Must Start By: 11/15/2023 ------------------------------------------------------------------------------ Contact Name: JOE OLORI Company: J FLETCHER CREAMER & SON INC Addr1: 101 E BROADWAY Addr2: City: HACKENSACK State: NJ Zip: 07601 Phone: 201-468-4800 Fax: Email:joseph.olori@jfcson.us Field Contact: JOE OLORI Alt Phone: 201-468-4800 Email:Joseph.olori@jfcson.us Working for: VEOLIA WATER ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK 1 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, October 19, 2023 12:59 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 10/19/2023 12:58 To: VIL RYE BROOK PRIMARY Transmitted: 10/19/2023 12:58 00005 Ticket: 10193-001-423-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 48 To: Name: ROCK RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: BOTH SIDES OF THE ROAD TO THE FRONT OF THE HOUSE NearSt: BOBBIE LN Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 10/24/2023 Depth of excavation: Site dimensions: Start Date and Time: 10/24/2023 07:00 Must Start By: 11/07/2023 ------------------------------------------------------------------------------ Contact Name: JASON FIGUEROA Company: SUEZ WATER, WESTCHESTER Addrl: 2525 PALMER AVE Addr2: City: NEW ROCHELLE State: NY Zip: 10801 Phone: 914-632-6900 Fax: Email:jason.figueroa@suez.com Field Contact: JASON FIGUEROA Alt Phone: 914-632-6900 Email: jason.figueroa@suez.com Working for: ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK 1 Laura Petersen From: Mike Izzo Sent: Wednesday, November 9, 2022 3:58 PM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday, November 9, 2022 3:58:02 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 11/09/2022 15:56 To: VIL RYE BROOK PRIMARY Transmitted: 11/09/2022 15:58 00001 Ticket: 11092-002-060-00 Type Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 48 To: Name: ROCK RIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: REAR OF PROPERTY NearSt: BOBBIE LN & JACQUELINE LN Means of Excavation: HYDRAULIC EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: INSTALL POOL Estimated Work Complete Date: 11/15/2022 Depth of excavation: 0 FEET Site dimensions: Length 20 FEET Width 30 FEET Start Date and Time: 11/15/2022 07:00 Must Start By: 11/30/2022 ------------------------------------------------------------------------------ Contact Name: CHRIS OLSEN Company: EL WAGNER CO Addrl: 750 WORDIN AVE Addr2: City: BRIDGEPORT State: CT Zip: 06605 Phone: 203-943-3207 Fax: Email: colsen@wagnerswimmingpools.com Field Contact: CHRIS OLSEN Alt Phone: 203-943-3207 Email: colsen@wagnerswimmingpools.com 1 s a Working for: HOMEOWNER ------------------------------------------------------------------------------ Comments: POOL IS BUILT ON TOP OF HOUSE FOUNDATION WALLS, SO NOT REALLY AN IN-GROUND POOL. ALL DIGGING WOULD BE DONE BY HOUSE FOUNDATION WALL CONTRACTOR. ALL PUMPS INSIDE BASEMENT MECHANICAL ROOM. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Friday, November 4, 2022 1:54 PM To: Laura Petersen; Steven Fews; Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Friday, November 4, 2022 1:54:16 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 11/04/2022 13:53 To: VIL RYE BROOK PRIMARY Transmitted: 11/04/2022 13:54 00002 Ticket: 11042-001-312-00 Type: Regular Previous Ticket: 08122-000-755-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 48 To: Name: ROCK RIDGE DR Cross: From: To: Name Offset: ------------------------------------------------------------------------------ Locate: WORKING ENTIRE PROPERTY NearSt: BOBBIE LN & BLUEBIRD HOLW Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: DEMOLITION Estimated Work Complete Date: 11/09/2022 Depth of excavation: 8 FEET Site dimensions: Length 35 FEET Width 45 FEET Start Date and Time: 11/09/2022 07:00 Must Start By: 11/25/2022 ------------------------------------------------------------------------------ Contact Name: GESTHIMANI KOULOUKIS Company: GEOLIF LLC Addrl: 1 NIKKI DR Addr2: City: WHITE PLAINS State: NY Zip: 10605 Phone: 646-261-7166 Fax: Email: gessie@geolifllc.com Field Contact: GESTHIMANI KOULOUKIS Alt Phone: 646-261-7166 Email: gessie@geolifllc.com 1 Working for: GEOLIF ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 JOB NUMBER'.H O.1300]-T3 INLETPROTECTION WATER SERVICE CONN'EOMN w°PROPOSED CONDITIONS i -10 °,l-,, BROOK n ExncE oE- BROOK --- ---- - - - - ---- - ,�, I ¢�iv�9re9APfE\J91.£t! 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( I 15 A f138� �r en: LLj a w+r I Z i E-Etp 9T0 ElAW' 3 AN I- # _ RYE B.RCOK ENGINEERING CEPT r I 9M KING STREET _ I _ lain, �il4lKft c,m e°. ,po _ �--, _- __ I SYE BRO.DK,MY 10573 ' PHCfc(9'n,(998 3 Rh(9-i CONSTRUCTION SPECIFICATK)NS SR}NE NOT rev STONE - \ PERMITTED.USE GNLY CLEAN I SHED E?�� 21NCN DIAMETER 11 ® �0e REG19 1 T OS NAa-��E I i" I `v UTILITY POLE r• tgp� ,��.� 1 � - WALL ®WATER MANHOLE NICE /P �{ a�'°- al NCF,a� 0.4'W # OELENTaIC MAwipLE HYHgAvr 0.6'N %-TER VALVE OD�AAIN MaNMO-E �6AS VALVE MA I 1 ME-ECTRIC 30X t LICMT POLE M _P -__ I--- VIiRES O EXIS liv GRADE 1O TELE RANHOLE mz1 \ ® PRpaps n„RAnE ]4TREE sIIzE a r W TREE TO HE REM[VED EXISTING CONDITIONS Y 20' z r,. s`I IPE INVERT W ,em\ �LOOD131 ' Ny +aae,� dRpHONSE sLWERESEvanpN _._-_ _- �.._.. '�z wza V _ IvanLINE We ER AERVIR1 BROOK BROOK Yo 113S PROPOSES ' _ a� 1 t I'111F E10 - xi---_°• i SILT ENC.. > O 2 '� IY 9YEMP ECDNSTRl1L lUV FEn:,t \_ \ 1 �r M "y'I3 -POOL 11a 1 AREA WAY .2' '� l caS R C MUNiCPALCIY) EL 139 '� 11 I aaa —ate—ao sRsnlp HDPE czz MIN PATIO «Erv. AREA WAY I,3t.4 1 \�1, EL 139 1,Y1 o.� EL 1 BaG Y I sw wa _ O PROP'C12 sty, 1 IAPY 212022 PR oP GEN, EJc RESIDENCE a R No RATEDESc BY y.Zx FF=940 ° IlU REVISIOIvs STORMWATER POLLUTION PREVENTION AND EROSION CONTROL PLAN a ,.. in ` sUMP PUMP �9 PREPARED FOR:GESTiIMANI KOULOUKIS PROPERTY ADDRESS: 48 ROCK RIDGE DE y $ T945 — RYE BROOK,NY ff} Q eoacH \ ''v' 1 A.K.A.SECTION 2S-TAX BLOCK 1-LOT 17 5 x:r a o-a \ \ MR \ � 4C T aGFILE COPY---- Na..EE -- -- 134 GAORIEL E. SENOR PC, aF o IR ROCK RIDGE DRIVE m, MACADAM I' 18,max CURB °A "°"12'2022 Il° gl MN C ROCK RIDGE ®RIVE scale 1 =1®'scale 1 =20' m«n SHEET 1 OF 2 SHEETS WATERm« mn LINE -- -- —.. NOTE: POOL E UIPMENiT O OBE LOCATED C TEO INSIDE BASEMENT UTILITY ROOM. � JOB NUMBER:RO.13007-73 jfi CATCH BASIN ❑DRAIN INLET NOTES: 'QtUTILITv POLE - -'ON POST _ Locations,sites and descriptions of all utilities are based on .fye MIDRANT flacon plate data.Same i n It ds bfect W anoe scale andbametblame w4 WATER VALVE limitations.Exact location for existing senate ainsiallations may requlm verification by the respectve utility companies GAS VALVE (call 800-952-7962)and by excavation.The location,material and Size of existing underground improvements o LIGHT POLE oachments hereon are not certified underghoOrd routing -�TRAFFIC POLE annot be guaranteed. Exact connectons for existing BFIOOK ''" servloe nstalwtons may require verincatfon by Ibn or TELE.MANHOLE _ _ - __-- ___rn'IG` a� dye testing Suc h tests 001 be subject to eddifio I f based __ n time. Underground utilluee may net Aw ys follow a ®ELECTRIC BBX 2R,_- s -;,� —9. WETLANDS o/4 on line between surface appurtenances and should be WETLANDS`aa, — ar conflrmad by excavator and ma respective companies. ©SEWER MANHOLE _ n,� t78z \ / Pleese note that them are usually no utility company records of the location of on-site utintlas connections. ®WATER MANHOLE ELECTRIC MANHOLE _ a DRAIN MANHOLE -t3Co ®MANHOLE _ O MONITORING WELL 4Q1 VALVE "DI,\ t2se• W 14TREE SIZE I ( IQ i242.5 EXIST ELEV. I l\ 13tb ,3��\P 131.P \tus U / ,o +(24257 PROPT ELEV to {� z WALL O 1314TREE it32.3. �_1� JOQ ttLL!FENCEI �,. NCE N4"33' 104.74 \ 0.6N (TO ME REMOVED) �—— 46.96' Po wl TM'rq 1!:133.3 � 1325• t'51 �, 9J � spr14 IS Hi LOT 73 65,•za, o o ;s \ f2 ]U2 N',N(� 5 12&4 DO 99 7' 84.36' ` 8ti4 _1 q mo" LL FRAME__ ° D -2- — 1 DECK& Y STEP 1 J s ixai6 Z to z t3a5 ONE STORY 3 C °o zae N TOPOGRAPHIC MAP OF 1z.2' 4 Y FRAME ° \`IOZ_ n LOT No.73 34.3 349 DWELLING A �a1QF-- 3 O AS SHOWN ON A CERTAIN MAP ENTITLED ,3s.a w N0.48 ,33, SECTION 4 MAP OF z Q . RICH MANOR m 12 N ,34s ser ( ,sae LOCATED IN THE �m N a ,i PORCH N 23, TOWN OF RYE r.-I 'UN t34T ) WESTCHESTER COUNTY,NEW YORK - I.-13s.s PLAT& z ni Q 33a p STEPS I f I D�L�L9 II L Q ro <� ataaT O�t3a.a(ih AP ( 3to02 IIIJIr�IISII ' 13s 3.�.2 �. 1 "'7 VILLAGE OF RYE BROOK o BUILDING DEPARTMENT -132- t3s.3 � t33,7• 13.3• NOTE:CONTOUR ELEVATIONS AREIN NAVE)88 DATUM. mm H2O L=10000,A=Z02A q 2 �'v,33w own pp:,_F i34.e 40, 339, 1- '/�VT(M1�In'� dI$�'�,i� �1, ]�1,�, R I�-�} ss{MACADAM 13'� 134:6 CURB i 'g tt3 taste 133. 133i V,IABRIEL L, SLNI�1N9 1 a Ce ROCKROC RIDGE DRIVE 'm� CONSULTING ENGINEER oLAND SURVEYORS l� .35.a m+?as' "',�a5. O 90 NORTH CENTRAL AVE..HARTSDALE,NEW YORK,10530 t34,3 (914)422-0070 FAX 422-MIV WATER LINE 1 SCALE:1°=20' l�l YrEYJ4__ DATE:FEBRUARY 17,2021 .xP�81 s,S Eof; DRAWN BY: CHECKED BY: MON. ES. m � 9 nap ¢ GABRIELE.SENOR,P.C. a0.o w2 Engineer&Surveyor LAND T" P\DWG3rewingf,ROM\0.0,30VIAwa.3/31R3216A1:tO PN1,\\serveAOce PlaWare 390 WPD2 OWNER: GESTHIMANI KOULOUKIS 48 ROCK RIDGE DRIVE r RYE BROOK NY 10573 T.(646) 66 E-MAIL: 1 \ GESSIE@GEOLIFLLC.COM CIVIL ENGINEER: GABRIEL E.SENOR,P-C. 90 NORTH CENTRAL AVENUE HARTSDALE,NY 10530 T.914.422-0070 iLl E-MAIL: EILEEN@GESENOR.COM GENERAL CONTRACTOR: a I zb A i , ! 1 I i 0'-2' IL �d d Z � O� o COD .-.v- •l - lL H r, ico & q 0 TYPE=A,FASCIA INp o 0 POOI.Fq_0" UNTED GLASSRAILINGz z EN r TYP` GA CE E D G -- -- i f3, ATE MOUNTS LASS I SRPl�1NG o o H RN I, G1Ps >>D I I r j G p rn ro Y TYP PSCIP 0\03 1 00 y MOUNT FASCIA S IPE P F G�SS Rp'1UNG �"- RAILING SS >w 11 N.TEo" TYPE;A, E F A PPSCIP I MOUN ASCf E M T pU A P i 5P D � SC G GLASS PP �1N RqI N N: E P Rpd LING TYPA G (YP SS .I y __ MOUNTip�ASCIAS E LA G� o cl RAIL S 0 0 'I o It ISOMETRIC @ FASCIA MOUNTED GLASS RAILING&DECK MOUNTED GLASS PROJECT DESIGNER: 5 RAILING — Milo1 Shala M Snaie,Pnriwoal 15'-71/2" Z TYPE'A'FASCIA MOUNTED GLASS RAILING m 3.0'H.RAILING 3 0 H.RAILING rn ._ sTao A,T 9 a 7614 F.474V 1M�aTt T.9 T 710,1 4 F.3<).ZT.2 92 W arnaier,�a ou elu.mrii tsl ptanWo.mm i z Z o r> k I 4¢ I I¢ R'o E1a 2 NO-RER—E RN ° oF.w Q J 91 coHomonsws sq'r a crV - z QCT 5 2 Q "L E GIROC°rAnLr r*I ocw+ r IF ERsA°ME aOW OPEN BELOW TO WINDOW WELL EE NOore Y_0T N°RTH " AL ERMaS23-31/2 Q Q Z Ln LLcl nOI GPEA'FASCIAMOUNTED GLASS RALIN 4z_—".__ REW T PROPOSED 14'X18' 30H.RAILING P c Z IN-GROUND GUNNITE POOL !o - o p g PERGOLA T.B.D.BY OWNER(TYP.) 1 -0 3 DA r N OUTI c rn J I BUILDING DEPARTMENT y , m l Iw, I DOOR �¢ w°J 4 wl n w Z 5 w ...._... v v, NI�I (() I�IIII)(Y"E DRIVE 0 p 1 i m O OJ .I �ll R()(� o �� Z NG;4ELIV x x � a a o DIINI I G s O o Q CK q ¢m o RYE +e o B� 0 1=1 Y 4 I ( w?OPEN BELOW TO AREAWAY IiYL I;Ii00I�1\�I(�e) e� t SE I� 4,—7:, 4:7 4 7-- 1 0'4'-7 y 4'7" 0'2" l l ` a q V LL 0 13'-11 1/2 �()`T��R�I(I�7�1(.rI1I()�.��� `'k. - ALL ELE_CTRICA_L OUTLETS DECK SHALL E GFI LOCATION T.B ID.BY OWNER _ `' � `' - _ __ _ — _(TYP-) a L BLOCK I LOT 17 a TYPE W FASCIA MOUNTED GLASS RAILING v w a- T T T- — 7 T a 0 v v POOL ALARM @ 3 DOORS 3'-0"H.RAILING p POOL DECK PLAN % u l W u .'. I�w a ELEXI )NS♦L DETAILS & 'T'It I „ C' 3 �'' DATE:08115/2022 PROJECT NO.:2022.03- x ¢ a>I -- _ - - b� DRAWN BY:MS CHECKED BY:ES GREAT ROOM DINING ROOM °eae:y - - - 'E a" DRAWING NO: FIRST FLOOR ENLARGED POOL DECK 12 1' `;@ FASCIA MOUNTED GLASS RAILING J.e.) > 29.0 SF ___- 228 SF 435 SF- - -.- DECK MOUNTED GLASS RAILING_ s 1/41,=1'-0" OWNER: GESTHIMANI KOULOUKIS SEE FASTENER SHEET 48 ROCK RIDGE DRIVE FOR FASTENER LISTINGS RYE BROOK NY 10573 0'-4" T.(646)261-7166 E-MAIL: GESSIE@GEOLIFLLC.COM POST DIMENSIONS o A. 4$" 0'-0 1/2" p_3 0'-0 1/2" // CIVIL ENGINEER: B. 1 1r4" GABRIEL E.SENOR,P.C. 90 NORTH CENTRAL AVENUE FASCIA BASE PLATE DIMENSIONS /� HARTSDALE,NY 10530 a. 5„ // T.914.422.0070 E-MAIL: b. 3 1/2" e c. 314" / EILEEN GESENOR,COM 4 / d. - e, 07/16" z // // GENERAL CONTRACTOR: f. R114^„ A nr s 1 ee- _ (D / q 42"HIGH 3/8"TEMPERED GLASS POST (1.72"POST SHOWN,BUT OTHER W co POST MATERAIL CAN BE USED) 1/4"WELD BEAD ALONG �/ 0 Q O CONNECTING EDGES // o o a m BUJ N W FIRST FLOOR_�] ° 140'-0"u w co 'a co —I APPLY NP1 URETHANTE 1" 1'-2" o SEALANT TO THE Z 0 THREAQS,SCREW ww HOLES,AND w w N N o 0 PREDRILLED HOLES 0 w a z_z O I— O NI o - ❑�H W00 J J rn o cO 00 �i e w w k 9 �2 x w _ x POOL WATER MAX.HEIGHT d APPLICABLE FASTENER o BASE PLATE GASKET ° 0'-2 aY 0 10 0 0 •py 1Y J kF ; ('' 'a1 (FOR TREATED WOOD AND b CONCRETE APPLICATION ONLY) 3 LL � SHOULDER WASHER \ i ." 1e6 e SHOULDER WASHER:THESE ARE PUT INTO THE BASE PLATE MOUNTING HOLES TO PREVENT THE STAINLESS 2"STONE VENEER 1 ` ., 10"CONCRETE WALL O, o s �\ STEEL SCREW FROM MARKING THE PAINT OR COMING IN CONTACT WITH THE ALUMINUM BASE PLATE, WHICH COULD CAUSE ELECTROLYSIS.THESE CAN BE PURCHASED FROM THE RAILING MANUFACTURER. \\ n. < NEOPRENE GASKET:THESE ARE USED FOR TREATED WOOD AND CONCRETE APPLICATIONS.THE NEOPRENE GASKET IS PLACED BETWEEN THE POST BASE PLATE AND SUBSTRATE,THIS WILL HELP PREVENT a CORROSION CAUSED BY THE ACIDIC REACTION BETWEEN THE ALUMINUM AND THE TREATED WOOD OR \ CONCRETE.THESE CAN BE PURCHASED FROM THE RAILING MANUFACTURER. \ ya r x� \\ PROJECT DESIGNER: ai•^,8,�, y, .x� NPI URETHANE SEALANT:THIS SEALANT IS PLACED IN ALL SCREW CHASES,PREDRILLED HOLES,AND TO \ - ,r Mllo't Shah ALL SCREW THREADS WHEN INSTALLING.THE SEALANT WILL PREVENT LEAKS IN THE BUILDING STRUCTURE, - AND CREATE A BARRIER BETWEEN THE DIFFERENT METALS IN THE RAILING,WHICH REDUCES THE CHANCE -'- OF ELECTROLYSIS OR CORROSION.THIS TYPE OF SEALANT IS USED INSTEAD OF SILICONE BECAUSE THERE ARE SOLVENTS WITHIN SILICONE THAT WILL ALSO DISSOLVE OR CORRODE THE SCREWS AND ALUMINUM RAILING OVER TIME,THIS SEALANT CAN BE PURCHASED AT MOST HARDWARE STORES. \ t I1. 2132 Y L>ll xB>7 of 4i117 27 2 - • '-..� �. � i \ f..mibbnala.�a{aaamsJS>ShoM.ccm m t J o w \ e - w SEE FASTENER SHEET 3 iJ2 / \\a PROPOSED 14'X18' I ns B FOR FASTENER LISTINGS IN-GROUND GUNNITE POOL u i _E1 ER ;g fii \ U "E 17 K f > NORTHAR m aE.\\\' ° C, e�[�ao rs4InLA uC.aoa2 y I POST DIMENSIONS \ 1 ic9' - -, � A, 48" IS , r [DA7 e 0 s FASCIA BASE PLATE DIMENSIONS ° e s OCT-5 2022 I a. 5" c. 3/4" \ )�J )1 I�TY�y 10573 8 d. 2 718" A a o \ 11l Ii��Ilt/t�I1 1\l� °.. ZONE,1 1 . 0. BLOCH 1 LOT 17 RAILI\Tti D1'TAILS ? T SEAL&SIGNATURE F *•; .; DATE:08/15/2022 9 -- - STANDARD PROJECTN0,:2022.03 DRAWN BY:MS CUSTOM SLOP ILDE 6 CHE B�A� CKED BY'ES - V INSIDE D B ING SHED GOM U .1 ?r A DRAWING N0: FINI w t t4 far'ye CUSTOM OUTSIDE ` P o SECTION DECK R @ AILING LEFT RIGHT 1 3_1'-0" SECTION 05520 1 SECTION 05 52 00 PART 2 PRODUCTS SEE FASTENER SHEET HANDRAILS AND RAILINGS/METAL RAILINGS 1 PIPE AND TUBE RAILINGS!ALUMINUM RAILINGS 2.1 MANUFACTURERS FOR FASTENER LISTINGS a 1722 IRON STREET. B. SUBSTITUTIONS:NOT PERMITTED. OWNER: NORTH KANSAS CITY,MO 64116. C. REQUESTS FOR SUBSTITUTIONS WILL BE CONSIDERED IN ACCORDANCE WITH PROVISIONS OF SECTION 01 60 00-PRODUCT REQUIREMENTS. TOLL FREE:800-338-3568. 2.2 HANDRAILS AND RAILINGS 6.CAPPFPUP GESTHIMANI KOULOUKIS U PHONE:816421-5830 A. GENERAL:PROVIDE PRODUCTS FREE FROM SURFACE BLEMISHES WHERE EXPOSED TO VIEW IN THE FINISHED INSTALLATION, 48 ROCK RIDGE DRIVE B FAX:816 421-2924 B. ALUMINUM HANDRAIL AND RAILING SYSTEMS:EXCELL RAILING SYSTEMS. Install pressure fitted Cap RYE BROOK NY 10573 a_ EMAIL: 1. DESIGN:COMPONENT PICKET SYSTEM. T.646 261-7166 WEB:WWW.DURADEK.COM. 2. DESIGN:COMPONENT GLASS SYSTEM. DEKlDURARAIL CANADA LTD.: 3. DESIGN:WELDED PICKET SYSTEM, E-MAIL: DURA 8288 DIEKI STREET. 4. DESIGN:TOPLESS GLASS MIRAGE POST SYSTEM. Top Of Post GESSIE@GEOLIFLLC.COM 5. DESIGN:TOPLESS GLASS PUP POST SYSTEM. SURREY,BC V3W I CANADA. 6. DESIGN:CABLE RAILING. TOLL FREE:866-591-5594. 7. DESIGN: CIVIL ENGINEER: PHONE:604-591.5594 5.Glass FAX:604 591-3100. B. COLOR:WHITE. GABRIEL E.SENOR,P.C. EMAIL:DURADEK@DURADEK.COM. 9. COLOR:TEXTURED WHITE. Insert glass With 3/4"(Max.)embed BILL OF MATERIALS 90 NORTH CENTRAL AVENUE WEB:WWW.DURADEK.COM. 10. COLOR:BLACK. HARTS DALE,NY 10530 PART 1 GENERAL 11. COLOR:TEXTURED BLACK 1. Base Plate 1.1 SECTION INCLUDES 12. COLOR:RIDEAU BROWN. A. ALUMINUM HANDRAILS,GUARDRAILS,AND RAILING SYSTEMS,INCLUDING CONNECTORS,FASTENERS,AND REQUIRED ACCESSORIES INCLUDING THE FOLLOWING TYPES 13, COLOR:TEXTURED RIDEAU BROWN. 2. Spacer 4-4 L:70 AND APPLICATIONS: E-MAIL: 1. GLASS BALUSTER RAILING SYSTEM. 15, COLOR:BEIGE. 3. Setting serf 15. COLOR:QUARTZ GREY. 4. Glass Insert EILEEN@GESENOR.COM 2. GLASS PANEL RAILING SYSTEM. 1. COLOR:GREY. 4. ORNAMENTAL WELDED ALUMINUM RAILING SYSTEM. 17. 6. Pressure Fitted Post Cap GENERAL CONTRACTOR: COLOR:TEXTURED GREY. 5. etnpered Glass 3. TOPLESS GLASS PANEL RAILING SYSTEM. 5. ORNAMENTAL COMPONENT ALUMINUM RAILING SYSTEM. 1. COLOR:SANDALWOOD. 19. COLOR:OYSTER GREY. 4.Glass Insert 6. PRE-ASSEMBLED ALUMINUM AND STAINLESS-STEEL RAILING SYSTEM(CABLE RAILING) 20. COLOR:PREMIUM WOOD GRAIN FINISH,COLOR AS SELECTED BY THE ARCHITECT. Slide in from top of pest 7. HANDRAIL SYSTEM. 21. COLOR:PREMIUM WOOD GRAIN FINISH,COLOR- 8, FENCING SYSTEM. 22. COLOR:CUSTOM: 9. GATES. 2.3 COMPONENTS 10. PRIVACY SCREENS. A. GENERAL:PROVIDE ALL ALUMINUM COMPONENTS OF SAME ALLOY. 11, WIND SCREENS. B. POSTS:ALUMINUM,SIZES INDICATED ON THE DRAWINGS;WELDED BASES. 1.2 RELATED SECTIONS C. RAILS:ALUMINUM,SIZES INDICATED ON APPROVED SHOP DRAWINGS. A. SECTION 03 30 DO-CAST-IN-PLACE CONCRETE. 1. TOP RAILS CONTINUOUS OVER POSTS, B. SECTION 05 51 33-METAL LADDERS. a. PROFILE:ROUND. C. SECTION 05 73 13-GLAZED DECORATIVE METAL RAILINGS. D. SECTION 05 7100-DECORATIVE METAL STAIRS. C. PROFILE:SQUARE. C. PROFILE:PORT ROYAL, 3.Setting BI4ClC E. SECTION 06 20 00-FINISH CARPENTRY. d. PROFILE:HERITAGE. F. SECTION 06 43 13-WOOD STAIRS. Insert from top Of post Or G. SECTION EXECUTION REQUIREMENTS FOR PLACEMENT OF ANCHORS SPECIFIED IN THIS SECTION IN WALL CONSTRUCTION. e. PROFILE:PUP-NO TOP RAIL. f. PROFILE:CABLE RAILING WITH from face of opening at an angle 1.3 DESIGN!PERFORMANCE REQUIREMENTS PROFILE: A. STRUCTURAL PERFORMANCE:ENGINEER,FABRICATE,AND INSTALL HANDRAILS,GUARDRAILS,AND RAILING SYSTEMS TO WITHSTAND THE STRUCTURAL LOADING 9' REQUIRED BY APPLICABLE CODES. Z.Spacer Setting level of glass 1.4 SUBMITTALS 2. BOTTOM RAIL PROFILES:UNSPLICED LENGTHS BETWEEN POSTS, a. PROFILE.WELDED PICKET, Slide In from top Of post A, SUBMIT UNDER PROVISIONS OF SECTION 01 3000-ADMINISTRATIVE REQUIREMENTS. B. PRODUCT DATA:MANUFACTURER'S DATA SHEETS ON EACH PRODUCT TO BE USED,INCLUDING: C. PROFILE.COMPONENT GLASS. C. PROFILE:FENCE BOTTOM SLEEVE. 1•BaSeplate 11110 1. PREPARATION INSTRUCTIONS AND RECOMMENDATIONS. d. PROFILE:GLAZING CHANNEL. u 2. STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS. e. PROFILE', Attach 4 X 4"x 3/H""Baseplate 3. INSTALLATION METHODS, 1. HEIGHT:36 INCHES. to structure C. SHOP DRAWINGS: 2. HEIGHT:42 INCHES. 1 SHOW COMPLETE LAYOUT;PLAN VIEWS,ELEVATIONS,CONNECTIONS,DETAILS FOR FABRICATION AND ATTACHMENT TO OTHER ELEMENTS,AND OTHER 3. LENGTH:6 FEET, I INSTALLATION DETAILS. 4. LENGTH:8 FEET. 2. INCLUDE SEALED DRAWINGS BY THE REGISTERED ENGINEER RESPONSIBLE FOR STRUCTURAL DESIGN OF SYSTEM. 5. LENGTH:10 FEET. D. SELECTION SAMPLES:FOR EACH FINISH PRODUCT SPECIFIED,TWO COMPLETE SETS OF COLOR CHIPS REPRESENTING MANUFACTURER'S FULL RANGE OF AVAILABLE F. CABLE AND HARDWARE:1/8 INCH,TYPE 316 STAINLESS STEEL CABLE AND FITTINGS. F= COLORS AND PATTERNS. G. PANELS:1/4 INCH(6 MM)TEMPERED GLASS. PSTPUP40(wrface) E. VERIFICATION SAMPLES:FOR EACH FINISH PRODUCT SPECIFIED,TWO SAMPLES,MINIMUM SIZE 6 INCHES(150 MM)SQUARE,REPRESENTING ACTUAL PRODUCT,COLOR,AND 1. CLEAR, PSTPUPIN 48"inline fascia a co Z PATTERNS. 2. TINTED. PSTPUPLT(48"LT fascia) O¢'O' F. MANUFACTURER'S CERTIFICATES:CERTIFY PRODUCTS MEET OR EXCEED SPECIFIED REQUIREMENTS, 2.4 ACCESSORLES PSTPUPRT//48 RT fascia GLASS INSERT Z O G. CLOSEOUT SUBMITTALS:PROVIDE MANUFACTURER'S MAINTENANCE INSTRUCTIONS THAT INCLUDE RECOMMENDATIONS FOR PERIODIC CLEANING AND MAINTENANCE OF a____.__.._t4__�_._____.i_ p A. SCREWS:COLOR MATCHED,STAINLESS STEEL {for lOmm glass) ALL RAILING COMPONENTS B. SCREWS:COLOR MATCHED,CADMIUM PLATED. INSPUP48 Uj v. 1.5 QUALITYASSURANCE C. ANCHORS AND INSERTS:AS REQUIRED TO SUPPORT WORK SPECIFIED,IN ACCORD WITH APPROVED SHOP DRAWINGS. on y' A. MANUFACTURER QUALIFICATIONS:COMPANY SPECIALIZING IN PROVIDING PRODUCTS OF THE TYPE SPECIFIED IN THIS SECTION,WITH MINIMUM OF 15 YEARS DOCUMENTED D. FITTINGS AND FASTENERS:SAME BASIC MATERIAL AS PARTS BEING JOINED,UNLESS OTHERWISE INDICATED.DO NOT USE METALS CORROSIVE OR INCOMPATIBLE WITH CAP SCREW:5CCW8114 25 BNSPUP 120 o C WO EXPERIENCE WITH PRODUCTS IN USE. MATERIALS BEING FASTENED. LL w B. INSTALLER QUALIFICATIONS:COMPANY SPECIALIZING IN INSTALLING PRODUCTS OF THE TYPE SPECIFIED, 2.5 FABRLCATLON 1.6 DELIVERY,STORAGE,AND HANDLING A. FABRICATE HANDRAILS AND RAILING SYSTEMS TO COMPLY WITH MANUFACTURER'S PRINTED REQUIREMENTS,PROJECT DESIGN REQUIREMENTS,DETAILS, Le A. DELIVER HANDRAILS,GUARDRAILS,RAILING SYSTEMS,AND RELATED COMPONENTS IN PROTECTIVE PACKAGING. DIMENSIONS,FINISH AND MEMBER SIZES,INCLUDING POST SPACING AND ANCHORAGE,BUT NOT LESS THAN THE STRUCTURAL REQUIREMENTS TO SUPPORT LOADING. B. STORE COMPONENTS TO AVOID DAMAGE FROM ABRASION AND OTHER CONSTRUCTION ACTIVITIES. B. CLEARLY MARK COMPONENT UNITS FOR SITE ASSEMBLY AND INSTALLATION. CORNER 1.7 SEQUENCING C. USE CONNECTIONS THAT MAINTAIN STRUCTURAL CAPACITY OF JOINED MEMBERS. CAP A. ENSURE THAT LOCATING TEMPLATES AND OTHER INFORMATION REQUIRED FOR INSTALLATION OF PRODUCTS OF THIS SECTION ARE FURNISHED TO AFFECTED TRADES IN 2.6 FINISH �F TIME TO PREVENT INTERRUPTION OF CONSTRUCTION PROGRESS. A. POWDER COATED FINISH:FACTORY ELECTROSTATICALLY-APPLIED,COLOR AS SPECIFIED. Ud a 1.8 PROJECT CONDITIONS B. PREMIUM WOOD FINISH:FACTORY APPLIED,COLOR AS SPECIFIED.CONFORMS TO AAMA 2604. ❑o A. MAINTAIN ENVIRONMENTAL CONDITIONS(TEMPERATURE,HUMIDITY,AND VENTILATION)WITHIN LIMITS RECOMMENDED BY MANUFACTURER FOR OPTIMUM RESULTS.DO PART 3 EXECUTION NOT INSTALL PRODUCTS UNDER ENVIRONMENTAL CONDITIONS OUTSIDE MANUFACTURER'S RECOMMENDED LIMITS. 3.1 EXAMINATION 1.9 WARRANTY A. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. o o OI A. MANUFACTURER'S LIMITED 20-YEAR RESIDENTIAL WARRANTY:PROVIDE MANUFACTURER'S STANDARD RESIDENTIAL LIMITED WARRANTY FOR DEFECTS IN THE STRUCTURE B IF SUBSTRATE PREPARATION IS THE RESPONSIBILITY OF ANOTHER INSTALLER,NOTIFY ARCHITECT OF UNSATISFACTORY PREPARATION BEFORE PROCEEDING. AND WELD FOR 20 YEARS;AND PROTECTION AGAINST CRACKING,PEELING,FLAKING OR BLISTERING FOR 5 YEARS. 3.2 PREPARATION C CAP ® m ml U B. MANUFACTURER'S LIMITED 20-YEAR COMMERCIAL WARRANTY:PROVIDE MANUFACTURER'S STANDARD COMMERCIAL LIMITED WARRANTY FOR DEFECTS IN THE STRUCTURE A. PREPARE SURROUNDING CONSTRUCTION TO RECEIVE RAILING SYSTEM INSTALLATIONS TO COMPLY WITH MANUFACTURER'S REQUIREMENTS. O AND WELD FOR 20 YEARS,AND PROTECTION AGAINST CRACKING,PEELING,FLAKING OR BLISTERING TO BE DETERMINED PER PROJECT. B. REVIEW AND COORDINATE SETTING DRAWINGS,SHOP DRAWINGS,TEMPLATES,AND INSTRUCTIONS FOR ASSEMBLY AND INSTALLATION OF RAILING SYSTEM AND RELATED ITEMS TO BE EMBEDDED IN CONCRETE AND MASONRY. 03 LU 3.3 INSTALLATION A. INSTALL,RAILING SYSTEM AND RELATED COMPONENTS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND APPROVED PUP Setting Block PROJECT SHOP DRAWINGS. INLINE B. PREASSEMBLE RAILING SYSTEM,INCLUDING POSTS,PICKETS,AND PANELS WHERE SHOWN,IN EASY TO LIFT SECTIONS WHENEVER POSSIBLE. ® PUPSETBLOCK(bag10 1. ALIGN RAILS SO THAT VARIATIONS FROM LEVEL FOR HORIZONTAL MEMBERS,AND FROM PARALLEL WITH RAKE OF STEPS AND RAMPS FOR SLOPING MEMBERS, CAP 04 04 DO NOT EXCEED 1/4 INCH IN 12 FEET(6 MM IN 3.65 M). N N al 2. SEPARATE ALUMINUM FROM BUILDING MATERIALS WHERE ELECTROLYTIC ACTION MAY OCCUR BY MEANS OF ASPHALTIC PAINT OR OTHER APPROVED METHOD. C. ADJUST„LEVEL,AND SECURELY INSTALL RAILING SYSTEM COMPONENTS. m m D. INSTALL BOTTOM RAILS IN UNSPLICED LENGTHS BETWEEN POSTS. a o E. INSTALL POSTS OF CONTINUOUS SECTIONS FROM MOUNTING BASE TO TOP RAIL. - 3.4 CLEANING A. IMMEDIATELY UPON COMPLETION OF INSTALLATION,CLEAN ALL RAILING SYSTEM SURFACES USING CLEAN WATER AND MILD SOAP OR DETERGENT. BLANK Z B. DO NOT USE ABRASIVE AGENT OR HARSH CHEMICALS. CAP 3.5 PROTECTION A. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B. TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION, ALUMINUM SPACER SPAPUP3(surface) SPAPUP IO(fascia) PROJECT DESIGNER: Air,I;et Miloi Shale TEE CAP SPAPUP48 both) (custom) SPAPUP96 full length)] marahama t 57eetl,rptcn A,,bu Ilan a oa;e NY 10471 #14x3'Pan Head ♦Fasten post to wood deck =- - 1.917.710 7514 F.347427 2m a2 Stainless Steel Screw e Can be ordered painted or mill finish s.mu°wear°�5°'°°m,aemlef°.am�wnwmm,w�nna.cem MFSCSSP143 J5J . o m ♦Fasten post to wood deck lc.a u;a or.oi""m u m a14x2'Pan Head a�aaoromrroFA'rrzFlcr Stainless Steel Screw �. �'' u aieurs�FcaMyo s7°Aar�-OR i Can be ordered painted or mil!finish = _ - T saw_u."'vs oF'1M" MFSCSSR142 °0G a'a;rr`o�oao�HsttO B 1 B/B"POST 1,72"POST 2 112"POST Ea&o eww orrwsooa"eM m 1/4.-204"Flat Head ♦Fasten post base plate to 1.72"post material C1,5°sTMTgTm 0 PhiliipsDriveCuttingScrew WALL THICKNESS:0.070" WALL THICKNESS:0.156" WALL THICKNESS:0.075" S Mill finish only ALLOY:6005A-T61 ALLOY:6005A-T61 ALLOY:6063-TS �1 Tww�z- IIPIMa MFSCFH252 _rIll I NORTH #12x3"Pan Headn-Steel screw Ci. I-SBAA,LLG2- sla •Fasten 1.6'inside wall mount to wall ATELIER M ,rmnmanmmuuazwroaumlw Miff finish only MFSCSSP123 p12x2'Flat Head ♦Fasten post base plate to 1 518"or 2 112"post material lat Head REV Stainless steel Screw Po MFSCD rW 122 PL,q x12x1/2F Pan Head ♦Fasten wall plate to wood o post material - r OCT _5 2022 o Mill finish only MFSCOTW742 I., Stainless Steel Screw l D/'4T-�/. m Can be ordered painted or milt finish MFSCSSP12112 m 412x 1'Pan Head ♦Fasten post mount to for J(LPR over 21I2"posit Stainless Steel Screw P P� p 41110, 7. 1: Mill finish only MFSCSSP12100 ` 7 7 z700 V2' B I.BROOK DTI♦105�ei 8 Stainless Steel Screw ♦Fasten inside top rail sleeve MFSCSSPI0112 '-d._ - ' , , tr MY finish only MFSCSSP10212 3"POST 4"POST 6"POST /.0\Tl.11-10 SL(;1I0\T�1j a12x1•T6K WALL THICKNESS:0.125" WALL THICKNESS:0.120" WALL THICKNESS:C.25" BLOCK 1 LOT 1 e seinleea5teelscew MFSCSSP12100 ALLOY:6061-T6511 ALLOY:6061-T6 ALLOY:6061-T6 •lexl 112°Pan Head weir ♦Fastenreceiver clipto post 1 " #8 Head Stainless Steel Screw ♦Fasten receiver channel or post mount plate RAILING 1)1.TAILS d SPECI11ICA to top or post r 1 1 IONS Mill finish only MFSCSSP101128 Stainless t el s ♦Secure top sleeve post mount to post ♦Secure post mount p ate to top rail % r+ '~ DATE:08/15/2022 o Stainlesc Steel Screw 4®r ` PROJECT ND.:2022.03 ♦Fasten wall mount to post ♦Secure top sleeves to top rail ♦Secure bottom wall mounl to bottom rail ♦Fasten gate hinges to post w p o MFSCSSPI034 Can be ordered anted r mill finish DRAWN BY'.MS 7 BASE PLATE FOR BASE PLATE FOR r I CHECKED BY:ES 3 rF10x3f4"Fiat Head ♦Fasten 1 5/8"or 1.72"post caps ,q 5 With �Ga DRAWING NO'. Cad Plated Screw Miff finish only MFSCCDUC10347 ,.a%' a 1 5/8"OR 1.72"POST 2 1/2"POST 76g'r b ar LENGTH:4' LENGTH:4" p B8xl 1/4"Flat Head *Fasten ♦PUPCap x Black or White)ce to to rail 1�,'•t'.`� Cad Plated screw P P WIDTH: WIDTH:4" l_ l BASE PLATE FOR HEIGHT:1!4"or 3/8" HEIGHT:1/4"or 318" _ w 1 516"OR 1.72"POST M Mill finish only MFSCCW8114 LENGTH:6" ALLOY:6069-T6 AILOY:6061-T6 Gate 161 Screw Package •Secure 2x Female gate hinges together as a door pin WIDTH:4" HEIGHT:IW Mill finish only MFSCGKSP ALLOY:6061-T6 LAND SURVEYOR PROJECT ENGINEER: OWNER: GESTHIMANI KOULOUKIS 48 ROCK RIDGE DRIVE RYE BROOK NY 10573 T.(646) 261-7166 E.GESSIE@GEOLIFLLC.COM a. GABRIEL E. SENOR, P.C. 90 NORTH CENTRAL AVENUE ISSUE DATE:08/15/2022 HARTSDALE, NY 10530 T.914.422.0070 48 ROCK RID E DRIVE RYE BROOK NY 057 E-MAIL: EILEEN@GABRIELESENORPC.COM GENERAL CONTRACTOR: ONE Rm 0 ECTION 2 BLOCK LOT 7 ISSUE FOR BUILDING PERMIT FILE COPY FILF CO- PY ARCHITECTURAL DRAWING UST NUMBER DRAWING NAME ISSUE DATE .A-0.0.0 SITE PLAN ZONING ANALYSIS 08/15/2022 r A-0.0.0 CODE COMPLIANCE TABULATIONS 08/15/2022 Y A 0.1.0 ISOMETRIC VIEWS 08/15/2022 A-0.8.0 CODE COMPLIANCE TABULATIONS PAGE'A' 08/15/2022 A-0.9.0 CODE COMPLIANCE TABULATIONS PAGE'B' 08/15/2022 "✓ A-0.10.0 GENERALNOTES 08/15/2022 A-0.11.0 EXTERIOR FINISH MATERIALS 08/10/2020 A-0.12.0 ABBREVIATIONS AND GRAPHIC LEGEND 08/15/2022 A 1.0.0 BASEMENT PLAN 08/15/2022 A-1.1.0 FIRST FLOOR 08/15/2022 A-1.2.0 SECOND FLOOR 08/15/2022 A-1.3.0 ROOF PLAN 08/15/2022 _ A-1.4.0 ROOF DETAILS 08/15/2022 A 2.0.0 BASEMENT/FOUNDATIONS 08/15/2022 A ~ A-2.1.0 FIRST FLOOR FRAMING PLAN 08/15/20222 ccA 2.2.0 SECOND FLOOR FRAMING PLAN 08/15/2022 '� AfiD a a A-3.0.0 BUILDING ELEVATIONS 08/15/2022 FERMI A-3.2.0 BUILDING ELEVATIONS 08/15/2022 t L 2-- 0 20 , A-4.0.0 BUILDING SECTIONS 08/15/2022 w�w��w w��w w w�w�r w�,,,,,,�w w ��w w��w w w�w w w��r�r A-4.2.0 BUILDING SECTIONS 08/15/2022 OCT A-4.3.0 WALL SECTIONS 08/15/2022 �A n. p E A-5.0.0 FOUNDATION&STEEL DETAILS 08/15/2022 A-5.1.0 WOOD FRAME DETAILS 08/15/2022 a1 AUG 6 2022 o A 5.2.0 WOOD&STEEL FRAMING DETAILS 08/15/2022 oa � a a A-6.0.0 BASEMENT FIRST SECOND CEILING PLANS 08/15/2022 I o b 6 ' NY A 7.0.0 PLUMBING RISER&BATHROOM DETAILS 08/15/2022 sVIL'dIN 1NSPkc,.i o S " 0: `°'M _z VILLAGE OF RYE BROOD o A-8.0.0 WINDOW&DOOR TYPES&SCHEDULE 08/15/2022 `q W _ BUILDING D E PART M E N1 Y A-9.1.0 ENLARGED INTERIOR.0 ENLARGED I STAR PLANS&DTCHEN PLAN& IEETAILS 08/15/2ONS 2022 THIS BUIMING MUST BE POSTED 022 $ REAR YARD && I Ir a co A-9.2.0 INTERIOR FIREPLACE DETAILS 08/15/2022 PERMANENT CONSTRUCTIONww "D a o Grand total:30 , ,tea aw mez)( :Y, � � cm--"A w"'z=5 Caw 'm cr cr - ' TYPE IDENT��R I 10o FOOT WETLAND BUFFER POOL 271.71 SF 100 FOOT WETLAND BUFFER •��"' ar� 4040040 �ft� • ��w� ram• � mom CONCRETE RETAINING WALLS'B'27 99 SF , ,I \ o STAIR'A'48.19 SF DISTANCE FROM PROPERTY LINE §250-22 R-10 ONE-FAMILY RESIDENTIAL DISTRICT. I �...• •. PROPOSED 14'X18' —_ 5--2-4'-0' 27'-9" [AMENDED 1-9-1995 BY L.L.NO.1-1995;3-24-1998 BY L.L.NO,2-1998;8-26-2003 BY L.L.NO.11-2003] , R R E ISSUAN ' IN-GROUND " STE ING TON� B' s 3 RETAINING WALLS :J GUNNITE POOL DN _ EMERGENCYAS GENERATOR; N REQUIRED PROPOSED ` +4"CONCRETE PAD 81 65 SF ' I 7 3S1)BY w s I t i G.MINIMUM YARD DIMENSIONS: G.MINIMUM YARD DIMENSIONS: D• ERVIOU REAR (1)FRONT:30 FEET. (1)FRONT:32 FEET 9INCHES. TH ;; Y _:. ' (2)SIDE: (2)SIDE: I \DECK 3.5%OR 451 SF � I ,_1" �� PROJECT DESIGNER (A)LEAST ONE:10 FEET. (A)LEAST ONE:22 FEET 2 INCHES. � ,��.• {I''�•! {� � ' ' Milot Shala (B)TOTAL OF TWO:25 FEET. (B)TOTAL OF TWO:44 FEET 5 INCHES. (3)REAR:30 FEET. (3)REAR:47 FEET 91NCHES. H.MAXIMUM HEIGHT OF BUILDING: H.MAXIMUM HEIGHT OF BUILDING: (1)IN STORIES:TWO STORIES. (1)IN STORIES:TWO STORIES. �;I i' ! i '{ ;_ ' I I' i11{i!{ {{ I{II{E! ' SIDE SIDE YARD: , (2)IN FEET:30 FEET. (2)IN FEET:30 FEET. I , I.HEIGHT/SETBACK RATIO: I.HEIGHT/SETBACK RATIO: (1)FRONT:0.80. (1)FRONT:0.80. At: ;il'{ Ii{i{i? !illli{; its{isi !I11 1 ! ;I s s s 250-22 .3 250-22 (2)SIDE:2.40 (2)SIDE:2.40 AS�gUILTIFI AL BUILDING;!{{ ;!I i;, {? ° '{ I § R T ;; !;' ; I ! § G+Q7�,.y7r,Aw Sun,A7 P w,rt4k by tp,T, �1964.77SF1 I !!{, {!{{!' {{{{{ii , 10'-0" 15'-0" 'i!7llt�4 y+�•zrz,z GROSS BUILDING FLOOR AREAS GSF �u IRE P R ;{_ {s{; i! { i I !{s!{{ I { t I ;'. III .i 1 , E re:✓v ywtr'i'.n�axa•»a com ,awnwy,ya evn �E ' , {, {. {,�'{! ;,s' , MIN SIDE YARD MIN SIDE YARD TOTAL PERMITTED GSF: FIN I I i'I ;I '0t �{' i{t�'s I,{I{° � � I � •� ��� 4 '� Y 4,000+(12,751-21,780)X 0.11478421 2,964 c {lii ;'{I{ii{ ;{I;i ;is!;! {iii? � I .�'•,�,��,,� �'PEC 10 /1 '-►t•�'•�-- `:�': 0 BASEMENT+GARAGE GSF 1.965 { �g+ 1.568 I I, � ' 22'-4"SECONDFLOOR 2'-2" ATTIC 0> FIRST FLOOR c>.•r.. i' r W TOTAL PROPOSED GSF 2,959 PROP SIDE YARD PRORSIDE YARD 3' ��4✓< r'..' `�+,. PROPOSED COVERAGE OF LOT AREA OF 12,751 SF I MAXIMUM PERMITTED COVERAGE WITH BUILDING 20%OF LOT AREA 2,550 SF Q� Lai n � t 1 MAXIMUM PERMITTED IMPERVIOUS LOT COVERAGE 4.715 SF 1 1 RETAINING WALL'C' � , •-•-.•-.M- . � •fit, MAXIMUM PERMITTED IMPERVIOUS FRONT YARD LOT COVERAGE 45°6 OR 1,357 SF RETAINING WALL'A'46 zz SF 4 5s SF '�".. ' ��` �1t,It 1�I1)'il. 111I�'l. PROPOSED IMPERVIOUS FRONT YARD LOT COVERAGE 44%OR 1,116 SF ' RETAINING WALL'D 19.88 SF Q �.._.;.;. .. o , ` r cr CONCRETE c> 0 I::::: :.:`N o: > ' 11YE BROOK`Y17 10573 MAXIMUM PERMITTED IMPERVIOUS REAR YARD LOT COVERAGE WITH DECK 3.5%OR 446 SF , PROPOSED IMPERVIOUS FRONT STAIR'B'46 64 SF , ►■ `T p PROPOSED IMPERVIOUS REAR YARD LOT COVERAGE WITH DECK 3.5°�OR 446 SF ' YARD LOT COVERAGE I (14 m LL _. 0 FRONT YARD Z���T�;11-1��►7��1�l�I��l� 4) .. 4456 OR 1,107 SF CL cm LL PROPOSED COVERAGE WITH BUILDING 15.4°6 OF LOT AREA 1,965 SF \\\\\\\\ 1 a ( , STEPPING STONES'A' I;I�(1�"It 1 LOT 17 CONCERETE PAD AC COMPRESSORS IMPERVIOUS SURFACE 32 SF ASPHALT DRIVEWAY 1088 03 SF 191 44 SF a POOL AND COPING IMPERVIOUS SURFACE: 271 71 SF , ' I SITE PLAN ZONINGCONCRETE STAIR'A'IMPERVIOUS SURFACE 48A9 SF AINTALLYSIS CONCRETE STAIR WIMPERVIOUS SURFACE 46.44SF Lww��ww wi��ww��ww�waww �ww�,�ww �ww��w�r nww�www RETAINING WALLA'IMPERVIOUS SURFACE 46.22 SF SEAL BSIGNATURE RETAINING WALL'B'IMPERVIOUS SURFACE 27.99 SF PROJECT NO 202 PROJECT NO 2022 03 W RETAINING WALL'C'IMPERVIOUS SURFACE 4.56 SF S RETAINING WALL'D'IMPERVIOUS SURFACE 19.88 SF DRAWN BY MS STEPPING STONES'A'IMPERVIOUS SURFACE 191.94 SF ] CHECKED BY ES W DRAWING NO STEPPING STONES'B'IMPERVIOUS SURFACE 134.99 SF J WASPHALT DRIVEWAY 1088.03 SF ' a ROCK RIDGE DRIVE A-0•��•�� `5 PROPOSED LOT COVERAGE WITH IMPERVIOUS SURFACES 1,889.99 SF PROPOSED BUILDING+IMPERVIOUS SURFACE COVERAGE OF LOT:30.2%OF LOT AREA 3,846.96 SF 2 LOT,COVERAGE DIAGRAM 1 SITE PLAN MANUAL J DESIGN CRITERIA LVL NOTES: 1.ALL DESIGNATED LVL'S SHALL BE 1.9E'MICROLLAM'BY TRUSSJOIST MACMILLAN'WITH a FLEXURAL FIBER STRESS OF Fb=2,600 PSI OR AN APPROVED EQUAL. OWNER: ELEVATION LATTITUDE WINTER HEATING SUMMER COOLING ALTITUDE CORRECT FACTOR INDOOR DESIGN TEMP DESIGN COOLING TEMP HEATING TEMP.DIFF. COOLING TEMP.DIFF. WIND VELOCITY HEATING WIND VELOCITY COOLING COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY I TALLATION, SHALL FOLLOW MANUFACTURER RECOMMEDNATIOF REGARDING m INSTALLATION,NOTCHING,DRILLING HOLES,BEARING,FASTENING OF MUTLIPLE MEMEBERS GESTH IMANI KOULOUKIS 439 41 12 87 70 76 Be 20 M 30 NAILING OR BOLTING AND OTHER PERTINENT INFORMATION FOR PROPER INSTALLATION 48 ROCK RIDGE DRIVE 2.NOTCHING OR DRILLING HOLES IN LVL'S SHOULD BE AVOIDED,HOWEVERIF REQUIRED DUE TO RYE BROOK NY 10573 DESIGN LOADS MATERIAL STRENGTH 2O20 ECCCNYS FIELD CONDITIONS NOTCHING AND DRILLING HOLES SHALL BE LIMITED TO MANUFACTURER RECOMMENDATIONS OF THE LVL MANUFACTURER G C.SHALL COORDINATE FRAMING WITH T.(646)261-7166 MECHANICAL PLUMBING AND ELECTRICAL TRADES. E-MAIL' BUILDING TYPE: ONE FAMILY DWELLING 4.FASTEN MULTIPLE LVL MEMBERS PER LVL MANYFACTUER(2)AND(3)MEMBER LVL BEAMS GESSIEQGEOLIFLLC.COM SOIL BEARING: 4,000 PSF CONCRETE: 4,000 PSI DESIGN TEMPERATURE: 0 DEGREES F./72 DEGREES F. MAY BE NAILED OR BOLTED(4)OR MORE MEMBER LVL'S SHALL BOLTED ONLY. FLOOR: 60 PSF(40 L+20 D) DIMENSIONAL LUMBER: 950 PSI DESIGN DEGREE DAYS: 5,000 DAYS TO 6,000 DAYS HEADER NOTES: CIVIL ENGINEER: ATTIC:(4'-6"GREATER HEADROOM) 45 PSF(30 L+15 D) ENGINEERED LUMBER: CODE DESIGN METHOD: CHAPTER 4;PRESCRIPTIVE BUILDING ENVELOPE(SECTIONS 402.10-402.3) 1.FOR BEARING WALL OPENINGS T-6"OR LESS,ALL WOOD HEADERS TO BEAR ATTIC:(LESS THAN 4'-6"HEADROOM) 30 PSF(20 L+10 D) GLULAM: 2,400 PSI CHAPTER 4;PRESCRIPTIVE BUILDING ENVELOPE(SECTIONS 402.10-402.3) ON(1)2X4 @ EA END. ROOF:SNOW LOAD 60 PSF(45 L+15 O) LAMINATED VENEER LUMBER: 2,600 PSI GABRIEL E.SENOR,P.C. PORCH&DECK: 70 PSF(60 L+10 D) PARALLEL STARND LUMBER: 2,900 PSI b b b,e b,e 2.1.FOR BEARING WALL OPENINGS 3'�"OR GREATER,ALL WOOD HEADERS TO BEAR 90 NORTH CENTRAL AVENUE GUARDRAILS&HANDRAILS: 200 PLF LAMINATED VENEER LUMBER: 36,000 PSI CLIMATE ZONE FENESTRATION U-FACTOR FENESTRATION U•FACTOR SKYLIGHT U-FACTOF. GLAZED FENESTRATION SHGC CEILING R-VALUE ON(2)2X4(d1 EA END HARTSDALE,NY 10530 a 0.31 0.66 .55 .40 49 T.914.422.0070 FLOOR/DECK 60 LBS!SF CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WOOD FRAME R-VALUE MASS WALL R-VALUE FLOOR R•VALUE BASEMENT WALL R-VALUE SLAB R-VALUE&DEPTtd CRAWL SPACE R•VALU0 STAIRS 100 LBS/ MAIL:SF EILEEN a� R.COM TABLE R301.2(1) 20 OR 13+6 8/16 19 10113 10,2 FT 10113 ATTIC 40 LBS/SF GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN a.R-VALUE ARE MINIMUMS.U-FACTORS&SHGC ARE MAXIMUMS.WHEN INSULATION IS INSTALLED IN THE CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION,THE ROOF 45 LBS/SF GENERAL CONTRACTOR: SNOW WIND DESIGN DESIGN SUBJECT TO DAMAGE FROM DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL ISNATLLED R-VALUE OF THE INSUALTION SHALL NOT BE LESS THAN THE R•VALUE SPECIFIED IN THE TABLE. FIRST FLOOR LOAD SCHEDULE: LOAD CAT. TEMP. REQUIRED INDEX ITEMP. b.THE FENESTRTATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATIONS.EXCEPTIO:SKYLIOGHTS MAY BE EXCLUDED FROM GLAZED LIVE LOAD 40PSF wINDOW FENESTRATION SHGC REQUIREMENTS IN CLIMATE ZONES 1-3 WHERE THE SHGC FOR SKYLIGHTS DOES NOT EXCEED 0.30. DEAD LOAD: 2OPSF TOPOGR SPECIAL BORNE FROSTLINE c. '15/19'MEANS R-15 CONTINUOUS INSULATION ON THE ONTRERIOR OF EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE BASEMENT WALL.115119'SHALL BE PERMITTED TO MEET WITH R-13 TOTAL LOAD: 60PSF SPEED APHIC REGION DEBRIS DEPTH WEATHERING TERMITE CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. 30 PSF EFFECTS WINDOWS ONE B 00-100 F YES YES 1,000 OR 62.2F d. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R-VALUES FOR HEATED SLABS.INSULATION DEPTHS SHALL BE THE DEPTH OF THE FOORING OR 2 FEET,WHICHEVER IS LESSON ZONES 1-3 FOR PROTECTION OF WOOD PER R317 OF 2020 RESIDENTIAL CODE OF NYS. 116420 MODERATE (ZONE X) LESS HEATED SLABS. 1 1 MPH NONE YES YES SEVERE 42" TO HEAVY e. THERE IS NO SHGC REQUIREMENT IN THE MARINE ZONE. FLASIWIGPERSECTIONRMa h. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS,SO'13+5"MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. F SLAB.0"ROINNOFOUWATiONFLOOR f. THE SECOND R•WALUE APPPLIES WHEN MORE THAN HALF THE INSUALTION IS ON THE INTERIOR OF THE MASS WALL. WSuL4nONPROTECTiON PER SECTION R30 A? PER SWDONSA4fti AND RSW 1 ELIOT SENOR,PROFESSIONAL ENGINEER CERTIFY THESE PLANS AND SPECIFICATIONS COMPLY WITH RESIDENTIAL CODE OF NEW YORK AND THE NYS ENERGY CONSERVATION CODE(CHAPTER 61 ARD� Y ApV ved window fall SLOPE FINAL GRADE AFA SECTIOfi R+4d33.2 F rolesee window prsven0on device 6"DIAMETER�'•""�� open Cord� Fated�0 .. �i - rim ' NOT LESS THAN 90%OF LAMPS IN PERMANENTLY INSTALLED LIGHT FIXTURES ARE HIGH EFFICACY LAMPS PER R404.1 11"ftV device toASTM F2090 periel '• b' OF THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE COMPLIANCE WITH R303 1 PER OF 2020 RESIDENTIAL CODE OF NYS REQUIREMENTS FOR PROPER LIGHT AND VENTILATION FOR HABITABLE SPACE. i IZOLMAx A. ■en.ecTtvewNrra / MECHANICAL VENTILATION PERMITTED INSTALLED IN ACCORDANCE WITH SECTION M1W5 AND i2N MN wuc,+ress■ 1 ARTIFICIAL LIMITED,PROVIDED THAT IS CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOT CANDLES ` s OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL \\ s 971 4 in. �." \ NOtANAL s IN.SCREENED AND VERTICAL VM L INSULATION* it NOT LESS THAN 90%OF LAMPS IN PERMANENTLY c ruNA INSTALLED LIGHT FIXTURES ARE HIGH EFFICACY STONED DRAINED LCR SECTION LAMPS PER R404.1 OF THE 2020 ENERGY 13R�r+sDs•ERSEcrtoN � ��� CONSERVATION CODE OF NEW YORK SATE H ` N ? e COMPLIANCE WITH R303 1 PER OF 2020 RESIDENTIAL Irish door FirIlsh flow N CODE OF NYS REQUIREMENTS FOR PROPER LIGHT AND C24 ku d4 Fbfth door HOWLONTALNSULAT10NPUJtir t VENTILATION FOR HABITABLE SPACE.MECHANICAL VENTILATION PERMITTED INSTALLED IN ACCORDANCE >72 in, >72 in. >72 k►. W0. m WITH SECTION M1505 AND ARTIFICIAL LIMITED, FW0 gradeFinish Qrada FM>Fsh prado t9 Q O H \ PROVIDED THAT IS CAPABLE OF PRODUCING AN z AVERAGE ILLUMINATION OF 6 FOOT CANDLES OVER THE COMPLIANCE WITH WINDOW FALL PROTECTION PER R3121 1PER OF 2020 FOUNDIAnI-- ................... ot!Z" ' - AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE RESIDENTIAL CODE OF NYS PERt' TE w v STROKE •• ti THE FLOOR LEVEL m wThe aonarruauon type -� ON O designation shallle `<{r' COMPLIANCE WITH R303.3 PER OF 2020 RESIDENTIAL F011NOAfIOt+ LL- -iV"or-%- t ! ato Indtcat•u+.con•trvcuonCODE OF NYS REQUIREMENTS FOR BATHROOM o LU classification of the I TI N IN DAN H S TI M1505 •__ ; VENT LA O ACCOR CE WIT EC ON I c �structure under DESIGNATION FOR STRUCTURAL "seatlon/i0Z o1 the BCNYB �., PER N1101.5 CHAPTER 11 2020 OF RESIDENTIAL COMPONENTS THAT ARE OF CODE OF NYS INCLUDE THERMAL ENVELOPE "' TRUSS TYPE CONSTRUCTION ITEM 0:TRUSS-NY01 GRADF., s A • a� cwoar■Aealro,lrrewollw LABEL READS:NEW YORK I F ■• aatotlresArJMW wrs LABEL DESIGN:BUILDING CONSTRUCTION TYPE I TRUSS w w ■■ ■R" ROOF FRAMING CONSTRUCTION UTILIZED IN FLOOR CONSTRUCTION SIGN: I• DRAIN TILE Q9 0 BUILDING � � COMPLIANCE19 NYCRR PART 1264 GV4G AND MEMBRANE- z z O FR FLOOR AND ROOF FRAMING OTHER CONFIGURATIONS OF THIS PRODUCT ARE OSHA 1910.1200 o o STANDARDS AND CODES Emergency generator sign J J O BUILDING PAPER OVER >>W TOP OF OPEN JOINTS co co:3 O O N FILTER 0 0 0 TILE-� MEMBRANE d 0: \ GIN LAIN to m 6 IN CO fER- W W 'i PROTECTION OF WOOD PER 21NJ '��'� " R317 OF 2020 RESIDENTIAL N N /2,N MIN J O DRAINAGE TO FOUNDATION WALLS BELOW GRADE PER R405 CODE OF NYS Figure R40&1(1) FOUNDATION DRAIAAGE FOR HABITABLE SPACE BELOW ORAOE Y RON"afun I� f "B"t M z �r I at blocidrl� 24•o.a _ l x blovdrp 24•o.a N all i�ii fa suippart top Plate' uu r i to sslpport mD plale err= +r �or�m elufarfN PROJECT DESIGNER: Ni cough Iall finish I at rsa of,,Rm-alw4fili n Aie;>:_w Milot Shala top piale serves 1 as theblockh 1 $ r 1 f1eW saJd 1Ma� Ceik10 orsoMt j 1 INSULATION 24°FROM RIM JOIST ,+Arm Op pbb b uld•rsld■al joirb ssI foot ksmkq Is pope dower b 1•Amid, py■b ardusl0r d j*b 1,•,. k p•ry.i6a,. �`'~`~� O FIRE BLOCKING PER R602.8 r>t+dMf, bssrds■iR �'�� A' '""""~`""'• r R-13 hndrfon•hold be prouid•d bsl■s•n•Y10s r R-13 Y1sEaMasl tllod0 b•prorids-II Mw••n ek dt. ,� FLt 4e wITH S'i1JD F & AT DROP�03110 �j 2 LA ]O T-41 cw9iGY orCiED rrtcEOr. wAu.wa sTe�seMeNrw� I ,*E- 'SO�EFir O^ Ec YIOr's.tA It S�1FI-E D.EOfm OR �c PRESSURE PRESERVATIVE TREATED WOOD PER R50521 jT ; �� (,y �•` oiT EDiiFwcESEDw+ �■���M�M��� M r:+�., / ,''► u(Or llC V_OiM:• 44181 MD iw ,�/t..I.,L r0Y SOY nn 11A bOT 4x EIECi 5� ,;z Doer�r,u y ' rf��Ni cVlL of is .r�Ert Oi �.. •a Ec cOci Oc Ow q5 w ES 0 FIRE BLOCKING MATERIALFIRE BLOCKING MATERIAL • MID7.;IS-35•0 11000Allc biodllllp 24 O.G ����-- �w�--���+��� r� �`M''• Er{.�rii•:�' COr+DR r'.i S ED _EI�OraC SHALL CONSIST OF ONE OF THE MATERIALS LISTED 1 b s1IDDort top •Pfau end i '(,l° �. •EDr wr COr s• a i uia• W - BELOW. GYPSUM BOARD 2X LUMBER(2X4,2X6, finblorJdng WserllanR wa/ -. NIT MA O '.E',r.1O1?- N iEE:.i rO KCVCK•Oc7r.E ETC)TWO THICKNESSES OF 1X LUMBER(1X4,1X6,ETC) O tidi:.- -E GE�ESKS WITH STAGGERED JOINTS.ONE THICKNESS OF 23132-INCH A,co ATEEIE0. i C12= &s Y OF PLYWOOD OR OSB WITH JOINTS BACKED A MINIMUM I oe finisll fifmrsdsd ± '4 OF 6 INCHES WITH THE SAME MATERIAL%-INCH CEMENT � 3 1 y!E':- o, .0 "� �/ r A BASED MILLBOARD.BATTS OR BLANKETS OF MINERAL 1 1bi c WOOL OR FIBERGLASS = III'him 0 secued b now .` r.� 1 1 b1ocwq 860ye "V A r y CONCRETE FOUNDATION WALL f1ow�°el4AwoO �IL �1 �'"r'�""'I" �4 _ �� SPRAY-APPLIED DAMPROOFING MORE ��,. W/PROTECTION BOARD r Amd,ep p� tea b Iew.r.Id.d joir.l,•re f••r al0illg It p.rp.nalol�b a+d,Is: 41 110C IL RI D61,l)lli V E 10'THICK CON C.WALL r redly b•brs•n b••ams+t awl and""'°'d"'f do•s■a oorsfrl■sdslYsp r"'r'e°"alsn ll•es rw,I.rl sllold b■r+.t.r.d r `` r nn / COLD FORMED 2 5 STL STUD OER R5052 1 R603 2 1 PERMITER WALL WITH FeEloo�awm�ars�vow�s. - 111f�i);ltt1�)It`lf 1()) 3 R-15 INSULATION 2"THICK(1"PER R-7 VALUE X 2)R-15 SPRAY CELLULOSE a INSULATION @ FOUNDATION WALLS(TYP) ZONE,It-1()SECTION 2`1 a it 1/L"UKttiV bUAKU.(FS-Y4) 0 o 13I OCI1 1 LOT 17 9 100 X 244 CONC.FOOTING MIN.42'BELOWGRADE PROVIDE A MIN.OF 3'COVER FOR BARS C3.0D;(310111PLII�NCT, cc a ' a'CONC.ON GRADE TABULATIONS MIL POLY VAPOR 2'XPS RIGID FOAM INSULATION R•10 SAL&SIGNATUREDATE:08/15/2022 12D CRUSHED STONE ( ) PROJECT N0.2022.03 W TYP.PERIMETER DRAINAGE DRAWN BY MS I _T s 4'DIA.PERFORATED PVC PIPE / 30" 30" ^ CHECKED BY ES FILTER FABRIC GRAVEL DRAWING NO .t.::s,s:. s'. ::s.. .::.•.t. ..r.:t w»:s•t:::••r.::.r..ss.r,s:..s..t>......s ac::s•. c :: s•:....,"s::i ".9.44.4 ...":s. :.s.::: . %t:s ..':- •:•.•s•i s....ss. •.sass.ssss.ss.ss:....... J DRAINAGE TO FOUNDATION t:st is •"ss:�S "s:u=»sstii:ts:r '»::2:i s,::2•sts«6EI:SS.SstS S:b:til•S':L�c ttsscc::s c:t:t:s":i:it 2s':s:.. WALLS PER R405.1 OF 2020 d d/ d •sa. •s si.S.••sa••.ss;s•ss.ss.s.sA s•. • -A•s ss._»sae•.sass.••sa••sa.•s.•.:• •a.•.•.s W RESIDENTIAL PER CODE.1 OF 020 •t t•:' ::�%»s•:r� :rs :%�»:%sx::•e:i _.•s:.»:s•:t.'s s::i::�•:»:t-:%:s : % »°•: �::i»s:•:s s• ����.��.�� s FOUNDATION INSULATION 8 R312.1 Gnarls.•• •Figure R312.1.1 4 WATERPROOFING DETAILSi 1 =1-0 Onst GESTHIMANI KOULOUKIS 48 ROCK RIDGE DRIVE RYE BROOK NY 10573 T.(646)261-7166 '77 E-MAIL: GESSIEPGEOLIFILLIC.COM Z-7 A N, CIVIL ENGINEER: GABRIEL E.SENOR,P.C. 90 NORTH CENTRAL AVENUE HARTSDALE,NY 10530 T.914.422.0070 eN 1 't� 'N't, S; v, y • E-MAIL: N \ % k Ni f %0�r 'A 14; N4 EILEENCGESENOR.COM "Z GENERAL CONTRACTOR: N. /h '7 Nk N. Ile _4 7 9) i4 7 All C /! / �" r N IN ,\. .4 If A X Ilk" , �' � / �:' y's, t�. �y. •�`•%, "t'• �j''att \''t. %M�^."^.`�aat'+ --tc � ,. •/ /C" ^ 1\ � Zii Zi �\ \Z N X N 01 n� �;cd �e t.J / 1 `t ice' .} �. /r''/ t2 }s'` C �'L� - 7 - Y• 'ay' ♦' ti/ i \\'x�•1 �. (. /Y N s� It-oil Anil 1, A K7 nil, y z 0< 90 rL cr.cl) w Q 0 cl) U. 01 PROPOSED 14'XI8'IN-GROUND GUNNITE POOL co w w ISOMETRIC C _j_j 0 co m :3 Y Y U) 00 00 CID m w w Ir a: z P N 0i NI �* V, V1. N . o' 41 Nr PROJECT DESIGNER: 13, 11 -Ik \\tez f f Milot Shala x N W AI X, v /7 01 7 'N A p— "/ x, A, N, iNk X A .7 'N i4'N. iv 40 �y Sk&V I&D kA N q.-pk 7 < X1\1 j bcce 5 1 k.11, ,, .11 11� 1, v . c k C ZED OR -?EtFQ-L0T.'-, L�*OFT.$Egr —SEla .0 oRoj C1R0?vC0o�EjoFTmj NY'>.Lt 11c .100 0 0 .sJ -o J/ I-o" t.0 p'! ;-.e.gp to TZE sZe co > 11 h. Aii 011017W W ✓ X 4 'WEDAeD, MOW NI GwMTEE3A3'07-E.CCuQAC, Tu 10.0o, NORTH tu PROPOSED 14'X18'IN GROUND A A GUNNITE POOL looll Z 1 vz If ; 1 "I v -I PROPOSED 14_18 IN-GROUND 1 \cV <31 "f o N'."T A, IN -% POO .40.1 4 10%, RIVE L�1- �0 it 'It 11YE 11110011 NY 10573 A 0 >as BLOCK I LOT 17 cc ISOMETRIC VIEWS !s SEAL&SIGNATURE DATE:08/15/2022 PROJECT NO:2022.03 DRAWN BY:MS L > CHECKED BY:ES DRAWING NO 0 ac us ISOMETRIC B ISOMETRIC A i CL A•) GENERAL NOTES 4.)MINIMUM ROOM AREA(SECTION R304.1.2.3) R310 2 3 R311 7 STAIRWAYS R311 7 9ILLUMINATION STAIRWAYS SHALL BE PROVIDED WITH OWNER: n 1.)ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH 5)DO NOT SCALE THE DRAWINGS USE DIMENSIONS ONLY ALL DIMENSIONS R304 1 MINIMUM AREA HABITABLE ROOMS SHALL HAVE A FLOOR AREA OF NOT LESS R310.2 3 WINDOW WELLS.THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE R311 71 WIDTH STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES(914 MM)IN ILLUMINATION IN ACCORDANCE WITH SECTION R303 7 E TH IMA NOT LESS THAN 9 SQUARE FEET(0.9 M2),WITH A HORIZONTAL PROJECTION AND CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND R311 710 SPECIAL STAIRWAYS SPIRAL STAIRWAYS AND BULKHEAD G S NI KOULOUKIS ' 201E IRC WITH THE 2016 NYS SUPPLEMENT TO BE CHECKED R THE CONTRACTORS PRIOR TO CONSTRUCTION THAN 70 SQUARE FEETSI 5 S HABITABLE R KITCHENS WIDTH OF NOT LESS THAN 36 INCHES(914 mm)THE AREA OF THE WINDOW WELL BELOW THE REQUIRED HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT ENCLOSURE STAIRWAYS SHALL COMPLY WITH THE REQUIREMENTS 48 ROCK RIDGE DRIVE 5 2)ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 6)THE CONTRACTOR SHALL VISIT THE SITE AND BE RESPONSIBLE FOR LESR30S 2 MINIMUM DIMENSIONS HABITABLE ROOMS SHALL BE NOT SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY MORE THAN 4-12 INCHES(114 MM)ON EITHER SIDE OF THE STAIRWAY AND THE OF SECTION R311 7 EXCEPT AS SPECIFIED IN SECTIONS R311 7,101 RYE BROOK NY 10573 � NATIONAL ELECTRIC CODE AND NFPA 70. HAVING RECORDED ALL CONDITIONS WITH THE SCOPE OF THE PROJECT. LESS THAN 7 FEET(2134 MM)IN ANY HORIZONTAL DIMENSION.EXCEPTION. NO CLAIMS FOR EXTRA COMPENSATION BASED ON IGNORANCE OF VISIBLE KITCHENS OPENED EXCEPTION.THE LADDER OR STEPS REQUIRED BY SECTION R310 2 3 1 CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, AND R311 7.10.2. 3.)ALL PLUMBING AND MECHANICAL WORK SHALL PERFORMED IN OR IMPLIED CONDITIONS WILL BE CONSIDERED R304 3 HEIGHT EFFECT ON ROOM AREA.PORTIONS OF A ROOM WITH SHALL BE PERMITTED TO ENCROACH NOT MORE INCLUDING TREADS AND LANDINGS,SHALL BE NOT LESS THAN 31-12 R311.7.10 I SPIRAL STAIRWAYS SPIRAL STAIRWAYS ARE PERMITTED, T.(646)261-7166 ACCORDANCE WITH 201E IRC WITH THE 2016 NYS SUPPLEMENT THAN 6 INCHES 152 MM INTO THE REQUIRED DIMENSIONS OF THE WINDOW WELL INCHES(787 MM)WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 PROVIDED THAT THE CLEAR WIDTH AT AND BELOW THE HANDRAIL IS E-MAIL: 4.)THE OWNER ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, 7)THE CONTRACTORS SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL A SLOPING CEILING MEASURING LESS THAN 5 FEET(1524 MM)OR A ( ) EXISTING AND NEW MATERIALS AND CONDITIONS WITH THE PROPOSED FURRED CEILING MEASURING LESS THAN 7 FEET(2134 MM)FROM THE R310 2 31 LADDER AND STEPS WINDOW WELLS WITH A VERTICAL DEPTH GREATER INCHES(698 MM)WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. NOT LESS THAN 26 INCHES(660 MM)AND THE GESSIE EOLIFLLC.COM METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK CONSTRUCTION AREA ANY DAMAGE CAUSED BY OR DURING THE FINISHED FLOOR TO THE FINISHED CEILING SHALL NOT BE CONSIDERED THAN 44 INCHES(11 IS MM)SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED EXCEPTION:THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH WALKLINE RADIUS IS NOT GREATER THAN 241/2INCHES(622 MM)EXECUTION OF THE WORK IS THE RESPONSIBILITY OF THE CONTRACTORS AS CONTRIBUTING TO THE MINIMUM REQUIRED HABITABLE AREA FOR THAT ROOM LADDER OR STEPS SECTION R311.7.10.1. EACH TREAD SHALL HAVE A DEPTH OF NOT LESS THAN 6314 INCHES AND SHALL BE REPAIRED TO THE ARCHITECT'S SATISFACTION AT THE USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION LADDERS OR STEPS R311 7 2 HEADROOM.THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN (171 MM)AT THE WALKLINE.ALL TREADS SHALL BE CML ENGINEER: CONTRACTORS'SOLE EXPENSE. 5.)CEILING HEIGHT(SECTION R305.1.2.3.) REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS 6 FEET 8 INCHES(2032 MM)MEASURED VERTICALLY FROM THE SLOPED LINE IDENTICAL,AND THE RISE SHALL BE NOT MORE THAN 912 INCHES R305 1 MINIMUM HEIGHT HABITABLE SPACE,HALLWAYS AND R311 7 AND R311.8 ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE (241 MM)HEADROOM SHALL BE NOT LESS THAN 6 FEET 6 INCHES GABRI EL E.SENOR,P.C. B.) DESIGN COMPLIANCE WITH 2O15 IRC WITH THE 2016 NYS SUPPLEMENT CODE PORTIONS OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT LESS THAN 12 INCHES LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. (1982 MM). 90 NORTH CENTRAL AVENUE CEILING HEIGHT OF NOT LESS THAN 7 FEET(2134 MM)BATHROOMS, (305 MM).SHALL PROJECT NOT LESS THAN 3 INCHES(76 MM)FROM THE WALL AND EXCEPTIONS R311.7.10 2 BULKHEAD ENCLOSURE STAIRWAYS STAIRWAYS 1.) FOR OCCUPANCY GROUP R-3CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA(2016) TOILET ROOMS AND LAUNDRY ROOMS SHALL HAVE ACEILING HEIGHT OF SHALL BE SPACED NOT MORE THAN 18 INCHES(457 MM)ON CENTER VERTICALLY 1 WHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER SERVING BULKHEAD ENCLOSURES,NOT PART OF THE REQUIRED HARTSDALE,NY 10530 NOT LESS THAN 6 FEET 81NCHES(2032 MM) FOR THE FULL HEIGHT OF THE WINDOW WELL. THE EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES,THE BUILDING EGRESS,PROVIDING ACCESS FROM THE OUTSIDE\GRADE T.914.422.0070 GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FRONWINT DESIGN MICE I FOR ROOMS 1 FOR ROOMS WITH SLOPED CEILINGS,THE REQUIRED FLOOR AREA OF THE ROOM SHALL HAVE A R310 2 3 2 DRAINAGE.WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE FLOOR OPENING SHALL BE LEVEL TO THE BASEMENT SHALL BE EXEMPT FROM THE SNOW DESIGN BARRIER FLOOD AIR MEAN E-MAIL: - SP CIAL WEATHERING FROST LINE TERMITE CEILING HEIGHT OF NOT LESS THAN 5 FEET(1524 MM)AND NOT LESS THAN 50 PERCENT OF THE BY CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY ALLOWED TO PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM NOT REQUIREMENTS OF SECTIONS R311 3 AND R311.7 WHERE THE HEIGHT LOAD CATEGORY UNDERLAY HAZARDS FREEZING ANNUAL EILEEN GESENOR.COM GRAPHIC REGION BORN REQUIRED FLOOR AREA SHALL HAVE ACEIUNG HEIGHT OF NOT LESS THAN 7 FEET(2134 MM) SECTION R405.1 OR BY AN APPROVED ALTERNATIVE METHOD EXCEPTION.A MORE THAN 43/4 INCHES 121 MM FROM THE BASEMENT FINISHED FLOOR LEVEL TO GRADE ADJACENT Gm DEPTH REQ'MTS INDEX TEMP 2 THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM FIXTURES SHALL BE SUCH THAT THE ( ) EFFECTS WINOS DEBRIS DRAINAGE SYSTEM FOR WINDOW WELLS IS NOT REQUIRED WHERE THE 2 THE HEADROOM FOR SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH TO THE STAIRWAY IS NOT MORE THAN 8 FEET 7FIXTURE IS CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE A SHOWER OR TUB EQUIPPED ZONE WITH ASHOWERHEAD SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6 FEET8INCHES(2032 MM) FOUNDATION IS ON WELL-DRAINED SECTION R311 7101 (2438 MM)AND THE GRADE LEVEL OPENING TO THE STAIRWAY IS GENSM CONTRACTOR: ABOVE AN AREA OF NOT LESS THAN 30 INCHES(762 MM)BY 30 INCHES(762 MM)AT THE SOIL OR SAND-GRAVEL MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL R311 7 3 VERTICAL RISE A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE COVERED BY A BULKHEAD ENCLOSURE WITH HINGED DOORS OR 30 PSF 12OMPH NO NO NO C SEVERE 42" MODERATE TO 7°f YES 1500 OR 1500 OR 52.2°F SHOWERHEAD CLASSIFICATION SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1 LARGER THAN 147 INCHES(3734 MM)BETWEEN FLOOR LEVELS OR LANDINGS OTHER APPROVED MEANS LESS I LESS 3 BEAMS,GIRDERS,DUCTS OR OTHER OBSTRUCTIONS IN BASEMENTS CONTAINING HABITABLE R310 2.4 EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND R311 7 4 WALKLINE THE WALKLINE ACROSS WINDER TREADS SHALL BE R311 7 11 ALTERNATING TREAD DEVICES ALTERNATING TREAD SPACE SHALL BE PERMITTED TO PROJECT TO WITHIN 6 FEET 4 INCHES(1931 MM)OF THE FINISHED PORCHES EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE PERMITTED TO CONCENTRIC TO THE CURVED DIRECTION OF TRAVEL THROUGH THE TURN AND DEVICES SHALL NOT BE USED AS AN ELEMENT OF A MEANS OF FOR A 1 POUND PER SQUARE FOOT= KPA,1 MILE PER HOUR=0.447 MIS BE INSTALLED UNDER DECKS AND PORCHES PROVIDED THAT THE LOCATION OF THE LOCATED 12 INCHES(305 MM)FROM THE SIDE WHERE THE WINDERS ARE EGRESS ALTERNATING TREAD DEVICES SHALL BE PERMITTED A WEATHERING MAY REQUIRE A HIGHERR STRENGTH RENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS R305 1 1 BASEMENTS PORTIONS OF BASEMENTS THAT DO NOT CONTAIN HABITABLE SPACE OR DECK ALLOWS THE NARROWER THE 12-INCH(305 MM)DIMENSION SHALL BE MEASURED FROM THE PROVIDED THAT THE REQUIRED MEANS OF EGRESS STAIRWAY OR OF THIS CODE.THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX,"NEGLIGIBLE,"'MODERATE"OR"SEVERE"FOR CONCRETE AS HALLWAYS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6 FEET 81NCHES(2032 MM) DETERMINED FROM FIGURE R301.2(3)THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 EXCEPTION AT BEAMS,GIRDERS,DUCTS OR OTHER OBSTRUCTIONS,THE CEILING HEIGHT SHALL BE EMERGENCY ESCAPE AND RESCUE OPENINGS TO BE FULLY OPENEDAND PROVIDES WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE RAMP SERVES THE SAME SPACE AT EACH ADJOINING LEVEL OR ORC 652 NOT LESS THAN 6 FEET 4 INCHES(1931 MM)FROM THE FINISHED FLOOR A PATH NOT LESS THAN 36 INCHES(914 MM)IN HEIGHT TO A YARD OR COURT WINDER IF WINDERS ARE ADJACENT WITHIN THE FLIGHT,THE POINT OF THE WHERE A MEANS OF EGRESS IS NOT REQUIRED THE CLEAR WIDTH B THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403 I(1)THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH R310 2 5 REPLACEMENT WINDOWS.REPLACEMENT WINDOWS INSTALLED IN WIDEST CLEAR STAIR WIDTH OF THE ADJACENT WINDERS SHALL BE USED AT AND BELOW THE HANDRAILS SHALL BE NOT LESS THAN 20 INCHES COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE BUILDINGS MEETING THE SCOPE OF THIS CODE SHALL BE EXEMPT FROM THE R311 7 5 STAIR TREADS AND RISERS STAIR TREADS AND RISERS SHALL MEET (508 MM) C THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN A 6.) SANITATION(SECTION R306.1.2.3.4) MAXIMUM SILL HEIGHT REQUIREMENTS OF SECTIONS R3101 AND SECTIONS R310 21 THE REQUIREMENTS OF THIS SECTION FOR THE PURPOSES OF THIS SECTION, R311 7 11 1 TREADS OF ALTERNATING TREAD DEVICES.ALTERNATING HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE R3061 TOILET FACILITIES EVERY DWELLING UNIT SHALL BE PROVIDED WITH A AND R310 2 2,PROVIDED DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, TREAD DEVICES SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 5 D THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP(FIGURE R301.2(4)AI WIND WATER CLOSET,LAVATORY,AND A BATHTUB OR SHOWER THE REPLACEMENT WINDOW MEETS THE FOLLOWING CONDITIONS RUGS OR RUNNERS INCHES(127 MM),A PROJECTED TREAD DEPTH OF NOT LESS THAN EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE R306 2 KITCHEN EACH DWELLING UNIT SHALL BE PROVIDED WITH A 1 THE REPLACEMENT WINDOW IS THE MANUFACTURER'S LARGEST STANDARD SIZE R311 7 51 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 7-3/4 INCHES 812 INCHES(216 MM),A TREAD WIDTH OF NOT LESS THAN 7 INCHES WITH SECTION R301 21 4 KITCHEN AREA AND EVERY KITCHEN AREA SHALL BE PROVIDED WITH A WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR EXISTING ROUGH (196 MM)THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING (178 MM)AND A RISER HEIGHT OF NOT MORE THAN 912 INCHES(241 E THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 9712-PERCENT VALUES FOR WINTER FROM APPENDIX D SINK OPENING THE REPLACEMENT WINDOW IS OF THE SAME OPERATING STYLE AS THE EDGES OF THE ADJACENT TREADS THE GREATEST RISER HEIGHT WITHIN ANY MM)THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY OF THE SINK EXISTING WINDOW OR A STYLE THAT PROVIDES FOR AN EQUAL OR GREATER FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTIONS R3063 SEWAGE DISPOSAL PLUMBING FIXTURES SHALL BE CONNECTED INTERNATIONAL PLUMBING CODE DEVIATIONS FROM THE APPENDIX D WINDOW OPENING AREA THAN THE EXISTING WINDOW (9 5 MM)RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF OF ADJACENT TREADS THE RISER HEIGHT SHALL BE MEASURED TO A SANITARY SEWER OR TO AN APPROVED PRIVATE SEWAGE DISPOSAL SYSTEM. 2 THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES VERTICALLY BETWEEN THE LEADING EDGES OF ADJACENT TREADS TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL R306 4 WATER SUPPLY TO FIXTURES PLUMBING FIXTURES SHALL BE R310 3 EMERGENCY ESCAPE AND RESCUE DOORS WHERE A DOOR IS PROVIDED AS (0 51 RAD)FROM THE VERTICAL OPEN RISERS ARE PERMITTED PROVIDED THAT THE RISER HEIGHT AND TREAD F THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301 2 21 CONNECTED TO AN APPROVED WATER SUPPLY KITCHEN SINKS,LAVATORIES, THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING,IT SHALL BE THE OPENINGS LOCATED MORE THAN 30 INCHES(762 MM),AS MEASURED DEPTH PROVIDED SHALL RESULT IN AN ANGLE OF ASCENT FROM THE G THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE BATHTUBS,SHOWERS,BIDETS,LAUNDRY TUBS AND WASHING PERMITTED TO BE A SIDE-HINGED DOOR OR A SLIDER WHERE THE OPENING IS VERTICALLY,TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE HORIZONTAL OF BETWEEN 50 AND 70 DEGREES(0 87 AND 1 22 RAD) PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER FLOOD HAZARD AREAS),(B)THE DATE(S)OF THE FLOOD INSURANCE STUDY AND(C)THE PANEL NUMBERS AND DATES OF THE CURRENTLY EFFECTIVE BELOW THE ADJACENT GROUND ELEVATION,IT SHALL BE PROVIDED WITH A OF A 44NCH-DIAMETER(102 MM)SPHERE THE INITIAL TREAD OF THE DEVICE SHALL BEGIN AT THE SAMEBULKHEAD ENCLOSURE EXCEPTIONS ELEVATION AS THE PLATFORM,LANDING OR FLOOR SURFACE FIRMS AND FBFMS OR OTHER FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING 7.) TOILET,BATH,AND SHOWER SPACES(SECTION R307) R310 3 1 MINIMUM DOOR OPENING SIZE THE MINIMUM NET CLEAR HEIGHT OPENING 1 THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL R311 7 11 2 HANDRAILS OF ALTERNATING TREAD DEVICES JURISDICTION,AS AMENDED. .pA�; FOR ANY DOOR THAT SERVES AS AN EMERGENCY AND ESCAPE RESCUE OPENING STAIRWAYS HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF ALTERNATING H IN ACCORDANCE WITH SECTIONS R905.1.2,R905 4 31,R905.5.3.1,R905 6 31,R905 7 31 AND R905 8 3.1.WHERE THERE HAS BEEN A HISTORY OF LOCAL _w -}t- - SHALL BE IN ACCORDANCE WITH SECTION R310 21 2 THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH TREAD DEVICES AND SHALL COMPLY WITH SECTIONS DAMAGE FROM THE EFFECTS OF ICE HAMMING,THE JURISDICTION SHALL R310 3 2 BULKHEAD ENCLOSURES BULKHEAD ENCLOSURES SHALL PROVIDE DIRECT SECTION R311 710 1 R311 7 8 2 TO R311 7 8 4 HANDRAIL HEIGHT SHALL BE UNIFORM,NOT I THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING FILL IN THIS PART OF THE TABLE WITH°YES.'OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART R THE TABLE WIEEZING INDEX(BF-DAYS)FROM FIGURE R403 3(2) IlEdlEll =IcdQ ACCESS FROM THE BASEMENT THE BULKHEAD R311 7 5 2 TREADS.THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES(254 LESS THAN 30 INCHES(762 MM)AND NOT MORE THAN 34 INCHES(864 OR FROM THE 100-YEAR(99 PERCENT)VALUE ON THE NATIONAL CLIMATIC DATA ENCLOSURE SHALL PROVIDE THE MINIMUM NET CLEAR OPENING EQUAL TO THE MM)THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE MM) DOOR IN THE FULLY OPEN POSITION.R310 3 2 1 DRAINAGE.BULKHEAD ENCLOSURES VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND R311 7.12 SHIPS LADDERS.SHIPS LADDERS SHALL NOT BE USED AS AT A RIGHT ANGLE TO THE TREADS LEADING EDGE THE GREATEST TREAD AN ELEMENT A MEANS O EGRESS SHIPS LADDERS SHALL BE � CENTER DATA TABLE'AIR FREEZING INDEX-USA METHOD(BASE 32°F).' SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDING'S ' T OF FM. J THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC DATA CENTER DATA cr FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION R4051 OR BY AN DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY PERMITTED PROVIDED THAT A REQUIRED MEANS OF EGRESS w TABLE"AIR FREEZING INDEX-USA METHOD(BASE 32°F)." a CO K IN ACCORDANCE WITH SECTION R301.2.1.5,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE TO APPROVED ALTERNATIVE METHOD.EXCEPTION A DRAINAGE SYSTEM FOR MORE THAN 3/8 INCH(9 5 MM) - STAIRWAY OR RAMP SERVES THE SAME SPACE AT EACH ADJOINING O Q TOPOGRAPHIC WIND SPEED-UP EFFECTS,THE JURISDICTION SHALL FILL IN THIS PART OF THE BULKHEAD ENCLOSURES IS NOT REQUIRED WHERE THE FOUNDATION IS ON R311 7 5 21 WINDER TREADS WINDER TREADS SHALL HAVE A TREAD DEPTH OF LEVEL OR WHERE A MEANS OF EGRESS IS NOT REQUIRED THE TABLE WITH*YES'OTHERWISE,THE JURISDICTION SHALL INDICATE'NO"IN THIS PART OF THE TABLE WELL-DRAINED SOIL OR SAND-GRAVEL MIXTURE SOILS IN ACCORDANCE WITH THE NOT LESS THAN 10 INCHES(254 MM)MEASURED BETWEEN THE VERTICAL CLEAR WIDTH AT AND BELOW THE HANDRAILS SHALL BE NOT LESS o O- TU B o z UNITED SOIL CLASSIFICATION SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AT THE THAN 20 INCHES J 0 a L.IN ACCORDANCE WITH FIGURE R301.2(4)A,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS,THE JURISDICTION � 0 -)M R4051 R310 4 BARS,GRILLES,COVERS AND SCREENS BARS,GRILLES,COVERS, INTERSECTIONS WITH THE WALKLINE WINDER TREADS SHALL HAVE A TREAD R311 7 12 1 TREADS OF SHIPS LADDERS TREADS SHALL HAVE A m w U) SHALL FILL IN THIS PART OF THE TABLE WITH'YES'AND IDENTIFY ANY SPECIFIC REQUIREMENTS OTHERWISE,THE JURISDICTION SHALL INDICATE"NO'IN THIS PART OF THE TABLE � SCREENS OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY DEPTH OF NOT LESS THAN 6 INCHES(152 MM)AT ANY POINT WITHIN THE CLEAR DEPTH OF NOT LESS THAN 5 INCHES(127 MM)THE TREAD SHALL BE �� p ESCAPE AND RESCUE OPENINGS,BULKHEAD ENCLOSURES,OR WINDOW WELLS WIDTH OF THE STAIR WITHIN ANY FLIGHT OF STAIRS,THE LARGEST WINDER PROJECTED SUCH THAT THE TOTAL OF THE TREAD w 30" 14' THAT SERVE SUCH OPENINGS,PROVIDED THAT THE MINIMUM NET CLEAR OPENING TREAD DEPTH AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST WINDER DEPTH PLUS THE NOSING PROJECTION IS NOT LESS THAN 812 w IAIN CLEAR SIZE COMPLIES WITH SECTIONS R3101.1 TO R310 2 3,AND SUCH DEVICES SHALL BE TREAD BY MORE THAN 3/8 INCH(9 5 MM)CONSISTENTLY SHAPED WINDERS AT INCHES(216 MM).THE RISER HEIGHT SHALL BE NOT MORE THAN 912 � RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL, THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS INCHES(241 MM). U) SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR THE NORMAL RECTANGULAR TREADS AND DO NOT R311 7 12 2 HANDRAILS OF SHIPS LADDERS HANDRAILS SHALL BE OPERATION OF THE ESCAPE AND RESCUE OPENING R310 5 DWELLING ADDITIONS HAVE TO BE WITHIN 3/8 INCH(9 5 MM)OF THE RECTANGULAR TREAD DEPTH PROVIDED ON BOTH SIDES OF SHIPS LADDERS AND SHALL COMPLY WHERE DWELLING ADDITIONS OCCUR THAT CONTAIN SLEEPING ROOMS,AN EXCEPTION THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN WITH SECTIONS R311.7 8 2 TO R311 7 8 4 HANDRAIL HEIGHT SHALL BE R307 1 SPACE REQUIRED FIXTURES SHALL BE SPACED IN ACCORDANCE EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH NEW ACCORDANCE WITH SECTION R311 7101 UNIFORM,NOT LESS THAN 30 INCHES(762 MM)AND NOT MORE THAN F_:I= 0.WITH FIGURE R307 1,AND IN ACCORDANCE WITH THE SLEEPING ROOM.WHERE DWELLING ADDITIONS OCCUR THAT HAVE BASEMENTS,AN R311 7 5 3 NOSINGS THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NOT 34 INCHES(864 MM) w w REQUIREMENTS OF SECTION P27051 EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW GREATER THAN 9/16 INCH(14 MM)A NOSING PROJECTION NOT LESS THAN 3/4 R311 8 RAMPS. o 0 R307 2 BATHTUB AND SHOWER SPACES BATHTUB AND SHOWER BASEMENT INCH(19 MM)AND NOT MORE THAN 11/4 INCHES(32 MM)SHALL BE PROVIDED ON R311 81 MAXIMUM SLOPE RAMPS SERVING THE EGRESS DOOR z z FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS EXCEPTIONS 1.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED STAIRWAYS WITH SOLID RISERS THE GREATEST NOSING PROJECTION SHALL REQUIRED BY SECTION R311 2 SHALL HAVE A SLOPE OF NOT MORE p p OI.- AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT IN A NEW BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 318 INCH(9.5 THAN 1 UNIT VERTICAL IN 12 UNITS HORIZONTAL(8 3-PERCENT �j W SURFACE SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF ESCAPE AND RESCUE OPENING.2 AN EMERGENCY ESCAPE AND RESCUE OPENING MM)BETWEEN TWO STORIES,INCLUDING THE SLOPE)ALL OTHER RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1 UNIT m m:3 NOT LESS THAN 6 FEET(1829 MM)ABOVE THE FLOOR IS NOT REQUIRED IN A NEW BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE NOSING AT THE LEVEL OF FLOORS AND LANDINGS BEVELING OF NOSINGS VERTICAL IN 8 UNITS HORIZONTAL(12 5 PERCENT)EXCEPTION Y Y U) AND RESCUE OPENING IN AN EXISTING BASEMENT THAT IS ACCESSIBLE FROM THE SHALL NOT EXCEED 12 INCH(12 7 MM)EXCEPTION A NOSING PROJECTION IS WHERE IT IS TECHNICALLY INFEASIBLE TO COMPLY BECAUSE OF SITE O O N 8.) GLAZING(SECTION R308) NEW BASEMENT NOT REQUIRED WHERE CONSTRAINTS,RAMPS SHALL HAVE A SLOPE OF NOT MORE THAN 1 cr cr R3081 IDENTIFICATION EXCEPT AS INDICATED IN SECTION R310 6 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS AN EMERGENCY THE TREAD DEPTH IS NOT LESS THAN 11 INCHES(279 MM).R311.7 5 4 EXTERIOR UNIT VERTICAL IN 8 UNITS HORIZONTAL(12 5 PERCENT) m m R3081 1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS ESCAPE AND RESCUE OPENING IS NOT REQUIRED WHERE EXISTING BASEMENTS PLASTIC COMPOSITE STAIR TREADS PLASTIC COMPOSITE EXTERIOR STAIR R311.8.2 LANDINGS REQUIRED THERE SHALL BE A FLOOR OR AS DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S UNDERGO ALTERATIONS OR REPAIRS EXCEPTION NEW SLEEPING ROOMS TREADS SHALL COMPLY LANDING AT THE TOP AND BOTTOM OF EACH RAMP,WHERE DOORS 0:w DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION,DESIGNATING THE CREATED IN AN EXISTING BASEMENT SHALL BE PROVIDED WITH EMERGENCY WITH THE PROVISIONS OF THIS SECTION AND SECTION R507.3.R311 7 6 OPEN ONTO RAMPS,AND WHERE RAMPS CHANGE DIRECTIONS THE TYPE OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES ESCAPE AND RESCUE OPENINGS IN ACCORDANCE WITH SECTION R3101 LANDINGS FOR STAIRWAYS THERE SHALL BE A FLOOR OR LANDING AT THE TOP WIDTH OF THE LANDING PERPENDICULAR TO THE RAMP SLOPE SHALL WHICH IS VISIBLE IN THE FINAL INSTALLATION THE DESIGNATION SHALL BE ACID AND BOTTOM OF EACH STAIRWAY THE WIDTH PERPENDICULAR TO THE BE NOT LESS THAN 36 INCHES(914 MM) N N ETCHED,SANDBLASTED,CERAMIC-FIRED,LASER ETCHED,EMBOSSED,OR BE OF A DIRECTION OF TRAVEL SHALL BE NOT R311.8.3 HANDRAILS REQUIRED HANDRAILS SHALL BE PROVIDED ON @ R Q TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED.A LESS THAN THE WIDTH OF THE FLIGHT SERVED LANDINGS OF SHAPES OTHER NOT LESS THAN ONE SIDE OF RAMPS EXCEEDING A SLOPE OF ONE LABEL SHALL BE PERMITTED IN LIEU OF THE MANUFACTURER'S DESIGNATION THAN SQUARE OR RECTANGULAR SHALL BE PERMITTED PROVIDED THAT THE UNIT VERTICAL IN 12 UNITS HORIZONTAL(8.33-PERCENT SLOPE) �c c EXCEPTIONS 1 FOR OTHER THAN TEMPERED GLASS,MANUFACTURER'S DEPTH AT THE WALK LINE AND THE TOTAL AREA IS NOT LESS THAN THAT OF A R311.8.3.1 HEIGHT HANDRAIL HEIGHT,MEASURED ABOVE THE o DESIGNATIONS QUARTER CIRCLE WITH A RADIUS EQUAL TO FINISHED SURFACE OF THE RAMP SLOPE,SHALL BE NOT LESS THAN ARE NOT REQUIRED PROVIDED THAT THE BUILDING OFFICIAL APPROVES THE USE THE REQUIRED LANDING WIDTH.WHERE THE STAIRWAY HAS A STRAIGHT RUN, 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES WALL HUNG TOILET DETAILS OF A CERTIFICATE,AFFIDAVIT OR OTHER EVIDENCE CONFIRMING COMPLIANCE WITH 11.)MEANS OF EGRESS THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES (965 MM).R311 8 3 2 GRIP SIZE HANDRAILS ON RAMPS SHALL COMPLY z IN-WALL TOILET TANKS ARE TO INCLUDE A CONDENSATION FREE TANK STAINLESS STEEL THIS CODE SECTION R311 MEANS OF EGRESS (914 MM)EXCEPTION A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF WITH SECTION R311 7.8.3 2 TEMPERED SPANDREL GLASS IS PERMITTED TO BE IDENTIFIED BY THE R311 1 MEANS OF EGRESS DWELLINGS SHALL BE PROVIDED WITH A MEANS OF AN INTERIOR FLIGHT OF STAIRS,INCLUDING STAIRS IN AN ENCLOSED GARAGE, R311.8.3.3 CONTINUITY HANDRAILS WHERE REQUIRED ON RAMPS PAN(EXTEND MIN.),SENSORS,AUTOMATIC SHUT OFF VALVES,AND AN ACCESS MANUFACTURER WITH A REMOVABLE PAPER DESIGNATION EGRESS IN ACCORDANCE WITH THIS SECTION THE MEANS OF EGRESS SHALL PROVIDED THAT A DOOR DOES NOT SWING SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE RAMP N m PANEL WATERPROOFING SHOULD BE INSTALLED AT FULL HEIGHT OF REAR CHASE WALL R3081 1 IDENTIFICATION OF MULTIPLE ASSEMBLIES.MULTIPANE ASSEMBLIES PROVIDE A CONTINUOUS AND UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL OVER THE STAIRS HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN HAVING INDIVIDUAL PANES NOT EXCEEDING 1 SQUARE FOOT(0 09 M2)IN EXPOSED EGRESS TRAVEL FROM ALL PORTIONS OF THE DWELLING TO THE REQUIRED R311 7 7 STAIRWAY WALKING SURFACE.THE WALKING SURFACE OF TREADS NEWEL POSTS OR SAFETY TERMINALS.HANDRAILS ADJACENT AREA SHALL HAVE NOT LESS THAN ONE PANE IN THE ASSEMBLY IDENTIFIED IN EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A GARAGE THE REQUIRED AND LANDINGS OF STAIRWAYS SHALL BE SLOPED NOT STEEPER THAN ONE UNIT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 112 INCHES PROJECT DESIGNER: TABLE R301.5 TABLE R301.7 ACCORDANCE WITH SECTION R308.1.OTHER PANES IN THE ASSEMBLY SHALL BE EGRESS DOOR SHALL OPEN DIRECTLY VERTICAL IN 48 INCHES HORIZONTAL(2-PERCENT SLOPE). (38 MM)BETWEEN THE WALL AND THE HANDRAILS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS LABELED-CPSC 16 CFR 1201"OR-ANSI Z97.1"AS APPROPRIATE INTO A PUBLIC WAY OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY R311 7 8 HANDRAILS HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE :I'iei: Milot Shala LIVE LOAD ALLOWABLE 9.)GARAGES AND CARPORTS(SECTION 309.1.2.3. R311.2 EGRESS DOOR.NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE 12.)GUARDS W4"3"'� USE STRUCTURAL MEMBER R3 1 FLOOR SURFACE GARAGE FLOOR SURFACES SHALL BE OF PROVED FOR EACH DWELLING UNIT.THE EGRESS DOOR SHALL BE SIDE-HINGED,AND SHALL RISERS ��y�y (#/SQ FT) DEFLECTION i g� PROVIDE A CLEAR WIDTH OF NOT LESS THAN 3 INCHES R311 7 8 1 HEIGHT N I HEIGHT,M SECTION R312 NONCOMBUSTIBLE MATERIAL THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR E S 2 C ES(813 MM)WHEREHANDRAIL LMEASURED VERTICALLY FROM THE OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP,WITH THE DOOR SLOPED PLANE ADJOINING THE TREAD NOSING,OR FINISH SURFACE OF RAMP GUARDS AND WINDOW FALL PROTECTION i EXTERIOR BALCONIES 40 RAFTERS HAVING SLOPES GREATER U180 R312 1 GUARDS GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS ,� THAN 3/12 WITH NO FINISHED CEILING OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. OPEN 90 DEGREES(1.57 RAD)THE CLEAR HEIGHT OF THE DOOR OPENING SHALL BE SLOPE,SHALL BE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 R312 1 1 THROUGH R31214 r�r�"as.�� R309 2 CARPORTS CARPORTS SHALL BE OPEN ON NOT LESS THAN TWO nSIDES CARPORT NOT LESS THAN 78 INCHES(1981 MM)IN HEIGHT MEASURED FROM THE TOP OF THE INCHES(965 MM) R312.1 1 WHERE REQUIRED GUARDS SHALL BE LOCATED ALONG OPEN-SIDED •-qu DECKS 40 ATACHED TO RAFTERS 11 FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE THRESHOLD TO THE BOTTOM OF THE STOP OTHER DOORS SHALL NOT BE EXCEPTIONS WALKING SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE m -. � M&,, MATERIAL CARPORTS NOT OPEN ON TWO OR MORE SIDES SHALL BE CONSIDERED TO BE A REQUIRED TO COMPLY WITH THESE MINIMUM DIMENSIONS EGRESS 1 THE USE OF A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED LOCATED MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR LL PASSENGER VEHICLE GARAGES 50 INTERIOR WALLS AND PARTITIONS H/180 OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO r r " GARAGE AND SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION FOR GARAGES DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DWELLING WITHOUT THE OVER THE LOWEST TREAD ' EXCEPTION ASPHALT SURFACES SHALL BE PERMITTED AT GROUND THE EDGE OF THE OPEN SIDE INSECT SCREENING SHALL NOT BE CONSIDERED AS USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT 2 WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE ATTICS WITHOUT STORAGE 10 FLOORS L/360 AGAARD. r..E CE'sr E/ OAt I LEVEL IN CARPORTS THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER R311 3 FLOORS AND LANDINGS AT EXTERIOR DOORS THERE SHALL BE A LANDING CONTINUOUS TRANSITION BETWEEN FLIGHTS,TRANSITIONS AT WINDER R312,1,2 HEIGHT REQUIRED GUARDS AT OPENSIDED WALKING SURFACES, ArE SOLEEDesOc MECEON L •FE LkE�cOzE...r p {- ATTICS WITH STORAGE 20 PLASTERED CEILINGS(INCL STUCCO) L/360 VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR THE WIDTH OF EACH LANDING TREADS,THE TRANSITION FROM INCLUDING STAIRS,PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 1 uc+ t„or FECE �o/wrEpo c TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY SHALL BE NOT LESS THAN THE DOOR SERVED EVERY LANDING SHALL HAVE A HANDRAIL TO GUARD,OR USED AT THE START OF A FLIGHT,THE HANDRAIL 36 INCHES(914 WA)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT ovr eun oc�.r o,rc 1�+.,Or ut v'aE 0.T. A R309 3 FL000 HAZARD AREAS.FOR BUILDINGS LOCATED IN FLOOD DIMENSION OF NOT LESS THAN 36 HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 WAN°SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE V' k,. iLLC V.„mt ROOMS OTHER THAN SLEEPING ROOMS 40 GYPSUM BOARD L/240 BADS ��e .MWErEr OC Ow"ON' > HAZARD AREAS AS ESTABLISHED BY TABLE R301 20),,GARAGE FLOORS INCHES(914 MM)MEASURED IN THE DIRECTION OF TRAVEL THE SLOPE AT INCHES(956 MM) 3 Lm E O 1.";Ootv.Er,r.« () EXCEPTIONS e' Ec?o,fie cop.ca„r °C ALL OTHER STRUCTURAL MEMBERS L/240 SHALL BE 1 ELEVATED TO OR ABOVE THE DESIGN FLOOD ELEVATION AS EXTERIOR LANDINGS SHALL NOT EXCEED 1/4 UNIT VERTICAL IN 12 UNITS R311 7 8 2 CONTINUITY HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS 1 +� =zO+DrUr!f�S {Ep.eo�E EiEtrco c SLEEPING ROOMS 3O 1 GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN p �oo.Al.I�.RAe,�SCOCi a;•,rEM 1 i DETERMINED IN ACCORDANCE WITH SECTION R322;OR 2 LOCATED BELOW THE DESIGN HORIZONTAL(2 PERCENT FOR THE FULL LENGTH OF THE FLIGHT,FROM A POINT DIRECTLY ABOVE THE 34 INCHES WA MM MEASURED VERTICALLY FROM A LINE CONNECTING THE - ercrov`�rE rk5.T c Ell.-r.q t I 1j 4 }} ( ) �V}, .I'•aI rxWlCfb EN'.Mr,E' R STAIRS 40 EXTERIOR WALLS WIND LOADS WITH H/36O FLOOD ELEVATION PROVIDED THAT THE FLOORS ARE AT OR ABOVE GRADE ON NOT LESS EXCEPTION EXTERIOR BALCONIES LESS THAN 6O SQUARE FEET 5 6 M2 AND ONLY TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF LEADING EDGES OF THE TREADS GuncartEES �T RCK.o•' -! ( ) ORTM {ELECT.pC OENEck 1 PLASTER OR STUCCO FINISH THAN ONE SIDE,ARE USED SOLELY FOR PARKING,BUILDING ACCESS OR ACCESSIBLE FROM A DOOR ARE PERMITTED TO HAVE A LANDING LESS THAN 36 THE FLIGHT HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN 2 WHERE THE TOP OF THE GUARD SERVES O A HANDRAIL 34 THE OPEN SIDES N • LD STAIRS THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES(864 MM)AN -� arrEor� tp�•-. i GUARDRAILS AND HANDRAILS 200 STORAGE,MEET THE REQUIREMENTS OF SECTION R322 AND ARE OTHERWISE CONSTRUCTED INCHES(914 MM)MEASURED IN THE DIRECTION OF TRAVEL NEWEL POSTS OR SAFETY TERMINALS HANDRAILS ADJACENT TO A WALL SHALL NOT MORE THAN 38INCHES(965 MM)AS MEASURED VERTICALLY FROM A LINE �r, rc EXTERIOR WALLS-WINDS LOADS WITH L/240 IN ACCORDANCE WITH THIS CODE R311 31 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS LANDINGS OR HAVE A SPACE OF NOT LESS THAN 112 INCHES(38 MM) CONNECTING THE LEADING EDGES OF THE TREADS @ TABLE R301.6 BRITTLE FINISHES R309 4 AUTOMATIC GARAGE DOOR OPENERS AUTOMATIC GARAGE FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN 112 BETWEEN THE WALL AND THE HANDRAILS EXCEPTIONS R312 1 3OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS �(-) n,4 . �� DOOR OPENERS,IF PROVIDED,SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 325 INCHES(38 MM)LOWER THAN THE TOP OF THE THRESHOLD EXCEPTION THE 1 HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW1.1 v c MIN.ROOF LIVE LOADS IN POUNDS-FORCE PER LANDING OR FLOOR ON THE EXTERIOR SIDE SHALL BE NOT MORE THAN 7-3/4 INCHES THE TURN PASSAGE OF SPHERE 4INCHES(102 MM)IN DIAMETER v _.;k.�y�' I SQUARE FOOT OF HORIZONTAL PROJECTION EXTERIOR WALLS-WINDS LOADS WITH U120 EXCEPTIONS 1 THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED FLEXIBLE FINISHES (196 MM)BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT 2 THE USE OF A VOLUTE,TURNOUT,STARTING EASING OR STARTING NEWEL BY THE RISER.TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE /" �s--r-c*_�ti 10.�EMERGENCY ESCAPE AND RESCUE OPENINGS(SECTION R310) SWING OVER THE LANDING OR FLOOR SHALL BE ALLOWED OVER THE LOWEST TREAD OF A SPHERE 61NCHES(153MM)IN DIAMETER n,r c--) ,,.+ TRIBUTARY LOADED AREA IN SO FT LINTELS SUPPORTING MASONRY U600 R31 1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED WHERE EXTERIOR LANDINGS OR FLOORS SERVING THE REQUIRED EGRESS DOOR R311 7 8 3 GRIP-SIZE.REQUIRED HANDRAILS SHALL BE OF ONE OF THE 2 GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW ,,*R, m ROOF SLOPE FOR ANY SRUCTURAL MEMBER VENEER WALLS BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ARE NOT AT GRADE,THEY SHALL BE PROVIDED WITH ACCESS TO GRADE BY MEANS FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY PASSAGE OF A SPHERE 43/8INCHES(I I I MM)IN DIAMETER TABLE R301.2.1.5.1:EQUIVALENT BASIC WIND SPEEDS ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING WHERE BASEMENTS CONTAIN OF A RAMP IN ACCORDANCE WITH SECTION R311 8 OR A STAIRWAY IN ACCORDANCE 1 TYPE I HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN R312 1 4 EXTERIOR PLASTIC COMPOSITE SHALL COMPLY WITH THE REQUIREMENTS of PLASTIC SECTION R31 COMPOSITE EXTERIOR � � 7 i 0 TO 200 201 TO 600 OVER 600 ONE OR MORE SLEEPING ROOMS,AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE WITH SECTION R311.7 OUTSIDE DIAMETER OF NOT LESS THAN 1-1/4 INCHES(32 MM)AND NOT 48110 Il 11I])G,DRIVE o R312 2 WINDOW FALL PROTECTION WINDOW FALL PROTECTION SHALL BE REQUIRED IN EACH SLEEPING ROOM EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL R311 3 2 FLOOR ELEVATIONS FOR OTHER EXTERIOR DOORS DOORS OTHER THAN GREATER THAN 2 INCHES(51 PROVIDED IN ACCORDANCE WITH SECTIONS R312 2 1 AND i I FLAT OR RISE LESS THAN 47FT(1 3) 20 16 12 3 SECOND GUST 120 FASTEST MILE OPEN DIRECTLY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT OPENS TO A PUBLIC THE REQUIRED EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR FLOORS MM)IF THE HANDRAIL IS NOT CIRCULAR,IT SHALL HAVE A PERIMETER R312 2 2 11I�]i];11�1I)I>�`�7 10573 c TAKEN FROM WAY EXCEPTION STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL NOT MORE THAN 7-3/4 INCHES(196 MM)BELOW THE TOP OF THE THRESHOLD DIMENSION OF NOT LESS THAN 4 INCHES(102MM)AND NOT GREATER THAN 61/4 R312 2 1 WINDOW SILLS IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN Cie RISE 4"IFT(1 3)TO LESS 12-/FT(1 1) 16 14 12 FASTEST MILE 100 TABLE 301 2(1) EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET(18 58 M2) EXCEPTION A TOP LANDING IS NOT REQUIRED WHERE A STAIRWAY OF NOT MORE INCHES(160 MM)WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN OP ABLE WINDOW FLOOR OPENING IS AN 72 SS INCHES(142s INCHES (610 MM) ))I�� �(��];11- `�S]:1"TION 8:I I T R3101 1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL THAN TWO RISERS IS LOCATED ON THE EXTERIOR SIDE OF THE DOOR,PROVIDED 2-1/4 INCHES(57 MM)EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, �� RISE 12"/FT(1 1)AND GREATER 12 12 12 e)CONTROL FOR ACTIVATION OF LIGHT SOURCE FOR STAIRS DEVICES EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE THAT THE DOOR DOES NOT SWING OVER THE STAIRWAY INCH(O 25 MM) THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING `I r� LOCATED SO AS TO BE ACCESSIBLE AT THE TOP AND BOTTOM OF INSIDE OF THE ROOM WITHOUT THE USE OF KEYS,TOOLS OR SPECIAL KNOWLEDGE R311 3 3 STORM AND SCREEN DOORS STORM AND SCREEN DOORS SHALL BE 2 TYPE 11 HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES(160 MM)1.OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 44NCH-DIAMETE 13I.�1CK 1 LOT17 y 2.) LIGHT,VENTILATION,AND HEATING(SECTION R303) EACH STAIRWAY WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED PERMITTED TO SWING OVER EXTERIOR STAIRS AND LANDINGS SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE (102 MM)SPHERE TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS//� . • W a)AGGREGATE GLAZING OF ALL HABITABLE ROOMS>8%OF THE ROOM'S FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE R311 4 VERTICAL EGRESS EGRESS FROM HABITABLE LEVELS INCLUDING HABITABLE PROFILE THE FINGER LARGEST (30DI ".0111PLI��NCT 3 FLOOR AREA f)ALL REQUIRED GLAZED OPENINGS OPEN DIRECTLY ONTO A YARD OPENED POSITION d > LOCATED ON THE SAME LOT IF THE REQUIRED GLAZED OPENINGS OPENING ATTICS AND BASEMENTS NOT PROVIDED WITH AN EGRESS DOOR IN ACCORDANCE RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH(19 MM)MEASURED 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION 1 T b)OPERABLE AREA TO THE OUTDOORS IS 4%OF EACH FLOOR AREA BEING R310 2 EMERGENCY ESCAPE AND RESCUE OPENINGS EMERGENCY ESCAPE AND RESCUE WITH SECTION R311 2 SHALL BE BY A RAMP IN ACCORDANCE WITH SECTION R311 8 VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEVICES THAT COMPLY WITH ASTM F 2090 1��]3iJLI IO S 1 AIT" , A� VENTILATED FACE INTO A ROOFED PORCH WHICH ABUTS THE YARD,THE LONGER OPENINGS SHALL HAVE MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION OR A STAIRWAY IN ACCORDANCE WITH SECTION R311 7 DEPTH OF NOT LESS THAN 5/16 INCH 8 MM WITHIN 7/8 INCH 22 MM BELOW THE 3.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL SIDE OF THE PORCH IS AT LEAST 65%OPEN AND UNOBSTRUCTED ( ) ( ) SEAL 8 SIGNATURE � c)EACH BATHROOM IS PROVIDED WITH AN AGGREGATE GLAZING AREA IN AND THE CEILING HEIGHT IS NOT LESS THAN 7 FEET R310 21 MINIMUM OPENING AREA EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL R311 5 CONSTRUCTION WIDEST PORTION OF THE PROFILE THIS REQUIRED DEPTH SHALL CONTINUE DEVICES THATCOMPLY WITH SECTION DATE:08/152022 _9 WINDOWS OF 3 SO FT OR MORE OF WHICH AT LEAST HALF IS OPENABLE, HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0 530 M2)THE NET R311 51 ATTACHMENT EXTERIOR LANDINGS,DECKS,BALCONIES,STAIRS AND FOR NOT LESS THAN 3/8 INCH(10 MM)TO RR3312 2 2 WINDOW OPENING CONTROL DEVICES WINDOW OPENING CONTROL OR MECHANICALLY VENTED AT A VENTILATION RATE OF AT LEAST 50CFM- CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE SIMILAR FACILITIES SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE A LEVEL THAT IS NOT LESS THAN 13M INCHES(45 MM)BELOW THE TALLEST PROJECT NO.:2022.03 W g)THE WINTER DESIGN TEMPERATURE IS BELOW 60 DEGREES F, DEVICES SHALL COMPLY WITH ASTM F 2090 THE WINDOW OPENING CONTROL (VENTILATION AIR FROM THE SPACE IS EXHAUSTED DIRECTLY OUTSIDE) THUS HEATING FACILITIES ARE PROVIDED THAT ARE CAPABLE OF NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. TO RESIST BOTH VERTICAL AND LATERAL FORCES OR SHALL BE DESIGNED TO BE PORTION OF THE PROFILE THE WIDTH OF THE HANDRAIL ABOVE THE RECESS DEC AFTER OPERATION TO DRAWN BY MS MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES F THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES(610 MM)AND THE SELF-SUPPORTING ATTACHMENT SHALL NOT BE ACCOMPLISHED BY USE OF SHALL BE NOT LESS RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL s d)SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES(508 MM) TOENAILS OR NAILS SUBJECT TO WITHDRAWAL THAN 11/4 INCHES(32 MM)AND NOT MORE THAN 23/4 INCHES(70 MM)EDGES NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN CHECKED BY ES E LANDINGS AND TREADS THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN EXCEPTION GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR R311 6 HALLWAYS THE WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEET(914 SHALL HAVE A RADIUS OF NOT LESS THAN 0 01 INCH(0 25 MM) THE AREA REQUIRED BY SECTION R310 2 1 ai TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1FDOT-CANDLE(11 LUX) TEMPERATURE OPENING OF NOT LESS THAN 5 SQUARE FEET(0.465 M2) MM) R311 7 8 4 EXTERIOR PLASTIC COMPOSITE HANDRAILS PLASTIC COMPOSITE DRAWING NO c AS MEASURED AT THE CENTER OF TREADS AND LANDINGS THERE SHALL BE A R310 2 2 WINDOW SILL HEIGHT WHERE A WINDOW IS PROVIDED AS THE EMERGENCY EXTERIOR HANDRAILS SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONz?I " g WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE ESCAPE AND RESCUE OPENING,IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 R507 3 `�_`���; �� w THE STAIRWAY HAS SIX OR MORE RISERS.EXCEPTION A SWITCH IS NOT INCHES(1118 MM)ABOVE THE FLOOR WHERE THE SILL HEIGHT IS BELOW GRADE,IT SHALL W REQUIRED WHERE REMOTE,CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS g PROVIDED BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION 0. 14.)SMOKE ALARMS(SECTION R314.1.2.3.4.5.6.7) 3.PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FEET(1828 1 THE FOAM PLASTIC INSULATION IS SEPARATED FROM THE INTERIOR OF THE BUILDING EXCEPTION:QUALITY MARKS ON LUMBER LESS THAN 1 INCH(26 MM)NOMINAL THICKNESS,OR ° °t N R314.1 GENERAL.SMOKE ALARMS SHALL COMPLY WITH NFPA 72 MM)HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. BY NOT LESS THAN 2 INCHES(51 MM)OF MINERAL FIBER INSULATION. LUMBER LESS THAN NOMINAL I INCH BY 51NCHES(26 MM BY 127 MM)OR 2INCHES BY 41NCHES AND SECTION R314 51 MM BY 102 MM)OR LUMBER 36INCHES(914 MM)OR LESS IN LENGTH SHALL BE APPLIED BY GESTH IMANI KOULOUKIS R314 4 INTERCONNECTION WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE 2 THE FOAM PLASTIC INSULATION IS INSTALLED OVER EXISTING EXTERIOR WALL FINISH ( 48 ROCK RIDGE DRIVE 0 R314.1.1 LISTINGS.SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION STAMPING THE FACES OF EXTERIOR PIECES LE BY END LABELING NOT LESS i COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN R314 3,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE IN CONJUNCTION WITH RE-SIDING;OR THAN 25 PERCENT A THE PIECES OF IN UNIT. 3 THE FOAM PLASTIC INSULATION HAS BEEN TESTED IN ACCORDANCE WITH SECTION R317.3 FASTENERS AND C WOOD FA IN HERS,INCLUDING PRESERVATIVE-TREATED AND WASHERS, A ND RYE BROOK NY 10573 m ACCORDANCE WITH UL 217 AND UL 2034. ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL R316 6 FIRE-RETARDANT-TREATED WOOD FASTENERS,INCLUDING NUTS AND WASHERS,AND T.(646)261-7166 R314.2 WHERE REQUIRED.SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE DWELLING UNIT.PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED WOOD AND FIRE-RETARDANT WITH THIS SECTION. REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND R316.5 8 RE-SIDING THE THERMAL BARRIER SPECIFIED IN SECTION TREATED WOOD SHALL BE IN ACCORDANCE WITH THIS SECTION THE COATING WEIGHTS E-MAIL: R314.2.1 NEW CONSTRUCTION.SMOKE ALARMS SHALL BE PROVIDED UPON ACTIVATION OF ONE ALARM.EXCEPTION:INTERCONNECTION OF SMOKE ALARMS IN R316 4 IS NOT REQUIRED WHERE THE FOAM PLASTIC INSULATION IS INSTALLED OVER FOR ZINC-COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.STAINLESS STEEL GESSIE a�GEOLIFLLC.COM IN DWELLING UNITS. EXISTING AREAS SHALL NOT BE REQUIRED WHERE ALTERATIONS OR REPAIRS DO NOT EXISTING EXTERIOR WALL FINISH IN CONJUNCTION WITH RE-SIDING PROVIDED THAT THE DRIVEN FASTENERS SHALL.BE IN ACCORDANCE WITH THE MATERIAL REQUIREMENTS OF ASTM F 1667 R317 31 FASTENERS FOR PRESERVATIVE-TREATED WOOD.FASTENERS,INCLUDING R314.2.2 ALTERATIONS,REPAIRS AND ADDITIONS.WHERE ALTERATIONS,REPAIRS RESULT IN REMOVAL OF INTERIOR WALL OR CEILING FINISHES EXPOSING THE FOAM PLASTIC HAS A THICKNESS OF NOT MORE THAN 0 5 INCH(12 7 MM)AND A NUTS AND WASHERS,FOR PRESERVATIVETREATED WOOD SHALL BE OF HOT-DIPPED, OR ADDITIONS REQUIRING A PERMIT OCCUR,OR WHERE ONE OR MORE SLEEPING STRUCTURE,UNLESS THERE IS AN ATTIC,CRAWL SPACE OR BASEMENT AVAILABLE THAT POTENTIAL HEAT OF NOT MORE THAN 2000 BTU PER SQUARE FOOT(22 720 KJ/M2)WHEN ZINC-COATED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER COATING CPAL ENGINEER: ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS,THE INDIVIDUAL COULD PROVIDE ACCESS FOR INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR TESTED IN ACCORDANCE WITH NFPA 259 SHALL AND BENIGHTSFORCONNWITH ECTORS RS IN CONTACT WITH ECTOR APRESERVATIVE-TREATED RECOMMENDATIONS.OD GABRI EL E.SENOR,P.C. DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS LOCATED AS REQUIRED FINISHES. R316 5 9 INTERIOR TRIM.THE THERMAL BARRIER SPECIFIED IN SECTION R316 4 IS NOT THE ABSENCE ACCORDANCE MANUFACTURERS RECOMMENDATIONS,A MINIMUM OF ASTM A DATIONE FOR NEW DWELLINGS. R314.5 COMBINATION ALARMS.COMBINATION SMOKE AND CARBON MONOXIDE ALARMS REQUIRED FOR EXPOSED FOAM PLASTIC INTERIOR TRIM,PROVIDED THAT ALL OF THE G185 ZINC-OOATEDGALVANIZED STEEL,OR EQUIVALENT,SHALL BE USED. 90 NORTH CENTRAL AVENUE EXCEPTIONS: SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. FOLLOWING ARE MET EXCEPTIONS 1.WORK INVOLVING THE EXTERIOR SURFACES OF DWELLINGS,SUCH AS THE R314.6 POWER SOURCE.SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM 1.1/2-INCH-DIAMETER(12.7 MM)OR GREATER STEEL BOLTS. HARTSDALE,NY 10530 REPLACEMENT OF ROOFING OR SIDING,THE ADDITION OR REPLACEMENT OF 1.THE DENSITY IS NOT LESS THAN 20 POUNDS PER CUBIC FOOT 2.FASTENERS OTHER TWIN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE T.914.422.0070 WINDOWS OR DOORS, AND,WHERE PRIMARY POWER IS INTERRUPTED,SHALL RECEIVE POWER FROM A (320 KG/M3). MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE OR THE ADDITION OF A PORCH OR DECK,ARE EXEMPT FROM THE REQUIREMENTS BATTERY.WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH 2•THE THICKNESS OF THE TRIM IS NOT MORE THAN 0 5 INCH(12 7 MM)AND THE WIDTH IS WITH ASTM B 695,CLASS 55 MINIMUM. E-MAIL: OF THIS SECTION. NOT MORE THAN 8 INCHES(204 MM) 3 PLAIN CARBON STEEL FASTENERS IN SBXIDOT AND ZINC BORATE PRESERVATIVE-TREATED EILEEN GESENOR.COM OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. WOOD IN AN INTERIM,DRY ENVIRONMENT SHALL BE PERMITTED 2.INSTALLATION,ALTERATION OR REPAIRS OF PLUMBING OR MECHANICAL SYSTEMS EXCEPTIONS: 3.THE INTERIOR TRIM SHALL NOT CONSTITUTE MORE THAN 10 PERCENT OF THE R317 3 2 FASTENINGS FOR WOOD FOUNDATIONS.FASTENINGS,INCLUDING NUTS AND ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. 1.SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHERE INSTALLED AGGREGATE WALL AND CEILING AREA OF ANY ROOM OR SPACE WASHERS,FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN AF&PA PWF. GENERAL CONTRACTOR: R314.3 LOCATION.SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING IN BUILDINGS WITHOUT COMMERCIAL POWER. R317.3.3 FASTENERS FOR FIRE-RETARDANT-TREATED WOOD USED IN EXTERIOR APPLICATIONS O LOCATIONS: 2.SMOKE ALARMS INSTALLED IN ACCORDANCE WITH SECTION R314.2.2 SHALL BE 4.THE FLAME SPREAD INDEX DOES NOT EXCEED 75 WHEN TESTED PER ASTM E 84 OR UL FI WET DAMP LOCATIONS.FASTENERS,INCLUDING NUTS AND WASHERS,FOR RE-RETA RDANTTREATED WWOOD USED IN EXTERIOR APPLICATIONS OR WET OR DAMP 1.IN EACH SLEEPING ROOM. PERMITTED TO BE BATTERY POWERED. 723.THE SMOKE-DEVELOPED INDEX IS NOT LIMITED LOCATIONS SHALL BE OF HOT-GIPPED,ZINC-COATED GALVANIZED STEEL,STAINLESS STEEL, 2.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE R314.7 FIRE ALARM SYSTEMS.FIRE ALARM SYSTEMS SHALL BE PERMITTED TO BE USED IN R316.5.10 INTERIOR FINISH FOAM PLASTICS SHALL BE PERMITTED AS INTERIOR FINISH SILICON BRONZE OR COPPER.FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE BEDROOMS. LIEU OF SMOKE ALARMS AND SHALL COMPLY WITH SECTIONS R314.7.1 THROUGH R314.7.4. PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WHERE APPROVED IN ACCORDANCE WITH SECTION R316 6 FOAM PLASTICS THAT ARE 3.ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND R314.7.1 GENERAL.FIRE ALARM SYSTEMS SHALL COMPLY WITH THE PROVISIONS OF THIS WEIGHTS IN ACCORDANCE WITH ASTM B 695,CLASS 55 MINIMUM HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72 SMOKE USED AS AN INTERIOR FINISH SHALL MEET THE FLAME SPREAD INDEX AND SMOKE-DEVELCFMID3.4 FASTENERS FOR FIRE-RETARDANT-TREATED WOOD USED IN INTERIOR APPLICATIONS . ATTICS.IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INDEX REQUIREMENTS OF SECTIONS R302 91 AND FASTENERS,INCLUDING NUTS AND WASHERS,FOR FIRE-RETARDANT-TREATED WOOD USED IN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM INSTALLED DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL 268.R314.7.2 LOCATION.SMOKE R302.9.2 INTERIOR LOCATIONS SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS DETECTORS SHALL BE INSTALLED IN THE LOCATIONS SPECIFIED IN SECTION R314.3. RECOMMENDATIONS IN THE ABSENCE OF THE MANUFACTURERS RECOMMENDATIONS, ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED R314.7.3 PERMANENT FIXTURE.WHERE A HOUSEHOLD FIRE ALARM SYSTEM IS INSTALLED, R316.5.11 SILL PLATES AND HEADERS FOAM PLASTIC SHALL BE PERMITTED TO BE SPRAY SECTION R317 3 3 SHALL APPLY THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. IT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY,OWNED BY THE APPLIED TO SILL PLATES AND HEADERS OR INSTALLED IN THE PERIMETER JOIST SPACE R317 4 PLASTIC COMPOSITES PLASTIC COMPOSITE EXTERIOR DECK BOARDS,STAIR TREADS. 4.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET(914 MM) HOMEOWNER. WITHOUT THE THERMAL BARRIER SPECIFIED IN SECTION R316 4 SUBJECT TO ALL OF THE GUARDS AND H CONTAINING wood,CELLULOSIC OR OTHER BIODEGRADABLE HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A R314.7.4 COMBINATION DETECTORS.COMBINATION SMOKE AND CARBON MONOXIDE FOLLOWING MATERIALS SHALLLL COC MPP LY WITH THE REQUIREMENTS of SECTION Rso7 3 BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE DETECTORS SHALL BE PERMITTED TO BE INSTALLED IN FIRE ALARM SYSTEMS IN LIEU OF 1.THE THICKNESS OF THE FOAM PLASTIC SHALL BE NOT MORE THAN 31/4 INCHES(83 MM) ALARM REQUIRED BY SECTION R314.3. SMOKE DETECTORS,PROVIDED THAT THEY ARE LISTED IN ACCORDANCE WITH UL 268 2.THE DENSITY OF THE FOAM PLASTIC SHALL BE IN THE RANGE OF 0 5 TO 2 0 POUNDS R314.3.1 INSTALLATION NEAR COOKING APPLIANCES.SMOKE ALARMS SHALL NOT BE AND UL 2075. PER CUBIC FOOT(8 TO 32 KG/M3) INSTALLED IN THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT 3.THE FOAM PLASTIC SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND AN PLACEMENT OF A SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3. ACCOMPANYING SMOKE-DEVELOPED 18. PROTECTION AGAINST SUBTERRANEAN TERMITES SECTION R318 1.IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20 FEFEETET(6096 ) ( ) MM)HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 16. FOAM PLASTIC SECTION R316 INDEX OF 450 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723 ) ( ) R318 1 SUBTERRANEAN TERMITE CONTROL METHODS IN AREAS SUBJECT TO DAMAGE FROM TERMITES AS 2.IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE R316.1 GENERAL.THE PROVISIONS OF THIS SECTION SHALL GOVERN THE MATERIALS, R316.5.12 SHEATHING FOAM PLASTIC INSULATION USED AS SHEATHING SHALL COMPLY INDICATED BY TABLE R301 2(1),METHODS OF PROTECTION SHALL BE ONE,OR A COMBINATION,OF THE INSTALLED LESS THAN 10 FEET(3048 MM)HORIZONTALLY FROM A PERMANENTLY DESIGN,APPLICATION,CONSTRUCTION AND INSTALLATIONOF FOAM PLASTIC MATERIALS. WITH SECTION R316 3 AND SECTION R316 4 WHERE THE FOAM PLASTIC SHEATHING IS FOLLOWING METHODS: INSTALLED COOKING R316.2 LABELING AND IDENTIFICATION.PACKAGES AND CONTAINERS OF FOAM PLASTIC EXPOSED TO THE ATTIC SPACE AT A GABLE OR KNEEWALL,THE PROVISIONS OF SECTION 1 CHEMICAL TERMITICIDE TREATMENT IN ACCORDANCE WITH SECTION APPLIANCE. R318 2 INSULATION AND FOAM PLASTIC INSULATION COMPONENTS DELIVERED TO THE JOB SITE R316.5.3 SHALL APPLY WHERE FOAM PLASTIC INSULATION IS USED AS EXTERIOR WALL 3.PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FEET SHEATHING ON FRAMED WALL ASSEMBLIES,IT SHALL COMPLY WITH SECTION R316 8 2 TERMITE BAITING RVATISYSTEM INSTALLED AND MAINTAINED IN ACCORDANCE WITHPROVISIONS THE LABEL. (1828 MM)HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. SHALL BEAR THE LABEL OF AN APPROVED AGENCY SHOWING THE MANUFACTURER'S 3 PRESSURE-PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH THE PROVISIONS OF SECTION R317 I. (1828 INTERCONNECTION.WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO NAME,THE PRODUCT LISTING,PRODUCT IDENTIFICATION AND INFORMATION SUFFICIENT R316.5.13 FLOORS THE THERMAL BARRIER SPECIFIED IN SECTION R316 4 IS NOT 4 NATURALLY DURABLE TERMITE-RESISTANT WOOD TO DETERMINE THAT THE END USE WILL COMPLY WITH THE REQUIREMENTS. REQUIRED TO BE INSTALLED ON THE WALKING SURFACE OF A STRUCTURAL FLOOR 5 PHYSICAL BARRIERS IN ACCORDANCE WITH SECTION R318 3 BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH R316.3 SURFACE BURNING CHARACTERISTICS.UNLESS OTHERWISE ALLOWED IN SYSTEM THAT CONTAINS FOAM PLASTIC INSULATION WHEN THE FOAM PLASTIC IS AND USED IN LOCATIONS AS SPECIFIED IN SECTION R3171 SECTION R314.3,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A 6 COLD-FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS SECTION R316.5,FOAM PLASTIC OR FOAM PLASTIC CORES USED AS A COMPONENT IN COVERED BY NOT MORE THAN A NOMINAL 1/2-INCH-THICK(12 7 MM)WOOD STRUCTURAL R505 2 1 AND R603.21, IN THE INDIVIDUAL DWELLING UNIT.PHYSICAL INTERCONNECTION OF SMOKE MANUFACTURED ASSEMBLIES USED IN BUILDING CONSTRUCTION SHALL HAVE A FLAME PANEL OR EQUIVALENT THE THERMAL BARRIER SPECIFIED IN SECTION R316 4 IS R318 1 1 QUALITY MARK LUMBER AND PLYWOOD REQUIRED TO BE PRESSURE-PRESERVATIVE TREATED IN SPREAD INDEX OF NOT REQUIRED ON THE UNDERSIDE OF THE STRUCTURAL FLOOR SYSTEM THAT CONTAINS R318 ACCORDANCE WITH SECTION 2 ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE R318.1 SMALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY THAT MAINTAINS INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM.EXCEPTION: MORE THAN AND SHALL HAVE A SMOKE-DEVELOPED INDEX NOT MORE THAN 450 FOAM PLASTIC INSULATION WHEN THE UNDERSIDE OF THE STRUCTURAL FLOOR SYSTEM CONTINUING SUPERVISION,TESTING AND INSPECTION OVER THE QUALITY OF THE PRODUCT AND THAT HAS WHEN TESTEDD IN THE MAXIMUM THICKNESSS AND DENSITY INTENDED FOR USE IN w to Z INTERCONNECTION OF SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE IS EXPOSED TO THE INTERIOR OF THE BUILDING R316 6 SPECIFIC APPROVAL FOAM BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH THE REQUIREMENTS OF THE a 0: ACCORDANCE WITH ASTM E 84 OR UL 723.LOOSE-FILL-TYPE FOAM PLASTIC INSULATION AMERICAN LUMBER STANDARD COMMITTEE TREATED WOOD PROGRAM 0 Q O REQUIRED WHERE ALTERATIONS OR REPAIRS DO NOT RESULT IN REMOVAL OF PLASTIC NOT MEETING THE REQUIREMENTS OF SECTIONS R316 3 THROUGH R316 5 SHALL SHALL BE TESTED AS BOARD STOCK FOR THE FLAME SPREAD INDEX AND R318 1 2 FIELD TREATMENT FIELD-CUT ENDS,NOTCHES AND DRILLED HOLES OF ? rL INTERIOR WALL OR CEILING FINISHES EXPOSING THE STRUCTURE,UNLESS THERE SMOKEDEVELOPED INDEX EXCEPTION:FOAM PLASTIC INSULATION MORE THAN 4 INCHES BE SPECIFICALLY APPROVED ON THE BASIS OF ONE OF THE FOLLOWING APPROVED PRESSURE-PRESERVATIVE-TREATED WOOD SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH o I IS AN ATTIC,CRAWL SPACE OR BASEMENT AVAILABLE THAT COULD PROVIDE TESTS:NFPA 286 WITH THE ACCEPTANCE CRITERIA OF AWPA M4 =!o a (102 MM)THICK SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 75 AND A > V ACCESS FOR INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR FINISHES. SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED AT A THICKNESS OF SECTION R302.9.4,FM 4880,UL 1040 OR UL 1715 OR FIRE TESTS RELATED TO ACTUAL R318.2 CHEMICAL TERMITICIDE TREATMENT CHEMICAL TERMITICIDE TREATMENT SHALL INCLUDE SOIL m D y R314.5 COMBINATION ALARMS.COMBINATION SMOKE AND CARBON MONOXIDE TREATMENT OR FIELD-APPLIED WOOD TREATMENT.THE CONCENTRATION,RATE OF APPLICATION AND w NOT MORE THAN 4 INCHES(102 MM),PROVIDED THAT THE END USE IS APPROVED IN END-USE CONFIGURATIONS APPROVAL SHALL BE BASED ON THE ACTUAL END-USE METHOD OF TREATMENT OF THE CHEMICAL TERMITICIDE SHALL BE IN STRICT WITH THE 0:co p ALARMS SHALL BE PERMITTED TO USED IN LIEU OF SMOKE ALARMS. ACCORDANCE WITH SECTION R316.6 USING THE THICKNESS AND DENSITY INTENDED FOR CONFIGURATION AND SHALL BE PERFORMED ON THE FINISHED FOAM PLASTIC ASSEMBLY TERMITTCIDE LABEL U.- R314.6 POWER SOURCE.SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER USE. IN THE MAXIMUM THICKNESS INTENDED FOR USE ASSEMBLIES TESTED SHALL INCLUDE R318 3 BARRIERS APPROVED PHYSICAL BARRIERS,SUCH AS METAL OR PLASTIC SHEETING OR COLLARS w FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL R316.4 THERMAL BARRIER.UNLESS OTHERWISE ALLOWED IN SECTION R316.5,FOAM SEAMS,JOINTS AND OTHER TYPICAL DETAILS USED IN THE INSTAL LA OF THE SPECIFICALLY DESIGNED FOR TERMITE PREVENTION,SHALL 8E INSTALLED IN AMANNER TO PREVENT U) SOURCE AND,WHERE PRIMARY POWER IS INTERRUPTED,SHALL RECEIVE POWER PLASTIC SHALL BE SEPARATED FROM THE INTERIOR OF A BUILDING BY AN APPROVED ASSEMBLY AND SHALL BE TESTED IN THE MANNER INTENDED FOR USE TERMITES FROM ENTERING THE STRUCTURE SHIELDS PLACED ON TOP OF AN EXTERIOR FOUNDATION co FROM A BATTERY.WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING THERMAL BARRIER OF NOT LESS THAN 1/2-INCH(12.7 MM)GYPSUM WALLBOARD, WALL ARE PERMITTED TO BE USED ONLY IF IN COMBINATION WITH ANOTHER METHOD OF PROTECTION SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. R316.7 TERMITE DAMAGE.THE USE OF FOAM PLASTICS IN AREAS OF-VERY HEAVY' R318 4 FOAM PLASTIC PROTECTION.IN AREAS WHERE THE PROBABILITY OF TERMITE INFESTATION IS'VERY EXCEPTIONS: 23/324NCH(18.2 MM)WOOD STRUCTURAL PANEL OR A MATERIAL THAT IS TESTED IN TERMITE INFESTATION PROBABILITY SHALL BE IN ACCORDANCE WITH SECTION R318 4 HEAVY'AS INDICATED IN FIGURE R301.2(6),EXTRUDED AND EXPANDED POLYSTYRENE, 1.SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHERE ACCORDANCE WITH AND MEETS THE ACCEPTANCE CRITERIA OF BOTH THE R316.8 WIND RESISTANCE FOAM PLASTIC INSULATION COMPLYING WITH ASTM C 578 AND POLYISOCYANURATE AND OTHER FOAM PLASTICS SHALL NOT BE INSTALLED ON THE EXTERIOR FACE OR TEMPERATURE TRANSMISSION FIRE TEST AND THE INTEGRITY FIRE TEST OF NFPA 275. UNDER INTERIOR OR EXTERIOR FOUNDATION WAILS OR SLAB FOUNDATIONS LOCATED BELOW GRADE THE a 0. INSTALLED IN BUILDINGS WITHOUT COMMERCIAL POWER. ASTM C 1289 AND USED AS EXTERIOR WALL SHEATHING ON FRAMED WALL ASSEMBLIES CLEARANCE R316.5 SPECIFIC REQUIREMENTS.THE FOLLOWING REQUIREMENTS SHALL APPLY TO BETWEEN FOAM PLASTICS INSTALLED ABOVE GRADE AND EXPOSED EARTH SHALL BE NOT LESS THAN 6 wp ow 2.SMOKE ALARMS INSTALLED IN ACCORDANCE WITH SECTION R314.2.2 SHALL BE THESE USES OF FOAM PLASTIC UNLESS SPECIFICALLY APPROVED IN ACCORDANCE WITH SHALL COMPLY WITH SBCA FS 100 FOR WIND PRESSURE RESISTANCE UNLESS INSTALLED PERMITTED TO BE BATTERY POWERED. DIRECTLY OVER A SHEATHING MATERIAL THAT IS SEPARATELY CAPABLE OF RESISTING INCHES(152 MM) O O R314.7 FIRE ALARM SYSTEMS.FIRE ALARM SYSTEMS SHALL BE PERMITTED TO BE SECTION R316.6 OR BY OTHER SECTIONS OF THE CODE OR THE REQUIREMENTS OF EXCEPTIONS z z C SECTIONS R316.2 THROUGH R316.4 HAVE BEEN MET.R316.5.1 MASONRY OR CONCRETE THE WIND LOAD OR OTHERWISE EXEMPTED FROM THE SCOPE OF SBCA FS 100 1 BUILDINGS WHERE THE STRUCTURAL MEMBERS OF WALLS,FLOORS,CEILINGS AND ROOFS ARE O F H USED IN LIEU OF SMOKE ALARMS AND SHALL COMPLY WITH SECTIONS R314.7.1 J J THROUGH R314.7.4. CONSTRUCTION.THE THERMAL BARRIER SPECIFIED IN SECTION R316.4 IS NOT REQUIRED 17 PR ENTIRELY of NONCOMBUSTIBLE MATERIALS OR PRESSURE-PRESERVATIVE-TREATED W000 p IN A MASONRY OR CONCRETE WALL,FLOOR OR ROOF WHEN THE FOAM PLASTIC )PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST 2 WHERE IN ADDITION TO THE REQUIREMENTS OF SECTION R318 1.AN APPROVED METHOD OF m m w R314.7.1 GENERAL.FIRE ALARM SYSTEMS SHALL COMPLY WITH THE PROVISIONS OF INSULATION IS SEPARATED FROM THE INTERIOR OF THE BUILDING BY NOT LESS THAN A DECAY(SECTION R317) 3 ON�THE INTERIOR SIDE PLASTIC BASEMENT AND STRUCTURE FROM SUBTERRANEAN TERMITE DAMAGE IS USED O O N THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 1-INCH(25 MM)THICKNESS OF O O 72.SMOKE DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL 268.R314.7.2 MASONRY OR CONCRETE. R317.1 LOCATION REQUIRED.PROTECTION OF WOOD AND WOODBASED PRODUCTS FROM DECAY SHALL BE cr cr LOCATION.SMOKE DETECTORS SHALL BE INSTALLED IN THE LOCATIONS SPECIFIED R316.5.2 ROOFING.THE THERMAL BARRIER SPECIFIED IN SECTION PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS m co IN SECTION R314.3. PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES,PRODUCT,PRESERVATIVE R314.7.3 PERMANENT FIXTURE.WHERE A HOUSEHOLD FIRE ALARM SYSTEM IS R316.4 IS NOT REQUIRED WHERE THE FOAM PLASTIC IN A ROOF ASSEMBLY OR UNDER A AND END USE PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U7 �It INSTALLED,IT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY,OWNED ROOF COVERING IS INSTALLED IN ACCORDANCE WITH THE CODE AND THE 1.WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18INCHES(457 TABLE R401.4.1:PRESUMPTIVE LOAD BEARING BY THE HOMEOWNER. MANUFACTURER'S INSTRUCTIONS AND IS SEPARATED FROM THE INTERIOR OF THE MM)OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES(305 MM)TO THE EXPOSED GROUND IN CRAWL BUILDING BY TONGUE-AND-GROOVE WOOD PLANKS OR WOOD STRUCTURAL PANEL SPACES OR UNEXCAVATEO AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION VALUES OF FOUNDATION MATERIALS R314.7.4 COMBINATION DETECTORS.COMBINATION SMOKE AND CARBON MONOXIDE SHEATHING,IN ACCORDANCE WITH SECTION R803,THAT IS NOT LESS THAN 15/32 INCH 2.WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND N N DETECTORS SHALL BE PERMITTED TO BE INSTALLED IN FIRE ALARM SYSTEMS IN ARE LESS THAN 8INCHIES(203 MM)FROM THE EXPOSED GROUND (11.9 MM)THICK BONDED WITH EXTERIOR GLUE,IDENTIFIED AS EXPOSURE 1 AND WITH CLASS OF MATERIAL LOAD-BEARING PRESSURE(#/FT) LIEU OF SMOKE DETECTORS,PROVIDED THAT THEY ARE LISTED IN ACCORDANCE EDGES SUPPORTED BY BLOCKING OR TONGUE-AND-GROOVE JOINTS OR AN EQUIVALENT 3.SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE @ R Q WITH UL 268 GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER '8 co co p AND UL 2075. MATERIAL.THE SMOKE-DEVELOPED INDEX FOR ROOF APPLICATIONS SHALL NOT BE 4.THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CRYSTALLINE BEDROCK 12,000 a$c& LIMITED. CLEARANCES OF LESS THAN 1/2 INCH(12 7 MM)ON TOPS,SIDES AND ENDS R316.5.3 ATTICS.THE THERMAL BARRIER SPECIFIED IN SECTION 5.WOOD SIDING,SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE R316.4 IS NOT REQUIRED WHERE ALL OF THE FOLLOWING APPLY: OF LESS THAN 6INCHIES(152 MM)FROM THE GROUND OR LESS THAN PROPOSED 14-Xl8'IN-GROUND SEDIMENTARY&FOLIATED ROCK 4,000 1.ATTIC ACCESS IS REQUIRED BY SECTION R807.1. (51 MM)MEASURED VERTICALLY FROM CONCRETE STEPS,PORCH SLABS,PATICGUNNITE POOLLR p HORIZONTAL SURFACES EXPOSED TO THE WEATHER Z 2.THE SPACE IS ENTERED ONLY FOR PURPOSES OF REPAIRS OR 6.WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE SANDY GRAVEL AND/OR GRAVEL 3.000 N. MAINTENANCE. EXPOSED TO THE WEATHER,SUCH AS CONCRETE OR MASONRY SLABS,UNLESS SEPARATED FROM SUCH 3.THE FOAM PLASTIC INSULATION HAS BEEN TESTED IN ACCORDANCE WITH SECTION FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER SAND SILTY SAND,CLAYEY SAND, w , 7.W000 FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF 2,000 15.)CARBON MONOXIDE ALARMS(SECTION R315.1.2.3.4.5.6.) R316.6 R THE FOAM PLASTIC INSULATION IS PROTECTED AGAINST IGNITION USING ONE EXTERIOR MASONRY WAITS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR SILTY GRAVEL&CLAYEY GRAVEL R314.1 GENERAL.SMOKE ALARMS SHALL COMPLY WITH NFPA 72 RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS CLAY,SANDY CLAY,SILTY CLAY, AND SECTION R314. FOLLOWING IGNITION BARRIER MATERIALS: R317.1.1 FIELD TREATMENT FIELD-CUT ENDS,NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED 1.`� PROJECT DESIGNER 3.1.11R-INCH-THICK(38 MM)MINERAL FIBER INSULATION. wood SMALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4 CLAYEY SILT,SILT AND SANDY SILT R314.1.1 LISTINGS.SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217. R317.1I GROUND CONTACT ALL WOOD IN CONTACT WITH THE GROUND,EMBEDDED IN CONCRETE IN c. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000PSI ,ze Mllot Shala COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN 3.2.1/4-INCH-THICK(6.4 WOOD STRUCTURAL PANELS. DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE EXPOSED TO THE WEATHER THAT .) '%w"Uwa,.wco '- ACCORDANCE WITH UL 217 AND UL 2034. 3.3.3/8-INCH(9.5 MM)PARTICLEBOARD. SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN d)ALL EXTERIOR WALLS SHALL BE SUPPORTED ON CONCRETE FOOTINGS FOOTINGS R314.2 WHERE REQUIRED.SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE 3.4.1/4-INCH(6.4 MM)HARDBOARD. OCCUPANCY SHALL BE APPROVED PRESSURE-PRESERVATIVE-TREATED WOOD SUITABLE FOR GROUND SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL f•", 3.5.3/8-INCH(9.5 MM)GYPSUM BOARD. CONTACT USE,EXCEPT THAT UNTREATED WOOD USED ENTIRELY BELOW GROUNDWATER LEVEL OR : WITH THIS SECTION. e.)ALL EXTERIOR FOOTINGS 8 FOUNDATIONS SYSTEMS SHALL EXTEND BELOW THE 3.6.CORROSION-RESISTANT STEEL HAVING A BASE METAL THICKNESS OF 0.016 INCH CONTINUOUSLY SUBMERGED IN FRESH WATER SHALL NOT BE R314.2.1 NEW CONSTRUCTION.SMOKE ALARMS SHALL BE PROVIDED REQUIRED TO BE PRESSURE-PRESERVATIVE TREATED FROST LINE(42").ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12"BELOW .11 (0.406 MM). 11 IN DWELLING UNITS. 3.7.11R-INCH-THICK(38 MM)CELLULOSE INSULATION; R317.1.3 GEOGRAPHICAL AREAS IN GEOGRAPHICAL AREAS WHERE EXPERIENCE HAS DEMONSTRATEDA THE UNDISTURBED GROUND R314.2.2 ALTERATIONS,REPAIRS AND ADDITIONS.WHERE ALTERATIONS,REPAIRS SPECIFIC NEED,APPROVED NATURALLY DURABLE OR PRESSURE-PRESERVATIVETRF-ATED WOOD SHALL BE `"-___✓' OR ADDITIONS REQUIRING A PERMIT OCCUR,OR WHERE ONE OR MORE SLEEPING OR USED FOR THOSE PORTIONS OF WOOD f) CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 6700 MrQW Am S"*K.P,.w.asb tiy'N7r ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS,THE INDIVIDUAL 3.8.1/4-INCH(6.4 MM)FIBER-CEMENT PANEL,SOFFIT MEMBERS THAT FORM THE STRUCTURAL SUPPORTS OF BUILDINGS,BALCONIES,PORCHES OR SIMILAR 318 OR ACI 530/ASCE 5/TMS 402 •TV:1016%A i au A712132 OR BACKER BOARD. PERMANENT BUILDING APPURTENANCES WHEN THOSE MEMBERS ARE EXPOSED TO THE WEATHER F cr^•.�,r,b,,z.t.,.r.,�,e�rcc a, ••sth+wC." DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS LOCATED AS REQUIRED WITHOUT ADEQUATE PROTECTION FROM A ROOF,EAVE,OVERHANG OR g)THE WOOD SOLE PLATE AT EXTERIOR WALLS IO MONOLITHIC SLABS AND PACE SILL � THE IGNITION BARRIER IS NOT REQUIRED WHERE THE FOAM PLASTIC INSULATION HAS PLATE SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPACED A E co+cE +a v... FOR NEW DWELLINGS. OTHER COVERING THAT WOULD PREVENT MOISTURE OR WATER ACCUMULATION ON THE SURFACE OR AT Oy�,q „ECE�u EXCEPTIONS: BEEN TESTED IN ACCORDANCE WITH SECTION JOINTS BETWEEN MEMBERS DEPENDING ON LOCAL EXPERIENCE,SUCH MEMBERS MAY INCLUDE MAXIMUM OF 6'O C ANCHOR BOLTS SHALL ALSO BE LOCATED WITHIN 12"FROM THE e�°o 51"A:EL r .ww R316.6. �r,Drr ge_ &P.0mag Do 1.WORK INVOLVING THE EXTERIOR SURFACES OF DWELLINGS,SUCH AS THE 1.HORIZONTAL MEMBERS SUCH AS GIRDERS,JOISTS AND DECKING ENDS OF EACH PLATE SECTION BOLTS SHALL BEAT LEAST 1R"DIA AND SHALL ,y t a rseuieD�°f w,�°'p�M�`GO 0 R316.5.4 CRAWL SPACES.THE THERMAL BARRIER SPECIFIED IN SECTION R316.4 IS NOT 2.VERTICAL MEMBERS SUCH AS POSTS,POLES AND COLUMNS EXTEND A MINIMUM OF 7"INTO CONCRETE fA ATELEA ,��, 0 REPLACEMENT OF ROOFING OR SIDING,THE ADDITION OR REPLACEMENT OF „-"„:r.,,,.,E- cc REQUIRED WHERE ALL OF THE FOLLOWING 3.BOTH HORIZONTAL AND VERTICAL MEMBERS `d , G�s°s;ay�_ m WINDOWS OR DOORS, APPLY: R317.1.4 WOOD COLUMNS WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE h)CONCRETE FOUNDATION WALLS SHALL EXTEND ABOVE FINISHED GRADE ADJACENT ' 0 1Ns�oD�*._AL i ea eE 3Le.E r - Cd opwr OR THE ADDITION OF A PORCH OR DECK ARE EXEMPT FROM THE RE UIREMENTSCO, rc Q OR APPROVED PRESSURE-PRESERVATIVE-TREATED WOOD TO THE FOUNDATION AT ALL POINTS A MINIMUM OF 4"WHERE MASONRY VENEER IS �-` COcD A o,.•SE<,5o,.c 1.CRAWL SPACE ACCESS IS REQUIRED BY SECTION R4O6.4. y uED" COIN DR$+'fEM S OF THIS SECTION. EXCEPTIONS USED AND MINIMUM OF 6"ELSEWHERE ' �,• CO AF rEurE•• °'`ALL 2.ENTRY IS MADE ONLY FOR PURPOSES OF REPAIRS OR MAINTENANCE. Z efi/+�CED.r..i' E 7 E. 1.COLUMNS EXPOSED TO THE WEATHER OR IN BASEMENTS WHERE SUPPORTED BY CONCRETE PIERS OR % w.rEE>+D r-E AtCV�Ac,2.INSTALLATION,ALTERATION OR REPAIRS OF PLUMBING OR MECHANICAL SYSTEMS 3.THE FOAM PLASTIC INSULATION HAS BEEN TESTED IN ACCORDANCE WITH SECTION METAL PEDESTALS PROJECTING 1 INCH(25 MM)ABOVE A CONCRETE FLOOR OR 6 INCHES(152 MM)ABOVE I) BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT �qrH cL.t,E(: TADS}N GE�E�K a ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN ��t�_.,c.swuw u ma it S R316.6 OR THE FOAM PLASTIC INSULATION IS PROTECTED AGAINST IGNITION USING ONE EXPOSED EARTH AND THE EARTH IS COVERED BY AN APPROVED IMPERVIOUS MOISTURE BARRIER R314.3 LOCATION.SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING 2.COLUMNS IN ENCLOSED CRAWL SPACES OR UNEXCAVATEOARFAS LOCATED WITHIN THE PERIPHERY OF Y OF THE FOLLOWING IGNITION BARRIER MATERIALS: SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL LOCATIONS: THE BUILDING WHEN SUPPORTED BY A CONCRETE PIER OR METAL PEDESTAL AT A HEIGHT MORE THAN 8 _.7 1.IN EACH SLEEPING ROOM. 3.1.11R-INCH-THICK(38 MM)MINERAL FIBER INSULATION; INCHES(203 MM)FROM EXPOSED EARTH AND THE EARTH IS COVERED BY AN IMPERVIOUS MOISTURE )) WOOD SILL PLATES SHALL BE A MINIMUM OF 2"X4"NOMINAL LUMBER 'y'"T - -,..'°* I 3 2.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE 3.2.1/4-INCH-THICK(6.4 MM)WOOD STRUCTURAL PANELS; BARRIER ; yet ;-d.,� .:`i _� !; 3.3.3/8-INCH(9.5 MM)PARTICLEBOARD; 3.DECK POSTS SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING NOT LESS THAN 1 k)DRAINS SHALL BE PROVIDED AROUND ALL CONCRETE FOUNDATIONS THAT RETAIN -4 ' „N.�� 1 0 BEDROOMS. 3.4.1/4-INCH(6.4 MM)HARDBOARD: INCH(25 MM)ABOVE A CONCRETE FLOOR OR 6 INCHES(152 MM) EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE � a "O> "% t 3.ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND 3.5.3/8-INCH(9.5 MM)GYPSUM BOARD;OR ABOVE EXPOSED EARTH DRAINAGE TILES,GRAVEL OR CRUSHED STONE DRAINS,OR PERFORATED PIPE SHALL ��. �9 = HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE R317.1.5 EXPOSED GLUED-LAMINATED TIMBERS THE PORTIONS OF GLUED•LAMINATED TIMBERS THAT BE INSTALLED AT OR BELOW THE AREA TO BE PROTECTED AND SHALL DISCHARGE BY 3.6.CORROSION-RESISTANT STEEL HAVING A BASE METAL ATTICS.IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO GRAVITY GRAVEL OR CRUSHED STONE DRAINS SHALL EXTEND AT LEAST V BEOND �J THICKNESS OF 0.016 INCH(0.406 MM). WEATHER AND NOT PROPERLY PROTECTED BY A ROOF,EAVE OR SIMILAR COVERING SHALL BE PRESSURE Y I j m INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM INSTALLED THE OUTSIDE EDGE OF THE FOOTING AND 6"ABOVE THE TOP OF THE FOOTING ANO BE b; ,��,_ ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED R316.5.5 FOAM-FILLED EXTERIOR DOORS.FOAM-FILLED EXTERIOR TREATED WITH PRESERVATIVE,OR BE MANUFACTURED FROM NATURALLY DURABLE OR _�.0 DOORS ARE EXEMPT FROM THE REQUIREMENTS OF SECTIONS PRESERVATIVETREATED WOOD COVERED WITH AN APPROVED FILTER MEMBRANE MATERIAL "I THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. R317.2 QUALITY MARK LUMBER AND PLYWOOD REQUIRED TO BE PRESSURE-PRESERVATIVE TREATED IN 48 - o}, , R316.3 AND R316.4. 0 4.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET(914 MM) ACCORDANCE WITH SECTION I FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE JOL� � HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A DETAR316.CHED GARAGE DOORS.FOAM-FILLED GARAGE DOORS IN ATTACHED OR R318.1 SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY THAT MAINTAINS ) SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED FROM THE TOP OF THE 7 ��`' BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE DETACHED GARAGES ARE EXEMPT FROM THE REQUIREMENTS OF SECTIONS R316.3 AND CONTINUING SUPERVISION,TESTING AND INSPECTION OVER THE QUALITY OF THE PRODUCT AND THAT HAS FOOTING TO THE FINISHED GRADE ELASTOMERIC WATERPROOFING SHALL BE Ill����BOOK e)13 8 ALARM REQUIRED BY SECTION R314.3. R316.4. BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH THE REQUIREMENTS OF THE APPLIED TO ALL CONCRETE WALLS BELOW GRADE ► • ti • T s R314.3.1 INSTALLATION NEAR COOKING APPLIANCES.SMOKE ALARMS SHALL NOT BE R316.5.7 FOAM BACKER BOARD.THE THERMAL BARRIER SPECIFIED IN SECTION R316.4 IS AMERICAN LUMBER STANDARD COMMITTEE TREATED WOOD PROGRAM /,�1�T1,l�-1��S1.�,1 Ill\ )8 NOT REQUIRED WHERE SIDING BACKER BOARD FOAM PLASTIC INSULATION HAS A R317.2.1 REQUIRED INFORMATION THE REQUIRED QUALITY MARK ON EACH PIECE OF PLACEMEND IN THE FOLLOWING T N OF A SMOKE AIARLOCM IN ATIONS LOCATIESS THIS WOULD PREVENT ON REQUIRED BY SECTION R314.3. THICKNESS OF NOT MORE THAN 0.5 INCH(12.7 MM)AND A POTENTIAL HEAT OF NOT MORE INFORMATION PRESSURE-PRESERVATIVE-TREATED LUMBER OR PLYWOOD SHALL CONTAIN THE FOLLOWING ���,���'�� LOT ` i THAN 2000 BTU PER SQUARE FOOT(22 720 KJ/M2)WHEN TESTED IN ACCORDANCE WITH 1.IDENTIFICATION OF THE TREATING PLANT (,t����,(,�IyI1 I.I��\�,1. H 1.IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20 FEET(6096 NFPA 259 PROVIDED THAT: 2.TYPE OF PRESERVATIVE i ) T i ; W MM)HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 3.THE MINIMUM PRESERVATIVE RETENTION a 2.IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE 4.END USE FOR WHICH THE PRODUCT WAS TREATED I�1 ) 1 a INSTALLED LESS THAN 10 FEET(3048 MM)HORIZONTALLY FROM A PERMANENTLY S.STANDARD TO WHICH THE PRODUCT WAS TREATED 1 ABUTA IONS PA(Illi Ill, 5 INSTALLED COOKING 6.IDENTITY OF THE APPROVED INSPECTION AGENCY q APPLIANCE. 7.THE DESIGNATION'DRY,-IF APPLICABLE SEAL 8 SIGNATURE DATE:08/15/2022 o -- f PROJECT NQ:2022.03 - 3 DRAWN BY.M S 3 CHECKED BY-JC A DRAWING NO 0 W a 14.......,............- A-t).9.() s ) - � WALL CONSTRUCTION WALL COVERINGS q.) THE FIREPLACES SHALL HAVE A MINIMIMUM FIREBOX DEPTH OF 2T.THE 2.) FLOORS f.) ENDS OF CEILING JOISTS SHALL BE LAPPED A MINIMUM OF 3"OR BUTTED THROAT SHALL NOT BE LESS THAN 8"ABOVE THE FIREPLACE OPENING.THE a.)FLOOR CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS AND OF a.) LOAD BEARING DIMENSION LUMBER FOR STUDS,PLATES,AND HEADERS a.)INTERIOR FINISHES AND MATERIALS SHALL CONFORM TO THE FLAME OVER BEARING PARTITIONS OR BEAMS AND TOENAILED TO THE BEARING THROAT OPENING SHALL NOT LESS THAN 4"IN DEPTH.THE TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. SHALL BE IDENTIFIED BY A GRADE MARK OF LUMBER GRADING OR SPREAD AND SMOKE-DENSITY REQUIREMENTS OF SECTION R319(#18 OF MEMBER.WHEN CEILING JOISTS ARE USED TO PROVIDE RESISTANCE TO CROSS-SECTIONAL AREA OF THE PASSAGEWAY ABOVE THE FIREBOX, IL INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION "DESIGN COMPLIANCE..-) RAFTER THRUST,LAPPED JOISTS SHALL BE NAILED TOGETHER IN INCLUDING THE THROAT,DAMPER AND SMOKE CHAMBER SHALL NOT BE OWNER: . b.)LOAD BEARING DIMENSION LUMBER FOR JOISTS,BEAMS,AND GIRDERS SHALL BE BODY THAT COMPLIES WITH DOC PS20. ACCORDANCE WITH TABLE R602.3(1)AND BUTTED JOISTS SHALL BE TIED LESS THAN THE CROSS-SECTIONAL AREA OF THE FLUE. IDENTIFIED BYA GRADE MARK OF LUMBER GRADING OR INSPECTION AGENCY THAT GESTHIMANI KOULOUKIS HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. 4.) GYPSUM BOARD TOGETHER IN A MANNER TO RESIST SUCH THRUST. 48 ROCK RIDGE DRIVE BLOCKING SHALL BE A MINIMUM UTILITY GRADE LUMBER.SUBFLOORING MAY BE A �) STUDS SHALL BE#2 SPRUCE-PINE-FIR GRADE LUMBER a.)ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO r) MASONRY OVER A FIREPLACE OPENING SHALL BE SUPPORT BY A ALL CEILING JOIST SPANS MUST BE IN ACCORDANCE WITH TABLES R802.4(1) NON-COMBUSTIBLE LINTEL BEARING 5 MINIMUM UTILITY GRADE LUMBER OR NO.4 COMMON GRADE BOARDS. c.) EXTERIOR WOOD FRAME WALLS SHALL BE DESIGNED AND CONSTRUCTED ASTM C 36,C 79,C 475,C 514,C 630,C 931,C 960,C 1002,C 1047,C 1177,C 9) EACH SIDE.THE RYE BROOK NY 10573 AND R802.4(2). THROAT OR DAMPER SHALL BE 8"MINI MINIMUM MUM ABOVE HE LINTEL. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED WOOD IN ACCORDANCE WITH THE CHAPTER 6 OF THE NY BUILDING CODE AND 1178,C 1278,AND C 1395 AND SHALL BE INSTALLED IN ACCORDANCE WITH T.(646)261-7166 THE PROVISIONS OF THIS SECTION ADHESIVES FOR THE INSTALLATION OF SPANS FOR RAFTERS SHALL BE IN ACCORDANCE WITH TABLES R8o2.5(1) E-MAIL: WOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5055. FIGURES NTS OF AND R602WA OR IN ACCORDANCE WITH AF&PA/NAN GYPSUM BOARD SHALL CONFORM TO ASTM C 557. THROUGH R802.5.1(8).THE SPAN OF EACH RAFTER SHALL BE MEASURED s.) A FERROUS METAL DAMPER LOCATED AT LEAST 8"ABOVE THE FIREPLACE COMPONENTS OF EXTERIOR WALLS SHALL BE FASTENED R ACCORDANCE ALONG THE HORIZONTAL PROJECTION OF THE RAFTER OPENING SHALL BE USED.THE DAMPER SHALL BE OPERABLE FROM THE GESSIE EOLIFLLC.COM a)FLOORS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH HE WITH TABLES R602.3(1)THROUGH R602.3(4).ALL EXTERIOR WOOD FRAME PROVISIONS OF CHAPTER 5 OF THE NYS RESIDENTIAL CODE,THE CODE'S FIGURE WALLS SHALL BE CONSTRUCTED WITH 2X6 16"O.C. b•)WOOD FRAMING SUPPORTING GYPSUM BOARD SHALL NOT BE LESS THAN 2" ROOM THE FIREPLACE SERVES. R502.2 OR IN ACCORDANCE WITH AF&PA/NDS. NOMINAL THICKNESS IN THE LEAST DIMENSION EXCEPT THAT WOOD h.) RAFTERS AND CEILING JOISTS HAVING A DEPTH-TO-THICKNESS RATIO d.) WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE FURRING STRIPS NOT LESS THAN VX2"NOMINAL DIMENSION MAY BE USED EXCEEDING 5 TO 1 BASED ON NOMINAL DIMENSIONS SHALL BE PROVIDED t.) SMOKE CHAMBER SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS OR CML ENGINEER: d.)SPANS FOR FLOOR JOISTS SHALL BE IN ACCORDANCE WITH WITH TABLES INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS OVER SOLID BACKING OR FRAMING SPACED NOT MORE THAN 24"O.C. WITH LATERAL SUPPORT AT POINTS OF BEARING TO PREVENT ROTATION HOLLOW MASONRY UNITS GROUTED SOLID.CORBELING OF MASONRY R502.3.1(1)AND R502.3.1(2). RAFTERS AND CEILING JOISTS HAVE A DEPTH-TO-THICKNESS RATIO UNITS SHALL NOT LEAVE UNIT CORES EXPOSED TO THE INSIDE OF THE GABRIEL E.SENOR,P.C. TABLE R502.3.1(1)SHALL BE UTILIZED TO DETERMINE THE MAXIMUM WITH BEARING PARTITIONS.END JOINTS IN TOP PLATE SHALL BE OFFSET c.)MAXIMUM SPACING OF SUPPORTS AND THE SIZE AND SPACING OF EXCEEDING 6 TO 1 BASED ON NOMINAL DIMENSIONS SHALL BE SUPPORTED SMOKE CHAMBER. 90 NORTH CENTRAL AVENUE AT LEAST 24". FASTENERS USED TO ATTACH GYPSUM BOARD SHALL COMPLY WITH TAB ALLOWABLE SPAN OF FLOOR JOISTS THAT SUPPORT SLEEPING AREAS AND LE LATERALLY BY SOLID BLOCKING,DIAGONAL BRIDGING OR A CONTINUOUS HARTSDALE,NY 10530 ATTICS THAT ARE ACCESSED BY MEANS OF A FIXED STAIRWAY PROVIDED e.) WHERE JOISTS,TRUSSES,OR RAFTERS ARE SPACED MORE THAN 16"O.C. R702.3.5.GYPSUM BOARD SHALL BE APPLIED AT RIGHT ANGLES OR 1"X3'W000 STRIP NAILED ACROSS THE RAFTERS TO CEILING JOIST AT u.) THE INSIDE HEIGHT OF THE SMOKE CHAMBER FROM THE FIREPLACE THAT THE DESIGN LIVE LOAD DOES NOT EXCEED 3OPSF AND THE DESIGN AND THE BEARING STUDS BELOW ARE SPACED 24"O.C.,SUCH MEMBERS PARALLEL TO FRAMING MEMBERS.ALL EDGES AND ENDS SHALL OCCUR ON INTERVALS NOT EXCEEDING 8'. THROAT TO THE BEGINNING OF THE FLUE SHALL NOT BE GREATER THAN T.914.422.0070 DEAD LOAD DOES NOT EXCEED 10PSF.THE ALLOWABLE SPAN OF CEILING SHALL BEAR WITHIN 5"OF THE STUDS BENEATH. THE FRAMING MEMBERS,EXCEPT THOSE EDGES AND ENDS THAT ARE THE INSIDE WIDTH OF THE FIREPLACE OPENING THE INSIDE SURFACE OF E-MAIL: JOISTS THAT SUPPORT ATTICS UTILIZED FOR LIMITED STORAGE OR NO PERPENDICULAR TO THE FRAMING MEMBERS.INTERIOR GYPSUM ) SPANS FOR RAFTERS SHALL BE IN ACCORDANCE WITH TABLES R802 5.1(1) THE SMOKE CHAMBER SHALL NOT BE INCLINED MORE THAN 30 DEGREES STORAGE SHALL BE DETERMINED IN ACCORDANCE WITH SECTION R802.4 f.) STUDS SHALL HAVE FULL BEARING ON A NOMINAL 2X OR LARGER PLATE OR BOARDSHALL NOT BE INSTALLED WHERE IT IS EXPOSED TO THE WEATHER. i. THROUGH RRAFT RAFTERS THE SPAN OF EACH RAFTER SHALL BE MEASURED FROM VERTICAL WHEN THE CHAMBER IS FORMED BY CORBELED MASONRY EILEEN ,GESENOR.COM OF THE NYS RESIDENTIAL CODE. SILL HAVING A WIDTH AT LEAST EQUAL TO WIDTH OF THE STUDS. ALONG THE HORIZONTAL PROJECTION OF THE RAFTER. TABLE R502.3.1(2)SHALL BE UTILIZED TO DETERMINE THE MAXIMUM g.) INTERIOR LOAD-BEARING WALLS SHALL CONSTRUCTED,FRAMED AND d.)SCREWS FOR ATTACHING GYPSUM BOARD TO WOOD FRAMING SHALL BE v) HEARTHS AND EXTENSIONS SHALL BE CONSTRUCTED OF CONCRETE OR GENERAL CONTRACTOR: ALLOWABLE SPAN OF FLOOR JOISTS THAT SUPPORT ALL AREAS OF THE FIREBLOCKED AS SPECIFIED FOR EXTERIOR WALLS. TYPE W OR TYPE S IN ACCORDANCE WITH ASTM C 1002 AND SHALL I.) THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN MASONRY,SUPPORTED BY NON-COMBUSTIBLE MATERIALS AND BUILDING,OTHER THAN SLEEPING AND ATTICS,PROVIDED THAT EA h.) INTERIOR NON-BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 STUDS PENETRATE THE WOOD NOT LESS THAN 5/8". 1 1/2"OF BEARING ON WOOD. REINFORCED TO CARRY THEIR OWN WEIGHT AND ALL IMPOSED LOADS.NO DESIGN LIVE LOAD DOES NOT EXCEED 40PSF AND THE DESIGN DEAD LOAD SPACED 16"O.C.WITH NO SPACING GREATER THAN 24-O.C.INTERIOR COMBUSTIBLE MATERIAL SHALL REMAIN AGAINST THE UNDERSIDE OF DOES NOT EXCEED 10PSF. NON-BEARING WALLS SHALL BE FIREBLOCKED IN ACCORDANCE WITH EXTERIOR COVERING k.) NOTCHES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL EXCEED HEARTHS OR HEARTH EXTENSIONS AFTER CONSTRUCTION SECTION 602.8. F THE P M A T LONGER THAN 1 F e.)THE ENDS OF EACH JOIST,SEAM,OR GIRDER SHALL HAVE NOT LESS THAN a.)EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A 1/6 O E DEPTH OF THE EMBER,SHALL NO BE LO GE /3 O MINIMUM THICKNESS OF HEARTHS IS 4"AND MINIMUM THICKNESS OF 1.5"OF BEARING ON W000 OR METAL AND NOT LESS THAN 3"ON 0 ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE HEARTH EXTENSIONS IS 2" NOTCHED TO A DEPTH NOT EXCEEDING 25%OF ITS WIDTH.STUDS IN WEATHER-RESISTANT EXTERIOR WALL ENVELOPE.THE EXTERIOR WALL 1/3 OF THE SPAN.NOTCHES AT THE ENDS OF THE MEMBER SHALL EXCEED HEARTH EXTENSIONS SHALL EXTEND AT LEAST 16"IN FRONT OF AND AT MASONRY OR CONCRETE EXCEPT WHERE SUPPORTED ON A 1X4 BY NONBEARDING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED ENVELOPE SHALL INCLUDE FLASHING.THE EXTERIOR WALL ENVELOPE 1/4 THE DEPTH OF THE MEMBER.HE TENSION SIDE OF MEMBERS 4"OR LEAST 8"BEYOND EACH SIDE OF THE FIREPLACE OPENING.WHERE THE RIBBON STRIP AND NAILED TO THE ADJACENT STUD OR BY THE USE OF 40%OF A SINGLE STUD WIDTH.ANY STUD MAY BE BORED OR DRILLED, SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT AT THE FIREPLACE OPENING IS 6SF OR LARGER,THE HEARTH EXTENSION SHALL APPROVED JOIST HANGERS. PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO GREATER ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A ENDS OF THE MEMBERS.THE DIAMETER OF THE HOLES BORED OR CUT EXTEND AT LEAST 20"IN FRONT AND 12"BEYOND THE SIDES. f.) JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS BY BY FULL DEPTH THAN 40%OF THE STUD WIDTH,THE EDGE OF THE HOLE IS NO CLSER THAN WATER-RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER. INTO MEMBERS SHALL NOT EXCEED 1/3 THE DEPTH OF THE MEMBER SOLID BLOCKING NOT LESS THAN 2"NOMINAL IN THICKNESS;OR BY 5/8"TO THE EDGE OF THE STUD,AND THE HOLE IS NOT LOCATED IN THE HOLES SHALL NOT BE CLOSER THAN 2"TO THE TOP OR BOTTOM OF THE ATTACHMENT TO A HEADER,BAND,OR RIM JOIST,OR TO AN ADJOINING SAME SECTION AS A CUT OR NOTCH. WOOD/CEDAR SHINGLES MEMBER,OR TO ANY OTHER HOLE LOCATED IN THE MEMBER.WHERE THE w) WOODWORK OR OTHER COMBUSTIBLE MATERIALS SHALL NOT BE PLACED STUD:OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO MEMBER IS ALSO NOTCHED,THE HOLE SHALL NOT BE CLOSER THAN 2"TO WITHIN 6"OF THE FIREPLACE OPEINING COMBUSTIBLE MATERIAL WITHIN PREVENT ROTATION. j.) WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR a.)WOOD SHINGLES SHALL CONFORM TO CSSB"GRADING RULES FOR WOOD SHAKES AND THE NOTCH. 12"OF THE OPENING SHALL NOT PROJECT MORE THAN 118"FOR EACH 1- WALL OR INTERIOR LOAD-BEARING WALL,NECESSITATING CUTTING, SHINGLES." DISTANCE FROM SUCH OPENING. g.)STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT,BORED OR NOTCHED DRILLING,OR NOTCHING OF THE TOP PLATE BY MORE THAN 50%OF ITS I.) OPENINGS IN ROOF AND CEILING FRAMING SHALL BE FRAMED WITH IN EXCESS OF THE LIMITATIONS SPECIFIED IN R502.8 OF THE NYS WIDTH,A GALVANIZED METAL TIE OF NOT LESS THAN.054"THICK(16GA) b.)WOOD SHINGLES SHALL BE APPLIED SINGLE-COURSE OVER NOMINAL 1/2" A T RESIDENTIAL CODE. AND 1.5"WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH WOOD-BASED SHEATHING A WEATHER RESISTANT PERMEABLE MEMBRANE SHALL BE D HEADER AND D T HEADER JOIST MAYRIMMER JOISTS.WHEN N A SINGLE MEMBER THE SAME SIZE THE HEADER JOIST SPAN DOES NOT x) THE EXTERIOR AIR INTAKE SHALL BE CAPABLE OF PROVIDING ALL EXCEED SIDE OF THE OPENING WITH NOT LESS THAN EIGHT 16d NAILS AT EACH SIDE PROVIDED OVER ALL SHEATHING,WITH HORIZONTAL OVERLAPS IN THE MEMBRANE OF AS EE CEILING JOIST OR RAFTER COMBUSTION AIR FROM THE EXTERIOR OF THE DWELLING OR FROM h.)CUTS,NOTCHES AND HOLES BORED IN TRUSSES,LAMINATED VENEER OR EQUIVALENT.THIS REQUIREMENT DOES NOT APPLY WHEN THE ENTIRE NOT LESS THAN 7VERTICAL OVERLAPS OF NOT LESS THAN 6".THE SPACING BETWEEN SPACES WITHIN THE DWELLING VENTILATED WITH OUTSIDE AIR SUCH AS LUMBER,GLUE-LAMINATED MEMBER,OR WOISTS ARE NOT PERMITTED SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD ADJACENT SHINGLES TO ALLOW FOR EXPANSION SHALL NOT EXCEED 1/4".THE OFFSET CRAWL OR ATTIC SPACES.THE EXTERIOR AIR INTAKE SHALL NOT BE STRUCTURAL PANEL SHEATHING. 6.) CHIMNEYS&FIREPLACES UNLESS THE EFFECTS OF SUCH PENETRATIONS ARE SPECIFICALLY SPACING BETWEEN JOINTS IN ADJACENT COURSES SHALL BE A MINIMUM OF 1.5". LOCATED WITHIN HE GARAGE OR BASEMENT NOR SHALL THE INTAKE BE CONSIDERED IN THE DESIGN OF THE MEMBER. a.) IN SEISMIC DESIGN CATEGORY C,REINFORCEMENT AND SEISMIC LOCATED AT AN ELEVATION HIGHER THAN THE FIREBOX THE INTAKE SHALL i.) FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE R602.3(1). k.) FOR HEADER SPANS,SEE TABLES R502.5(1)AND R502.5(2) ANCHORAGE IS NOT REQUIRED.CHIMNEYS SHALL BE STRUCTURALLY BE COVERED WITH A CORROSION RESISTANT SCREEN OF 1/4"MESH. WHERE POSTS AND BEAM OR GIRDER CONSTRUCTION IS USED TO c.)THE WEATHER EXPOSURE FOR WOOD SHINGLES SHALL BE 51/4"WHICH COMPLIES SOUND,DURABLE,SMOKE-TIGHT AND CAPABLE OF CONVEYNG FLUE GASES SUPPORT FLOOR FRAMING,POSITIVE CONNECTIONS SHALL BE PROVIDED 1.) LOADBEARING HEADERS ARE NOT REQUIRED IN INTERIOR OR EXTEROR WITH TABLE R703.5.2 OF THE NYS RESIDENTIAL CODE. TO HE EXTERIOR SAFELY. y) COMBUSTION AIR DUCTS SHALL HAVE 1"CLEAR FROM ALL COMBUSTIBLE TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. NON-BEARING WALLS. d.)EACH SHINGLE SHALL BE HELD IN PLACE BY TWO HOT-DIPPED ZINC-COATED, MATERIAL LOCATED WITHIN 5'OF THE DUCT OUTLET I.) OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH A DEADER AND m.)FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL DRAFT OPENINGS STAINLESS STEEL,OR ALUMINUM NAILS OR STAPLES.THE FASTENERS SHALL BE LONG b.) CHIMNEY SHALL BE SUPPORTED ON CONCRETE FOUNDATION 12"THICK THE COMBUSTION AIR PASSAGEWAY SHALL BE A MINIMUM OF 6 SQUARE AND AT LEAST 6"BEYOND EACH SIDE OF THE EXTERIOR DIMENSIONS OF TRIMMER JOISTS.WHEN THE HEADER JOIST SPAN DOES NOT EXCEED 4% (BOTH VERTICAL AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE ENOUGH TO PENETRATE THE SHEATHING BY MINIMUM OF 1/2"AND SHALL NOT BE THE CHIMNEY.FOOTINGS SHALL BE FOUNDED ON NATURAL,UNDISTURBED INCHES BUT NOT MORE THAN 55 SQUARE INCHES � THE HEADER JOIST MAY BE A SINGLE MEMBER THE SAME SIZE AS THE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY AND THE ROOF OVERDRIVEN. EARTH BELOW THE FROSTLINE. THE EXTERIOR AIR OUTLET SHALL BE CLOSABLE AND DESIGNED TO � FLOOR JOIST.SINGLE TRIMMER JOISTS MAY BE USED TO CARRY A SINGLE SPACE.FIREBLOCKING SHALL BE PROVIDED IN WOOD FRAME PREVENT BURNING MATERIAL FROM DROPPING INTO CONCEALED ui to HEADER JOIST THAT IS LOCATED WITHIN X OF THE TRIMMER JOIST CONSTRUCTION IN THE FOLLOWING LOCATIONS: e.)THE BOTTOM COURSES SHALL BE DOUBLED. c.) CHIMNEY SHALL NOT BE CORBELED MORE THAN 12 OF THE CHIMNEY'S COMBUSTIBLE SPACES a.Ir z0 BEARING.WHEN HE HEADER JOIST SPAN EXCEEDS 4',THE HE TRIMMER -IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FLASHING WALL THICKNESS FROM A WALL OR FOUNDATION ? r JOISTS AND THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT FURRED SPACES,AT THE CEILING AND FLOOR LEVELS. o O— CROSS SECTION TO SUPPORT THE FLOOR JOISTS FRAMING INTO THE -AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND a.)APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR d.) THE CHIMNEY WALL OR CHIMNEY FLUE LININGS SHALL NOT CHNGE IN SIZ 7.) ENERGY EFFICIENCY �W u HEADER.APPROVED HANGERS SHALL BE USED FOR THE HEADER JOIST TO HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS,AND WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL OR SHAPE WITHIN 6"ABOVE OR BELOW WHERE THE CHIMNEY PASSES a) THE PROPOSED DESIGN PASSES THE COMPLIANCE TEST ASSET FORTH BY co:)N TRIMMER JOIST CONNECTIONS WHEN THE HEADER JOIST SPAN EXCEEDS COVE CEILINGS CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING THROUGH FLOOR COMPONENTS,CEILING COMPONENTS OR ROOF RESCHECK SOFTWARE PROVIDED BY NEW YORK STATE.THE RESCHECK cr N w 6'.TALL JOISTS OVER 12"LONG SHALL BE SUPPORTED AT THE HEADER BY -IN CONCEALED SPACES BETWEEN STAIR STRNGERS AT THE TOP AND COMPONENTS.THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL COMPONENTS. COMPLIANCE CERTIFICATE IS INCLUDED WITH THE DRAWING SET OLL- FRAMING ANCHORS OR ON LEDGER STRIPS NOT LESS THAN 2"X2". BOTTOM OF THE RUN. FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE w -AT OPENINGS AROUND VENTS,PIPES,AND DUCTS AT CEILING AND FLOOR EXTERIOR WALL ENVELOPE.APPROVED CORROSION-RESISTANT FLASHINGS SHALL BE e.) CHIMNEY SHALL NOT SUPPORT LOADS OTHER THAN THEIR OWN WEIGHT N LEVEL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 8.) GENERAL MECHANICAL AND PLUMBING SYSTEMS (a k.)WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED COMBUSTION -AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE f.) CHIMNEY SHALL EXTEND AT LEAST 2'HIGHER THAN ANY PORTION OF THE a) ALL MECHANICAL AND PLUMBING SYSTEMS AND RELATED APPLIANCES SPACE OF A FLOOR/CEILING ASSEMBLY,DRAFT STOPS SHALL BE LEAKPROOF,EXCEPT THAT SELF-FLASHING WINDOWS HAVING A CONTINUOUS LAP OF BUILDING WITHIN 10',BUT SHALL NOT BE LESS THAN Y ABOVE THE HIGHEST SHALL BE INSTALLED AS PER THE NEW YORK STATE RESIDENTIAL CODE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT n.) THE AMOUNT AND LOCATION OF WALL BRACING(BRACED WALL LINES) NOT LESS THAN 1 1/8"OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. EXCEED 1,000SF.DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE THE OPENING,INCLUDING CORNERS,DO NOT REQUIRE ADDITIONAL FLASHING,AND a) ALL PLUMBING,SUCTS AND MECHANICAL EQUIPMENT OF ANY TYPE SHALL I—I— APPROXIMATELY EQUAL AREAS.WHERE THE ASSEMBLY IS ENCLOSED SHALL BE THE GREATER THAT IS REQUIRED BY THE SEISMIC DESIGN a a CATEGORY OR THE DESIGN WIND SPEED.BRACED WALL PANELS SHALL JAMB FLASHING MAY ALSO BE OMITTED. CHIMNEY WALLS SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS OR BE CONCEALED IN WALL OR CEILING CONSTRUCTION UNLESS NOTED WO C BY A FLOOR MEMBRANE ABOVE AN CEILING MEMBRANE BELOW, -AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH 9.) OTHERWISE ON THE DRAWINGS DRAFTSTOPPING SHALL PROVIDED IN FLOOR/CEIUNG ASSEMBLIES UNDER BEGIN NO MORE THAN 12.6 FROM EACH END OF A BRACED WALL LINE. HOLLOW MASONRY UNITS GROUTED SOLID WITH NOT LESS THAN A 4" 0 0 BRACED WALL PANELS THAT ARE COUNTED AS PART OF A BRACED WALL FRAME WALLS NOMINAL THICKNESS. 99 O THE FOLLOWING CIRCUMSTANCES: LINE SHALL BE IN LINE,EXCEPT THAT OFFSETS OUT-OF-PLANE OF UP TO 4' -UNDER AND AT THE ENDS OF MASONRY,WOOD OR METAL COPINGS AND SILLS. 9.� ELECTRIC o O� -CEILING IS SUSPENDED UNDER THE FLOOR FRAMING -CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. C SHALL BE PERMITTED PROVIDED THAT THE TOTAL OUT-TO-OUT OFFSET h. CHIMNEY SHALL BE LINED WITH A CLAY FLUE LINING COMPLYING WITH THE a) ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE >>w -FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR -WHERE EXTERIOR PORCHES,DECKS,OR STAIRS ATTACH TO A WALL OR FLOOR ) m m� DIMENSION IN ANY BRACED WALL LINE IS NOT MORE THAN 8'. REQUIREMENTS OF ASTM C 315 OR EQUIVALENT NATIONAL ELECTRIC CODE AND NFPA 70. PERFORATED MEMBERS. ASSEMBLY OF WOOD-FRAME CONSTRUCTION o.) WOOD STRUCTURAL PANELS SHALL CONFORM TO DOC PS 1 IR DOC PS 2. -AT WALL AND ROOF INTERSECTIONS b) ALL ELECTRICAL AND TELEPHONE WIRING,CONDUIT,ETC SHALL BE O O y I.) FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME FLOOR i.) FLUE LINERS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C 1283 AND ALL PANELS SHALL BE IDENTIFIED BY GRADE MARK OR CERTIFICATE OF -AT BUILT-IN GUTTERS CONCEALED IN WALL OR CEILING CONSTRUCTION UNLESS OTHERWISE cr Ir CONSTRUCTION AND FLOOR/CEILING ASSEMBLIES IN ACCORDANCE WITH INSPECTION ISSUED BY AN APPROVED AGENCY. EXTEND FROM APOINT NOT LESS THAN 8"BELOW THE LOWEST INLET OR,IN NOTED ON THE DRAWINGS m m SECTION R602.8 OF THE NYS RESIDENTIAL CODE. THE CASE OF FIREPLACES,FROM THE TOP OF THE SMOKE CHAMBER TO }>_ m.)WOOD STRUCTURAL PANEL SHEATHING USED FOR STRUCTURAL p.) THE MAXIMUM ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL WALL APOINT ABOVE THE ENCLOSING WALLS THE LINING SHALL BE CARRIED UP cr a:SHEATHING SHALL NOT EXCEED THE VALUES SET FORTH IN TABLE - VERTICALLY WITH A MAXIMUM SLOPE NO GREATER THAN 30 DEGREES c) ALL ELECTRICAL OUTLETS,LIGHT SWITCHES,THERMOSTATS,ELECTRICAL PURPOSES SHALL CONFORM TO DOC PS 1,DOC PS 2,OR WHEN ��3�gLT� FROM THE VERTICAL. PANELS,AND OTHER WALL MOUNTED EQUIPMENT OF ANY TYPE SHALL BE �g MANUFACTURED IN CANADA,CSA 0437 OR CSA 0325,ALL PANELS SHALL BE q,) WOpODS LICTURAL PANEL WALL SHEATHING SHALL BE ATTACHED TO 5•) ROOF-CEILING CONSTRUCTION MOUNTED AT STANDARD TRADE HEIGHTS. Pi N IDENTIFIED BY GRADE MARK OF CERTIFICATE OF INSPECTION ISSUED BY FRAMING IN ACCORDANCE WITH TABLE R602.3(1). a.) ROOF AND CEILING CONSTRUCTION SHALL BE CAPABLE OF AN APPROVED AGENCY. j.) FLUE LINERS SHALL BE LAID IN MEDIUM-DUTY REFRACTORY MORTAR SECTION 09220-EXTERIOR STUCCO SYSTEM w ACCOMMODATING ALL LOADS IMPOSED ACCORDING TO SECTION R301 AND CONFORMING TO ASTM C 199 WITH TIGHT MORTAR JOINTS LEFT SMOOTH -Q n.)WHERE USED AS SUBFLOORING OR COMBINATION SUBFLOOR r) ALL CONCRETE FOR WALLS SHALL BE IN ACCORDANCE WITH THE OF TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING 1 02 DESIGN REQUIREMENTS `8 c'c p REQUIREMENTS OF HE AMERICAN CONCRETE INDUSTRY 306(ACI 318)AND ON THE INSIDE AND INSTALLED TO MAINTAIN AN AIR SPACE NOT TO A STRUCTURAL(WIND AND AXIAL LOADS) UNDERLAYMENT,WOOD STRUCTURAL PANELS SHALL BE OF ONE OF THE STRUCTURAL ELEMENTS 9 .WHEN SANDED PLYWOOD IS USED DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3,000PSI WITHIN 28 1 DESIGN FOR MAXIMUM ALLOWABLE SYSTEM DEFECTION,NORMAL TO THE PLANE OF T GRADES SPECIFIED IN TABLE R503.2.1 1 HE WALL,OF L/360 () DAYS.MINIMUM CEMENT FACTOR SHALL BE 6.75 BAGS OF CEMENT PER LINERS FROM THE INTERIOR FACE OF OF THE CHIMNEY WALLS.FLUE B MOISTURE CONTROL AS COMBINATION SUBFLOOR UNDERLAYMENT,THE GRADE SHALL BE AS b.) LOAD BEARING DIMENSION LUMBER FOR RAFTERS,TRUSSES,AND CEILING LINING SHALL BE SUPPORTED ON ALL SIDES ONLY ENOUGH MORTAR CUBIC YARD OF CONCRETE.MAXIMUM SLUMP SHALL BE 5'. 1 PREVENT THE ACCUMULATION OF WATER INTO OR BEHIND THE STUCCO,EITHER BY CONDENSATION OR LEAKAGEINTO H SPECIFIED IN TABLE R503.2.1.1(2).USE SAME TABLES TO DETERMINE THE JOISTS SHALL BE IDENTIFIED BY A GRADE MARK OF LUMBER GRADING OR SHALL BE PLACED TO MAKE THE JOINT HOLD THE LINERS IN POSITION p MAXIMUM ALLOWABLE SPAN. s.) EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED TO RESIST THE INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION CONSTRUCTION,IN THE DESIGN AND DETAILING OF THE WALL ASSEMBLY Z BODY THAT COMPLIES WITH DOC PS 20. A PROVIDE CORROSION RESISTANT FLASHING TO DIRECT WATER TO THE EXTERIOR WHERE IT IS LIKELY TO PENET A E o.)WOOD STRUCTURAL PANELS USED AS SUBFLOOR OR COMBINATION k.) WHEN TWO OR MORE FLUES ARE LOCATED IN THE SAME CHIMENY, COMPONENTS IN THE WALL ASSEMBLY,INCLUDING,ABOVE WINDOW AND DOOR HEADS,BENEATH WINDOW AND DOOR L T N DESIGN WIND LOADS LOADS SPECIFIED IN TABLE R301.2(2)ADJUSTED FOR SUBFLOOR UNDERLAYMENT SHALL BE ATTACHED TO WOOD FRAMING IN HEIGHT AND EXPOSURE PER TABLE R301.2(3). MASONRY WYTHES SHALL BE BUILT BETWEEN ADJACENT FLUE LININGS Ir -AT FRENCH DOORS,DESIGN PRESSURE=35PSF,REQUIRED 17PSF 8 c.) ROOF-CEILINGS SHALL BE DESIGNED AND CONSTRUCTED N ACCORDANCE ROOFNVALL INTERSECTION,DECKS,ABUTMENTS OF LOWER WALLS WITH HIGHER WALLS,ABOVE PROJECTING FEATURE N H ACCORDANCE WITH TABLE R602.3(1). -AT F (WORST CASE) WITH THE PROVISIONS OF THE NYS RESIDENTIAL CODE(CH.8)OR IN AND SHALL BE AT LEAST 4"THICK AND BONDED TO THE WALLS OF THE BASE OF THE WALL p.)CONCRETE SLAB-ON-GROUND FLOORS SHALL BE A MINIMUM OF 3.5"THICK -8 4165 DOUBLE HUNG,DESIGN PRESSURE=15PSFl35PSF WITH WIND ACCORDANCE WITH AF&PA/NDS AND ASCE 7.COMPONENTS OF CHIMNEY. b PROTECT SILLS OF ROUGH OPENINGS WITH BARRIER MEMBRANE.WHERE CASING BEAD IS USED BACK-TO-BACK TO EXPANSION THE SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SHALL BE BRACE CLIP,REQUIRED 1DESIG 8 PRESSURE ROOF-CEILINGS SHALL BE FASTENED IN ACCORDANCE WITH TABLE JOINTS BACK JOINTS WITH BARRIER MEMBRANE. PROJECT DESIGNER: (WORST CASE) C. JOINTS .,c,:=,r MilOt Shala 3,000 PSI-TYPICAL R602.3(1). I.) FLUE SIZE SHALL BE DETERMINED ACCORDING TO FIGURE R1001.12 2 -SUPPLIER TO PROVIDE DATA SHOWING COMPLIANCE WITH APPROPRIATE THE AREA WITHIN FOUNDATION WALLS SHALL HAVE ALL VEGETATION,TOP TABLES. 1. PROVIDE TWO PIECE EXPANSION JOINTS IN THE ONE COAT STUCCO SYSTEM WHERE BUILDING MOVEMENT IS A %INawa,Nrc4m. q) d.) RAFTERS SHALL BE FRAMED TO RIDGE BOARD OR TO EACH OTHER WITH A m.)ANY PORTION OF THE CHIMNEY LOCATED IN THE INTERIOR OF THE JOINTS IN THE SUBSTRATE OR SUPPORTING CONSTRUCTION,WHERE THE SYSTEM IS TO BE INSTALLED OVER DISSIMIL� SOIL AND FOREIGN MATERIAL REMOVED. GUSSET PLATE AS A TIE.RIDGE BOARD SHALL BE AT LEAST 1"NOMINAL BUILDING OR WITHIN H OR SUBSTRATES,AT CHANGES IN BUILDING HEIGHT,AT FLOOR LINES,AT COLUMNS AND CANTILEVERED AREAS.PROV � E EXTERIOR WALL OF THE BUILDING SHALL HAVE A '`� t) WINDOWS AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH r.) FILL MATERIAL SHALL BE FREE OF VEGETATION AND FOREIGN MATERIAL. THE FRAME,OR BY FRAME CUP,OR THROUGH THE FLANGE.ANCHORS THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF HE RAFTER. MINIMUM AIR SPACE CLEARANCE TO COMBUSTIBLES OF 2". EXPANSION JOINTS EVERY 144 SQ.FT CUT AND WIRE TIE LATH TO THE EXPANSION JOINT ACCESSORY SO LATH IS DISC / i THE FILL SHALL BE COMPACTED TO ASSURE UNIFORM SUPPORT OF THE SHALL BE EMBEDDED INTO THE FRAME CONSTRUCTION. AT ALL VALLEYS AND HIPS THERE SHALL BE A VALLEY OR HIP RAFTER NOT BENEATH THE ACCESSORY DO NOT EXCEED LENGTH TO WIDTH RATIO OF 2-1/2:1 IN EXPANSION JOINT LAYOUT AND DC 3 SLAB,AND EXCEPT WHERE APPROVED BY A DESIGN PROFESSIONAL,THE LESS THAN 2"NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT n.) ALL SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH MORE THAN 18 FEET IN ANY DIRECTION WITHOUT AN EXPANSION JOINT WHERE CASING BEAD IS USED BACK TO BACK k, j FILL DEPTHS SHALL NOT EXCEED 24"FOR CLEAN SAND OR GRAVEL AND 8" u.) AT MULLIONS OCCURRING BETWEEN INDIVIDUAL WINDOWS AND GLASS END OF THE RAFTER.HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT WHICH CHIMNEYS SHALL PASS SHALL BE FIREBLOCKED WITH JOINT BACK ALL JOINTS WITH BARRIER MEMBRANE __l FOR EARTH. DOOR ASSEMBLIES,MULLIONS SHALL BE DESIGNED TO TRANSFER THE THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE DESIGNED TO NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE THE Mn AAIQWft A.'SoM uWTyA,U*NY TCW•n FIREBLOCKING OF A SPACES BETWEEN CHIMNEYS AND WOOD JOISTS, NOTE THE REQUIREMENT FOR ONE PIECE EXPANSION JOINT EVERY 144 SO.FT MAY BE WAIVED IN THE FOLLOV •9,771076++r N74W2132 s. A 4"THICK BASE COURSE CONSISTING OF CLEAN GRADED SAND,GRAVEL, DESIGN PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR CARRY AND DISTRIBUTE THE SPECIFIC LOAD AT THAT POINT. WHEN TWO PIECE EXPANSION JOINTS EXIST EVERY 144 SQ FT.,AND 2)ON SOLID SUBSTRATES WITHOUT METAL LATH: e ++►.S4:.r waeu.r�T +,r�.Rcavw„T, ASSEMBLIES TO BE SUPPORTED WITHOUT DEFLECTING MORE THAN U775, BEAMS O HEADERS SHALL BE TO A DEPTH H 1"AND SHALL ONLY A PLACE CONCRETE AND CONCRETE MASONRY UNITS PROVIDED JOINTS IN THE SUPPORTING CONSTRUCTION EXIST AT CRUSHED STONE OR CRUSHED BLAST-FURNACE SLAG PASSING A 2"SIEVE WHERE L=THE SPAN OF THE MULLION IN INCHES.MULLIONS SHALL BE e. CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER IN PLACED ON STRIPS OF METAL OR METAL LATH LAID ACROSS THE SPACES E .7;;9:,:§-l.1'..-,.;molj A�DAtE 1 SHALL BE PLACED ON THE PREPARED SUBGRADE WHEN THE SLAB IS ) INTERVALS AND THEY ARE REFLECTED IN THE STUCCO IN SUCH CASES JOINT SPACING IN THE STUCCO SHALL NOT EX EED 250 .FT. DCAPABLE OF RESISTING A LOAD OF 1.5 TIMES THE DESIGN PRESSURE ACCORDANCE WITH TABLES R6O2.3(1)AND R802.5.1(9),AND THE ASSEMBLY BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY wSmALA � BELOW GRADE. 2 PROVIDE ONE PIECE EXPANSION JOINTS AT THROUGH WALL PENETRATIONS,FOR EXAMPLE,ABOVE AND BELO DOq TEEEDIMOR >< LOADS APPLIED BY HE WINDOW AND DOOR ASSEMBLIES TO BE SHALL BE NAILED TO THE TOP WALL PLATE IN ACCORDANCE WITH TABLE °�';+`.;p ED°°0 WINDOWS NOTE THE REQUIREMENT FOR ONE PIECE EXPANSION JOINTS AT THROUGH WALL PENETRATIONS MAY BE AID I-- E w„o.sF0 t.) AN APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6" SUPPORTED WITHOUT EXCEEDING THE APPROPRIATE MATERIAL STRESS R602.3(1).CEILING JOISTS SHALL BE CONTINUOUSLY OR SECURELY JOINED o.) CRICKETS SHALL BE PROVIDED THE INTERSECTION OF THE CRICKET AND s :> wE o':�. FOLLOWING CASES 1)WHEN ANOTHER TYPE OF EXPANSION JOINT IS PROVIDED IN LIEU OF THE ONE PIECE EXPANSIO ,J T,FOR E.RE.SMR.(.p�9�p"_ r SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE LEVELS. WHERE THEY MEET OVER INTERIOR PARTITIONS AND NAILED TO ADJACENT THE CHIMNEY SHALL BE FLASHED AND COUNTERFLASHED IN THE SAME a.aooeso�*R"9SD'++T EXAMPLE,BACK-TO-BACK CASING BEADS,AND 2)ON SOLID SUBSTRATES SUCH AS CAST-IN-PLACE CONCRETE AND CO AS NR TG,+��:Am ,Q*'„ 11 I& COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. RAFTERS TO PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING WHEN MANNER AS NORMAL ROOF-CHIMNEY INTERSECTION.CRICKET DIMENSIONS � . c DO,A6;T1TEDAWvE EIECTCO.rC ! THIS DOES NOT APPLY TO DRIVEWAYS,WALKS,PATIOS AND OTHER SUCH JOISTS ARE PARALLEL TO THE RAFTERS. SHALL MEET THE REQUIREMENTS SET FORTH BY THE CODE UNITS / T EpwwT, +EG a+s0.,.-k 3 PROVIDE MINIMUM 3/8 INCH WIDE JOINTS WHERE THE SYSTEM ABUTS WINDOWS,DOORS AND OTHER THROUGH WALL V N;3LWC O .p,pT k.LL; WHEN CEILING JOISTS ARE NOT PARALLEL TO RAFTERS,SUBFLOORING OR 12:12 ROOF SLOPE THEN HEIGHT EQUALS 1/2 OF THE CHIMNEY WIDTH 'J +' `E T � FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. wuAraEE�w;To AC PENETRATIONS NQRTM o.a.CD.TAoa_•rtDE.n 8 METAL STRAPS ATTACHED TO THE ENDS OF HE RAFTERS SHALL BE 8:12 THEN 1/3 OF WIDTH,6:12 THEN 1/4 OF WIDTH 4 PROVIDE APPROPRIATE ACCESSORIES AT STUCCO TERMINATIONS AND JOINTS GO.r RMlt0T'aw�c 2= INSTALLED IN A MANNER TO PROVIDE A CONTINUOUS TIE ACROSS THE Y 5 PROVIDE APPROPRIATE SEALANT AT STUCCO TERMINATIONS BUILDING.THE CONNECTIONS SHALL BE IN ACCORDANCE WITH TABLE p.) WHEN A LINING OF FIREBRICK IS USED AT FIREBOX WALLS,THE MINIMUM D SOLID SUBSTRATES + of 602.3(1)• THICKNESS OF BACK AND SIDE WALLS SHALL BE 8"OF SOLID MASONRY 1 PROVIDE SURFACE PLANE TOLERANCE NOT TO EXCEED 1/4 INCH IN 10 FEET „�o t -J IF RAFTER TIES ARE USED,THEY SHALL BE SPACED NOT MORE THAN 4'O.C. INCLUDING HE 2"MINIMUM LINING THE WIDTH OF JOINTS BETWEEN �'�+ I / W 1 03 QUALITY ASSURANCE 0 FIREBRICKS SHALL NOT BE GREATER THAN 1/4". A MANUFACTURER REQUIREMENTS g! `' �;� f -PROPOSED 14'X18'IN-GROUND STUCCO SYSTEM MANUFACTURER FOR A MINIMUM OF TWENTY(20)YEARS `.w 0 14 �1_ I INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 2015 GUNNITE POOL 2 MANUFACTURER FACILITIES ISO 9002 CERTIFIED �\ V T B CONTRACTOR REQUIREMENTS c) T CLIMATE ZONE C FENESTRATION CEILING R-VALUE ROOF R-VALUE WOOD FRAME WALL FLOOR 1 LICENSED,INSURED AND ENGAGED IN APPLICATION OF PORTLAND CEMENT STUCCO SYSTEMS FOR A MINIM M� ( . );1, 1 �!I+ c U-FACTOR R-VALUE R-VALUE R-VALUE YEARS KNOWLEDGEABLE IN THE PROPER USE AND HANDLING OF STO MATERIALS �� } 3 EMPLOY SKILLED MECHANICS WHO ARE EXPERIENCED AND KNOWLEDGEABLE IN PORTLAND CEMENT STUC � .4 V Lj` ►sr 4 .32 R49 R49 21 191 2 SUCCESSFUL COMPLETION OF MINIMUM OF THREE FAMILIAR WITH THE REQUIREMENTS OF THE SPECIFIED WORK ll�i 11 11• F .I�C� �111.4523 PROJECTS OF SIZE AND TY TO THE ol A.R-VALUES ARE MINIMUM U-FACTORS R-21 INSULATION SHALL BE PERMITTED TO BE COMPRESSED INTO 2X4 3 PROVIDE THE PROPER EQUIPMENT, ANPOWER AND)SU SUPERVISION ONnTHE JOB SITE TO INSTALL HE SYST$ �LJE$1C�`J s�LION 8 CAVITY ALL INSULATION SHALL BE CELLULOSE BLOWN IN. WITH STO'S PUBLISHED SPECIFICATIONS AND DETAILS AND THE PROJECT PLANS AND SPECIFICATIONS ���i����l\ LOT A9 B.THE FENESTRATION U-FACTORS COLUMN EXCLUDES SKYLIGHTS C INSPECTIONS 17 C.THE R-VALUE APPLIES TO CONTINUOUS INSULATION,THE SECOND FRAMING CAVITY EITHER INSULATION 1 PROVIDE INDEPENDENT THIRD PARTY INSPECTION WHERE REQUIRED BY CODE OR CONTRACT DOCUMENTS W MEETS REQUIREMNTS BASED 5,750 DEGREE DAYS NON-ELECTRICAL HEATING 4'-0"FOUNDATION WALLS 2 CONDUCT INSPECTIONS IN ACCORDANCE WITH CODE REQUIREMENTS AND CONTRACT DOCUMENTS.DELIVERY, cc STORAGE AND HANDLING a.a. BELOW GRADE 1A04 DELIVER ALL MATERIALS IN THEIR ORIGINAL SEALED CONTAINERS BEARING MANUFACTURER'S NAME AND ID �S Y ��`T��I�,�i7 5 I,ELIOT SENOR,ENGINEER CERTIFY THESE PLANS AND SPECIFICATIONS COMPLY WITH RESIDENTIAL CODE OF PRODUCT F NEW YORK AND THE NYS ENERGY CONSERVATION CODE(CHAPTER 61 B PROTECT COATINGS(PAIL PRODUCTS)FROM FREEZING 32DEGREES F AND TEMPERATURES IN EXCESS OF DE S PNfi9Yf2E DATE:08/15/2022 BUILDING SHALL COMPLY WITH N1107. AWAY FROM DIRECT SUNLIGHT f C PROTECT PORTLAND CEMENT BASED MATERIALS(BAG PRODUCTS)FROM MOISTURE AND HUMIDITY STORE UNDER COVER OFF PROJECT NO.:2022.03 cc Lu THE GROUND IN A k PART 2 PROOUCTSDRY LOCATION DRAWN BY:MS 5 201 MANUFACTURER CHECKED BY:ES It A PROVIDE THE FOLLOWING FROM A SINGLE SOURCE MANUFACTURER A 1 EXTERIOR SOFFITS-DIRECT APPLIED EXTERIOR FINISH SYSTEM STO CORP(STO QUIK GOLD DIRECT APPLI ED FqfL8H SYSTEM DRAWING N0 WITH 10-YEAR MATERIAL WARRANTY)OR EQUAL DIRECT APPLIED EXTERIOR FINISH SYSTEM APPROVED BYARCHIJvs T W 202 EXTERIOR SOFFITS A-0.10.0 a A SOFFIT BOARD/SHEATHING DENS GLASS GOLD SHEATHING AS MANUFACTURED BY GEORGIA-PACIFIC CO B MECHANICAL FASTENERS Ai 4 1 APPROPRIATE NON-CORRODING FASTENERS,DEPENDING ON THE TYPE FRAMING OR SUBSTRATE B STEEL FRAMING MINIMUM#8 TYPES OR S-12 WAFER HEAD FULLY THREADED CORROSION RESISTANT SC H MINIMUM 3/8 INCH PENETRATION INTO STUDS 41" OWNER: UNA-CLAD rM METAL GESTH IMANI KOULOUKIS 48 ROCK RIDGE DRIVE RYE BROOK NY 10573 COLOR SELECTION T.(646)261-7166 E-MAIL: GESSIE aQGEOLIFLLC.COM : -•------ CMLENGINEER: GABRIEL E.SENOR,P.C. 90 NORTH CENTRAL AVENUE HARTSOALE,NY 10530 x T.914.422.0070 c y,,�ky V ���^ k E-MAIL: �gg C rYx EILEEN a,GESENOR.COM y�2xw� GENERAL CONTRACTOR: Almond Sandstone Sierra Tan MATTE BLACK ALL ROOFS https://www.firestonebpco.com/us-en/roofing/metal- roofing-systems/warranted-una-clad-uc- Cityscape Charcoal Gray Matte Black panels/warranted-una-clad-products Imo.•-•". � - - � Superior Color Selector +ua We Hnish strong. t 2 at wCL m CEMENTITIOUS STUCCO https:Hmasterwall.com/ #108 Burns White #143 White Waters o orL J a WWI W o(aO � LL w N H H Do 00 _Z Z O 0 O F- _J J� >>W m m SEAMLESS K-STYLE GUTTERS DOWNSPOUTS Ir00 Ir I N mm htt s://www.jaykayguttersuppiY.com/k-stvie--qutters.php Z� ; OD _ z PROJECT DESIGNER Milot Sheila r 22 GAUGE ALUMINUM PLATES&TRIM UNA-CLAD KYNAR 500 R/HYLAR 50000 PRE-FINISHED GALVANIZED STEEL F rtV+•v.aaK.d:+ea�p�i1.OTRer rnwaeM�no�t+fr+axn � RCHITECTURAL SHEET & COIL j �, uC " OER ON htt s://www.firestoneb co.com/content/dam/fsb /mi rated- `�� A l p w-•`'�..' �� EIECTROfAC COD ��$ Black p p p g �_j BE$uBECT TO T.E+4E 0D.YRIof? cc CONOIT.A$$TAT VE J=Rofac W cLLcI �yC ,.f•:•t.71i7+�7•i.• a- .?'..Y `` I4�: Qr'r, �� u/Aef�or:E HG ooa..r wwE rroC i _ _ ME°A Wr COMA.1 ErA W' 'iFIA AL C w `-' ::- 2! 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"�`'2;o•✓'= i^`'>.••: ..irtC4•_ 'may _ BLOCK 1 LOT 17 MATIMIALS a 'f �-*• '�s "'+ram ^..�•" ,;, '�'�••\�.' -f��t -'�,.-_ N �'- ,...�_,�. r: .t ,. f SEAL 8 S194ATURE .\,• y}, .,��x• DATE:08/15/2022 '. L` ��..-.,,� ' •,�; s'",. � �"� � �-��< ���-� ;,• PROJECT N0.:2022.03 DRAWN BY.M S c ~ .•+t3 ri'.�.Y.p'� •s3. ". A!•w'rir "�. :`, ^,�* t i'i'e CHECKED BY ES .�^„. ' _ �.�•:.,=-!s:�-. ��.N •r ��• •�,r• _ DRAWING N0 Re _ GRANITE VENEER 1-3/4" THICK Y N Y •-1 �http://www.byrammason.co_m `� °"N ABBREVIATIONS LEGEND MATERIALS LEGEND SYMBOLS LEGEND REFLECTED CEILING LEGEND TH E G S IMANI KOULOUKIS ABBREVIATIONS WHEN USED IN COMPOSITION MAY INCLUDE PERIODS FOR CLARIFICATION 48 ROCK RIDGE DRIVE SHEET NUMBER BUILDING SECTION TAG COMPACTED SOIL DES G ATION T.(646)261-7166 ACOUSTIC CEILING TILE AND GRID ACCESS PANEL RYE BROOK NY 10573 AS ANCHOR BOLT F/ FACE OF m METER S SOUTH -III-III A-521 ® E-MAIL' AC AIR CONDITION(ING)(ED) F/F FACE To FACE MACH MACHINE SAB SOUND ATTENUATION BATTS I I-III-I I ACSPNL ACCESS PANEL FA FIRE ALARM MAINT MAINTENANCE SAN SANITARY 1 1 GESSIE aCGEOLIFLLC.COM ACST ACOUSTIC(AL) FAAP FIRE ALARM ANNUNCIATOR PANE MAS MASONRY SC SOLID CORE A-100 Z!SHEET DIFFUSER AND EXHAUST FANACP(ACP.) ACOUSTICAL CEILING PANEL FAB(FAB-) FABRIC MATL MATERIAL SCHED SCHEDULE UNDISTURBED SOIL SHEET NUMBER CIVIL ENGINEER: ACT(ACT-) ACOUSTICAL CEILING TILE FABR FABRICATED) MAX MAXIMUM SO(SD-) SOAP DISPENSER GYP.BOARD CEILING AD AREA DRAIN FRCP FIRE ALARM CONTROL PANEL MCB METAL CORNER BEAD SECT SECTION I I I i I CATEGORY NUMBER ® GABRIEL E.SENOR,P.C. ADA AMERICANS WiTH DISABILITIES AC FC(FC-) FIRE CABINET MOO MEDIUM DENSITY OVERLAY SF SQUARE FOOT(FEET) DISCIPLINE LETTER NUMBER 90 NORTH CENTRAL AVENUE ADH ADHESIVE FD FLOOR DRAIN MDF MEDIUM DENSITY FIBERBOARD SGNG SIGNAGE ADJ ADJUSTABLE FDTN FOUNDATION MECH MECHANICAL SGL SINGLE O COURSE POROUS FiLL SMOKE AND HEAT DETECTORS HARTSDALE,NY 10530 AFF ABOVE FINISHED FLOOR FIE FIRE EXTINGUISHER MEMB MEMBRANE SHR SHOWER NORTH ARROW DETAILIWALL SECTION TAG T.914.422.0070 AFRE ABOVE FLOOR REFERENCE ELEV FEC FIRE EXTINGUISHER CABINET MEZZ MEZZANINE SHT SHEET E-MAIL: AGGR AGGREGATE FF FINISHED FLOOR MEP MECHANICAL,ELECTRICAL, SIM SIMILAR TRUE NORTH SECTION O AND O AHR ANCHOR FH FIRE HYDRANT PLUMBING SND(SND-) SANITARY NAPKIN DISPENSER DESIGNATION CEILING MATERIAL AND HEIGHT EILEENaQGESENOR.COM AHU AIR HANDLING UNIT FHC FIRE HOSE CABINET MFR MANUFACTURER SNDU ANiTARY NAPKIN ALT ALTERNATE FHVC FIRE HOSE VALVE CABINET MH MANHOLE (SNDU-)-LDISPOSAL UNIT '.. o-'•;. '' SAND MATERIAL EXIT SIGN GENERAL CONTRACTOR: ALUM ALUMINUM FHR FIRE HOSE RACK MIN MINIMUM SP STANDPIPE (ALUM-) FIN FINISHED) MIRR MIRROR SPEC SPECIFICATION 5-0"AFF CEILING MOUNTED WALL MOUNTED ANOD ANODIZE(D) FUR FIXTURE (MIRR•) SPKR SPEAKER GRAPHIC SCALE A•100 ® OR J I OR Jyl ANN ANNUNCIATOR FLASH FLASHING MISC MISCELLANEOUS SQ SQUARE BITUMINOUS PAVING CEILING LIGHT FIXTURES APPROX APPROXIMATE FLEX FLEXIBLE MKR BD MARKER BOARD SS SERVICE SINK 0 2 4 8' SPRINKLER HEAD ARCH ARCHTTECT(URAL)ARCHITECT FLR(FLR, FLOOR,FLOORING (MKR BD-) SSM(SSM) SOLID SURFACE MATERIAL SHEET NUMBER FLUORESCENT LTS FLUOR&INCAND DOWN LTS ASPH ASPHALT FLUOR FLUORESCENT mm MILLIMETER SST STAINLESS STEEL WALL WASHER FLUSH PENDENT UPRIGHT AUTO AUTOMATIC FO FINISHED OPENING Mo MASONRY OPENING STA STATION SCALE 1"=4'-0" 2 x 4 2 x 2 ® 9 AWP(AWP-) ACOUSTICAL WALL PANEL FP FIRE PROTECTION MTO MOUNTED STC SOUND TRANSMISSION CLASS ; :; , CONCRETE FRE FLOOR REFERENCE ELEVATION MTG MEETING STD STANDARD a= PARTIAL PLAN AND DETAIL TAG C1 C2 0D1 °D2 B/B BACK TO BACK FRTW FIRE RETARDANT MTL METAL STL STEEL "•' COLUMN SYMBOL 8 - BB(BB-) BULLETIN BOARD TREATED WOOD MULL MULLION STN(STN-) STONE _ _ B BD BASE BOARD FT FOOT(FEET) MVBL MOVABLE STOR STORAGE r.'' :, CENTER LINES PLAN OR DETAIL UPPER CASE LETTERS ADJACENT TO FIXTURE BID BOARD FTG FOOTING STRUCT STRUCTURE,STRUCTURAL n o TERRAllO DESIGNATION SYMBOL INDICATE FIXTURE TYPE SEE FIXTURE LIST BE(BE-) BENCH FTR FINNED TUBE RADIATION N NORTH SUSP SUSPENDED BITUM BITUMINOUS FURN FURNISH,FURNITURE N/A NOT APPLICABLE SV(SV-) SHEET VINYL BLDG BUILDING FURG FURRING NIC NOT IN CONTRACT SYMM SYMMETRICAL A 1 BLK BLOCK FUT FUTURE NO NUMBER / Xz BLKG BLOCKING NCM NOMINAL t TREAD CUT STONE A'°° FIRE PROTECTION LEGEND BM BEAM GA GAUGE NTS NOT TO SCALE T/ TOP OF B MK BENCHMARK GALV GALVANIZED 010 OUT TO OUT T&B TOP&BOTTOM BOT BOTTOM GB(GB-) GRAB BAR oA OVERALL T&G TONGUE&GROOVE SHEET NUMBER PARTITION RATING DESIGNATIONS ACTUATING DEVICE BOT/ BOTTOM OF GEN GENERAL OC ON CENTER MR(TOR-) TOWEL DISPENSER/RECEPTACLE BR(BR-) BRICK GFRC GLASS FIBER DO OUTSIDE DIAMETER TEL TELEPHONE BRICK MASONRY BRG BEARING REINFORCED CONCRETE OF/CI OWNER FURNISHED, TEMP TEMPORARY VERTICAL ELEVATION SMOKE BARRIER �( MANUAL ACTUATING DEVICE OR STATION BRZ BRONZE GFRG GLASS FIBER CONTRACTOR INSTALLED TER(TER-) TERRAllO (NO FIRE RATING) BSMT BASEMENT REINFORCED GYPSUM OF/01 OWNER FURNISHED, THK THICK EXTERIOR ELEVATION TAG 1 HOUR OCCUPANCY SOUNDING 8 VISUAL DEVICES BUR BUILT-UP ROOFING GL(GL-) GLASS OWNER INSTALLED THRES THRESHOLD CONCRETE GO GROUND OFD OVERFLOW DRAIN TI TENANT IMPROVEMENT MASONRY UNIT LEVEL 2 ELEVATION 1 HOUR FIRE VISUAL DEVICE ONLY CAB CABINET GLU LAM GLUE LAMINATED WOOD OFF OFFICE TKBD TACKBOARD FRE 18'4" DESIGNATION ~ CB CATCH BASIN GR GRADE OH OVERHEAD (TKBD-) 1 HOUR FIRE&SMOKE CCTV CLOSED CIRCUIT TELEVISION GSU GLAZED STRUCTURAL UNIT OPH OPPOSITE HAND TLT TOILET LOUDSPEAKER W/INTEGRAL VISUAL DEVICE CEM CEMENT GT GREASE TRAP OPNG OPENING TMPD TEMPERED STEEL SPOT ELEVATION a c z 2 HOUR FIREcx CG(CG-) CORNER GUARD GWT GLAZED WALL TILE OPP OPPOSITE TOPO TOPOGRAPHY,TOPOGRAPHIC 1 g HORN W/INTEGRAL VISUAL DEVICE O a O 90 CH(CH-) COAT HOOK GYP GYPSUM TPD(TBD-) TOILET PAPER DISPENSER A-100 0 CI CAST IRON PA PUBLIC ADDRESS TRTD TREATED SECOND FLOOR 2 HOUR FIRE&SMOKE 8 GONG WI INTEGRAL VISUAL DEVICE =w v CIP CAST-IN-PLACE H HIGH PBD PARTICLE BOARD TS TUBE STEEL EL 16.9 co>v� CIRC CIRCULATION HB HOSE BIBB PC PRE-CAST TSCD TOILET SEAT COVER DISPENSER ALUMINUM SHEET NUMBER 3 HOUR FIRE 0 co w0 CJ CONTROL JOINT HC HOLLOW CORE PCC(PCC-) PRE-CAST CONCRETE (TSCD-) i5m LLO CL CENTER LINE HCP HANDICAPPED PERF PERFORATED TV TELEVISION 3 HOUR FIRE&SMOKE w CLG CEILING HOF HIGH DENSITY FIBERBOARD PERP PERPENDICULAR TYP TYPICAL DATUM POINT co 4 HOUR FIRE CLO CLOSET HOW HARDWARE PGBD PEG BOARD INTERIOR ELEVATION TAG - ca CLR CLEAR HDWD HARDWOOD PL PLATE U HEAT TRANSFER COEFFICIENT ORNAMENTAL METAL cm CENTIMETER HM HOLLOW METAL PLAM PLASTIC LAMINATE UC UNDER CABINET 4 HOUR FIRE 8 SMOKE CMU CONCRETE MASONRY UNIT HO HOLD OPEN (PLAM-) UCL(UCL-) UNDER CABINET LIGHTING CO CLEANOUT HORIZ HORIZONTAL PLAS PLASTER UGND UNDERGROUND MATCH LINE ELEVATION a a COL COLUMN HP HIGH POINT PLBG PLUMBING UH UNIT HEATER DESIGNATION ><CONIC CONCRETE HR HOUR PLYWD PLYWOOD UL UNDERWRITER'S LABORATORIES CONTINUOUS WOOD 4 POWER/DATA LEGEND a00 a CONF CONFERENCE HT HEIGHT PNT(PNT-) PAINT UNEXC UNEXCAVATED FRAMING MATCH LINE A 50. z z O CONN CONNECTION HTG HEATING PNL PANEL UNFIN UNFINISHED SEE XXIX-XXX 0 0 O CONSTR CONSTRUCTION HTR HEATER POL POLISHED UNO UNLESS NOTED OTHERWISE 3 SHEET NUMBER WIRING DEVICES LOUDSPEAKERS m m j CONT CONTINUOUS HVAC HEATING,VENTILATION, PR PAIR UR URINAL WOOD BLOCKING SHEET NUMBER ON CONTR CONTRACTOR AIR CONDITIONING PREFAB PREFABRICATE(D) US UNDERSLAB WHICH CONTIUNATION LOUDSPEAKER DENOTES CEILING MOUNTED O O N COORD COORDINATE HW HOT WATER PRKG PARKING UTIL UTILITY 'IS FOUND WALL MM CONVENIENCE OUTLETS®1V AFF(UNO) O O CORR CORRIDOR HYD HYDRANT PROD PROJECT DRAWING REVISION DO ® m m CPT(CPT-) CARPET PROJ SCRN PROJECTION SCREEN VB(VB-) VINYL BASE PROPERTY LINE SINGLE DUPLEX "QUAD" SPECIAL PURPOSE w w CSK COUNTERSUNK ID INSIDE DIAMETER (PROJ SCRN-) VCT(VCT-) VINYL COMPOSITION TILE FINISH WOODWORK (►� (m ® Q JUNCTiOWPULL BOXES cr cr CT(CT-) CERAMIC TILE IN INCH(ES) PROP PROPERTY VENT VENTILATION `}' `H' `}i' T CTR CENTER INCAND INCANDESCENT PSF POUNDS PER SQUARE FOOT VERT VERTICAL p JUNCTION/PULL BOX CU CUBIC INCL INCLUDE(D),INCLUDING PSH(PSH-) PURSE SHELF VEST VESTIBULE FENCING(NTH POSTS) FLOOR MTD CONVENIENCE OUTLETS DENOTES FLOOR MOUNTED RI CW COLD WATER INSUL INSULATION PSI POUNDS PER SQUARE INCH VIF VERIFY IN FIELD (INSUL-) PT POINT VOL VOLUME A PLYWOOD SINGLE DUPLEX "QUAD" SPECIAL PURPOSE D DEEP DEPTH PTO(PM-) PAPER TOWEL DISPENSER VNR(VNR-) VENEER z 0 DENOTES CEILING MOUNTED O DBL DOUBLE INT INTERIOR PTN PARTITION VR VAPOR RETARDER e O ® O Co OCT(OCT-) DIAPER CHANGING TABLE INTERM INTERMEDIATE PVC POLYVINYL CHLORIDE VT(VT-) VINYL TILE LETTER(S)IN SYMBOL DENOTE(S)SYSTEM FOR DEG DEGREE INV INVERT PVG PAVING VWC(VWC-) VINYL WALL COVERING WHICH JUNCTION/PULL BOX IS INTENDED DEMO DEMOLISH,DEMOLITION PARTICLE BOARD TELECOMM(VOICEIDATA)DEVICES °z DEPT DEPARTMENT JAN JANITOR OT(OT-) QUARRYTILE W WEST BREAK LINE I FLOOR CORE DRILL N DIET DETAIL JT JOINT OTY QUANTITY W/ WITH WALL MM VOICE/DATA OUTLETS®18"AFF(UNO) OF(OF.) DRINKING FOUNTAIN W/o WITHOUT DIA DIAMETER KD KNOCK(ED)DOWN r RISER WC WATER CLOSET VOICE(TEL) DATA VOICE 8 DATA OUTLET MOUNTED CONDUITS GYPSUM WALLBOARD /� _ FIRE EXTINGUISHER CABINET THRU CORREE DRILLS.POWERR(QUAD)I DLAG DIAGONAL KO KNOCK OUT R THERMAL RESISTANCE WD(WD-) WOOD V -� ;RECESSED AND SURFACE MOUNTED) v 0 v VOICE&DATA SHOWN. DIFF DIFFUSER KIT KITCHEN RAD RADIUS WG(WG-) WALL GUARD PROJECT DESIGNER: DIM DIMENSION KPL(KPL-) KICK PLATE RB(RB-) RUBBER BASE WF WIDE FLANGE ,.'' MdOt Shala+� DISP DISPENSER RCP REFLECTED CEILING PLAN WH WATER HEATER WATERPROOFING DRAWING TITLE FLOOR MM VOICE/DATA OUTLETS v .v DIV DIVISION L LONG,LENGTH RCPTN RECEPTION WI WROUGHT IRON V.-W.y�0' VOICE(TEL) DATA VOICE&DATA " DL DEAD LOAD LAM LAMINATE(D) RD ROOF DRAIN WIN WINDOW � s ON DOWN LAT LATITUDE,LATITUDINAL REC RECESSED WM WIRE MESH ® ® ® A RIGID INSULATION f DP DAMPPROOFING LAU LAUNDRY REF REFERENCE WP WATER PROOFING DRAWING EQUIPMENT DESIGNATION DR DOOR LAV LAVATORY REFR REFRIGERATOR W RECPT WASTE RECEPTACLE ` s DS DOWNSPOUT LB(S) POUND(S) REINF REINFORCE REINFORCING W'SCT WAINSCOT 20 "w_ ✓` DW DISHWATER LF LINEAR FOOT,(FEET) REOD REQUIRED Wl WEIGHT 1i4=V-0- 01M M,,Wor.•s v S-m la:P44 mu"O tEwvt DWG DRAWING L H LEFT HAND RESIL RESILIENT WWF WELDED WIRE FABRIC fo.•,:to WA r.su ..1.rr J, DWV DRAINAGE,WASTE AND VENT LL LIVE LOAD REV REVISION BATT INSULATION a^wow A+o- .�iwroaa c�ir+non.o r�eivw+C. LKR(LKR-) LOCKER RFG ROOFING YD YARD KEY NOTE FINISH LEGEND t-E CE i" EAi•CO++CEPii O p w�,Q@tgp.a.�ocEaotEpar E EAST LLH LONG LEG HORIZONTAL RF RF- RESILIENT FLOORING ,FEfOCEfppaEsi.a°rTE+e4aRv w ( ) O tE 5�LI"ot eE cEcsowct o EatE°aS NO EA EACH LLV LONG LEG VERTICAL RH RIGHT HAND ZN ZINC" `.a r etrtE°FCC N CEASONF_PA E°P°� n1V ihli-OC yrp,t+coM G EIFS EXTERIOR INSULATION AND LNG LONGITUDE,LONGITUDINAL RM ROOM CARPETING c o uc wEoFt.., �yMf«tyyl CE$Po"SEC i,Ot FINISH SYSTEM LP LOW POINT RO ROUGH OPENING K EG Erq°ssoaows,oi�r W FLOOR TYPE MILLWORK SURFACE TYPE ELE CO l t oo„W:11 L EJ EXPANSION JOINT LT(S) LIGHT(S) ROW RIGHT OF WAY TOILET ACCESSORY SYMBOL €a pr;:s;t•tE reo ELE©FOt"C ROOM NAME NUMBER AND AREA ✓EC,•--00"i E C s Er, EL ELEVATION LTG LIGHTING RTF(RTF-) RUBBER TILE FLOOR ww-Tek,re;•rEIE��C E h�} Ci;W+C&Cr i...i DOCu•Ertj�wv.E,lt c C-LIAR TEES•;ro t..E Ccvc1•OF 1•1% ELAST ELASTOMERIC LVL LEVEL RUB RUBBER RESILIENT FLOORINGFLOOR MATERIAL TYPE NORTH Elarnorx wi•O nEGEr ESA ELEC ELECTRIC(AL) LWC LIGHT WEIGHT CONCRETE RVL REVEAL G83 ^° �,.K• 204 ELEV ELEVATOR TYP c- ENTER EMERGENCY ROOM NAME TYP -MILLWORK � �+"!E"gartas;swwuc m PLASTIC LAMINATE M 8 ENCL ENCLOSURE ! 000 g SURFACE } 3 I AREA SHOWER HEAD ENGR ENGINEER _. FLOOR MATERIAL NUMBER TYPE 8 NUMBER - n ENTR ENTRANCE _A EO ELECTRIC OUTLET SYMBOLS WALL TYPE EQS EDGE of SLAB DOOR NUMBER EP ELECTRICAL PANEL e ----- GLAZING NEW DOOR IN NEW EQ EQUAL,EQUIVALENT R FRAME TING FLOOR SINK WALL MATERIAL TYPE t EQUIP EQUIPMENT AND 0 DIAMETER PLATE ` � /�i n (EQUIP] ANGLE & DOUBLE ANGLE t PLUS OR MINUS ACOUSTICAL CEILING 411 llp�;���)\�_'I)R ES EMERGENCY SHOWER BOARD DOOR NO, F S. ` /� jjr L,t"' ETC ETCETERA @ AT FEET SQUARE FEET ORD 111�,11llnfl��`T 1 Ua�'�e EW EACH WAY x BY INCHES 0 TUBE WITH DOORUSE ROOM MARK ARK OR WALL MATERIAL NUMBER ,// �� s EWC ELECTRIC WATER COOLER DOOR MARK ONLY L\I`T�i 1�-1 0 SECTION�`1 S EXC EXCAVATION,EXCAVATE CENTER LINE # NUMBER POUNDS i ZEE SEALANT AND FLOOR DRAIN L EXH EXHAUST CHANNEL d PENNY(NAIL) BACKER ROD F D BLOCIt 1 LOT 17 EXIST EXISTING ) r� W EXP EXPANSION DEGREE PERCENT XISTING DOOR 8 FRAME l���I)11�NIATIONS AND 3 EXPO EXPOSED OVERFLOW DRAIN AND ROOF DRAIN cc EXT EXTERIOR EXTERNAL SPRAY-ON © C3111 HII,IiIiGEND a FIREPROOFING WINDOW TYPE SYMBOL SEAL&SIGNATURE y O DATE:08/15/2022 WINDOW TYPE OVERFLOW DRAIN PROJECT NQ:2022.03 WJ F ' ROOF DRAIN DRAWN BY:MS PARTITION TAG ROOF TOP UNIT CHECKED BY:ES DRAWING NO- 0 REFER TO MECHANICAL FOR TYPE J -/ L Lu Hl l���•1 •l� s , SHEET 1 OF X 61'-0" J. f 15'-(r 41'-11" OWNER: a'-B" a'-1o" 1s'-o" 2'-5- s'-o" s'-o" GESTHIMANI KOULOUKIS - i r �' ,► ....................... — R RIDGE DRIVE0573 Three Techniques - YE BROOK NY Used to Create is'-o•, T.(646)261-7166 - r MECHANICAL \ E-MAIL: Through Wall Hole �.* ` •• 1 ROOM+2'EL Penetrations in '. � % Combination with parlous Link-Sear �"DRONPA "�`'EF I 2 ........•1 E LIFLL COM 00 v�vE,N m wrbgN+s co Modular Seal Options. a. 77 SF CML ENGINEER: W '' ` up Modular GABRIEL E.SENOR,P.C. CentutyllnsO Model C S Sl�/e9 in Coltnbloantion o. _ 90 NORTH CENTRAL AVENUE with„�du al MM( )LlA-SooK , � ;PROPOSED 14'X18'IN-GROUNb `I ,�;, "'` �I ' � G•••GUNNITE POOL UNDERSIDE @Modula : ••: 1 5 HARTSDALE,NY 10530 a MIN.+Y-0"ABOVE BOARD, •� o It i;o c 14'-Cr o _2" T.914.422.0070 -�----- -- -.-- W ,. •POOL EOIUIPME­ It 0'-2" V) WINDOW WELL io - DISTANCE FROM WINDOW E-MAIL: ?{ , ounstruatia�.l.4�deof °. �3_i-Roots+2'E s'-r ` EILEEN a,GESENOR.COM • IiDPEdrsbC,dra�r aea+neuranoeoremLhm'sAoe�a:a7,etuwrsoa!*AlnauQsrSoots 1 CC) C ,•. C 1 C !'TOEMERGENCYGASGENERATOR -' are E�am ow/to purarnea`Na Leak Sak►0on"rorCois p�►aPma'r+apa�c�• � �' GENERAL GUARDIAN � GENERAL CONTRACTOR: I4•w+dle.l�101deoMh Ni�lWSlOp ,s•,u� ,.s•im FILL 4'-2• 5' 1" 7' 11" 5'-1. SERIES 221cW �1� 1© t0 .,.. urmt UCN7 p• I'•• andior the sleeve in the'wall i•eaturos ............ �� pE,u�N�, 18'-4" i•, ~. tv :mil ail twur tomes,f4aiter gages lima artd rltortay... w74Acwr, WINDOW WELL _ C.`t�3 arfi p►o�oided to HW HEATER R-21 INSULATION(TYP) ' Lrnk-Seal modular seals utstar#In to 75%less time o make went hi loans O FLOOR DRAIN' ' i:.'�le and dOpAra18 conwrled to leas oakum joints,hand f-tte:l flash'rtgsr = a - ,�• t0 4'-0". 10'-0" mastics or using boots °? w _ _ _ SIfv1E' e 8v8ilal7tC iri 1fi W H(01 N)V _ :o� o) Positive h drostatic seal-- r diamr4,up to 254,ate any IPltgyt.In the evt'r11 of t!t5efrf y , ......... - •u� roe voa s� ,s�® r 133'-0 HI @ 1 ` - '- ` 1 8"W X76" 28 SO ENT ChFt tlty can be shenad with orrfirRa hand Sods L inic-S4:�r mnd�lar 5ri5�r�cared at ZO as, tdG•eet 41 COMBUSTI N HIG 0"BELOW ry 9 4 LI.Nr V , CEILING 8 10"ABOVE FINISHED FLOOR Via•_0- ' head)which exr�eeds the aerfarmanre regwrements of Pro-castor Cored 1iV>3il ippegings in Eomibinatiort most Rpjir,:3hgna AREAWAY Long seal life... I C C '• • "• •.• 1 wjth Nitrile(9yeen)Lllnk�ailD(Modular Seats CEILING r 9" CEILING. i Link-Seal modular seats are designed for use as a �Y• AHU - AHU Link-Seal Modular Seals permanent seal Seal elements Are specraly rxrrrwur%d- :.. - 7'-0"_ 7-0• tAC a!e LSD crntiltwrtl utSlalled aY ed is resist aging ano attar[fmm ozone•sunlight,wal r .,, e in cored yr tr�er,xtys a a#nd a wide range ci rrMernic.�ls. 80 �pro alst openings such as01 6-0Maximum tection a ainst corrosion... .... — tIhose formed by use of �'O g �Cod-Cast'(7ssks toe p 9 Standard fasteneni have a two-pan Zinc dichromale anvi { `� 1' " • 8'-r p� pi tart'corrosiaar inhbbrig coakrng.Cofiv%ws _ htce icxtns.See 't 1' Celt-Cast Disk(page 4)nr resistant 316 stainless sleet available nor maxima,m _ -; �+.; • ' — Y:•_ • • , mrstad P51 for more corrosion protection. "z '•"; DOORS INSULATION(TYP.)3/4 1 7: •' .......... STEEL irsfcrmatiart w f ;.;: INSULAT ( .) o c RECREATION NEW 2x4 PERMITER WALL WITH R-13 Cotdtication/Approvsrts..r v '",.-- � �.• HOURE FIRE RETED WITH c7 P2wlcr Mu/vll Plrtt A royvitfS Aissc u wstJr:vtin� of ,' N INSULATION 2"THICK(1'PER R-7 VALUE X ROOM �Y pp 'tY SELF CLOSER' a lovars from various Fede4a-'Q unaes associations. � _- q'� �••..; 2)R-13 MIN.SPRAY CELLULOSE '' f'� : R-21 INSULATION(TYP.).- INSULATION @ FOUNDATION WALLS(TYP.) 6 alder gtotops laboratouies and o(pnizatlrJ,ts flRodoi WS Steel 8tee+ti�a to Combination with W ,r '. - �' R-1 IN C 656 SF xV• o °f= 2 SULATION TYP ISO Quality Assurance. ; .�� ( ) Silicone(gray)Unk•Seal*Modular Seals LinxSeat modular seals are rnun�faais,tred in an ISO _ - �, � �9 Yf ti _ . . . • Fn • Moda14YS Stem Sisevas %. 0 12101 oenified facility 2 CAR GARAGE .« � W k are recede f1mm fie ,4voll Configure a Link-Seal modular seal to 1 :�: �> �. -•• '• :' cc .F o a z �Y �y.� �.- v 'R402.4.1.1 INSTALLATION: '• •:..• _ � _ ° *e"or smmless.pipe A match your application... ;� 1' 'z Y " ►AIR SEALING SHALL BE PROVIDED BETWEEN=' Z Q O fua t;iRceBi>r1Atr tG Braes,r sslpr trru�eri EPTlJ►4 Nstrile,8s o 130'-11" 16'-9" 9 O 5 I�v�' F ,CONDITIONED SPACES.INSULATION SHALL BE.' (� e. - �i 0 mis as t o Silicone eiestamo-M may he vsf'tf. war. � co � 1%�'_ 4,1 - I �:,INSTALLED TO MAINTAIN PERMANENT CONTACT; 15'-3' _ - 16'-2'" � m j N 8rtd Chor to prevent .ust y ,u s3t •a n h y,ia:3;V111TH UNDERSIDE OF SUBFLOOR DECKING.THE01 rttrfvern+�M.TFt4 2'OoUer s;n7 S h t1K options to maac u, .' `�� f; psrfortr>arE characteristics v7ittt 5erviu, �s rya Y•AIR BARRIER SHALL BE INSTALLED AT ANY W N o STEEL DOOR MIN.R-21 m O rn (wetenstup)iS r�oMrrnnt►Usly y P II .' C '' Y ���EXPOSED EDGE OF INSULATION.NARROW INSULATION TYP. 3/4 O= C u conditions I :, ,� w ( ) o BEDROOM w t welded on br•Ah sides _ ,• , CAVITIES BATTS IN NARROW CAVITIES SHALL BE' HOURE FIRE RETED WITH I 01�' �,�,'; -CUT TO FIT,OR NARROW CAVITIES SHALL BE SELF CLOSER m Mom V'fS is av le Ina - z io m �1+ii1e rnrtr�e cif dsalreters anti -- ,,,'.. 3. FILLED BY INSULATION THAT ON INSTALLATION ~ 5 - aRy lerVo Sleeves are,,I>no- i, � READILY CONFORMS TO THE AVAILABLE CAVITY' :b I , ­SPAj 196 SF teUN:ci h a Coats of.red rc,aw, r C CE. m Ir C Y n9 prunes Ho dip gatvaniz;� � ' 131'-7 • '18'-0"•. �-�- Is aya4 able nn rrogu�t S✓sr.ry.N..y y+v tar.t�l,i..e�11. I. •M '' " .DOOR MIN.R-21 r` Z Z O INSULATION(TYP.)- v o 0 o t- io. 04 131'-7'- m m D 8. - LA 0 0 LA UNDRY 22'-5` :'sue' ' SLOP SINK �. in cr co 0 MUD ROOM 14'-11" 3 N v BATHROOM VENT SHALL ? :? m TERMINATE @ FACADE WALL rX m MIN 3'-0"AWAY FROM ANY WINDOW OR DOOR PROJECT DESIGNER 7 SHOWER W/C LAV TH Mslot Shala O t A. � � Gam.� L �.a '7�C:r► 4A0D• a«ncar3l g. t 2 50 SF i 1'-10"1'-10" 1'-6" j 07W McQ;O.Aqr,SµV lek-kw nbt NY 10471 11 • to S.H+T.:10.7814 F.N7-v2132 I -• ' F.r1Y.'ri+++tY=Cd.+•r.L•�77; .,,g18y), r,M•r.C.tYwa twn O Q .... ........ ... - • ..O t'T r[Ai�ffA YR FE ri Y ....-. - .. ...-- ,� I �,</j1 ,(`•3'' p'aTGBNET OaI{1 rrffjiaODVCEd OR i IDTrQTij,lly.TOM-!• W d` ' ATE A v �rhr LC 1-011 TM, '4. .J' (,. -` V.,�,+Tr�+•J�N11"MaFE�W+;CaarO TUP' �� r EeV$^TOT;Oe"�w,.O1+3 Q 22'-5" 11'-2" 5'-6` 16'-11" '�� Dim C;Tcr T C.ocd T 7~Au eE;:e crla Co.,To�T i AECIR011C �' ! ; Y 1ED..1,.C01E, S+,rIErr •lCOMn,IQ41TEi ATE Or Attc% 57'-0" �' r+r;;LL47CE O•T"i;DOC r •• i r+ , r •: [ ..- - tf'� QyWA(IlTEEi A;IO TrtE GENERA lrrE • +— •N�1� LII.C•TDr.Y DATA OT ir,E GENERAL t LU I _ t 9 It ..•.... I I f- I ei7 ZL1ENyt({OTSwuA LLC �q W � i I �' * N• �• � >f 01 I .................. .... .......... ... I I �, �~ 411- *14Ampirtr D RYE liltM�10,573 ZONE 11-10 SECTION 211 •................. 111,0131 � 1 LOT 17 W BASEMENT PIAN a, / I ( AL SIGNATURE DATE:08/15/2022 \ / PROJECT NO.:2022.03 W I I 5 � DRAWN BY:MS 3 1 �If I ( CHECKED BY:ES 0 DRAWING NO 0 W ....�......... =..■.i ......... .....11�.I. .I...........................1.....�.........�...�.1... 11-1.0.0 18r-0" g BASEMENT GROSS FLOOR AREA:1,965 GSF JI 1. ALL INTEROR PARTITIONS AS SHOWN HEREIN SHALL BE 4-7/8"(2X4 X 618"DRYWALL 91)EA.SIDE)NON-LOAD BEARING(TYP.) HABITABLE FLOOR AREA 1,104 SF 2. ALL INTEROR PERIMTER PARTITIONS AS SHOWN HEREIN SHALL BE 3.718"(2X4 X 5/8"DRYWALL(1)EA.INTERIOR SIDE)WITH MINIMUM R-13 INSULATION(TYP,) 1 BASEMENT • 3. ALL CEILINGS AS SHOWN HEREIN SHALL BE 6/8"DRYWALL(TYP.) 1/4°=1'-0° 3-0-H.POOL FENCE 3-0"H.POOL FENCE \ M1503.3 KITCHEN EXHAUST RATES WHERE DOMESTIC KITCHEN 135'-8" ................. ... COOKING APPLIANCES ARE EQUIPPED WITH DUCTED RANGE HOODS OR `'- "`" ` DOWN-DRAFT EXHAUST SYSTEMS,THE FANS SHALL BE SIZED IN ACCORDANCE WITH SECTION M 1507 4 V OWNER: uJ .....1a'-o•.:••.•' •. ,:-; � � GESTHIMANI KOULOUKIS TABLE M1507 4MINIMUM REQUIRED LOCAL EXHAUST RATES FORONE FAMILY DWELLINGS AREA TO BE •, •'. \ EXHAUSTED EXHAUST RATES KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS :13'_p•.:':,`.:'•: :, C \\ 48 ROCK RIDGE DRIVE EXHAUST FAN AT EXISTING KITCHEN NO 8 WITH VOLUME OF 3,170 CU FT X 15 AIR PER HOUR=47,550 • CUBIC FEET MOVED PER HOUR DIVIDED BY 60 MINUTES SHALL HAVE MINIMUM EXHAUST CAPACITY OF RYE BROOK NY 10573 792 CFM EXHAUST RATE OR HIGHER ADDED 40,000 BTU GAS STOVE PLUS 100 CFM MINIMUM FOR ° O CL o _ ':; -:4 = \\ t\ T.(646)261-7166 DUCTWORK RESULTING IN TOTAL CAPACITY OF 900 CFM EXHAUST RATE OR HIGHER E-MAIL' PER M1503 4 MAKEUP AIR REQUIRED EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS _ a: .'. `,, '.' �:;:,:. .,,•': c a'-11" 2 .;: w .:• ..`';. ".' 13s'«s°° " GESSIE E OF 400 CUBIC FEET PER MINUTE(019M3/S)SHALL BE MECHANICALLY PROVIDED WITHMAKEUP AIR AT A w _ \ �i G. OLIFLLC.COM RATE APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE MAKEUP AIR SYSTEMS SHALL BE EQUIPPED " J c o .: : ,.; 80:; 137'-2" 0 > WITH ONE DAMPER AND DAMPER SHALL BE ELECTRICALLY OPERATED DAMPER AUTOMATICALLY OPENS �•,', ". o Q L \ WHEN THE EXHAUST SYSTEM OPERATES DAMPER SHALL BE ACCESSIBLE FOR INSPECTION,SERVICE, iv in PROPOSED 14'X18'IN- _ \ CMl � REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION OR ANY OTHER DUCTS """ SE '' GROUND GUNNITE POOL' j' J SE \ ...-..... a... . NOT CONNECTED TO THE DAMPER BEING INSPECTED,SERVICED,REPAIRED OR REPLACED - `` '` - -- \� GABRIEL E.SENOR,P.C. w �. " o :. - PER M1503 41 LOCATION KITCHEN EXHAUST MAKEUP AIR SHALL BE DISCHARGED INTO THE SAME ROOM OPEN BELOW To WINDOW WELL 90 NORTH CENTRAL AVENUE ; r IN WHICH THE EXHAUST SYSTEM IS LOCATED '• f J'w "s DINe;> HARTSDALE,NY 10530 ' =-••_ -3'-0"H.RA G FALL PROTECTION.1===., 3'-0-H.RAILING FALL PROTECTION i GENERAC GUARDIAN ' ) " ,\•�,.• - ::..a,_.,i!>., . ,,_.,t.xa,:J.`t_r-'l �: �.:-s..rrr.: ;;-'-•- - SERIES 22kW T.914.422.0070 L ;2e'.11•a�:, ..:.�,. ,. E-MAIL: EILEEN GESENOR.COM OPEN BELOW TO -••i -;r-••,• •;�--un'DINING811 -.;..•.,,, - S :•:...5?�._,..=.O p E Ilk WINDOW WELL' ........,; r GENERAL CONTRACTOR: °o o s :: E =- ,...:: is •_w co a ALL ELECTRICAL OUTLETS } W w "-DECK SHALL BE GFI LOCATION "' ``-_-•=,-t *'. -• _ .I ;....:..,. ,T.B.D.BY OWNER (TYP.)1= ,f• y:::,5�Q,.l��. _,•_:;. ,•rir o_ OPEN BELOW TO AREA 139- 6- _ ; ;•_ H.POOL FENCE GATE "' :_ :::,..r:; ,....;,, CONC.PATIO:--.----,,' "t:-�:.` Y•: ::..,,..._.;,;. _ _ »_•.l• • _„at•- >w K rtJt•__). _ t„- .�..>,,, _w�._'. w'a••` „. -- .!•-.r, .... �:=a.i ::t': ,1'•^�•i _w-ix:.. ,''�'_'•,.3 _•�•�'_..', „ i' .. •P•.�,is _ `••Y.•rt i,.ii,�: - ;'i^",:: ..t O 4,a..:,•' ; -. r-; --t-, r-c`-:;r: _ ,. -5-..--�- -T r-. -!3'-0-H.RAILING FALL PROTECTION�..,... � w,.�:� - •I_, ;r } � POOL ALARM @ 3 DOORS } .J• � _ _ .. 1 .. _ `•-„_,.._. _.....,. ,tea, a. :S •' .w aJ, :\. .w :\.)•' .. • S7'--1• 1 , Q ti ,' :�_ ,.1t.._J� '?, li.. _,` .. •M - '1 -'i :l.s., `r::c� '� .^ �t..„. ..�..,,_.J ;, \•5:.�- :--� ..I .___.,r .-�•�r- �•:. -.:r-•h-= -t'-Y:.�-'a..�J.--;; ,.�::• r ,f:�: _ ,•l .. I,'•Z:..Y . l- ;1- Y 1 O -0" 5'-11` 1 IT 5'-11` 3'-0" " 3'-0" 5'-11" r 5'-11" 3'-0" >\ �Aj . fA) __ ..-..., ti\s ...............:............. e......................................................... x BRAND DESCRIPTION Q� 0 L..............................................................l:= ........a............................................_................._....... ............3....... I O APPLIANCES 1 ,..... ....................................................19'-10".........I..................................................................................................1r-11"�...\.................................�.... SUBZERO IC36R W INTEGRATED REFRIGERATOR COLUMN PANEL READY 1 _................................___................................_......... ...................... ...._..........-------............................._..__55,-8....................•..._..._...... ......... _...........,................................................................................ .........._.... SUBZERO IC30F130"INTEGRATED FREEZER WRCE COLUMN PANEL READY 1 1 ........!..... I.... b SUBZERO IW1818"INTEGRATED DUAL ZONE WINE COOLER PANEL READY 1 ...... ........ ................. ............................................................................ ..•-•........ ` /...........1................................. ........... a T SUBZERO 7023628 COLUMN HANDLE TO HANDLE DUAL INSTALLATION KIT 1 •-•---•-•----..•-•-•--------------•-------•-- " �""�0�'" " GREAT ROOM Ile 1 _...... ws, .................................................................................. SUBZERO 7029829 COLUMN HANDLE TO HINGE DUAL INSTALLATION KIT 1 10 -- ...........-••--•--•---..!......................................................•---- ••--,•--- 5 ••-:.......................... . ....._ _ ------............ <:: --------- .................-------...... -- • ----------------------- SUBZERO T02531 36"STAINLESS STEEL PANEL WITH PRO STYLE HANDLE 1 / I : a SUBZERO 702530«30"STAINLESS STEEL PANEL WITH PRO STYLE HANDLE 1 435....F°ri3a'• 6PEN ABOVE ...........................................................................'..........._. .......;........:..........;..:... Dyy.:....Myy..:........................ .... ......... .._...................................................... SUBZERO 702532 11�'STAINLESS STEEL PANEL WITH PRO STYLE HANDLE 1 U DER 14 FEET . SINK ¢, WREN AB' �..,.,,._:. I............................................................ .._�._� - ..........................._.............. .......................... : ---- ....... �.......... CHEN ALL ELECTRICAL OUTLETS IN....................:.r..... '"JNDER 14 : WOLF GR486G 48°ALL GAS RANGE 6 BURNERS+GRIDDLE S.STEEL 1 _ •-2............................................................................. .....................-••-....................... b ,:............. O �..............----- -- KITCHEN SHALL BE GFI LOCATION..............;........,. COVE DW2450 24"FULLY INTEGRATED DISHWASHER PANEL READY 1 I �_ ' ._ . ...-............. , N ...,....,.. � � _•� -2.0- ....._. �--....:..i•1'-------1----...--• ---- BY OWNER ........................- .... .._.. ................_... i� �-� ............._... .� ... N T B D (TYP : l � ` .:_ GAS RANGE W/ ....o' COVE 9019420 24"STAINLESS STEEL PANEL W ITH PRO STYLE HANDLE 1 DOUBLE OVEN 293 SF EXHAUST HOOD .....\: " ...........................................................................o.... u.. ,, ,. ten.. ... ........................d 1- TY WALL OD N MOTOR S.STEEL �, ..,;.. ............. ::r:,. -= ,>2 f 1 WOLF PW482418 48 PROS LE HOOD O .-.....r.,.w................................... .................. WOLF 808332 1100 CFM INLINE BLOWER FOR VENTILATION SYSTEM /... �.................1........... t;. .. :. :....,...,.. — �': 1 z w:.'Q...�,e,.�u.-....................... WOLF WWD30 30"WARMING DRAWER BASE(FRONT REQUIRED 1 �..,..... :...w. ...............................................:..---................. : : WOLF 823279 30"STAINLESS STEEL PANEL WITH PRO STYLE HANDLE 1 >r..........-• ... •--.....-• ............. L........ GRAND HALL I \ i _IVING RO �NY WOLFMD24TES24"BUILT IN MICROWAVE DRAWER STAINLESS STEEL 1 ...,.,,..i•...................................................... q;':','�>'' '=:'i'' '='' ........ i........................ ,.,.•..............,.,............... o Lu 13 7 :.:...................... .......:......./::..... _ WOLF EC24S 24"BUILT IN COFFEE SYSTEM S.STEEL(FLOOR MODEL) 1 in �... ;� I ......... L........ ........................ z F T.......-...�.. .. .......�..... ........ , ..,....I.................ALL ELECTRICAL OUTLETS IN ...... 224.SF......>55'-8'.........j,_,'OPEN ABOVE ......�G-p ......../......................... �...... 181 SF o o -BATHROOM SHALL BE GFI t BLUESTONE SHALL BE SET w A o/ .......I..............LOCATION T B D BY OWNER(TYP) ....................................................._::.`.�,.............. .�...... -...... ..........._...........................:I....................................o..... m m:3 RANDOM RECTANGULAR PATTERN 1 1/2"THICK MINiIA,M ire 1 18'-1" �� I 1 \ 16'-10" ' 00(%1 SUBMIT LAYOUT FOR APPROVAL BLUESTONE PAVEMENT ....SKYLIGHTABOVE..;t......... ?..............................................................................................................- .......................... 'gg SET WITH 1/2"WIDE 4'-3' 6'-6 .................7�_a"................... 3'-0" ........................._.,•t,:...•.,... �.►,a..a,,�,.=.\,t.........� -10"........... .............6�-................ ._...a�' ...� RAILING SHALL HAVE A BRONZE OR BLACK FINISH 1 1 2"TH C K MINIMUM SAND/CEMENT JO NTS "•'•' '••'••••'--------------- ' is 4\%�ie ii?8 bt j ri f/de die FI �I BLUESTONE PAVEMENT .............. .-._.............................._...........-.----. N j................... _ I'TH'CY STONE DUST W W TUBULAR OR SOLID STEEL RAILING SET WITH 1/2'WIDE SETTING BED,COMPACTED .::rr;:•.. +; ,::+r,,x ——— — — }Q' xiha\t•. Ir TYPICAL CHARACTER SHOWN TOOLED MORTAR JOINTS ` — —— ✓,"r r' \t-.':: ?hY?•:::;=':,�ISG SUBMIT SHOP DRAWINGS BY VIBRATING 131•_1 .......= 140'-Ow ��,-........ \ "'' FOR APPROVAL 0 R A DETAIL AT UPPER -"""'-'•"•' ' 'n•--••••-••••-••---.•-• 4" $ P SIMILAR W,TH 1' I 4'-11" -�-•� V-6" 4'-11" - \ n L E R L EXTENSION V - LAV A T ` •Ar ' . . 0 . 1GRAND STAIR• r ,rP .•. 1 CLOSE Q 1-5"1-5 _r ". :::: HANDRAIL 1 g u, -3:............... ... i8.:.11 <.... .;°N1 ..;, AJ ................:.. R D NOT TO SCALE / 1 , � .:. ........�` _ .......................... 0 o 6x6x10 10 WWF 1.. 1 6 SF N r L w �B"WIDE CONCRETE CURB AT SIDES. 6"THICKNESS COMPACTS' -- P. MAY BE SEPARATE OR INTEGRAL WITH PROCESSED AGGREGATE BASE COURSE POWDER ROOM "r'?r \- ;6'-0•";.'" r-.- STEP STRUCTURE 31' _ 5"POURED 45.000 PSI CONCRETE BASE �` ` • 8 aw•. 8- 20 CURB DIMENSION �•�;Yam-_- - = t 1/2"R AT EXPANSION JOINTS AT 20'OC SET TO MATCH , 1o.r:. STEP PROFIL13F BUILT AS SEPARATE UNIT '•�'----•: :�•v: CURB EDG JOINTS IN BLUESTONE PAVEMENT -_'' `-�;:L ;� '•�_•. EXPANSION JOINTS AT 210• O' ,rye, • _ FITTED WITH STAIR FEATURES s;x .- `+ - ` - �&"a'9'4xY`'''• av`tsx:t5w daTu�-�.=.-''ssv; '. - 1/2"TO I"LATEX MORTAR SETTING -• 4� �� : - 139'-6; -'-1 � ALUMINUM SLEEVE w CURB I •• , 6"MNMUM DEPTH. FILL BED FOR BLUESTONE PAVElENT I iAr:;r i WITH NON-SHRINK GROUT BATHROOM VENT SHALL 1 :,,�; -y:---., -.-.'%`':•••L.;,,•- ,,._...' STEP BorTOM TERMINATE(d�FACADE WALL I ``' 11'10':-,:x MEAS-IRE POINT OF STEP L 5 MIN.3'-0"AWAY FROM ANY f= �.?=- .. " � ••! 5'MINIMUM LANDING TO NEXT STEP RISER � WINDOW OR DOOR __DN.. �•��� _ IF CONCRETE EDGE CURB OPTION USED 8"TOP THE D 6X6XI0/IO _...J::,y.c:::...::.::�---• '•.,.sac--'----^:::i___ �! CURB SHALL EXTEND ACROSS LANDING YlWF MAT Y .F•- _ ii"'•✓-•^'••::`r-,«r.:=: AREAS BETWEEN STEP SECTIONS CONCRETE wA_K PAVEMENT 5 Y 1/2"R REVISE DEPTH FOR BRICK .'2 ,,.w 3/4'-I" AT EDGES 5000,E PS ISTRENGTHo ANGLE �t `.�:_-- U. x,,.•' F.NISH VERT CAL AND HORIZONTAL RECESS • _. • �.�•••� ., .r ^�-F°'�_A- ^^a' $zoo'-'ryrrA �`�t EXPOSED S'E SURFACES t T t0; XP P RFA WITH A • :....r..T•_ , q WOOD TROWELED SANDY FINISH o • • • .1v.�►�+s« EXPANSION_DINTS AT STEP TOP 1/4"WASH _ • 6'-3" -.:...:........-. 12'_0" F AND SOTTOIr TO BE 1/2"WIDE ON TREAD . a"THICK C OrnPaC TED 16'-3" 01 23''11" 16'-9" ,,9 r .s R f « Y.PAN N JOINT TOPS ff 3 NOSE ,o • 3'-0"M N PROCESSED AGGREGATE 1 E_ESS E SO JO .... ....rARE o V c POURED CONCRETE !e O SEAL EXPANSION JOINT SURFACES BAR "• I .."5r-0' _� f r� L. sCM OD K'" W •e - y• aZ C. sw .A > to iaf C ff 5 REBAR F00T NG(5000p,'PSI) \ CONCRETE wAlr,PAVEMENT -• . ' y REV SE DEPTH FOR BRICK a f%5 REBAR •• \ PSI STRENGTH 2 2 ••"•• r i SOOGj+ _� /�5 REBAR AT I_'OC vERI - - , ort t o 6X6WWF IO/10 EXTEND INTO CONCRETE BASE MAT F.s• 2 Jr5 REBAR HORIZONTAL ` NORTH S~ +Y 4 w • 1 1 E ~ 9 z � � • POURED CONCRETE STEPS , y�■•- cc 5000#PSI STRENGTH \ \ y Y •• 4'THICKNESS COMPACTED 1 PROCESSED AGGREGATE 4"THIC Y C OMPAC TED 0 PROCESSED AGGREGATE • -• k W •• COMPACTED SUBCRADE \ 1• � - POURED CONCRETE jj5 REBAR AT 12"OC VERTYuOt• n•''�1{~`' o FOOTING(5000#PSI) • EXTEND INTO CONCRETE BASE 3 _ i2.. 2 5 REBAR HORIZONTAL 48110t.31 itil)t><l,DRIVE C SEE PLANS FOR r.iDTH AND FORM OF STAi"S 11YE BROOK NY 10573 ZONE 11-10 SECTION 28 3/8"EXPANSION JOINT TYP.FLEXIBLE 0 PLANTED AREA(FG) CAULK.POLYURETHANE 2"THICK BLUESTONE STEPPING STONES I;I.1)�:Il 1 I.()'1'17 4"PERVIOUS ASPHAL W 1"SAND LEVELING BED FIELDSTONE -- a 24 WASHED STONE It. TOP SOIL&LAWN 2 BLUESTONE COPING, "2 FEET OF GRAVEL 1'IIiS��1'LOOR � 6 FILTER FABRIC 1 MORTAR LEVELING B FLAMED EDGE 1/1� 4•� RESERVOIR COURSE--GRANITE CURB SEAL IS',A� E DATE:08/15/2022 _ PROJECT N0.:2022.03 • •. ,, • s �•' •. :'..•.�,. � ' �r��r����������������� ORAWNBI':MS • 3 _ CHECKED BY'ES ••' : I _ DRAWING NO: o W CONCRETE BASE _ _ III—IIIIIIIIIIIIII—III II��i�ll—I' s 1 FIRST FLOOR 6"RECYCLED 3/4' SITE PAVEMENT DETAILS_ AGGREGATE BLEND 12" 4 7/1V ol cL . /,,- - 3/4"CEMENT BACKERBOARD 2 3V OWNER: Ire• 6 23116• GESTHIMANI KOULOUKIS � 1 7116' /,— 6 MIL POLY LAP OVER /.- LATICRETE 9235&MEMBRANE 48 ROCK RIDGE DRIVERYE BROOK NY 10573 ......EXTEND EXTEND MEMBRABE TO T.(646)261-7166 17116" 1711V ;o - / FASTEN AT TOP E-MAIL: ^ ^ ` 3/16' ` ^ J BACKERBOARD ••----••••.••.............W 00 BLOCKING E IE EOLIFLLC.COM FIXED GAP GLASS TO GLASS 1 7116' ------114"CE�THINIC ILE E OVER LATEX ` �, CML ENGINEER: PANEL CLEARANCE sw L (3 � , SILICONE CAULK t 1314• 1314• � ! i � GABRIEL E.SENOR,P.C. a t 15/18' ........._ SILICONE CAULK WIRE MESH T� 90 NORTH CENTRAL AVENUE 1 112• 1 1/2' e < < 111/18' t REINFORCEMENT --•� '�? HARTSDALE,NY 10530 5118' 15116' SJ16'TYPICAL SHOWER ENCLOSURE HARDWARE CURB )PANEL 3116" 1 7/16' ,, .. .. T.914.422.0070 GLASS TO GLASS ',..:.::•••::+ry'. f�.i,:.�;^li• :•ii• �t'•r.:.�•; . 'i .•.sir:' DGE OF -GA`p'-" CLEARANCE EDGE OF EDGE OF r +'• -.,..;..•:>• •�S •x ':x•• E-MAIL' �S GLASS GLASS Z%ll EILEEN a�GESENOR.COM ----- ----� -- -� CERAMIC ----JO`, 15#FELT& I SHOWER PAN I i J " i DRIYWALL —� i WIRE LATH '\� 40 MIL.CPE GENERAL CONTRACTOR: LATEX MODIFIED 2 PIECE MEMEBRANE ` ^ ^ —' ' MORTAR BED 114" ! CLAMPING N y-, N y, N •- ; N !•f .- N P/ i SLOPED--' DRAIN 1 1 1 I I I I 1 i J I I I l 1fL`S• ,�ylk 4 MORTAR RFT) ••••Fr 11/2' [t2l3lI6':' SI16•-1/2'c2 3/16' ` GLASS y,, 6 MIL.POLY LAP OVER 5116'-t/r 2 3/8 LATICRETE 9235&MEMBRANE•-•--- 4 7/16' GLASS �`�., 3/4"CEMENT VARIES GEN245XX-CRL GENEVA SERIES 135 DEGREE PONY WALL MOUNT HINGE �``�. 1/4"SLOPE CERAMIC BACKERBOARD 2118' ? TILE TO FLOOR DRAIN WOOD BLOCKING 7 1"MIN.MORTAR BED 1 7/16' 2 1/2' 1'MIN.MORTAR BED �. THICKNESS----�, SILICONE CAULK ••••\\ THICKNESS ��` WIRE MESH t 7/16• REINFORCEMENT C t7^f N d�L J • y� L3� 40 MIL.CPE WIRE LATH / ^ r s k SHOWER PAN r, KEO PANEL MEMEBRANE 5/,6•,rr Q rA n i GLASS 2114" a m 13/4' ti 2• ry 2 3/4 1 3/4' i ` Z O O EDGE OF 1 1/2' I 1/a L 1 1/Y c 1/4" 9 I-t GLASS ` '�� 2 PIECE % o ti 's t CLAMPING DRAIN • _ —- m w In KED PANEL EDGE OF , - ul C GLASS 11 _ Ow I . ` l J t.`` J �•'�, i M Ir � W i v g g; ^ • . TYPICAL TRENCH FLOOR DRAIN DETAIL AT LAUNDRY ROOM N ; N Pf N N • 17ne• I I BEDROOM BATHROOM BEDROOM BEDROOM °o c /5/16'-1J2• 17/16• m m Lu 2 3116• L 2 3r16' � � S/18'-1/2" / 19 22 21 23 x x rn 5l16•-1/2" 00 In GLASS 21rr GLASSGlJ►SS '/ 159 SF 37 SF1 .0 156 SF 59'-8' 219 SF 0 0 GEN092XX-CRL GENEVA SERIES 90 DEGREE GLASS TO GLASS HINGE 3/8"TEMPERED GLASS SHOW 9.-9. 40'-z 9'-9" w w FOR 1/2"GLASS USE ONE THIN GASKET ON EACH SIDE 2 ENCLOSURE DETAILS BATHROOM ' N 20 B B B B B. FBI rl B : B N ' o� i 5'-8" 5'-9" 6-9. 5'-10' 4'-1" 7' 0". 3'-11" b> ' i� 1 '4" 1 15'-0" O o -- __�_—__��.� C __ 10 O • 3'-9" 10 _-.. __ _.. _._...._. O O O rn 0 Z a j O �1 N W " ^ N ALL ELECTRICAL OUTLETS IN ALL ELECTRICAL OUTLETS IN ' is ^ BATHROOM SHALL BE GFI. BATHROOM SHALL BE GFI. LOCATION T.B.D.BY OWNER(TYP) LOCATION T.B.D.BY OWNER(TYP.) PROJECT DESIGNER t 7-10" 5'-7" 3'-0" Mdot Shala Wa S"aia gne"s1. ' 6X6 PSL POST CLOSET 2- CLOSE •' _ 6X6 PSL POST 7'_g• J l / 8'-0' SKYLIGHT cn 1 fq I , Ao SwT T TaaT sN , / f g \ / t•I�i�/7 a N g TUB WIC LAV 11'-3" " OPEN BELOW p_B�_ - 2-—8-8• I i.>> N 10 p \ / I ' w . s A;O 0• T9N tAE ON Co eo o w LAV WC SHOWER 1'-5 1'-5' ''' n, OPEN BELOW O � C R =�f .ER�OFATELEN `^ A f l i 6E RECRODUEA OR Y OT 2'—0"1' S 1-5"1'-10 1'S \ ': I N "v • ROLOE i T. NIVAQfpEr oR O / \ s w f•I - wtELER C uSED•,n• 3 18'-9" n 10 H / \ ( ALL•MEREf'ERaoa$pow a��°'1. y ELECTRON[COPE$Oi %WiNT'�.. r CONTM ERR OR$ 3'-Cr T-0' 6'-0" ih .1" y� I , '►m UTE$AfELE AL >. 1\ \ p �\ V \ ,b.ECT TO THE$Af.E PMIGNT y.��' - lofGA$STATEO WE ELECTRO14 r L h ® ECTN jECECCEC DATA OA THE R�I wRA1TEES Ai TOTHEK T g _ CLOSET` 7�`-7�' � � % f�TfssTyv aF THC• NT f ly - M uY 8'-Ow O () !O;ATELIER YIIOT • , REVTIME ANTI-VIBRATION 5/8" D W SKYLIGHT / / c c '' o : ' O �y �.i c THICK WASHER/DRYER RUBBER MATS i y ALLEVIATE THE'WALKING EFFECT'AT 8'-11 / 2'-9"c'IN ASHER AND DRYERS MINIMIZE NOISE 41 SHOWER -As � AND VIBRATION k OPEN BELOW = cc c • 1'-7 2'-5" 0 �4,1)jjff pO. ALL ELECTRICAL OU TS IN SHOWER \ o O �`)Ii i " Ii BATHROOM SH BE GFI ^ 1 LOCATION T.B Y OWNER(TYP.) " ♦ .' .. Y LILT:B )I1 IN 1O��i 3 w/c-�� l9 °° .b v TUB ZONE II-10 SECTION 21; i:._.-... :................... -:f i R _ -- z DRYER VENT SHALL O•.�' N'� " :'•. co_ - �� �'� 11LOC31 I LOT 17 11'-4" 6-0" 12'-1~ V8'-T. g CLOSET TERMINATE @ FACADE WALL a, •o o L9„ c Lu 5'•8" 5'-8" V2'-11" 6'-1" _6'-4" ''.3'-7" p. 24 ' io MIN 3'-O"AWAY FROM ANY a" WINDOW OR DOOR N N mow_ l co SI.I,OND FLOOR B B B B B B a 80SF ' w ALL ELECTRICAL OUTLETS IN SEAL&SIGNATURE "+ I TEMPRED GLASS TEMPRED GLASS TEMPRED GLASS f- DATE:08/15/2022 BATHROOM SHALL BE GFI BEDROOM LAUNDRY ATHROOM� GREAT HALL BATHROOM LOCATION T.B.D.BY OWNER(TYP.} PROJECT NO.:2022.03 - s 17 16 18 15 I 25 DRAWN BY:MS 158 SF 24 SF 48 SF ROOF 196 SF 90 SF CHECKED BY:ES ................................ SECOND FLOOR 1,391 GSF \ _ DRAWING N0: g 9'-9" IT-4" 13'-8" 13'-3" 1 SEC ND FLOOR 40'-r 9'-9" 114" 1'-0" sJI - � 59'-8" INNER CURB(FIXED) OOF PANEL PANEL EAM EPDM CLOSURE (TYP) PRE4 ABRICATED CURB(MOVING)oITEM OWNER. PEAK FLASHING EPDM CLOSURE(CAULK PERIMETER) RIDGE/HIP CAP (CAULK PERIMETER) METAL CLOSURE(CAULK PERIMETER) CAP CAULK HEM W/BUTYL CAULK SCREW(1r o c) METAL CLOSURE GESTH IMANI KOULOUKIS SCREW(1 r O C) 48 ROCK RIDGE DRIVE - � (CAULK PERIMETER) RIVET(DO NOT _iFqR PANEL o 0 or-0 0 0 0 0 0 PENETRATE PANEL) QUO.E FROM: ABC#561 STAMFORD RYE BROOK NY 10573 ° 78MCS00023 MEDALLION LOK 16"24GA BLACK EA 2495 T.(646)261-7166 o e E-MAIL: 0 78MCS00027 RIDGE CAP 10 3 BLACK FA 20 o GESSIE al aGEOLIFLLC.COM " o CONTINUOUS HOLD-DOWN HEM 78MCS00025 EAVE DRIP 10'3"BLACK EA 24 o GABRIEL E.SENOR,P.C. CML ENGINEER: BLACK EA 2 3W FELTPLYWOOD DECK PLYWOOD DECK SCREW(3/PANEL) o B ° PANEL BEND UP=SEAM HEIGHT SQUARE78MCSOM8 19KE DRIP SCREVII(3/PANEL) 30#FELT ° ° 78MCS00029 ENDWALL TRIM 10'3"BLACK EA 6 0 ol 0 0 a a 0 0 0 0 :Ly_ Hk 90 NORTH CENTRAL AVENUE 78MCS00030 SIDEWALL TRIM 101"BLACK EA ,art,, p�- x HARTSDALE,NY 10530 78MCS00031 ZEE CLOSURE 101" EA `'>� -" <_£' S T.914.422.0070 78MCS00034 PANCAKE SCREW V 100/BG EA: E-MAIL: S3I6 s s3NB• �� r tY �e , ,-. 28 EILEEN aQGESENOR.COM �— �— SEA AND FASTEN oowNSIOPE 78MCS00033 STITCH SCREW 7/8 I00/BG 9- s 4 THIS JOINT ''' GENERAL CONTRACTOR: PANEL -�1'MIN 1•MIN INNER CURB FLASHING,MUST ALLOW L J !as` a'%s_i a• STAND'N SEAM r <..t•;<,� 11 MIN 11 Mil I OUTER CURB TO MOVE WITH PANELS 1 s tF'+ r5,:..'�st'Yt:f;�' CRICVET PRE-FABRICATEDCURB 3D#FELT PLYWOOD DECK(IF INSTALLED 78MCS00036 SEALANT TAPE 30 ': x,EA t:;. 24 CURB(FOVIN METAL CLOSURE(CAULK PERIMETER) i. CLIP _ OVER PURLINS,CONTINUOUS CURB(MOVING) PANHEAD SCREW(1r O.C.) „ SEALANT BIN WEBS `p"I� RE'"S SUPPORT IS NEEDED UNDER WEBS) 78MCS00035 UL-90 CLIP s_ `' ;t EA 1250 SEALANT TAPE •-,,, (2RDWS) 78MCS00037 HEMMING TOOL :¢., :.,mot, �.',+• EA'� I DEC SCREW(3IPANEL) 1•MIN `'aL"'�`e 4. ``�' 78MCSOU038 TOUCH UP PEN rMAX ''"'Ax SURFACE-MOUNTED R ,.. 30#FELT PLYWOOD DECK rMAX REGLET(FILL W/CAULK) 78MCS00039 TITS-BOND COLOR MATCH CAiKk��``` EA 24 CVRBFLASHINGMUSTALLOWMOVING j,5,� .,!F. 1•MIH CURB TO MOVE WITH PANELS , 1•MIN CURB COVER TRIM EPDM CLOSURE ` CURB(FD(ED) BEND UP PANEL (CAULK PERIMETER) 78MCS00041 CRATE/NOTCHED PANE f]FUEL FEE EA I CURS(MOVING) S``.. .> SCREW W0C' END WALL FLASHING 78MIMCS892 SNAP CLAD 16".032 BLACK PER SQFT EA 2495 PAN HEAD FASTENER STAND'N SEAM PANEL 1E GA UPLIFT CLIP(ATTAC METAL CLOSURE TOCURBONL'n (CAULK PERIMETER) 78MCS00014 PA-126 SAVE TRIM BLACK 10 EA 23 PANEL 2 RA=EALMTPE CURB SUPPORT ETRATE CURB SUPPORT CLEAT EXTENSION .J�It>a 78MC I6 A—15 1 RAKE RIM BLACK 10 EA CAULK SEAM CLOSED CLIP W/SCREWS LONG HEM(CAULK W/BUTYL) 78MCS00019 PA-101 HIP&RIDGE BLACK 10' EA 17 RIGID INSULATION TO SUPPORT FLASHING PANEL(CUT AND CLIP W/SCREWS coNTlNuous CLEAT HEM AS REQUIRED) 78MCS00018 PA-121 HEADWALL W/REGLET BLACK 10' EA 7 ® CAULK WEBS CLOSED _'- <. EPDM CLOSURE(CAULK PERIMETER) 78MIMCS893 CLIPS 250/BX EA 5' FILL HEM W/BUTYL SEALANT CUT REGLET a METAL CLOSURE(CAULK PERIMETER) (FILL W/CAULK) 3 :..4 ...x RIVET(1r O.C.) ® 7 M'S 13 SCREWS 1" 1,000/BX BLA K EA: s RIGID INSULATION TO RIVET(3l PANEL,Musr 78MCS00021 PETERSEN FREIGHT CLEAT EXTENSION LONG HEM(CAULK W/BUYTL) SCREW(4/PANEL) EPDM CLOSURE SUPPORT FLASHING NOT PENETRATE DECK) SCREW(1r O.C.) CLIP W/SCREWS (CAULK PERIMETER) d�o 30#FELT a w Z SEALANT TAPE ® PLYWOOD DECK O Q O METAL CLOSURE Z O PANEL (CAULK PERIMETER)ez ISCREW(IT G ?w V SEALANT TAPE BUILT-IN RE E co�rn SCREW(12 O.C.) RIVET(3/PANEL;MUST NOT PENETRATE DECK) Ow co w GABLE TRIM 30#FELT SCREW(3/PANEL) PLYWOOD DECK SIDEWALL FLASHING co FIXED AT LOWER SIDE OF TRANSITION ONTINUOUS CLEAT 30#FELT SLIDING AT LOWER SIDE OF TRANSITION SLIDING AT UPPER SIDE OF TRANSITION FIXED AT UPPER SIDE OF TRANSITION SCREW(1 r O.C.) PLYWOOD DECK a a PANEL(FIELD CUT AND HEM) HOLD-DOWN CLEAT o w CUP W/SCREWS 30#FELT S SEALANT TAPE SEALANT TAPE Z Z PANEL F >>W m co 0 FASCIA BOARD CAULK BTN.WEBS O O N O O Ix Ix FILL HEM W/BUTYL CAULK m m PERGOLA w w A g A GUTTER STRAP 3D#FELT PLYWOOD DECK PLYWOOD DECK N N C PANCAKE HEAD SCREW(1r 0.C.) 04 c Q E_ lcnKITIKII InI is r'l F:AT p C SCREW(17 O.C.) °$ EAVE FLASHING B Z SOFFIT PLAN VIEW r N A SLIDING AT EAVE ROOF Q PROJECT DESIGNER: U.< A 0 LL o Aie;-!Mllot Shala 0 � O vTVN s'uls.4r40"t • t f ) SCREW(1 r O.C.) SCREW(1 r O C) SOFFIT PANEL Z-CHANNEL COVER PLATE /12op J-FLASHING ANGLE RIVET it O C � ( ) EXPANSION CAP c+z<+n+ m!y aN1D�*wm*cna>t SECTION A-A .,�'Y�ior844 r.s�T.�71ftNIZ'�_ GUTTER ENDS -- -rw ' AGN C GW6jIy1 •G�,K' } Y pp 2 C rroT'dtlTrjTxGDyap war ED�T10 EIPR£i,E OrF O O F �(�•��+(L rab �vO1r�M, WF 4'-(r X 4'-0"SKYLIGHT /-e`a ELECTROMC COPIES OFF fL�O"T Icy„ C 100-EAQCR30ELECT r¢C > GUTTER eE s"CT To THE SAW PrRr, KL/EREHT ERRO 0 6eE r LL SCREW(lr O C) O Lnu�sTorFF.ccvR.c.oF A lL 1;3u Tet4e.TELEA L40T AWKE uc 0 O O 1/1 ? dyewswuwce of nNL'{1o¢o ACCURT r10F o O __ Qwl 6D{t'Co,�.(N+fME GENERALW SOFFIT PANEL - p AH J-FLASHING 0 /1 O LO ATp,£R W1oTSINLA LLC SECTION B-B /I2' J/1 e COVER PLATE A, GUTTER END; EXPANSION CAP I ,'Y-� myT RIVET AND NZ CAULK IN PLACE 481111 - 1WE-DRIVE SOFFIT SCREW(1r O C) SUPPORT FLASHING RYE� � �,�,� 11110011 N1 10`)�.i SOFFIT DETAILS GUTTER L/ DET LS ,/ `\ 12"_ -o'r / \ ZI/ LONE 11-10 SECTION 11 0 6'-0"X 6'-0'SKYLIGHT O 11LOC 1 1 LOT 17 u fD _ N W s -- -- ROOF - - 11001 P141IN SEAL 8 SIGNA`URE DATE.08/15/2022 f PROJECT NO:2022.03 W g AWN BY MS CHECKED BY:ES a 0 Ll ' DRAWING N0: 0 J W 111 1.3.0 g ROOF ROOF 1 ROOF AREA 2,800 SF 1/411=1'-0" I OWNER: 2X4 ONE SIDE USE 2X4 BOTH SIDES IF JOIST LSTA24(SIMPSON STRONG-TIE OR USP SPACING IS GREATER THAN 24"ON-CENTER STRUCTURAL CONNECTORS)STRAP WITH TWELVE FIELD TRIM TO MATCH JOIST DEPTH CONNECT RAFTER TO HIP WITH FIVE 16D(0 131-X 3 1'NAILS RAFTER TWOROWSED(0113-x2�� b GESTHIMANI KO�.ILOUKIS � NAILS AT 8'ON-CENTER ••J� 100(0148 X 1 tiz�NAILS REQUIRED AT SLOPES AT OUTER EDGE OF WALL OR r CONNECT RAFTER TO VALLEY WITH 16D(0131'X 3 frl NAILS PER TABLE t 11 " GREATER THAN 312 LOCATE ON WALL TO MATCH JOIST ` b BELOW 48 ROCK RIDGE DRIVE TH b WITH TWO 1CKW TO 131-X 3-) RYE BROOK NY 10573 m "T FOUR 16D(0131'X 31,E NAILS WITH TWO 16D(0131'x 31r� ALLOWED HOLE ZONE AT EACH END OF STRAP/CLEAT NAILS SHEATHING OR OTHER LATERAL T.(646)261-7166 FILLER TOENAIL HIPNALLEY BRACING AS REOUIRED E-MAIL: TO POST WITH THREE LATERAL BLOCKING GESSIE a@GEOLIFLLC.COM BEVELED 2X4 BLOCK STRAP NAILS- HIP MEMBER O 16D(0 131-X 3 ti-)NAILS PER SIDE PER CODE OR FOR SECOND BEVELED WEB VALLEY BEAM LATERAL WIND STIFFENER REQUIRED LEAVE 2;'MINIMUM ON OPPOSITE SIDE END DISTANCE REQUIREMENTS CEILING JOIST CML ENGINEER: MAXIMUM ALLOWABLE V- T SLOPED BEARING SURFACE VARIABIESLOPEJOISTHANGER BEVELED CLIPS EACH SIDE LATERAL LOAD GABRIEL E.SENOR,P.C. BEVELED BEARING PLATE WEB STIFFENER REQUIRED EACH SIDE FOR JOISTS WITH SLOPES OF 1012 TO 12 12.THE VERTICAL ATTACH POST TO BEARING WALL ONLY NOT INTENDED FOR WIND 90 NORTH CENTRAL AVENUE REQUIRED WHEN SLOPE DEPTH OF SHEAR BLOCKING AT BEARING WILL REQUIRE 1 IV RIM OR BEAM WITH THREE 16D(0 131" BEAM OR CEILING JOIST UPLIFT IXCEEDS 1.12 BOARD OR7V LSL THAT IS ONE SIZE DEEPER THAN THE JOIST X 3%-)NAILS PER SIDE SIZED TO SUPPORT POST 2X PLAT E HARTS DALE,NY 10530 SHEAR BLOCKING and VENTILATION HOLES r MAXIMUM RAFTER T.914.422.0070 SEAT CUT OVERHANG ATTACH PLATE TO RIM WITH E-MAIL: RAFTER-TO-VALLEY CONNECTION 16D(0 131-X 3%-)NAILS AT EI LE E NOG ES E NO R.0 OM RAFTER RAFTER 12'ON-CENTER HIPNALLEY TO SIT ON POST(MINIMUM OF 75%OF ON-CENTER RAFTER ROOF SNOW LOAD ANGLE CLIPS RIDGE VIP MEMBER OR VALLEY BEAM AN 30 LL+15 DL 50 U.+15 OL 80 LL+15 OL GENERAL CONTRACTOR: ORIGINAL MEMBER DEPTH MUST REMAIN) SPACING HANGER CLIP NAILING TOENAIL HIP TO RIDGE WITH FIVE 16D(0 131-X 3 L� UMBER OF 16D(0 131-X 3�,"NAILS REQUIRED TYPE Tap Plate RAFTER/CE�ING JOIST SHEATHNG OR OTHER 3'MAXIMUM RAFTER LATERAL BRACING AS HIPNALLEY DEPTH(D) 6 5 5 5 SEAT CUT OVERHANG EQUIRED SIMPSON A23 10d x 1 10d x 1 DEPTH�HIPNALLEY AT SEAT 16, 17 5 6 8 STRONG TIE �• � CUT(Y)SEE TABLE BELOW 1s 6 9 12 USPSTRUCTU 24 8 12 10ONNECTORS A3 10d x I V 10d x IV HIPNALLEY INTERMEDIATE SUPPORT HEEL CONNECTION(PLATFORI4 CEILING JOIST ~� ATTACH BLOCKING TO RAFTER POST OR BEARING WALL WITH TWO 16D(0 131-X 3%-)NAILS ATTACH HIPNALLEY MEMBER TO PLATE WITH i 16D(0 131'X 31{-)NAILS THREE 16D(0 131 X 3 NAILS PER SIDE LATERAL BLOCKING PER CODE OR FOR HEEL/LAP CONNECTION FOR LATERAL WIND REQUIREMENTS HIPNALLEY LOW END TOENAIL CEILING JOIST TO TOP PLATE RAFTER TOENAIL RAFTER TO TOP LATE WITH WITH TWO 16D(0 131"X 3%-)NAILS THREE 160(0 131"X 31,E NAILS HIP MEMBER OR VALLEY BEAM . '• b f HEEL CONNECTION(LAP) HIP/RIDGE/VALLEY/POST DETAIL 1 I '•ice 1X OR 2k CEILING JOISTS Dirtleaaions(In) Bdls Allowalk Loads LATERAL BRACING AT 48" Joist or Modal Atia Headw Joist Mow Top Top F1anp Code ON-CENTER OR AS SPECIFIED RIDGE BOARD Pa19a LTWIMAINLOSMax. Iteadar Top Flanpe No Mangle Tl+iory Tdangle Taeory SLOPED HANGER TOENA1 WITH FOUR 16D(0 131-X 3(,�NAILS �� NTF ary, an. My. eta. Floor I Root Floor I Root Roor I Roof (SLOPED%XEWED IF ROOF PITCHES ARE UNEQUAL) EACH SIDE.OR FOUR 16D(0 131-X A-)NAILS I I 1 (100) (126) (t00) (120 UP (124 (1 RAFTER THROUGH RIDGE INTO RAFTER 8%" E69 (15YS 18*A'it 1301h 2-A I 20 8 11 1 2 1 1 '8.870 1 11085 125,320 1 25.83S 1 20.080(2ZS75 1 119. FL 114 HI MEMBER w m a Z Q O RIDGE BOARD TOENAIL RIDGE C O.edgea -TO-HIP WITH FOUR 16D(0 131"X 31.-)NAIL 2 TIMES JOIST SPACING.MINIMUM 11UTIU(T1 m W H 3'MAXIMUM UNSUPPORTED PLUMB CUT 3 StattGe c Uj CONNECT RAFTER } ILL o TO VALLEY USING l]; w _16D(0 131-X 3%-) NAILS (2i STRUCTURAL SHEATHING ; o 0 0 eo N MINIMUM RIDGE BOARD DEPTH 0° VALLEY BEAM CONNECT TO HIP i o o �'b MEMBER WITH SLOPED HANGER RAFTER RAFTER PITCH q d 8d commons to header. 4 VA""-TO-FOP CONNECTION SIZE 412to91211012t.1112 1212 Fill all three triangle ! a a RIDGE BOARD SIZES , holes to straightened 26 24 16 2x6 bottom flange. o 0 c�c� 2A 24 24 2x8 Fasteners DF/SP Allowable Loads Uplift SPFMF Allowable Loads Uplift 00 0 CEILING OUTLOOKERS AT HIP END 200 2x10 2x10 202 Node( With wilh p 6e. Uplift f dwd(160) Bd x 1K" Uplift Lateral(160) 8d x 1 W 2x12 2x12 14" 1'r R0 To To Plates To Studs Nab Nails CD OD� FUDGE CONNECTION Truss (t60) Fi F2 (160) (16% Fi F2 (160) O o S2 ou ER DETAIL H14 18©(12)8d x 1'k'j (15)8d 1 — 1 1,465( 670 1 230 1 — 1,050 1 00 1 245 1 — m m w UJ N N O 0 Z N�j PROJECT DESIGNER: Milot Shala wa s"rs.nnccst, } z 771 ,,H 2•-6" x I,*, •3 L f_ f -1 1/r 1'-4 1/2' 0'-1 1/2" �[ •- 1 •• C LL aBVfEDF"0 AL O r / r DIED V"MONT W RC F..1,E O I �• LE K ' ATe3ER MLOT SHµA _ �w E7p•.tM OA "1 1I'L /'�,� ATELEOPLLOT SHµF C SE OF i�L f {4 uC{SHKI lq FO DVCED EOTEDOA O 0'-1 1/2" -1 1/2" 0'-1 1/2 W (.-� I ,T 6 WITH F{rLL FE jvONitB♦O aI I � i!l EHT EFCOAi Oq OM;,ONj. D'-1D 1/4° E APaCCT ppTr�ofTMsDOCUeEr»nu ��EE S5IL.��.ECT TO =711M COrbTT°My�$TAT DOVE ETEC TF nC =N r 1 yi . Y®yW'f TE. OQS O°5VIT N SS,w,CE OFETH67nDyOCW�ENTem O MME C { 1 0 NORTH ELEwanoNl[DATA.q 6E�rE:tcc i I i �3 0 1 r — o u b _j I- T v TO A1EtAA T 51YLLA LL" '� T le o _ 41 PERGOLA i I , A J O - v �.• —_j� �// � "• PERGOLA ;! 1 481101113#I1 RIDGE DRIVE a•LONG(2)X#12 DIA.BOLTS 111 I:lilitl()It\Tl 1()i�.i (iX Q �4 �� �\ ZI ONE 11-10 SI,C TION 11 TIMBER BRACKET � —� JIL01;It 1 LOT 17 a 8"LONG(2)X#12 DIA.BOLTS @ ; s 9-0'+/-ATTACH TO 2X6 FRAME 11OI11�I)I:'1'AILS rn 1 8M� ` SEAL 8 SIGNATURE g 1 _ DATE 08/15/2022 f a* PROJECT NO 2022.03 J t _ — DRAWN BY M S • y 1'-8 1/2' 0'-10 1/4" CHECKED 8Y ES a 2'-7 yr i c f I DRAWING NO ac ac DETAIL @ TYPICAL TIMBER WALL W MOUNTED PERGOLA s 1 1/2"=1'-0" V-6"MIN o :"l. #4 RE-BAR OWNER: GESTHIMANI KOULOUKIS '....: ........ r I .• `----\ 48 ROCK RIDGE DRIVE \ RYE BROOK NY 10573 . - = \C`-�C �;s STRUCTURAL STEEL CODE: T.(646)261-7166 :.''', -''PROPOSED 14'X18'IN- ;_. ire:.< \ \ *. '�iy A. ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF THE AISC"SPECIFICATIONS FOR STRUCTURAL STEEL FOR E-MAIL: • r. GROUND GUN_. . POOL:.' ,s0 ;%.- z \\ \ - BUILDINGS"-LATEST EDITION AND ALL CURRENT SUPPLEMENTS.FOR OTHER CODE AND SPECIFICATION REQUIREMENTS,SEE THE CONTRACT GESSIE a,GEOLIFLLC.COM - ;, > a \ SPECIFICATIONS co \ B ALL WELDING WORK SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE AWS D1.1.ALL WELDING WORK SHALL BE DONE BY AWS CERTIFIED _ =`?i= 1 `� CIVIL ENGINEER: �>:�;' ,r":-• - WELDERS FIELD WELDING SHALL BE DONE BY THE MANUAL SHIELDED METAL ARC WELDING METHOD. -. : . • o \ O r r ti::,:;:%. •': ,., r, e :,- \,� C ALL STEEL SHAPES,PLATES,BARS,RODS,AND ANCHOR BOLTS,ALL STEEL SHAPES,PLATES,BARS,RODS,AND ANCHOR BOLTS,SHALL CONFORM TO GABRIEL E.SENOR,P.C. �`.- >'.r ,;;: ::•;..:.•,. ASTM A36(UNLESS NOTED OTHERWISE)EXCEPT ALL C-CHANNELS&W-SHAPES,WHICH SHALL CONFORM TO A99Z ;;t ; .e.•. ''• \ D ALL STEEL PIPES SHALL CONFORM TO ASTM A53;STEEL TUBES SHALL CONFORM TO ASTM A500,GRADE B 90 NORTH CENTRAL AVENUE " - 4 �,� ' � _ \ E ALL BOLTS SHALL BE 3/4'"DIAMETER A.S.T.M.A325 BOLTS IN BEARING TYPE CONNECTIONS,UNLESS OTHERWISE NOTED SPECIFICALLY ON THE HARTSDALE NY 10530 :•.;:�,.' `, f'. '• r.::' - \ DRAWINGS PROVIDE A MINIMUM OF TWO BOLTS PER CONNECTION.ALL BOLTED CONNECTIONS SHALL BE AISC STANDARD. ' . .t,, - ,•.: : n \ T.914.422.0070 ;. .•.:: :�: - E70XX,LOW HYDROGEN. WELD ALL AROUND,UNLESS A LARGER WELD SIZE E-MAIL: ••.' 3' Cr0"MIN F ALL WELDING ELECTRODES SHALL BE :.:.......... c G WHERE A WELD IS REQUIRED,AND NO WELD IS SHOWN ON THE DRAWINGS,PROVIDE A 1/4'"FILLET WE D U ,':,', '' IS REQUIRED AS A MINIMUM WELD SIZE BY RISC ALL WELDED CONNECTIONS SHALL BE AISC STANDARD. •'`-:•.:''•.•- •- : t _• "'• _ H ALL GROOVE WELDS SHALL BE AWS PRE-QUALIFIED COMPLETE JOINT PENETRATION GROOVE WELDS,UNLESS NOTED OTHERWISE ON THE DRAWINGS EILEEN a�GESENOR.COM . � --------•----= ' '' , '•'• I THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE STEEL TO THE ARCHITECT FOR REVIEW,PRIOR TO FABRICATION.A MINIMUM OF FOUR(4) :.> i1111111 z PRINTS SHALL BE SUBMITTED. GENERAL CONTRACTOR: `•: '.',`. .. 1'-6"MIN. J All NON-FIREPROOFED STEEL SHALL BE CLEANED AS PER SSPC SP2 HAND TOOL CLEANING,OR SSPC SP3 POWER TOOL CLEANING AND BE PAINTED .:' _ ... _ •• _ , 4 WITH A ZINC-RICH PRIMER(RED OR BROWN ONE COAT SHOP PAINT).A FINISH COAT SHALL BE APPLIED-COORDINATED WITH THE ARCHITECT. .;-'.:.. :=•. E•) # RE-BAR 1 R402 2 CONCRETE.CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF F/C,AS SHOWN IN TABLE R402.2.CONCRETE SUBJECT TO ^~ •4 •'•. ...'.••.'. '"• .:•':: 4 MODERATE OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2 1 SHALL BE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2.THE MAXIMUM WEIGHT OF - ;': •. () I YPICAL STEPPED FOOTING DETAIL ;., :. ;; .• ,•."' = , '..:`; ;, SILICA FUME,SLAG OR BLENDED CEMENTS THAT IS INCLUDED IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR . _ 6 „- „ FLY ASH,OTHER POZZOLANS, •.. - :... , . - 3/4 1-O EXTERIOR PORCHES,CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL NOT EXCEED THE PERCENTAGES OF THE TOTAL . WEIGHT OF r.= . .4 .MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOFSHALL COMPLY . ;. .,: :, '; . CEMENTITIOUS MATERIALS SPECIFIED IN SECTION 19 3 3 OF ACI 318 E '' WITH THE APPLICABLE STANDARDS LISTED IN CHAPTERS 19 AND 20 OF ACI 318 OR ACI 332.R402.2.1 MATERIALS FOR CONCRETE MATERIALS FOR CONCRETE - ;. ' :,• „ SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R608.5.1. ' - . - . . S 15'-0" 41'-11" 00, •. r ,.t: -- - ---- - - 4,-8« 4'-10" 16'-O" 2'-5" 5'-0" 9'-0" 1. ?ff LOP 10 le f 7 le le _ OF OF ;.:, , r. :. , - . sy _ 10"CONC FOUNDATION WALL - ON 24"W.X 17'H.REINFORCED .. :. •�-•..;. i STONE PLATFORM :. ,� _ - I CONC.FOOTINGS z,.,- ,•:•: .- ': 13'-Cr W1 4xW1 4 4'CONCRETE SLAB W/6x6- - MECHANICAL WWF OVER POLYETHYLENE V B ON " . : _ y0 I COMPACTED 4"GRANULAR BASE .. ,.� 4 - ysG ROOM+2'EI, , �� (CONTROL JOINTS @ 15'-0"O.C.MAX) .� Jt O ' `'. t '� f .. e . - ....---- .:,.,, .. - , F y, .f• ` ' ` f `', y } , � ' rr 10"CONC.FOUNDATION WALL as 'Lp`s/ f f c�I �\ s1� \ ' - z r f ON 24"W.X 17'H.REINFORCED w O -O � j� o> IQ "2::�,,::s -r r �..� F CONC.FOOTINGS = .,.-,. T -C�, Cp 5 `t -C ♦ 1 T .I - L(\tom'�- -I I'• "� :!rleg '1 - /� ':�, . • .W JrVO ,1 in I -2" a� L�'�':1,, `4-i . �. l JGa J a c Z - ISOMETRIC FOUNDATIONS _ (2)1-3/4"x 11-7/8"L 's -()1-3/a"x 11ar8LVL's �.�\'�`���' z o L �'-','(. •; • I - .........L...«• --.....---.-..--..-....•_----.. ......'.....---........... '• r m W y Ill ' - . + 3' 7" 6'-9' fT S' 10'., 7-1" ::5`10'.'. . % a m w ASCE - , 1 .. . . V C L=LO(0.25+(16/vAI)} r E ., i ; 4'-0" w- L=REDUCED LIVE LOAD �' .• - r ,I �'! - N D I 11 : '-.• STEP DOWN NEW FOOTING TO MATCH ::.` -..-.......--._-.----_. t v..::v"�J. ^� v� LO=CODE SPECIFIED DESIGN LIVE LOAD JO I _ _,j. I IY�-,;, ,A v) A=INFLUENCE AREA=KLL(A) EXISTING EMBED MIN.6"WALL O I.. t KLL=LIVE LOAD ELEMENT FACTOR REINFORCEMENT INTO EXISTING . ICONCRETE FOUNDATIONS °0 a ::;- ;;,.�:. .. ' X 4'-0" 10'-0"' TRIBUTARY AREA FOR W12X26 STEEL BEAM: In ''` t''' �• .. $ >\;:1r:�:r1v.:` ,,p� TRIBUTARY AREA A -17 FOOT x 23 FOOT=391 SO FT = - ;' I' .r I a a INFLUENCE AREA,A=2 A =2 X 220=1144 SO FT 4 r LIVE LOAD REDUCTION=0.25+[16/v(A ))=0.25+[16/4(1440))=0.25+0.47=0.72 I. 1 _0" I •:, , ' . • '' i. % ,"''2)1-3/4"x 11-7/8'-VUS .'. Z Z O AMPLIFIED LOADS PER LINEAR FOOT: �. ti �- ,'•. ...; .• t,1,tili > o o o - ti '. DEAD LOAD-1.2(60PSF)(11 FT)-792 PLF 10"CONC.FOUNDATION WALL ayy,y� % W1 - sC'�i0/ >>W LIVE LOAD=1.6(0.72)(60 PSF)(11 FT)=760 PLF ON 24"W.X 12"H.REINFORCED '= ... :.,'14'-0"' ;.. �`•' `'.3'-10 5'-10" :��F�i"�-5". co to Y Y H WU=1.2 D+1.6 L=792+507=2321 PLF=2 321 K/FT CONC.FOOTINGS - "'"'--" _,'�._:�_ ..',;� � .�_ -- ..---- F ALLOWABLE LOADS FOR 22 FOOT LONG W12X4S STEEL BEAM:3030 PLF :,-* .: 27-1U« ' '• - - - - . •• - : 32'_9" • Am _ �� ;, O O� DEFLECTION:9116" D0 ; . _ . • _ ,G� -- f m m MAXIMUM ALLOWABLE DEFLECTION L/360(FLOOR)FOR PROPOSED w', .., _-. -.. ..� 1-... ., . �O• - ', w w 23 FOOT LONG W12X26 STEEL BEAM:1/2" z .• i F S�'i 'I I: :Q. .'• •, :. +, ....'f'''.' I ; ' do L .I FOOTING: .I I: + ,.. v1po • w •4'-0"x 4%0.x 12+0- '� ._ .� O'.. .. .. . STEEL REINFORCING: , - .. - x J i�i~i WW U '4-#5 EACH WAY •. . . •I.: '}�•+*- I @ `' .4"CONCRETE SLAB W/6x6-W1.4xW1.4 p ? G 8"X3/8"STL.COL.'. ', w.. $ - U) : IL' •WWF OVER POLYETHYLENE V.B.ON•••'k �' �� _ 1 .ir°: W/1"THICK 8"X8"BASE PLATE W/3/4'DIA.17- COMPACTED 4"GRANULAR BASE' x I.,:' ..� , c&o.' .':LONG MIN.GRADE A307 GALVANIZED ANCHOR. • 1 . ; W' • • to I`� - -•BOLTS 5"TOP THREAD MINUMIUM WRNUTS-.• •.. � O ,:'(CONTROL JOINTS(m 1S'-0"O.C.MAX.), v 7 �'; I; 2 CAR GARAGE a' � AND 1 WASHER.ON NEW CONCRETE FOOTING 6. . - ,. I '.`' N z • . w . REINFORCED WITH#5 4�' 5.9 SF MIN. Jl S, 4'_,• • . ,_ . 1 FF'- �N .m J a Z-6"W.X2'-6"H. � ' ' INSTALL MEMBRANE OVER CONCRETE SLAB .• • 'q Gay`�� '' WINDOW Qa 3'-8" .;........ , :.- .:.•. . RU H -�JyGQ- DESIGNER F.F. J* _ N 3'-0"MIN .UP WALL. •.. .... �, PROJECT Md 'I ...•. ' . .. . ' .. . . ' '' •t�� .. I r. �t�:_t of Shala :1 7 THERMAL FINISH >I 27-10"' - �i; % _' In BLUESTONE COPING - .'i' or : - -- -- - .. ... •- •- - ;. c f fF 1 X ...ate --'--: :-.-,,�• .�r - •-�• ••��•�� . �, '• i-Irk. , Y �° W 12X26 W 16 50= STEP DOWN FOOTING o' o = / � ' r _','•,,„10"CONC.FOUNDATION WALL `• d 3 b :FOOTING. :�.it'_ 130'-11", " ::� ON 30"W.X 10"H.REINFORCED. . r.✓` CONCRETE 3,500PSI MIN. _ ci r - ;ci _ U. I_ _ ... 4'-0"x 4'-0"x 12" •. .. " 1 CONC.FOOTINGS. O; a Dn »NF In«r O O O. I �` T P T.2"x6"SILL (2)#4 HORIZONTAL R-BAR I '- ��' STEEL REINFORCING: t• �', *�•• .s PLATE ON T - F ti e-#5 EACH WAY ,-a i in. ...,, - ^ �\,; in* E_� � . ..,. .•.e�,-%, CONTINUOUS AT TOP OF WALL /l• = .• . ,. p Q- o - 1` �` BITUMINOUS SILL o S%_- �,»o..,,,�... ....qq - -� ^ o. �p"9G i�' . - DE,o1,oD1,.5 oE;,01 �IINY f� R 130'-1 I"' O ,«.s.«. .J.- v ocwreD.F iaroEoEo„ SEALER • 'Q n, - - 0p++yy• CfED \ -. FCOFL'Ci. ^TE,'1,IK r 4,•u G - 5/8" GALVANIZED STEEL ' , . ,. F�ly�: '� ' _ �: .' 1':t`�,r w 4[�. ... � is �J or E F °a1T I' a ' .. {�} .`\ 1 ,G rEDFOG 1•Qt"W0lE.V6E EqA YI1I I11�I1tc -) ANCHOR MAXIMUM 48"O.C., �' b T _ Fti S'' _ •. 4' 11" w ("ourOp �.,FF M,M o . 1 1 I _ � Er➢aE ED OF �, . 18' 0". _ 131`'-7" �GP D0.u,EN4 c Fuc sFo.,;9trt.or'F 0 1�I I�11 I I— •�.. MINI I _ '\ !!,, MUM 2 PER S LL II _ `C>,ff(J .� Day ,r u EDF rms In -- _ - _ _ 2'.8•. •t t••, tF4� 1'• Y 4t FnEFE71'SA�O- C�?u>iOr,S — — — — I - ""JF•. Le a o -- III a , EtECi OroCW ,.Sopp�;207.4y l ::• , .• •,• ' •Y . W } ��` \` i 18'-0 X 7' 'RAISED PANEL OVERHEAD GARAGE DOOR/R.O.18=4"X 7'-10" "' 'Y' "- e ECiror E mWslclL i 1z \••\•i\' . . ` ) , ••.ft I � / ti 1-T.:1:,•^^,;rwi DMO,E FAKTMNC li I I I " ��EE��i,.•• .• ,/�/ • • ,, �i - -r il�p:•w„cols•r1E=QOAsoay r • •\'////�'//\/`// i - �,, �vIW1aNQairEi•iE�fA uxOt'.•« uc ,IY ' A. .\; \,,�,,� •' : �131'-0: •-.'�' -r——:.� .4 ..� ' !w1i r"i;DOCwE1,r 1,0 4 .. .. .. - •ter ,,\ Otic•MEf; O rr.E KCVFK F•r.E F. 'I II� =TI=.'. ,`,/\;\/\" ,; . 9 W - - ICI I- •' \/\\//\/`��\/' •a �' ( 1-3/4"x11-7/8"LVL'S W/1R"X70"H.STL.PL.W/3/8"STAGGERED BOLTS DIAG.�24"O.C. 3 W10X�5 ;b� �(2)1-3/4"x 11-7/8"LVL'S �� ORTM ERQD�o'.r os�f cEc k t I—III=1I-1 I I-I� \�``\\\.�\,\\\ I • .:I•• tat•_ pl; �,AjE RMIIDT9WA C y 1119 =1 I I=1 I I�I I 11= _• -////,��i�/ I. 22,_5,. .. 1 s'-s ,,, ,,. I -i " -1 I I�I I�1�=1 I 1 `\,\\��/�\, 10"POURED CONCRETE z 4'1" .. .. .v, , i� %, %/,i FOUNDATION WALL W/#4 i -' J p "i''' i °C -1111=1 I I�I I- ;'' 1: o � /\/;•%�\/� HORIZONTAL 8 VERTICAL R-BAR -W10X15 STL W10X15 STL Y) •'' -•,' •' ;. _j '�„ -W10 15 STL. W10X75 STL ir-�;'.-:" *o `:: —1 I I�11=1 I I-111' '•• 1 /;\�\\/\ Z=' BRACKET--------- BRACKET- > U -9,1: = I . � c� 0 BRA T--- BRACKET ,6&, �.*' `-s >0 ,�, W -�rr-r'-1 11-7� �,%/ / 36"O.C.MINIMUM,OR o I: ---- --- - �-,I . .. O'. . �° �� -- - i Cq ke #5 STL BAR 18"-III- _ _ _ C� •:, `° \/\/ 17'POURED CONCRETE O In{ .io I _. -.. ... E9 Ftis;O 'V ,Z \, ,� _ i Ill O.C.r - a 0 0 I WlOX15 -------- -- _ X i � 1 F,� , �C; - - - ,,•,� - - - _ •. FOUNDATION WALL#4 HORIZONTAL& w w ?=I . I W10X15 p C'�p A/c, n S`� III— i •b ►-� .. t j". �li 91 —I— — — F U 1 a r' VERTICAL R-BAR 18"O.C.MINIMUM �' }�� I•�•y�y , « /,� W C) F 14t Ld V ids,.. s li ever, #5 STL BAR. ,8 I I=11 f.=. •. I I=1 I 11= I I I-i I 111� p < (, x-I .•: '. _ ............ S-, r1 ill I=1I I=o.C._ :�•�.• .111=I I-11_ —I I I�11=1I1= _ ►-w ® 1 E7 s' �;�c -III —III= :. 6"� I I I I 111=1 I III—I o Z o w I _ �, I ; •' •.. v I v �'' ,........:'......... ��I� �i�: �,�I�'l�. ,: 4 T d Z r- �_ o - - -III -I 11= in >O z O 10"CONC.FOUNDATION WALL � I _ ':� +:5::�.I 10"CONC FOUNDATION WALL Y = 0'-3«1 I-1 I I I I—I III=� '. O V O=I ON 24"W.X 17'H.REINFORCED =:::r" . '' `' a I ,S, ON 24"W X 17'H REINFORCED I����i��I�����I\1`l710573 0° �F? I I 1 1 I- 'I I 1=11 I-III" w M w w CONC.FOOTINGS ---r"-.=-_ " ;t Tj G,� CONC FOOTINGS 1�-I� I II-1 1'_11TI�=11�I�I I-11—�_1 � Q w Eo I 1.X..5,.�,. tul el F ,o T ) / /. T s� L1 I - lll Lu- 111 z I L \ 11'-0" r tc,-S'CAL L��`��Ii�1 l��I�1,1 I�)\r1; - -_ I � I1=1111=11 1111-1 z z Q 10"CONC FOUNDATION WALL 1 ��` r rr - a MINIMUM 48"O CV1lEL v v \ �'S ��Ii���.I1 1 �.�11 I 11 I I I I I 1-1—I I fs'-0i-l"-11-1 I 111-1 11-111=111=I 1 I O O O ON 24"W X 17'H REINFORCED .1, BATHR(,O I �, r� 1 I— - - I II=III �1 I� w I CONC FOOTINGS Gp'�p lL. I• :.........I......... ������:l/l�:`T 1, W 11 I I—T=I I I�I— I I=1 I I=1 I=1 1=1 I I=1 11=1 I f b N m I !' J c,�'�� r kk 3 - - _ - J- - _ (2)#4 HORIZONTAL x 3 'l'S I I H I 11II—I I I-1 I I I I I I�I�11=11 I-1I�1 I I I 1 . . d _ R-BAR CONTNNIOUS io { �� ter'<-E. -10"CONC FOUNDATION WALL FOUNDATIONS 3 I Hl,;, .I ITT_ 11=11 IEI I I-111=1 I I-11 I=1II_ r I �:� �,=��' tn -1 II_ CONNECT NEW Ill AT BOTTOM OF WALL ( I - _ 1•,-:, ON 24"W X 12"H.REINFORCED SEAL 8 SIGNATURE DRAIN III_ 4"PERFORATED PVC a Oz - CONC.FOOTINGS DATE:08/15R022 • :............... I S WITH NEW DRYWELL FOUNDATION GRAIN W/ - .� PROJECTNO.:2022.03 of rc GRAVEL FILLED FILTER ' W FABRIC SURROUND • , �- �_ TYPICAL DETAIL @ BASEMENT WINDOW I ' DRAWN BY:MS a . g 4"CONCRETE SLAB W/ I N c _s'\5=ri;:r.--.`:>Ccs`• -.`i'..!!C::.: •,C16, CHECKED BY:ES 7 3/4'LL 1,-0„ sxs w1.a/1.a wwM �.I •A*3:"!':;r.£' ;�;\�£:..:14�:. REINF.,ON 6 MIL �, ( DRAWING N0 c POLYETHYLENE VAPOR _I co I 12"x2a"CONTINUOUS BARRIER I I BASEMENT/FOUN ATI N 11`� (I 0 POURED CONCRETE 2"RIGID INSULATION 36"WIDE AROUND 22'-5" I' 12'-2" 5'-6" ,6•_„ 1 „' r• • FOOTING W/(3)#4 EDGES 4"GRAVEL BED ON UNDISTURBED I. I.. - - . 5 CONTNNUOUS HORIZONTAL OR COMPACTED SOIL 57'-0" R-BARS I I I1 :QFORTEW ES "Irma"REPORT PASSED ieFORTE rY MrUspri R•M)RT PASSED SECOW FLOOR,Hod+Pubb Own LEFT SEC040 ROOK flow:F1.M1 aw-RIGHT a, I tlseaa(a)S s/4'■u 7/r 2.02 zuassne M(zest) 1 vl.p(h S 1/6'■u 71r 2 K Pa.dla.wri►SL(EAst) OWNER: 0 ��,��� L1:ft ,„,� ,: GESTHIMANI KOULOUKIS . 48 ROCK RIDGE DRIVE s RYE BROOK NY 10573 I I T.(646)261-7166 .' I-1 . v E-MAIL: GESSIE cQDGEOLIFLLC.COM 1-_._-.._-_•---------- ...___.____-'--------------�-I I---------------_----------_ -. --I 0 T (11 L CML ENGINEER: Me cc"*aw new Whom Onan.m faced kit&Wontar lY,mth.n and As WnwMas MM Rtrem.sd U UAW*amel.eWmed"am f<.a,a«Iw dwf.lmn td it*CA&w+,a►a eewftma IM.ftuw.{. GABRIEL E.SENOR,P.C. �ai1f10io„- a.,�, aaafe of t,.�y,,,q,,.,wtf..ay s,aR der - umtul afteeh.wr mums mom Mir Iarlta4/ftfafa(Ia11100" ,������ 90 NORTH CENTRAL AVENUE wnor!!!oboepas) 100RSIto !WtJW) Pa" I - LOD•0riW.DnL•0.nL•(Y ;��w� 16s'tprRofma•(lass No•sJAW 10*tls0'2 rra14(ta.W _ 1AD.0a .0 �+a»utAr ;ba"as pow"r HARTSDALE,NY 10530 !NW 0real_. •--- f6ig I'S Ur I I MJ Fagn 16%. I.OD t 0,t U l IN_ a+lsrn tw tic aut Ylw,jY rGt w:•! Low pa me IMI u00 I 0 D.Lo t ty Solnsl ����� mwne�j _IW 411 7 b+' : 29M Pa"•sQ�+I.W 1.0 0•I O t LU Soso)^L-�o��"�C`� Mttmaf'ft ' 6Ne a IV T 1:I 7W ►arl n% Lao IA D.V.dS W-�f�•�l A751/AO ! 914 E-MAIL: I.oa.aun•anf•a7suw I.I.tolearro, 0.At*IrTIW D.ai I•.ewRrAq _ E-MAIL: """'°°r"�)----4-°"o"Ir7Lie i om 1s"e°"�sa'' j�' - EILEEN@,GESENOR.COM IAD.o,fv1-Qns•� QYSU(A8 I IJOLe sOaC tM)a I.iny try 1lf I)t7 ►w/(t/Xtt) .. �O•OAS Y1:aiSl.0.7S le(FD i Tow Lao Dra tam) r 1_171 4,Ir 7IW I I?I7 P-om 1u,m) 1. .� �_(_)._ `= �_» .olr_d,espy.LLO.")arm1ltuM } •t.%vk4-,.vv_i W140.s It fetal. .Arsc.w.•.tRn.nct rA,q VA I.-~#:ea-MIa••aa-ev"-a7s •ata.raa,.:w+R tllMral•.f_a-.s.aa.-.r s.ew�..a+s rs GENERAL CONTRACTOR: wwtulw uriu tww I.ai.0 LOW a w0"u- t�ilm Afiafri IIa.N.r Dud asArb aarlaa at..r aw Facl m lltra.arl� nut bAMa atow" Deis fr..uw forum o.r fsi,a rt wo"mw- I 1•,I.M-111.rMI.a. : /J'Y My.•:�._•-W f:l 1i� 1+• 2 flf n out S,r l.7r� i•wgrrw fl l;r PY pa- 1 12J �•u\,w! ,!! fll me NJ Ilf fJl tlCf See2MI 2••R./rM II lY.*f•,fR I f.!'P t.a.pl.• tf0' `NJJ 1 tl'A IN !•W f,t•1wa J••YywW 1\r7J'-SS t1Yr• l�7-J•rVIA• Ito Ill 1r IC IV !fl 1 llat frnar►• •wy1.aWv!Lat-0W6%*vi..T.•IgRRAmato-snrrrnwWI-Askwm•sa-e.p ..RWW*.o.ta actin• ,.� .,,w.e•- nt+•sw t►vr.ra,a tyWw I"Afrr ••fett-..rb WE cl.W"All w.d.."Aca.•IJar~--Of •`sR CI.x.,N WN PdW W*460"ah..rw..-&.aw...rr., -T a.rw'7oei1nel �s______ __.._.._-_ _._ ' satlltal«� ^' a...;�.ttl.raa blur' _..__......_._ It _ ; _.. .. ....:..................�•. ..........___•-.__.-_�-_ ._. .._.............._............--•'--•--......;._.........._...__»......-^-____ 1*w 11+1 J.v ct J.IaG.1W1 W r r. a.4o.Oeora+I � 1•+•.T i a.1•e0eoe•6.s N.'•: .%..s M-".brl p.M,+at-.ro.RAWUC 4t+tn..•teaai..aneq.a Mp."m"v.dtw C.aawasr.�A CaIMladDr5It1. tAWrf Peal a«ec-00 tooftmewr Pala N,rawwa '`saeaaa.ssWpWW*xWo via S.eP.f flap sw peemwe f wL3,!aawa .ail+wrtl.lt..w Aesewnr♦ ..•r•�,..A wr.y Kau l\D• tOD' N+ V-•oYI &-sJ 2_f+fa__!!!ys .__..»._ ._-_ �_ __ ;D v. Iy JM ) ►s61 _ __»._.»-._I 2 r.,r rra•..ogr •W:IC .._. 1fT wA >.� Pea�r asb 2•fwes"f 64W •rrvi'+ .- �lrr " a•Iw ?..•-•.blb•_-... L� •►r«waf.wwrw%aJ-a,to-a ~...rn ll,.Nd«w.ae, L4x4x3/8 ANGLE LEDGER W/ •Ilaar Y.Wr/fA.a•.nrar,/•,1 Vg1v6Y,Ito a,.w+vtLw,s.aaa Ni.:-WR71 oow t-a.. �� Ra.. rams .�. '..Isl. ata.. .. tMm 1/2-0 EXP BOLTS @ 24"0 C torch tta.fpatlYN tls.".ww lama) o{aa Ie.�aa..lt.sq I tsaq .:r (4"MIN.EMBED) YaetNst wads e+on.+tlaa.r T.+AI•f term {awl leap 1•1.r..,a-r tIdll P•tPl ta•f0;✓`�ofa.sett , 0•far l S1NYM\err .. -,`* !1 ,V, .:. . fhaat N>7 ..::......1.....,:..! ?...... f�, , 4.. 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OU t DOOR .. sy; 6X 314"BOLTS FOR LOADS UP TO 16,290 0 0 0 6X 3/4"BOLTS FOR LOADS UP TO 16,290 a I u_- .. • PSF NO TRIANGLE THEORY . }( I ... . . . I+:: �I;L`�':� PSF NO TRIANGLE THEORY, . . . � � � Nf E W .% -)�_111;I iN ' a . . .I Iz 139'-6' i....,. fi cD vNi L4x4x3/8 ANGLE LEDGER W/1/2"0 ' , _� EXP BOLTS(d124"O C(4"MIN EMBED) , , ` -I, ,. L4x4x3 8 ANGLE LEDGER W '_. -_ .............»........» �Y RI aJ�__.________,____ fI p__.............................. r _. w ,-z,l�;�; : - ... .. 1/2-0 EXP.BOLTS @ 24-O.0 DI ' i I § let - 57"'-`f" .,?i'f:ti^eL.b - •<f.A4`a.y 4"MIN EMBED) . . . 1:: 39'-10" �� _ _ W W it - 00 At,ocMnfe are wenwe0 6m ttie 0"Wos Is=d W*+DOOR(a Idt Gn"ma r Mi.Ai awaseia are nxuwU i ,..Ae twat!s arc ar•sl reo hom t r!'toe tact d il+t coots tar kw taJAW aMJ As oncosoat Jre na,mttlr 6•I (1)5-1/4'X 14"PARALAM P S L TJ7000 " (9 O "-- maser befaaa Aaa• il/A NF/aaasOfareOgas{aaa�q Lre..v ft.. uJ ;::�' .,... ._ ......... _ 'r::. - Z Z i ew..aY mamma- I«ase tJlr Isa>ld.asl.aas S.-w law Mrb f .. ...,....._......... ,.... _. ... ..... .- -- Raollb AIOIr• paDaO r / I OD•QN W+O Rl+aIS 1r(Y Ib<P.•has Ilvwfr.•. ( (9 fee�R 7W f�a� r��R.•fa• Way e� .w w� e�t. 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BOLTS @ 24"O C(4"MIN.EMBED) 111-10" 1 to 1 T -- ::. .tA 1JA,SI IalC ll.��� to 1..��.e...................+..._.wpm,...- :............. ....�_... � 19 ......- a 2 I.*I""ty1." .of11J z10 .+ a:/e s11n Wl MAXIMUM WEIGHT OF CONCRETE AND DEC :4 _. x .......,a..."U-.Z...%..W-,"f+,>,,,r-. ..�.-.f;,";";.Arm -`- - - -to L4x4x3/8 ANGLE LEDGER W/12"0 EXP. WWF 6x6-W2 1xW21(6"MIN TOTAL THICKNESS) � SIGNATURE o : U.N a..tr.. aru- ss.. tram. R BOLTS 24.O.C.4"MIN.EMBED =z....•.,..,,.,.,,...................:....:I.:•,..:.•....aa...,,.,..a..#::. W/#5 9"O C EA WAY MID-DEPTH DATE OS/15/2022 R502 3 3 FLOOR CANTILEVERS @ ( ) ::"' : ::;. (1 1/2"CLEAR TO BOTTOM TYP U N 0 g IvarTtotsalfda s.nrntrarF it.a.arfraaa twee) tuN t....w.11") twin MAC Dl wwu : :.. 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S�t Or FEFEAOp1J�0 EPTFD OF K AMIrN t:E S"..FD ON, ALL OFltwf�1 FN' •O-• /� O ^ ,.� O.t ALL-UENT LC VS&OF TKi W U }rJ DO[u,.Elrt O VJ ,>tBtm of FnEFEM EgpOp- pe EtE ONC f:OFEi OFT i00R1 Nr'94�L C - CCTTyy 1�E E S�•ECr Aj TIIE 54.E 00. VE1'R*T[O iDNi A$$tAVZRC 3 EL IIIC Y - l1�NnMr OONTAFI EMI W i M Sr,;rgl ., OtSAWI OF AtElEll..40Ts.�uC w rtw+nEEEE A TotkE ctmNr w�.SNc W ......•.••••t• •• ••• , I - - ••• IYORTM ,i�/EIE�iFOruC OATA�1 iwE OENEGh iK" �' EO ZO ZO s� 10 UENNI TSTWA LLC O _ SECOND FLOOR co 151'-2" ; �6 � tilt 01 48111) 1 GE-ul 1. 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ABE REPRODUCED EDIEDO 4 SEDI RwarGEyWE,PFES3EOOP} IMPLIED M NDUT AVIMORIIATION FROM•y� ATELIER-LOT SNALALLC USEOFTNS ACUMEN I I ERROR; G OMISSIONS T,'OF L;,•• ALL.-,£T:Ew aoa oao�-oN5 i ? ";ELECYT OrPC C0 E;of TwS OMfrrt$WL y eE s,s SAME , :....._......... ................. ................ ................: ..__._..._._..•,__••___.._..::_.: ...,,........._... f j •EMT TO T,•£ COS NT C , ■ _ , ... .(DH MMI CONiN1ONDITOM AS T pASON 4 irpOirPC {D ID . yD ID OD ': ,NOO-FATEJUTEi ATELEA WO(= U.0 r D-r r = T T i� .X:. "�=CEO"i-;DOMEr+i wrE,NO. ' rtEE9 AS i0 TIE ACCWAC OF Tr,E W I' 0� — -- _ _ _SECOND FLOOR NortrH ELECROlxw AORTNEOENERAL - — — — — — — — — — —b — — — — � O 151' 2" "e]ATELTENYIIAT. x c r 0" o �� b. A 9 LLC 20a coO o: O O O: �N •�__ i N, • N O .. _ .. ............ ................' ... ... ... .......... ........ .... -Y'• j b �� - - •T i ` a IT + �D t = 'ID i - I ED W N N \.3 �- � .: 1 1 t 1)t� DRIVE _ . ; RYE 111100II NTI 10573 _ _ L..... ;....................:.: :....:........f..... .......:......... ....::.�... L..:.. :1:: W- .Y: W W _t:,.,.. �:i�i t tit�i� �t.��� �-tt•- •� •t••:i:•.�-l�tit'^ :\-L't' '\: :tl\`••t` t. L ll` �L,I ~-^'t.":`: S" \tt I,\I:\`•\L'r'I•"'1..:•lam r: Y t: { W� `l;il 1 1.'��.:. - ��i ��i i z /.�1\l,li-l�)S1.(,TIt1�T 21; :i :. W 7, (�. j F "$• O W t: i` , I :Ti IV :i• :J: us LL otit �ti!i I.t a. :� T 1 1 J :i: `O: J :i T l7 tl.ii n BLOCK o: �� - FIR T FL R 1 LOT 7 0 S 00 O a; — TA i 1:: r Tr T- o. o. -., 140 0 u I 3a ' IL -: i L • it ` ELEVATIONS T T 00 LPROPOSED 14'18'IN GRO ND GUNNIT P SEAL&SIGATURE TD DATE:08/15/2022 PROJECT NO.:2022.03 J••�•ti.i.3•• - �Y".-• ............................ ........n...............r..._. - fin,+++�:::J^^:,. _ •00 s — — _ _ _ ----.....'� ~— _ _ �. _ I _ _ _ _ w_ r _ _ — — AVERAGE GRADE �r DRAWN BY::.-E g .<.,wfr..e Le.�L•r•.L:Ltt::.:..... .......... .... ---~ � - f taw wr a134' 0" CHECKED BY:ES 10 z 'vex DRAWING NO M lu — ,, =�.a:, — — — — — — — — — — — — — — — — — — — — — BASEMENT 11-3.2.0 a �•'- 50 s EAST ELEVATION 1 1/4"'=1'-0" ILq OWNER: 3 5"MIN.STRUCTURAL SLAB ON VULCRAFT 2-SPAN MIN. • 3C22 FORM DECK Fb=20,000 SPAN 17-6"MAX:39 % '�;;� GESTH IMANI KOULOUKIS DEFL=U240 SPAN 12'-0"MAX:39 DEFL.=U180 DEFL.=I/180 4 "9 48 ROCK RIDGE DRIVE W1 MAXIMUM WEIGHT OF CONCRETE AND DECK:19 RYE BROOK NY 10573 WWF 6x6-W2.lxW2.1(6"MIN.TOTAL THICKNESS) W/#5 @ 9-O.C.EA.WAY @ MID-DEPTH T.�s4s�261-7166 (1 1/2"CLEAR TO BOTTOM),TYP.U.N.O. I ��' '"�:;4;�•, E-MAIL' PROVIDE 5-#5 xCONT.@ PERIMETER OF SLAB TIE TO BAR STUDS ?� GESSIELa�GEOLIFLLC.COM °� MEAN ROOF - — — ^� — — — — — — — — — — — — — — — HEIGHT CML ENGINEER 163'-6" ,. GABRIEL E.SENOR,P.C. 90 NORTH CENTRAL AVENUE R49INSULATION(TYP.) HA T 9D4.422 0070 ALE,NY 530 — — I — — — — — — — — — — — — ROOF E-MAIL: IF 159'-0" EILEEN aQGESENOR.COM ......., :................ R-49 INSULATION(TYP.) ? R-49 INSULATION(TYP.) GENERAL CONTRACTOR: 5,-0„ -1" I • _ �_ _— __-- _ _ _ _ _ _ _ _ _ _ SECOND FLOOR _ m ! 5"MIN.STRUCTURAL SLAB ON VULCRAFT 2-SPAN MIN 151 2 o I 3C22 FORM DECK Fb=20,000 SPAN 12'-6"MAX-39 0'-10" "��`"'' DEFL=U240 SPAN 12'6"MAX 39 F =1/180 DEFL=U180 AN DEFL >= r,, 3;'+s-•: W1 MAXIMUM WEIGHT OF CONCRETE AND DECK 19 WWF 6x6-W2.1xW2.1(6"MIN.TOTAL THICKNESS) D OING83UV '' ' I crtu ratnar�na W1#5 @ 9" @• ", O.C.EA.WAY MID-DEPTH 1 _ = = (1 1/2"CLEAR TO BOTTOM),TYP.U.N.O. DECK G E'T ROO I GREAT'FtOOM PROVIDE 5-#5 xCONT.@ PERIMETER OF SLAB TIE TO BAR STUDS 14 10 1 -21 INSULATION(TYP)I? 001 I 4'-11" 0 ` f 37-9" 12'-4" R-21 INSULATION(TYP.) h _.............................................................:....... �Ilil ce:li ii i I - itit;; is°ii�: ;�•.. — 3'f'DEEP-5'-0"DEEP POOL V-0" EP POOL:' I •:1• — _ _ _ _ __ _ —_ _ _ _- _ _FIRST FLOOR ,1. -•t<i •�,.;3;� ''I `jjl; W 140'-011 fir1 FINISHED CEILING • __.....__ -•;.I:;..1!'I J£1 H ° r MIN.R-13INSULATION(TYP.) -- V 1 'ti • +PROPOSED 14'X18'IN- 2 CAR GARAGE a z ' GROUND GUNNITE POOL • _ 1�:`''`'"`�• :'i R-38 INSULATION(TYP) i :`' a m 0 Q O . ;� - >..�.x:.•�;_�.;i,,;::. 1 tt FALL PROTECTION ��' O z .••'f. " v 4 GUARDS PER R312.1.1 a Al35' 1" _ a 13 !� 41'-9"DRIVEWAY LENGTH u 1 o v AVERAGE GRADE w .."-rc:. •• '..a••' t• Sst.:a�• , _ .��= _ r' `\S%•...yi.yy. i --i .. o \ O '• + , „ co 134 p V o -s .. -..•:_',`.;a 'y,,%;t-r•. it _` y i r"X..!,M11i. _--:1.'- a cp �.5�. 'a•Yf'�':'""s.,e.«.✓+.+r: O 1 0 _ !L W .:-- '•• ••.ww a.,l--x,•r._�� :''.��f- r.fu'-.r,•- l`.s.. 1 r. ,.1.4ia s.3....fiA'G ...a�. W e� fV D W,'/r••-': � —, -.�'.• � '^l4A.i.:?'^'rd.,l'I t a.�r '<•`.+1"s•:^1t"s=-t" r. ►,r� I M .j. -• � ` .,., 131''7" ul :;::--�:•„ r ��—� I��'`[`.-FLOOD UNE ELEV.131.Y'.131.Y -, �,�,;�;,;,;,,=" !�' FINISHED FLOOR 1 1 - t o _o m ._ _ — — — — - — — — — _ BASEMEN III—III—III—I —III—III-I I I—I I—I I IMIN.R-10INSULATION(TYP.)I °, MIN.R-21 INSULATION(TYP.) -III—I I —III—III—I I ICI I I I I—III—III—' 250-2 DEFINITIONS BASEMENT:— —i —MIN.R-10 INSULATION(TYP)_ 15'-T 25-r A PORTION OF A BUILDING PARTLY UNDERGROUND WHICH HAS MORE THAN 1/2 ITS HEIGHT,MEASURED FROM THE FINISHED FLOOR TO THE01 TRANSVERSE SECTION A FINISHED CEILING,ABOVE THE MEAN LEVEL OF THE NATURAL GRADE AROUND THE BUILDING.A BASEMENT WILL BE DEEMED A STORY IF THE 2 1/4"=1'-0" FINISHED CEILING IS FIVE FEET OR MORE ABOVE THE MEAN LEVEL OF THE NATURAL GRADE AROUND THE BUILDING.A BASEMENT WILL BE DEEMED HABITABLE IF IT CONFORMS TO ALL APPLICABLE PROVISIONS OF THE NEW YORK STATE CODE REGARDING HABITABLE SPACE . [AMENDED 8-26-2003 BY L.L.NO.11-2D03;12-13-2005 BY L.L.NO.24-2005] R-49 INSULATION(TYP.) — 5"MIN.STRUCTURAL SLAB ON VULCRAFT 2-SPAN MIN 3C22 FORM DECK Fb=20,000 SPAN 17-6"MAX:39 5"MIN STRUCTURAL SLAB ON VAN 1 Z- DEFL.=V240 SPAN 12'-0"MAX:39 DEFL.=V180 DEFL=1/180 3C22 FORM DECK Fb=20,000 SPAN L W1 MAXIMUM WEIGHT OF CONCRETE AND DECK 19 DEFL=U240 SPAN 12'�"MAX:39 DEFL= WWF 6x6-W2.1 xW21(6"MIN.TOTAL THICKNESS) I W1 MAXIMUM WEIGHT OF CONCRETE A -W/#5 @ 9"O.C.EA.WAY @ MID-DEPTH I WWF 6x6-W2 lxW2.1(6"MIN.TOTAL THI I (1 1/2"CLEAR TO BOTTOM)•TYP U.N.O. W/#5 @ 9"O C EA.WAY @MID-DEPTH ao PROVIDE 5-#5 xCONT.@ PERIMETER OF SLAB TIE TO BAR STUDS I ROVIDE 6-#5 x ONT(dl PERIMETE OF 1 R-49INSULATION(TYP vI R-49INSULATION(TYP.) I MEAN ROOF HEIGHT o III It H111 HURRICAN TIES AT EACH I HURRICAN TIES AT EACH I , ROOF RAFTER I HURRICAN TIES AT EACH ROOF RAFTER I t ROOF RAFTER I ROOF OL of BATHROOM LAUNDRY EAT H BATHROOM µ � BEDROOM BEDROOM GREAT HALL R-49 INSULATION(TYP) R-49 INSULATION(TYP I ' R-49INSULATION(TYP.) p 18 a 16 15 22 21 �1 ' I R-21 INSULATION(TYP) R-21 INSULATION -21 INSULATION(TYP) I t'' I j �••�,:::•_::;::...' o ~k HURRICAN TIES AT EACH I �. l'• HURRICAN TIES AT EACH I ; 0 0 FLOOR JOIST HURRICAN TIES AT EACH `C� t FLOOR JOIST r- 0' 1" W - 0'-1"FLOOR JOIST 0 _ _ _ SECOND FLOOdh R 151'-2" — 1 —� 4'_2- +�! fe .. o 10 >3 ,,, ' 0 p , O� 4'-2" O O t? •'-- o cue i , R-49 INSULATION(TYP.) 5"MIN STRUCTURAL SLAB ON VULCRAFT 2-SPAN MIN t:t:t;i;"tf tct:aaa, t�to 3C22 FORM DECK Fb=20,000 SPAN 12'6"MAX 39 s OUTDOOR R-49 INSULATION TYP "e,eei'tfe•e= r DEFL-V240 SPAN 12'-0"MAX 39 DEFL=I/180 DEFL=U180 GRAND HALL FBI CHEN �'' DININGBLIVING I W1 MAXIMUM WEIGHT OF CONCRETE AND DECK 19vu�t)O R I �+ DECK WWF 6x6-W2 1xW2 1(6"MIN TOTAL THICKNESS DINING&U INGA R-21 INSULATION(TYP.) _ ,..i m W/#5 @ 9"O C EA WAY @ MID-DEPTH co if - i 1 1 DECK I I ... ;: 14 _ ... .. KITCHEN c .......c....t .......fix.............. c I (1ROVIDE 5-#5 CON T M).R EU N O UD .: ,.. l�. :i 0 0 ii 0 P x T@ P TER O 0 1/7'CLEAR TO BO s ,..1 E F SLAB T S t I 1 1 10 ' •'{,rR' ALL PROTECTION r.,.:. i ..,.«..r... F .......... z :. 211 GUARDS PER R31 :I ... ... ;; 4 -'.\?(, :w�>\•��. .yl\`•\1.yV?�\\V,i.•.:" I•/"11.L 1 Iry 1 Lv I Iv1• t+\ \tYl\\iota\�t :S "'•:•j: AR P R R 1 1 1 � :. GU DS 3 2 x. y �y M O 1 1 pp Y••t I K l 1 S is 'h. ST FLOOR ..J iit , Tim:i 14 C2 „ xxxxxxxxx Is l I 'y R-38 INSULATION(TYP. I R-38�I�1SULATION(TYP.) i R �BATHR M RECREATION ` i '1'I T . :. t,,.. _ ..v ROOM .........�f _i., t 1tiJI�.l1I�Tt�Sl.t, \S •' RECREATION I' ECREATION R =M ROOM 2 1�OOM I ,t j Tkl t�l ..t i.- I a 1 -i•y •-•- a 4 ; ao I x=;p t I �; 4 E T t DATE:OS/15/2022 0 0 D 0 0 0 is I 6 �, ©4:1 to I -d- L, 'l 0 _ "., i.l .... PROJECT NO.:2022.03 VERA E GRADE 134'-011 • r... -- — — • — DRAWN BY MS s- 17. R-38INSULATION YP. ` o m -III—III—I I ,; : ■ ■ I I I :;<'. iw mCHECKED BY:ES I-I I I—III 0 .:~ RAWIN N . 7T1=I1�—_ _ — JA- _ SE E _ DRAWING o: 1=III-III ., . .. • • •,• . •.. . ... • . - - .. . • . .. .. .. . _ . •. _, ,3,' 0" - • . .. •• - . . . — — — -— ----- -._ — — --- — — MIN.R-13 INSULATION(TYP) MIN.R-10 INSULATION(TYP) MIN R-10 INSULATION(TYP 3 TRANSVERSE SECTI 1/4 =1-0 1 l 4 L s OWNER: R-49 INSULATION(TYP.) GESTHIMANI KOULOUKIS 48 ROCK RIDGE DRIVE RYE BROOK NY 10573 t- T.(646)261-7166 R-49 INSULATION(TYP.) E-MAIL: GESSIE(gGEOLIFLLC.COM R-49 INSULATION(TYP.) CIVIL ENGINEER: i MEAN ROOF GABRIEL E.SENOR,P.C. t .;. _ _ _ .��. _ _ _ _ _ _ HEIGHT 90 NORTH CENTRAL AVENUE -;- � _ *-, __•, 163'-6" HA T.91 D4.422 0070 ALE,NY 530 E-MAIL: co 01 '` EILEEN a,GESENOR.COM } r• R-49INSULATIO••• : _ - R-491NSULATIO R OF GENERAL CONTRACTOR: Al 159' a x �°^ BATHROOM EDRO BATHROOM EDROOM BEDRO r CLOSET 4. 1 � 19` 22 p p 21 ? 23 24 R-21 INSULATION(TYP.) " SECOND FLOOR SECOND FLOOR r T-151'-2" 151, 2" ,F 5'MIN.STRUCTURAL SLAB ON VULCRAFT 2-SPAN MIN. - •�-- •- �"_ - - """ FORM F = PAN 1 -6•MAX:39 R-491NSULATION(TYP.) 3C22 O DECK b 20,000 S Zxj i x� .otp K h• R-1 INSULATION(TYP.] F.- 4 P 1 F U180 F.-U180 . 2 LA DEL U2 0 SPAN 2'-6"MAX:39 DEL DE FL. h• Z' t t` r sri rf rs =r�nir-sr «r� is#cit:d:rrsrs:s. .r er • rritrr:rrrr O'w rrrrrrrrrrr.• rrrresresrer�^rrrrrr}irer'rtr.i�: r,rfr}ls#ii;ii„•FttitFftFF#F#FFF}1F7#FF2f.#tfF{tFFP XFFlF####F#f##,`tiF}tfFF`<1#i/iFt` "t'#Jiiiiif ilrir i # W1 MAXIMUM WEIGHT OF CONCRETE AND DECK:19tv ?�•;, """` a t v r�,•_.�` �+:�c���t€/€r}}}}}r}}}};�}}r+ii}#}e}#}}}#}�' 'F`ii}F}F3}}}}}}}�"}}:}}}#}s}}}a}:}r, VWUF 6x6-W2.1xW2.1(6'MIN.TOTAL THICKNESS) »"» ,'"»"»"» W/05®9-O.C.EA.WAY®MID-DEPTH IL R-21 INSULATION(TYP.)- I (1 1/2'CLEAR TO BOTTOM),TYP.U.N.O. an •1 s GRE RO OM THEN' DINI ROO z PROVIDE 545 xCONT.@ PERIMETER OF SLAB TIE TO BAR STUDS s r � _ w � x MIN.R-13INSULATION TYP. U FALL PROTECTION + _. _ 1 Z.._..-_w--•r•.-`•••--•r•,,.r•r...t.....�r-_.•:.r. i�-...�...,...._.i.....wT+---'�•� -r-----'•• •* -.- — .—• -- ---•--'.:..;...,-;•+.-,e-r-.•r ... ... • GUARDS PER R3121 1 co c c µ i satass•a»aa . ? ►- i' JZDf O e� R-38INSULATION(TYP.) - F,....,. �:.».... " `° ►� ... «. `o -o— — -----+ — — — --�— — — - — — — — - _FIRST FLOOR w FIRST FLOOR r ; r r r a 140'-0" 140'-0" CL Z ECHANIC OOM+2•EL 5'- R-38 INSULATION(TYP.) R-38 INSULATION(TYP.) .-- R-38 INSULATION(TYP.) R�8 INSULATION(TYP.) o a PROPOSED 14'X18 IN .:POOL EQUIPMENT = = MIN.R-13 INSULATION( P. m D H f GROUND GUNNITE POOL o 2 2 CAR GARAGE i ROOM 8 """ ~"""2E' EATI N"""""s" o 1 ` - i w a MECHANICAL ROOM}�� s` � BEDROOM - ----- 'o POOL EQUIPMENT c oEL. ' �t M o ROOMdI AVERAGE GRADE _ _ \�}`�i .: _ " _6 _ _ _ _ _ ;: AVERAGE GRADE �_ • ROOM 134'-0" \' i 134'--0" R-38 INSULATION(TYP.) 'o ` 1'r '% ;L i. DD 9 • f 'll!4 I r 1 A r ti a a 0 a 0. FLOOD LINE ELEV.131.2' Z., BASEMENT - FLOOD LINEELEV.131.2 w 0. w _ 'f _ BASEMENT w w _ 12 -:0" 131 0 i- 1 11 (�C9 f% oO R-21 INSULATION(TYP.) MIN.R-101NSULATION(TYP.) MIN.R-101NSULATION(TYP.) MIN R-10INSULATION(TYP.) MIN.R-1oy�s�u g INAL SECTION A m m w LONGITUDINAL SECTION C R-21 INSULATION(TYP.) ` 1/4"=1'-0" o o N 3 1/4"=1'-0" 0,� w m w w As: ,Y Q' R-49 INSULATION(TYP.) N N N N{aJ R-49 INSULATION(TYP.) 4 t7 i R-49 INSULATION(TYP.) I MEAN ROOF oz —) _ _ -- _ — _ _ _ HEIGHT T_I1 N r 163'-6" PROJECT DESIGNER: t -R-49 INSULATION(TYP.) Atc�i.-f Milot Shala Vft • ty1.7�a. .. •' ROOF �91NSULATION(TYP.) ....." .�6 .._.... ._ -...... 159 0 CLOSET ', GREAT HALL BEDROOM `�.. VMS AftVtor,Am 1 w WV 10471 15 �. . r P F r9'Y,iu►ayp' sy WRi unvw.iMCyrrtC{yWsawn ..• .•::.;:'.;::::":::`,y„ ^ ' DE I COW-EOT6 DEA.-.4A1 Dr60:; 4.110E.CTED r.E;E011 u.� p E EcaOOEary,; Eii R-21 INSULATION TYP. ✓ Spt . J ZTR TEE c£FFODUCED EDIED 04 q, tR EDFOk•i•IV SEIiaOr1 E>YT:E EOO': T — — /t: ' '�• (TYP.) ` ��� .�itiT'EaEin E�o'i�;cw o�r'olirt.r _ SECOND FLOOR /1 ,�' O� - LERSOfcCCOvES cTw OOW,Er:r-...,tt !EStq.FCSTO T"£EDA c.E EV 151'_/SII r OHWTgHiD GTED ORd OR EGTE r.K -.•.-"• (- ytL..rMrCprRu:ET:a0g6 SrSi£`.i 7 I, �t`�� ►TE""'AL E4.T SPV At w NORTH . r.- EQF T"DOCVAEllT mMENr ,� Af A9TD Ti.Eti S'(:0fT-E - LIERYILDTS#NIA LLC IOaCruO FJ:Ec#t x IM > 1,,. R-49 INSULATION(TYP.) �1 R-21 INSULATION(TYP.) _,if#.r: _ yO ,` �• J' ;ha :�.�s.-s.n.s,A M• A rt Lid ;:t:.jl j,,l.l• ?t1�+ t � is t �!F%. LIVING ROOM. ` I � :HALL: r GREAT ROOM = �—R-21 INSULATION(TYP) 1 GRA(V+:HALL: o O M I, Y ;i.... :yUuuuuu� ... ... 13 ;. 10 0 0 • 40 \7 ) J 1 - w..__. 11 4 ��t I'� �1�1 �' ._�a"::� .. .�,� 7}1}:}7}}r7711311:• � t : i1i • ..._� ....., v� BROOK W 10573 ZONE 11-10 SECTION 11 p p r D FIRST FLOOR . . T 140'-0" 717 7117 TUT Um ' �'I Z' 17 1 _ MIN. INSULATION(TYP.) I� a i - R�8 INSULATION(TYP.) - R CREATION R-38 INSULATION(TYP.) rsi I 11 E ........................................... .... 1 . .�►. ti BEDROOM _ , T ,,,,,,,.,a, `T` ;;4 A°; �� ;{�.• r.'2 .�• W:s MIN R-13 INSULATION TYP.) ROOM .................... :�—FALL PROTECTION L ING SE GARAGE o 1 r ;. r GUARDS PER R312.1.1 SEAL&SIGPJATI,RE F Y � ,�T "„•t.� "'' � C(��1� DATE:08/152022 — — — — — — " - AVERAGE GRADE PROJECT N0.:2022.03 `. FEE"— DRAWN BY:MS FLOOD LINE ELEV.131.2' _ CHECKED BY: — — — DRAWING N0 E • BASEMEN! S - . 131' 0" J t F s rx LONGITUDINAL SECTION B MIN.R-10 INSULATION(TYP.) MIN.R-101NSULATION(TYP.) MIN.R-101NSULATION(TYP.) 1 1/4"=V-011 o. OWNER: GESTHIMANI KOULOUKIS 48 ROCK RIDGE DRIVE RYE BROOK NY 10573 T.(646)261-7166 E-MAIL: GESSIE aQGEOLIFLLC.COM CML ENGINEER: GABRIEL E.SENOR,P.C. 90 NORTH CENTRAL AVENUE HARTSDALE,NY 10530 T.914.422.0070 E-MAIL: EILEENI,GESENOR.COM GENERAL CONTRACTOR: R-49 INSULATION(TYP) 22 GAUGE ALUMINUM ROOF PLATES&TRIM UNA-CLAD KYNAR - 500V/HYLAR 5000®PRE-FINISHED GALVANIZED STEEL ARCHITECTURAL SHEET&COIL----__ _— 22 GAUGE ALUMINUM ROOF PLATES&TRIM UNA-CLAD KYNAR 4'-0"MIN.ICE SHIELD& — ---- 5000/HYL.AR 50009)PRE-FINISHED GALVANIZED STEEL WATER SHIELD ARCHITECTURAL SHEET&COIL 5/8"CDX/2X8 ROOF RAFTERS @ 16" 4'-O"MIN ICE SHIELD& O.C./R-49INSULATION 1/2"GYP.BD. WATER SHIELD 5/8"CDX 2X8 ROOF RAFTERS @ 16- COPPER FLASHING OVER O C/R-49 INSULATION 12"GYP BD PVC DRIP CAP — COPPER FLASHING OVER 6"COPPER GUTTER ON COPPER ROOF 4dU PVC DRIP CAP _ _ _ ROOF -GEM CIRCLES AND ROOF- — — — — — — 159,-0" — — 159'-0" MOUNTED DECK SHANKS. 6"COPPER GUTTER ON COPPER (2)1-3/4"x 11-7/8"LVL'S @ WINDOWS GEM CIRCLES AND ROOF SIMPSON HIGH WIND MOUNTED DECK SHANKS CONNECTORS r..• SIMPSON HIGH WIND 22 GAUGE ALUMINUM ROOF PLATES&TRIM UNA- CONNECTORS CLAD KYNAR 5008/HYL.AR 50000 PRE-FINISHED (2)1-3/4"x 11-7/8"LVL'S @ WINDOWS a m GALVANIZED STEEL 22 GAUGE ALUMINUM ROOF PLATES&TRIM UNA- O w p ARCHITECTURAL SHEET&COIL GREAT HALL CLAD KYNAR 50001HYLAR 50000 PRE-FINISHED Z 0 VAPOR BARRIER HARDIE WRAP 15 o a OVER 5/8"FIBERGLASS EXT. GALVANIZED STEEL ARCHITECTURAL SHEET&COIL �w t� —VAPOR BARRIER HARDIE WRAP 0°: W SHEATHING. R-21 INSULATION(TYP.) OVER 5/8"FIBERGLASS EXT 0 La SHEATHING tL w R-21 INSULATION(TYP) co HURRICAN TIES AT EACH FLOOR JOIST HURRICAN TIES AT EACH {� ? a. FLOOR JOIST i; 'i w w (1)X 5-1/4"X 14" i l t PARALAM PSL TJ7000 Z 2 t t=4L! t I I SECOND FLOOR SECOND FLOOR Ao :......a�l.r; i tii t 151 -2" m m t,. tit `tsi _ .............:::: ' O O N ri tit00 ............................ •`� W W \.......................... ...................................... t Y \,: (2)1-3/4"x 9-12"LVL'S R-49 INSULATION(TYP.) ' .�f•: ;z ...................................... ::::..............------------ ........................................ OUTDOOR t +.' DININGBLIVING r i DECK / N ................................... MIN 5"MIN STRUCTURAL SLAB ON VULCRAFT 2-SPAN � _ - .i..............:.........;. ...............................:.; ;;: DE22 FORM SPANF 2'MAX 39A EFL--�1/1A80 DEFL=U180 ` PROJECT DE W1 MAXIMUM WEIGHT OF CONCRETE AND DECK 19 GNER Aiei:er Milot Shala ........................... •••............•••••••• F 6x6-W2 lxW2 1(6"MIN TOTAL THICKNESS) y a; W/#5 @ 9"0 C EA WAY @ MID-DEPTH "7D0I�'°""CO"' zi ................ ry :, , (1 12-CLEAR TO BOTTOM),TYP U N T 0 T!i ;�'? PROVIDE 545 xCONT @ PERIMETER OF SLAB TIE O BAR STUDS "i y;: l : •.., ......................................................... .... ......................................... . ., .., :: i. ::C:Y::::i::)::)::: Y:Y:1:):.:::):..:::•.::.Y::::)::)::):::::::::.•.y4•`Yi, t •• , , , ,, , , ,t, i i : 'i i i,ii+± •)" f•' i t •:,".�..'ti 67001wIpbgM �t4:F4-elaala W`I IDd71 it, , i t i .-,.3,....... i i ii • I 1 1 �>%Sii' •i t it• a �aos t i 1w i, ri iy i t 1 L zi' r tom co,n •ham ti rMxta{ tvwa`rr�le I t �FALL PROTECTION i� •ti 1 V i 1 :r a i i i ti i 'i �i v T•Y MC ALL e i i :tii'� t i ii:: L 11 t 1 P RR31 i GUARDSE 2 i A i w:so aM i t ED MEgE i 'fit� �'C i T t i•it' 2'`i Aqt of t- 4 i 0.Eq u19:.uw C t`C Ll r- i C.l e D OR � tqEROW�Ea ED J �r i J• I t F F t q R'l.i`I q ouTEo 0 OR t !` t tsED Y :t�• i f i ii.: qFA� I `ti �', V-� T cgE T 1 C i'` R ED wifMOU AVTMORQA 0 I FIR T FL O: S O Y i f :ii•2 FIRST FLOOR S LOO A T 1 q Ib�JP/1V- ��it: J/ry 1F1E ul0 SMAIALLC V5H0"' S <O t 1 r 11 -NRTM q- 1 OOCVLEM 4 EaFON510 t l FLRL O 2 �it: � r t I i 14O O l^ ALL NIET:EMT ERRORS OR ObaaO , 140 0 i i. i.. °� :y.•.. .......:z•:':::..............................:`.:............•.:•z:::•.:•:....:..........:• ....�.:•.:^.:•.•.::............,,, ............... Scmv�wwesasr Doa, �,Au - OT1}ETSAuECoo--r, • I• CONDDON�MR ED ABOLE ELECTOraC �t+•'i. \ P i,� •Mr OO9T NERgORGOq rTFY I Cr�•1f ATBR71 AfELEga4OT SM.LALLC {�cc r�i.,+->:�S: 7j ::.' i .. J ��OF 7Mr4=CL.E14,W.ES 110 WI I -,, .,.::.::..:.:::.:.:.:.:::::.::s::s...:::::::::::::::::::::............: t ............................... ••�: ..... NORTH MC WwO'ilrt� iIOC TwE ryt- t' ................ i -38INSULATION TYP •.a No a qo cE1a Y t 'R-38 INSULATION(TYP.) i ( } I w ATEiaarlarswu ue xmi I I i i I I RECREATION ROOM T ;04 ,�•.� •- & I-III p --—;,• N1 ... ,..-}:•:),._.:�r:; .3) .... .,......, t= ; a• — -_MIN.I RI--13INSULATION I`TI(TYP) A (1 { ..... c ...:........... ..................................... ........... ^ i I I I I I I I I 111E BROOK\TY 10573 =• ==-_ -;. o :. AVERAGE GR RO ADE MUD OM BATHROOM AVERAGE GRADE =.' •...':' -: = — — — — — - — — — — — 134'-0" 3 4 =_=ITI=—= I �' ZONEI1'1��SECTION 134 .......... :I I=1 I I=I I=—= BLOCK 1 LOT 17 -III— 2 —I I I_I I I_I I I—I I I_ Lu a I—III R-131NSULATION(TYP.) I I I=III=1 I I-1 I—I :. Y....,....•.. =III WALL SIa;TIONS 0 0 •. =1I1= = =III 3 SEAL&SI �' I I, •' ; i BASEMENT :s _ BASEMENT GNATURE DATE:08/152022 .•,•. ..,l,,.L.,,,.,t,.•.,,,LL,.,LLL,t,.LLiL\' o _ _ ......... _ BAS inn,oll _ �•. III—III— I ---- _ BAS 3M,r ol, PROJECT N0.:2022.03 _—TI— W t _ =III=III=1 I=1 DRAWN BY MS _I—III — g - — " •::. " " r' „ :.: III=III=III=III CHECKED BY ES 3 —III— MIN.R-101NSULATION(TYP.) — — — WALL SECTION A _ t• 11= 1-11 DRAWING NO s• — _ _ — — -- — — — — — — — — _ — — — - - III—III_II—I 1/2 , o —III— ;•. ;• — WALL SECTION B g -III—III—III—III—III—� — —III—I —III— ► -MI I 1110 I I I I`ATI°I FYII—III—I I—III—I I —III—III—III—III—III- 2 ,/2"_,'-o" —''' ' —'''—''' ''—'''—''' ''—' ' '' ''' '' '' 1-4.3.0 r _ g #5 @ 9.0 C EA.WAY @ MID-DEPTH 12'-11` 3'-8- DEMOLITION AND EXCAVATION NOTE: 0.2 F 1. THE GENERAL CONTRACTOR SHALL FURNISH LABOR AND MATERIALS AS REQUIRED TO OWNER: 4'-0" 8'-7" FIRST FLOOR COMPLETE DEMOLITION,EXCAVATION,AND REMOVAL OF ALL ITEMS AS INDICATED ON THE DRAWINGS OR REQUIRED GESTHIMANI KOULOUKIS 140'-O•• 2 THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE REGULATIONS OF THE _ 48 ROCK RIDGE DRIVE NYC BUILDING DEPARTMENT FOR DEMOLITION AND DEBRIS REMOVAL RYE BROOK NY 10573 SECTION PROPERTIES n '' THE GENERAL CONTRACTOR SHALL PROTECT THE PROPERTY OF THE BUILDING OWNERAT ALL TIMES, t R-38INSULATION(TYP.) -- �' INCLUDING BUT NOT LIMITED TO WINDOWS,FLOORS,CEILING,ELECTRICAL SERVICE,TELEPHONE T.(646)261-7166 oedt oeslpn wool a a sa Sn Fy i+i�, x -�..._.. ',;<`'"`' :. ~ SERVICE,PLUMBING,COMPUTER SYSTEMS ANDAIR CONDITIONING AND HEATING EQUIPMENT E-MAIL' All, 12'-0" e r pa MPA 3C22 0.0295 177 0.760 r 0758 0442 0457 33 GESSIE��,,����±±EOLIFLLC.COM IF "• �'"' = Y GENERAL NOTES C&G 3c2o o0ase 214 0.a+e ?0945 o.570 oSoo 33 I v a'► - 5"MIN.STRUCTURAL SLAB ON VULCRAFT 2-SPAN MIN 3C16 0.0474 284 t 251 1251 0805 0805 33 >'«+ 3C22 FORM DECK Fb=20,000 SPAN 12'-6"MAX.39 )`�• 1 WORK MUST CONFORM TO THE REQUIREMENTS OF THE NEW YORK BUILDING CODE,FIRE aces ooys0 3 se t se11 1 5q0 +a13 1 0+3 33 - LF. " '-..` DEPARTMENT REGULATIONS AND ALL APPLICABLE LAWS,UTILITY COMPANY REQUIREMENTS,AND THE CIVIL ENGINEER r.• DEFL.=1/240 SPAN 1 Z-6"MAX 39 DEFL=1/180 DEFL.=1/180 :r.. ,I S •', r,` W1 MAXIMUM WEIGHT OF CONCRETE AND DECK 19 •" •• BEST TRADE PRACTICES ! .= +►► WWF 6x6-W2.1xW2.1(6"MIN.TOTAL THICKNESS) GABRIEL E.SENOR P.C. C. W/#5 @ 9"O.C.EA.WAY @ MID-DEPTH .� -:=== '-_ .,,` •,• 2 BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF 90 NORTH CENTRAL AVENUE r (1 1/2"CLEAR TO BOTTOM),TYP.U.N.O. y••=•;:.,••V" INSURANCE WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS FROM ALL PROVIDE 5-#5 xCONT.(�PERIMETER OF SLAB TIE TO BAR STUDS ^`1";';. (" `•`' "'' APPLICABLE N Y C.AGENCIES,AND APPLY ALL FEES REQUIRED BY GOVERNING NEW YORK CITY HARTSDALE,NY 10530 AGENCIES T.914.422.0070 ALLOWABLE UNIFORM LOAD PS o .„ "": ,;'}•' -• 3 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO E-MAIL: ` - I I-I I - COMMENGING WORK,AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD EILEEN a�GESENOR.COM �"` tilp of elect L"41 �.,.. CONDITIONS TO THE PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ,..,. 1 T ns own 6-6 7.0 1 6 6 0 8.6 9-0• 9.5 10.0 W6 11 0• 11.6 12.0 12.6 • _'-• • I -_ FD=20.000 139 in toy 92 82 73 • 55 59 w 49 } 45 41 3B ' i' .- 1 _ GENERAL CONTRACTOR: DEFL=s240 139 120 105 92 81 b8 I 58 50 43 31• S3 29 26 _ . •'.1. �; 4. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER 1 DEFL=t+t80 139 12a tos 92 82 73 ; +>3 59 53 49 a 3e 3c - .�; ,'° _ III- CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE WI• 41 42 3e 34 31 26 1 22 19 17 14 12 +1 4 I I=I DRAWINGS,AND THE PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT SHALL BE NOTIFIED IN FD-20,000 tat 124 foe 45 64 75 1 E8 6' 55 50 46 42 39 _ WRITING PRIOR TO COMMENCING WORK DEFL.=9240 146 124 106 95 84 75 ? 58 6' 55 50 } ifi 42 1c2r 2 DEFL=uteo t44 t:4 toe 95 84 75 ! EB s+ SS 50 ; 48 42 39 -10"CONC.FOUNDATION WALL ON 5 THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF wr fit 55 51 4T 43 39 I 36 34 31 29 } 26 22 19 Fb-200M 180 155 135 119 105 94 N 78 59 63} 58 s3 44 24"W.X 12"H.REINFORCED!-! LOCAL AUTHORITIES,BUILDING MANAGEMENT,OR BOARD OF DIRECTORS = DEFL aV240 100 155 135 119 105 91 i 84 16 69 63 ? 58 53 48 CONC.FOOTINGSI- 3 DEFL itBD +e0 155 13s 1+9 105 94 + 34 76 69 E3 Sd 59 49 BASEMENT_� 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND WI s4 sB sd ! 1 7 4• .. ; ,. I I -ram' 1 MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA THE CONTRACTOR SHALL DESIGN AND Fb-20:000 .30 155 t3s f+9 toy 94 S4 76 69 63 57 53 49 '• ' ;0'-3" 131 O INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS THE I DEFL=11240 180 t59 135 +19 101 85 72 62 54 47 } 41 36 32 1 DEFL=9180 1b,' IV, 135 119 t05 94 i 84 76 69 62 5+ 48 42 .� L - CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR wit 71 65 59 Sa 47 40 35 31 27 24 21 19 t8 DURING THE EXECUTION OF THEWORK I A)z20.0W 106 161 140 123 109 97 er 79 11 b5 59 55 50 : ,.,' ." LL SECTION AT STEEL DECK AND 1 DEFL=6140 186 161 t40 113 109 97 97 T9 71 65 59 55 50 �ih I L BEAM 7 THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM 3C20 2 D"e w;Itt80 1w 191 t84 177 t12 97 87 Se 71 65 59 55 50 _ MIN.R-10 INSULATION YPj i o ALL OF THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO 91 & 71 72 67 62 Se 51 d5 39 35 JO � � k 1-O j Ob=20.0m 233 2a1 16 154 136 121 1 t!� 9e 89 91 14 69 s3 COMPLETE THE JOB I1 DEFL=440 233 201 175 154 136 t21 ? t�9 98 89 e1 74 69 60 3 DEFL=YIN 233 201 175 154 135 121 ? 109 98 69 81 74 69 63 `•""°'sT'""�% 8 AT LEAST TWENTYFOUR HOURS WRITTEN NOTICE SHALL BE GIIVEN TO THE DEPARTMENT OF w+' 94 1<t 79 72 67 67 1 Sq 54 50 47 sr 38 34 se^ BUILDINGS BEFORE THE COMMENCEMENT OF ANY WORK FOR WHICH A WORK PERMIT HAS BEEN } Fb•20000 ni 219 191 Ise 149 133 1 119 107 47 89 81 is . -<, Y, :>�'^ OBTAINED BEFORE ANY WORK IS COMMENCED ON AN ITEM OF CONSTRUCTION REQUIRING i DEFL.=ir240 254 2t9 191 t60 134 112 } A 82 11 62 ? 54 41 42 .�� •�•~'' ` CONTROLLED INSPECTION,ALL PERSONS RESPONSIBLE FOR SUCH CONTROLLED INSPECTION SHALL 1 DEFL-11IN 254 2.9 to+ 166 149 t, 1 fig 107 w 82 72 63 56 �� • Wt' !39 ttT 10! 97 76 66 1 58 52 d6 31 37 33 30 "� + BE NOTIFIED IN WRITING AT LEAST SEVENTY-TWO HOURS PRIOR TO SUCH COMMENCEMENT AS PER 1 Fb220,000 254 219 IT, 188 +43 '33 tt9 107 91 69 S+ 75 05 �.; ' ''�~ � � '^ �' s " SECTION 28-104 1 OF 2014 NEW YORK CITY BUILDING CODE DEFL=5Z40 254 219 191 168 149 133 j 119 107 07 89 ? 8' 7§ 1 3L16 2 D'sFL=1rI80 254 219 191 166 u9 133 ? 119 iol 97 e9 t s+ 7s 6a Ft► _ ' _ ,• 9. ELEVATIONS ARE FOR GENERAL REFERENCE ONLY CONTRACTOR TO VERIFY WINDOW AND wl+ 180 1&i t54 1c3 1 113 ? 99 97 71 tis 61 dg 5.. DOOR SIZES,QUANTITY AND CONFIGURATION ANY DISCREPANCIES SHOULD BE BROUGHT TO THE t Fba201W 318 274 2B 210 186 +D!6! 149 134 122 ill 101 a3 B5 <'.a ARCHITECTS ATTENTION IMMEDIATELY i DEFL=v240 316 274 239 210 186 166 i 149 +34 122 Itt 1M 90 19 9 DEFL.=L180 318 274 239 210 186 166 } 142 134 122 111 101 93 as 1+ 181 167 154 143 134 122 1 10' 95 84 75 67 60 53 ' 87` 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL Fba204M 320 276 240 211 187 167 150 135 123 112 102 94 68 •:; - '< - ri- WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTIONS,AND MIS- DEFL=i440 320 276 240 271 189 142 } 121 toe 99 78 68 60 53 r " ALIGNMENTS ACCORDING TO APPLICABLE CODES,STANDARDS AND GOOD PRACTICE AS PER BC w m i 1 DEFL=YISO 320 276 240 211 187 157 1 t50 135 +19 IN 91 s0 11 rf" SECTION 3301 2 a I Z w1+ le•1 155 153 t16 101 e9 } 19 10 b3 56 51 4fi O Fb--20.000 320 276 240 i6T 11 150 135 +73 112 102 34 86 "�" . Z I ? y 11 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO INSURE THE SAFETY OF THE o 00 DEFL=i240 320 215 240 2+1 187 '67 150 tS; +13 1+2 102 1 94 86 `. „rp-,•� J 3cle 2 DEFL=a180 320 279 240 2t1 187 lei ! 150 135 123 112 102 ? 94 as •� �� ' u.°' SITE ANDADJOINING PROPERTIES p w v _ wil _ 182 2" 141 iff 147 1�C_ 115 13 4�.1 _. 1 7 Co W Fb-20.000 iW 345- -3m ss4 234 2S,T-� le, 1ii4 153 140 128 117 ioe ' - 12 CONTRACTOR IS To CARRY WORKMEN'S COMP AND DISABILITY INSURANCE AS REQUIRED BY Cr p I DEFL.=i240 40D 245 300 264 234 2C8 197 169 153 140 121 113 100 �� 5 MIN STRUCTURAL SLAB ON VULCRAFT 2-SPAN MIN. 0- t<; NYC DOB w 3 DEFL=1tt10 400 345 500 NA 234 208 ! ier 163 t53 140 128 +17 toe ,.+�' 3C22 FORM DECK Fb=20,000 SPAN 12'-6"MAX:39 w : wt' 3 274 r37 205 +80 :58 ? 140 124 +1+ 99 ee PA 72 DEFL=U240 SPAN 12-6 MAX:39 DEFL.=U180 DEFL.=U180 13 MASONRY WALLS AND CONSTRUCTION SHALL CONFORM TO IRS 10-2 OF THE 1968 BUILDING wlismemro.;wmwegmdwr rzeaW&-A Ic.A;r ldit SDI UmdiVChwpms1 3/8"DIA SHEAR CONNECTORS�12"O.C.: W1 MAXIMUM WEIGHT OF CONCRETE AND DECK 19 CODE to F.Wmnlulsmwbew-MbrgthrWedis25inc!*&MmiImm4! bearnaltvgt�re0,rWis5aim - -- WWF 6x6-W2.1xW2.1(6"MIN.TOTAL THICKNESS) W/#5 @ 9"O.C.EA.WAY @ MID-DEPTH 14 THE CONSTRUCTION ELEMENTS SHALL BE OF THE REQUIRED MINIMUM FIRE RESISTANCE (1 1/2'CLEAR TO BOTTOM),TYP.U.N.O. RATINGS AS OUTLINED DEFINED IN BUILDING CODE PROVIDE 5-#5 xCONT.@ PERIMETER OF SLAB TIE TO BAR STUDS a a C�VTIMWA 15 MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY w w OEADM WITH ONE OF THE FOLLOWING CONAN=E>:AD 913 O 16 THEY SHALL CONFORM WITH A I S G"FIRE RESISTANCE RATING",DATED 1985(OR)15 2 THEY 93 F' NON-COMPOSITE &COMPOSITE DECK DETAILS _ SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19,STANDAIRDOMM METHODS OF FIRE TEST OF m m BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE COMMISSIONER(OR)15 3 THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE O O N W 12_X26 STEEL BEAM O O _ � 17 ALL WORK SHALL COMPLY WITH ICC 117 12003 AND LOCAL LAW 58/87 CrON Cr May w w ` S LSfAIER ,� �INSL � 18 ALL NEW INTERIOR FINISHES SHALL BE CONSTRUCTED OF MATERIALS MEETING BUILDING w ir CODE FOR FLAME SPREAD RATINGS 19 PROGRESS INSPECTIONS REQUIRED TO BE PREFORMED DURING CONSTRUCTION FOR ANY tK'or 2"or 3 0 `ri�7`• STEEL BEAM STEEL BEAM ) NEW BUILDING,ADDJTION OR ALTERATION PROJECT ARE IDENTIFIED BY THE APPLICANT ACCORDING N N Y"0 A325 BOLT(TYP) PROTECTIVE COVM 11!- : TO THE SCOPE OF WORK AND LISTED AND DESCRIBED IN THE DRAWINGS IN ACCORDANCE WITH Q Piercing Type Hanger Tab 'r 'k9X12Y • i SECTION BC 109 9 WHERE AN INSPECTION OR TEST FAILS,THE CONSTRUCTION SHALL BE CORRECTED. g p Hanger Tab 9 t K'or 2'•or 3" V."STIFFENER PL. 1/4" 11!!THCK R1g0 1 Max.Load F � IIUAT101`( - .I P ' 20 IN ACCORDANCE WITH ARTICLE 116 OF TITLE 28 AND SECTION BC 109,CONSTRUCTION SHALL 60lbs.per Tab FNSH l� BE SCHEDULED TO ALL REQUIRED PROGRESS INSPECTIONS TO TAKE PLACE,AND THAT ROOFS, "2"Closure #12 Wire Minimum _ Cell Closure �. • CEILINGS,EXTERIOR WALLS,INTERIOR WALLS,FLOORS,FOUNDATIONS,BASEMENTS AND ANY OTHER p COLUMN CLOSURE 3115 CONDnFO CRION CONSTRUCTION SHALL NOT BE COVERED OR ENCLOSED UNTIL REQUIRED PROGRESS INSPECTIONS Z o d �� =--^�'ss..:-w r ARE COMPLETED OR THE PROGRESS INSPECTOR INDICATES THAT SUCH COVERING OR ENCLOSURE C4 ro 311e 0) _� .� ?NAIL 3ne • �- + MAY PROCEEDAT EACH STAGE OF CONSTRUCTION,AS APPLICABLE 3It6 TYP O O(I O -r-1._, ? r T- ° r.• 4 O O O O )� I j J - 0 21 FIRE RATED DOOR AND FRAME ASSEMBLIES SHALL LABELED BY AN APPROVED AGENCY THE ------ �� O O ----_- - LABELS SHALL COMPLY WITH NFPA 80,AND SHALL BE PERMANENTLY AFFIXED TO THE DOORAND PROJECT DESIGNER: FRAME AS PER SECTION BC 715 2 OF THE 2014 NYC BUILDING CODE ici•er MilOt Skala D PL x"x8x8 t "" 3 11 • VM"Al.4Tnoa•1. I 1 -� i - 1I!.- FaMAT}ONMWPROOFING LVL NOTES: • STEEL TUBE COL. I -=r;� -'k11Zi•=•� :' _..... } !, 1f r b jOF�f j( 1 ALL DESIGNATED LVUS SHALL BE 1 9E'MICROLLAM'BY'TRUSSJOiST MACMILLAN'WITH O' I __ 1 111: + • FLEXURAL FIBER STRESS OF Fb=2,600 PSI OR AN APPROVED EQUAL 3' 1 - 1E1Ii ?} • • 2 CONTRCATOR SHALL FOLLOW MANUFACTURER RECOMMEDNATIONS REGARDING T+P �." � b )RI(DINS1AATfON INSTALLATION,NOTCHING,DRILLING HOLES.BEARING,FASTENING OF MUTLIPLE MEMEBERS z CLOSURE 3ne 11 11- 11 • NAILING OR BOLTING AND OTHER PERTINENT INFORMATION FOR PROPER INSTALLATION STEEL BASE PLATE. rC%WE CELL CLOSURE ?}: �� ?�::1 11 • • �- 2 NOTCHING OR DRILLING HOLES IN LVUS SHOULD BE AVOIDED,HOWEVERIF REQUIRED DUE TO '�"" - } ► Tor a< Ta2 t ---v--------- - �; I-1-Y rl L I • • FIELD CONDITIONS NOTCHING AND DRILLING HOLES SHALL BE LIMITED TO MANUFACTURER F„ ° ,D„r,�„ii4�G;,,, •,Z. j o' ra O __ ;1�i1--- r r• _-_____ _ RECOMMENDATIONS OF THE LVL MANUFACTURER GC SHALL COORDINATE FRAMING WITH ` ' ' `� 0• d_� 3• - -" O 4 0• 1 1. - •o r MECHANICAL PLUMBING AND ELECTRCAL TRADES 9 _ "'E l7 O STEEL TUBE COLUMN. GEOFA6RI WRAP , i UDINWTION r' t`� I�rE°o TDq�E°FRrr' rEv io swu 2 >c v p 1 O p s? p ® ® :^^;;. - . ► _ 4 FASTEN MULTIPLE LVL MEMBERS PER LVL MANYFACTUER(2)AND(3)MEMBER LVL BEAMS 1 Ts�4s,,«.,orEEaE�"nEotmOq r 1 _ RE WOR 9 o -- __-- r$T -•111 o • 6 • , 6 W,POLYETWLENE MAY BE NAILED OR BOLTED(4)OR MORE MEMBER LVUS SHALL BOLTED ONLY D .°R4TETMOVi{JiNOFWTIpIF QM U o _ ._ .• D „. �. ° . . �. 4MlCT 5MVF LLC USE OF Tw,. b `� -1 �iJ l,: . WHENiRREStAB rQT1.•• DOQnENTG ULL RESaO,�O L40 a -- - _ HEADER NOTES NEAE"TERROi;ORo.nnSi", ` 11I I•- 13 4Gy; E'�lEttR I 26034 FMS DOCnEUT*.4L >♦E 1 1/a }}`'_r'T E• �w•11 "- CfYllllYll Uf1GMlt ,: '.. BEtl.6.EC7Y07"eSAE CO.aO"i j 1 3116 4'MNPIPE `- ` ' p ► - •' }r^ 1 FOR BEARING WALL OPENINGS 3'-6"OR LESS,ALL WOOD HEADERS TO BEAR . ; t.r. Coe -OMMSu7ED..DVE EIECTRO� "t , •• ► t}•--...t ON(1)2X4 @ EA END `. :..N •EDw rrwtorn.w E>;aaasa"s,rEra ..i I,00M➢AT UTES.VELEA WOi yaKa C I q ►• '�1 R,G OF MGDOCwE"T wwE3 Rd3 g =u}} `i_1�E` 2 1 FOR BEARING WALL OPENINGS T-6"OR GREATER,ALL WOOD HEADERS TO BEAR } • A:Tat�eKcwK<oFT ® 1' •T b•_ •• •--^:^•- i'�M NORTH EIECTRONECD.TAOR_ GE"EF,l rat�Ya uaT 1=p t=n1n ' r .=? iil.. FLOOR!DECK 60 LBS!SF �t%. nMnoT ma ,TT>� "0 HILTI HIT HY�04 l.T I.' }i - 1 ? F ANCHOR WITH 6`MIN. 1;. }s ?..• °C POUR STOP AT END _.__.__ eMBEOMENTrrYP1 ."J�?I°�1 T*i( 7 i t Jul-: }:- 1 t. STAIRS 100 LBS/ ! r T f ,,:.._.--••'R„---�1---T;_---, ,:.-._-�ITT:--- � , WATERPROOFING OF FOUNDATION WALLS PER SECTION R405 1 OF THE 2015 IRC AT ac, STUD LOCATIONS ATTIC 40 LBS!SF •Pst `V 0 4 I U ROOF 45 LBS/SF �� � ..w,.•,,. `f��y� Ze A •^ FIRST FLOOR LOAD SCHEDULE: p LIVE AD 40PSF DEAD OLOAD 20PSF h,. N FLOOR TOTAL LOAD: 60PSF c CLEAVAGE PLANE • • 48 lII1CK RIDGE DRIVE �..'NEW WALLS-.,«..1,. RYE BROOK`TY 10573 13 3-,6"or 9i' p ROCK FACE ` ZONE 11-10 SECTION 8 Ct LINE DRILLED POUR STOP AT SIDE 11I OC31 I LOT 1 q -----------------4x6STRONGBACK•� LINE DRILLING ''� � ``r GIRDER FILLER STOCKPILE AREA / @8'-0"INTERVALS 1 I- -'� Id/11J`TDATIO ♦1'Styli,,W 4t 1 LONG DOWELS TODETAILS 5 . 2x10 DIAGONAE•--- ? . i 2'-0"MIN I I I ? 1 PREVENT SLIDING IN K BRACING , CLEAVAGE PLANE .: SIGNATURE Z. DATE:08/15/2022 - 2x10 SHEATING•--- 1 O PLANKS {�{ i t' PROJECT NO.:2022.03 W ¢ ••.4x4 WALES........ J-1 -� WALL REINFORCING > ` �� DRAWN BY:MS w ........... .. 4x4 STAKE 5 1- X Q / % CHECKED BY ES �rS 1 1• > o O� DRAWING N0 C SHORING DETAIL .. PROTECTED EXCAVATIONS ` FLOOR PROTECTED EXCAVATION \ \ ``ROCK BED PLANE IL OWNER: a GESTHIMANI KOULOUKIS 48 ROCK RIDGE DRIVE FULL HEIGHT BLOCKING CONTINUOUS RIM RYE BROOK NY 10573 -ALONG THE LENGTH OF / JOIST JOISTS PER PLAN JOISTS PER PLAN T. 646 261-7166 -.~~ CONTINUOUS RIM /` THE BRACED WALL PANEL / ( E-MAIL' -......RAFTERS PER PLAN JOIST GESSIE aQGEOLIFLLC.COM ATTACH BLOCKING TO BLOCKING BETWEEN ' TOP PLATE W/8d@6"OC RAFTERS ALONG-�-�� BRACED WALL PANEL �• � CIVIL ENGINEER: ALONG BRACED WALL -----_------'-\ PANEL ---- R GABRIEL E.SENOR,P.C. ���I 1 \ '�, OdOWOCALONG `tsd(mK'UCALONG 90 NORTH CENTRAL AVENUE BRACED WALL PANEL �. BRACED WALL PANEL \ ---JOISTS PER PLAN JOISTS PER PLAN HARTSDALE,NY 10530 '� � �-----JOISTS PER PLAN \ \ ~\' ..LONG FULL THE LENGTHGHT IOF ~~\-...ALONG TFULL IHE LENGTHGHT IOF NG T.914 MAIL:070 BRACED ALONG 8d@6'0C ALONG THE BRACED WALL PANEL THE BRACED WAIL PANE EMAIL: ----CEILING JOISTS PER PLAN \ BRACED WALL PANEL "" BRACED WALL PANEL EILEEN GESENOR.COM 8d@6'OC ALONG REFER TO BRACED WALL REFER TO BRACED WL G BRACED WALL PANEL REFER TO BRACED WALL REFER TO BRACED WALL SCHEDULE FOR SCHEDULE FOR SCHEDULE FOR SCHEDULEFOR / SHEATHING TYPE AND SHEATHING TYPE AND � '' GENERAL CONTRACTOR: REFER TO BRACED WALL REFER TO BRACED WALL FASTENING FASTENING i-""-" "---" 'SHEATHING TYPE AND SHEATHING TYPE AND � BRACED WALL PANEL SCHEDULE FOR SCHEDULE FOR _ FASTENING FASTENING \\ SHEATHING TYPE AND .,•, .-.-.-...-__ ---BRACED WALL PANEL SHEATHING TYPE AND -- - BRACED WALL PANEL FASTENING FASTENING SOLID BLOCKING � SOLID BLOCKING SOLID BLOCKING SOLID BLOCKING `\, SOLID BLOCKING AT PANEL JOINTS AT PANEL JOINTS AT PANEL JOINTS AT PANEL JOINTS AT PANEL JOINTS / SOLID BLOCKING 1-1 AT PANEL JOINTS _ --•-•-•BRACED WALL PANEL BRACED WALL PANEL .........BRACED WALL PANEL 3-16d @16.00 ALONG BRACED ALONG�BRACED ALON16-OC 3-16d G�BRACED /��WALL PANEL ALONG @ -ALONG ,.___.ALONG BRACED i` WALL PANEL !�-WALL PANEL 3-16d(a@16'OC CONTINUOUS RIM f ,.....ALONG BRACED I WALL PANEL ' WALL PANEL if CONTINUOUS RIM ! CONTINUOUS RIM i WALL PANEL JOIST / ,•'""'JOIST / j"""JOIST r-JOISTS PER PLAN i JOISTS PER PLAN --JOISTS PER PLAN ` -JOISTS PER PLAN / ir-JOISTS PER PLAN ,i �-JOISTS PER PLAN / J EXISTING f t 8d@6'OC ALONG 8d@6'OC ALONG _._ 8d@6`0C LONG BRACED WALL PANEL--'--' SILL TO SLAB _� CONNECTION PER BRACED WALL PANEL ;" BRACED WALL PANEL ;: SILL TO SLAB SCHEDULE L BLOCKING LONG THE AFULL LONG HEIGHT BLOCKING W _ CONNECTION P1`iQ FULL HEIGHT BLOCKING LENGTH OF THE BRACED .........SHEAR WALL P, WALL PANEL BRACED WALL PANEL a m ALONG THE LENGTH OF THE Z ' SCHEDULE ----- C9 Q O o BRACED WALL PANEL z O b-------- o a mW M W 0:coC ON U. W y MARK FASTENERS MIN.WD.MEMBER ANCHOR BOLTS THICKNESS GYPSUM WALL BOARD AS DTT2Z (8)-SDS'14'x 1112 2x4 OR 2x6 1/2"0 x 24" THIS PANEL JOINT NOT o 0 DIAPHRAGM CONTINUOUS o00 o O REQUIRED AND INSTALLED IN BOUNDARY...`., %------ACCORDANCE WITH BRACED 16d COMMON ORIENTATION OF STUD CONTINUOUS WOOD STRUCTURAL WALL SCHEDULE NAILS @ 12'O/C-----_-_"'\\ �""'"""MAY VARY. ' co to�d le Lu PANEL INSTALLED IN ACCORDANCE.__ CONTINUOUS WOOD STRUCTURAL 10) WITH BRACED WALL SCHEDULE HOLD DOWN AS REQUIRED -_ PANEL INSTALLED IN ACCORDANCE 4'x8'SHEATHING PANEL, I 00 N AND INSTALLED IN WITH BRACED WALL SCHEDULE j-CONT.PANEL JOINT 00 \ ACCORDANCE WITH BRACED HOLD DOWN AS REQUIREw co D W MAX.NAIL SPACING `• i W WWALL SCHEDULE AND INSTALLED IN AT DIAPHRAGM ( 2x4 FLAT BLOCKING Ir>_ ACCORDANCE WITH BRACED''...... \ 80UNDARY AND I �` WALL SCHEDULE \ "~ BETWEEN FRAMING 16d COMMON ORIENTATION OF 8d COMMON NAILS @ 6'O/C ON ALL FRAMING MEMBERS SUPPORTED EDGES - i ��-MEMBERS AT SHEATHING NAILS @ 12'O/C \ /_STUD MAY VARY. \ AT PANEL EDGES AND 8d COMMON NAILS @ 12'O/C ON i j '/ PANEL EDGES N N ALL FRAMING MEMBERS NOT AT PANEL EDGES , N N GYPSUM WALL BOARD AS REQUIRED AND INSTALLED IN /' CONTINUOUS PANEL SHEATHING SHOWING REQUIRED STUD TO 8d COMMON NAILS @ 12"O/C ACCORDANCE WITH BRACED STUD NAILING j `\ I i-'�- - ROOF OR FLOOR JOISTS 8d COMMON NAILS 6' WALL SCHEDULE @ ON ALL FRAMING MEMBERS O/C ALL PANEL EDGES NOT AT PANEL EDGES I I I NAILING TO INTENMEDIATE FRAMING MEMBERS IS DEFINED O z AS'FIELD'NAILING.SPACING IS 12"O.C.FOR ROOFS AND FLOORS (6"WHEN SUPPORTS ARE SPACED 48'OR GREATER) N PROJECT DESIGNER: iei Milot Shala vAst 31Ltis.P11rOpp1. 7• f 07M MrQt.DF{A.O SwP 1f*-�WA"mb MY 10471 i 4177107414 F 317427-2132 F rR1Y•YM4ryawfAwl KIWll�iitO11.�sSpn Y y rN£DE cc��ors t4 A/0 KL As- �uoR►NroNDEPIcrEpN£REON ARE OPlR OF ATELIER MLOT^ A YO •f DISTRBUTED FOR Mr REASON EJVRESSED OR O 0��< DAIELIOCU�uOT� ;a'11.i R` ULC 6 1W REPRODUCED EDITED OR m rvp-R RWigN FFOM W .,7 DOCV 4 R'�SPONieLMOF .[" ALL r.Y TN0O Omr=bNS !1� BE CTROW COPE q DOCUWEffl BE xb.ECi TO CD0QPYA4Nt � CONDITIO1Ti Ai;TATEDA60LE EpLEC TROrRC MEp1A MLV COMAFI ERAOR$OQ SYSTEM N[OMPATB417ES ATELIER ALL: �,,�LW2F_S.S rDOMIENT ittp V OtYltMI�LAS TO THE ACCURACY'OF T»El,' ELECTRONC DATA OR THE GENERAL O O AIENERMIIOTS1MlA LLC IOa C �i� �, ,t✓ i y T r' P V •. 48 11 . )GE waft, � 1 11U ilillf HJU 10 573 0 ZONE 11-10 SECTION 28 IILOCNIII 1 LOT 17 a s WOOD F 1111HE DETAILS a F SEAL 8 SIGNATURE DATE:08/152022 PROJECT NO.:2022.03 WW F DRAWN BY MS 5 CHECKED BY.ES DRAWING NO 0 W t1).1.0 s d F3 WOOD I BEAM RIM JOIST 4Q 2 x 12 BOX RIM �•mac OWNER: F1 ATTACHMENT AT END BEARING 2 BLOCKING PANEL,EXTERIOR �"minirtwm O VERTICAL LOAD TRANSFER=2000 PLF MAX LIMITED TO 11 7/8"MAXIMUM JOIST DEPTH IN edge distance VERTICAL LOAD TRANSFER=2000 PLF MAX Splice may GESTHIMANI KOULOUKIS SINGLE-STORY APPLICATIONS W Min ONE 8D NAIL EACH SIDE AT BEARING VERTICAL LOAD TRANSFER=1700 PLF (Withfor full it be m upper or 48 ROCK RIDGE DRIVE WOOD I BEAM WOOD I BEAM . a a spy) lower plate RYE BROOK NY 10573 BLOCKING PANEL RIM JOIST SINGLE 2 X 12 T.(646)261-7166 Do not install NO 2 DOUG FIR ®Strong-Drive• E-MAIL: �VVC area GESSIE@GEOLIFLLC.COM 1 3/4-MINIMUM ^// OvefiEWg II top-plate late�spliccee—+��- CML ENGINEER: MINIMUM 1 3/4" -�f K-ruin BEARING LENGTH JOIST BEARING I%'max t for run values AT WALL SD NAILS 6'o c GABRIEL E.SENOR,P.C. TO AVOID SPLITTING FLANGE,START NAILS AT LEAST 1 1/2'FROM 8D NAILS @ 6-0 C @ Optional SDWC Installation Allowable Installation Range Minimum Edge Distance 90 NORTH CENTRAL AVENUE END NAILS MAY NEED TO BE DRIVEN AT AN ANGLE TO (WHEN USED FOR SHEAR ONE NAIL AT TOP (WHEN USED FOR SHEAR (1)8D NAIL&BOTTOM FLANGE. TRANSFER,NAIL TO BEARING Truss Offset from Stud (Truss offset from stud only) for Top-Plate Splice HARTSDALE,NY 10530 PREVENT SPLITTING OF BEARING PLATE. TRANSFER,NAIL TO BEARING INTO EACH FLANGE PLATE WITH SAME NAILING 8D(GPI 15,25 JOISTS) PLATE WITH SAME NAILING SEE DETAIL F7 FOR ADDITIONAL INFORMATION T.914.422.0070 AS REQUIRED FOR DECKING) AS REQUIRED FOR DECKING) CHECK LOCAL BUILDING CODE FOR APPROPRIATE DETAIL IN AREAS OF HIGH Wall E-MAIL: LATERAL LOAD TOP Plate EILEEN@GESENOR.COM I. �.; GENERAL CONTRACTOR: i I nverted and Combination of I Standard LS70 F7 BLOCKING PANELS USED FOR BRACING F8 JOIST AT EXTERIOR END WALL F9 BLOCKING PANEL,INTERIOR F1 SQUASH BLOCKS AT INTERIOR BEARING Install diagonally across Inverted LRU26Z and VERTICAL LOAD TRANSFER=2100 PLF MAX VERTICAL LOAD TRANSFER=2100 PLF MAX from each other for Standard LS70 3/4"RIM ALLOWED ONLY (1500 PLF IF JOIST DEPTH EXCEEDS 16") VERTICAL LOAD TRANSFER=2000 PLF MAX ALONG LOAD BEARING WALL minimum 2x truss and HUS26 Combination of Inverted (1500 PLF IF JOIST DEPTH EXCEEDS 16") WITH JOIST DEPTHS UP TO 16" DOUBLE LOAD TRANSFER WHEN LOAD BEARING WALL MUST STACK OVER WALL BELOW• and Standard HGUS26-2 USING DOUBLE JOIST ON WALL LOAD BEARING WALL MUST HIGH WIND STACK OVER WALL BELOW• CONNECTORS 1/16" WOOD I fM BLOCKING PANEL Standard HUS BACKER FOR Inverted PANELS INSTALLED FOR A MINIMUM OF SIDING ATTA HUC210-2 4'AT EACH END AND AT LEAST 4' W 133PLYWOOD 5/8"+1/2, BEARING PLATE MUST SQUASH BLOCK 8D NAILS for Increased EVERY 25'OF BEARING WALL LENGTH 8D NAILS 6' .0 (2X4 MINIMUM) y iT t 3/4"+3/8",or 3 of 3/8" BEAT LEAST 51/2"WIDE • USE 8D NAILS AT 6"O.C. BEARING STIFFENE Y W 143/452 OF 3/4"PLYWOOD a%R DOUBLE W 133.7 1/4" REQUIRED SEE DETAIL F18. CHECK LOCAL BUILDING CODE FOR APPROPRIATE DETAIL IN AREAS OF HIGH 1 5"NET THICKNESS WIDE FOR DOUBLE W143&WI45 *NON-STACKING WALLS REQUIRE ADDITIONAL CONSIDERATION LATERAL LOAD 'NON-STACKING WALLS REQUIRE ADDITIONAL CONSIDERATION Bearing Plate a to Z as required Z Q p o° a HH4 HH4 Cow N F11 DOUBLE JOIST CONSTRUCTION 00) F1 FLOOR OPENING,TOP MOUNT HANGERS w (ALLOWED ON JOISTS DEPTHS UP TO 16") FILLER B CKING Q�O ° 0 °ouo0o2 ASSEMBLE DOUBLE JOIST PER DETAIL F11 .o° f7• °$.00 0-° 1/8"G • (REGULAR FILLER) °0°�oQp O po°'o °a 1)SUPPORT BACK OF WEB DURING NAILING BACKER BLOCK(USE IF HANGER LOAD EXCEEDS 250 LBS) O"o d $0 Vo O. a a TO PREVENT DAMAGE TO WEB-FLANGE BEFORE INSTALLING A BACKER TO A DOUBLE JOIST,DRIVE -0o.�p° 0•o°0 0 O 0 a CONNECTION. AN ADDITIONAL 3-10D NAILS INTO THE WEB WHERE Co.. • • O o Q o°D O O °0• ° z z 2)LEAVE 1/8"GAP BETWEEN TOP OF FILLER THE BACKER WILL FIT INSTALL BACKER TIGHT TO TOP oa C. •'D o o 0 BLOCKING AND BOTTOM OF TOP FLANGE JOIST REGULAR FILLER BLOCKING FULL-DEPTH FILLER BLOCKING FLANGE.USE 10-1OD NAILS,CLINCHED WHEN POSSIBLE. o oO°° O O,'o°0 >>w 3)BLOCK SOLID BETWEEN JOISTS FOR FULL W 133 9 1/4" 2X6+3/4"PLYWOOD 2X6+3/4"PLYWOOD Backer blocks' p• o • ° d�� ° m m LENGTH OF SPAN. 11 1/4' 2X8+3/4"PLYWOOD 2X8+3/4"PLYWOOD 14" 2X8+314"PLYWOOD 2X10+3/4"PLYWOOD JOIST MATERIAL '.:°0 O 0•oaoQ o O 00 N 4)BUTT JOISTS AND NAIL TOGETHER WITH 16" 2X8+314"PLYWOOD 2X12+3/4"PLYWOOD Titan HD anchor Cr� TWO ROWS OF 1OD NAILS AT 12"O C W 14?1 1(4" 2-2X6+1/8"TO 1/4"NET THICKNESS 2-2X6+1/8"TO 1/4"NET THICKNESS W 13391/4" 1 1/8"NET X 51/2"HIGH rn Go (STAGGERED EACH SIDE OF 1 /4 2-2X8+1/8"TO 1/4"NET THICKNESS 2-2X8+1/8"TO 1/4"NET THICKNESS 11 114",14",16" 1 1/8"NET X 71/4"HIGH }W M 12" 2-2X8+1/8"TO 1/4"NET THICKNESS 2-2X8+1/8"TO 1/4"NET THICKNESS DOUBLE WOOQ(BEAM JOIST 14" 2-2X8+1/8"TO 1/4"NET THICKNESS 2-2X10+1/8"TO 1/4"NET THICKNESS W 14391/4" 2x6 .o o .0 •° 16" 2-2X8+1/8"TO 1/4"NET THICKNESS 2-2X12+1/8"TO 1/4"NET THICKNESS 1 111/4-,17,114-,116-1 2x8 ° o 0 W 14511 1/4- 1 2x8 'o 0 0 0 0 O O O N N uJ 'BLOCK MUST BE LONG ENOUGH TO PERMIT REQUIRED NAILING WITHOUT SPLITTING ° o o @CID C Tr tam- °0 0 SIMPSON HIGH WIND UPLIFT o ° 00 2!CONNECTORS _ 14 JOIST TO BEAM CONNECTION ®i BEARING STIFFENERS 12"=1'-0" Note:Rebar not shown for C 04 anty FLOOR OPENING,FACE MOUNT HANGERS STIFFENERS REQUIRED ON BOTH SIDES OF THE WEB AT PROJECT DESIGNER: NOTE BEARING STIFFENERS MAY BE REQUIRED -END SUPPORTS OF JOISTS OF DEPTH EXCEEDING 16",EXCEPT NEW 7GA MEG 6"X9"CUSTOM Mdot Shala ASSEMBLE DOUBLE JOIST PER DETAIL Fl1 THAT BEARING STIFFENERS ARE REQUIRED FOR W143-16"JOISTS SIMPSON @ EXISTING ACTUAL(2) ems+•• (FULL-DEPTH FILLER) WHEN END REACTION EXCEEDS 1420 LEIS 3"X12"GIRDER BACKER BLOCK -CANTILEVER SUPPORTS&INTERIOR SUPPORTS OF CONTINUOUS JOISTS. BEFORE INSTALLING A BACKER TO A DOUBLE JOIST,DRIVE -HANGERS WITH SIDES NOT CON- r TAINING TOP FLANGE OF JOIST a 3/16"GAP t AN ADDITIONAL 3-10D NAILS INTO THE WEB WHERE -HANGERS WITH SIDE NAILING 2"3 NAILS CLINCHED THE BACKER WILL FIT INSTALL BACKER TIGHT TO TOP -BIRDSMOUTH CUTS ON W133 JOISTS FLANGE USE 10-10D NAILS,CLINCHED WHEN POSSIBLE BACKER BLOCKS BOTH 2"t_ TIGHT FIT • '' i�?Y�' SIDES OF WEB gr04wnr�w..wa. {�,.�I«s."wvTna:T STIFFENER SIZE&NAILING E ew wo•.\,w a4mx".w.>�anm �- TOTAL MATERIAL, MIN. _ ncac gTs.aEA.,otic- JOIST SERIES&DEPTH NAILS MINIMUM THICKNESS WIDTH HEIGHT D•F°rM►1090EF ED'emoN r�OVE°i♦O/*TF E°Mi0T.S.AM BACKER BLOCKS• HANGER PLYWOOD 3 of 3/8",or Eo oaeE EEFQOM'E°'E�ooa c WI3391/4",111/4" 2-10d 5/8"+1/2,or JOIST f TA)T.oewT,oNgepy t JOIST MATERIAL ga�q F0 °0 rE 0 14"-16" 3-lOd ,�`' Au SEOF T-1 y� W1391/4"-16" 1 1/8"NET G-P LAM LVL OR GLULAM BEAM 314"+318" 31R" DEPTH 3/8"SCREWS(TYP) 3/8"SCREWS(TYP) oocoeNTX,t aECF°N•ie�rtv pF\h r' .Ll...EFENT S R' OY'DNS > WI48 1/4"-16" 3/4"+3/4"PLYWOOD 4 1 4 2-12d MINUS - - r. ETECIROWC°c�T.5OW..ENT;,wa BLOCK MUST BE LONG ENOUGH TO PERMIT REQUIRED NAILING WITHOUT SPLITTING 3 3/16" ! eEs�e.ECTTOT"E "r WI451 1/4" 3/4"+3/4"PLYWOOD W143 - 2 X 4,OR PLYWOOD: �/•� COp�oN,.ssT,TE E rco+°oL BACKER DEPTH TO EQUAL JOIST DEPTH MINUS 3 1/4" 2 of 3/4" a °"i°++°•coNT..,Eac .a SE . 3/8"DIA XS"L LAG BOLTS 3/8"SCREWS(TYP) (( 6u+AMUEEs�Lw:E.cCW^•x.T F a fAT '° VERTICAL SECTION N RTM 1:n nE O"cwao•T"E CENE ',.4 'a�. 'ep ATELIER IL°T SIMIALL 2G77- Y j DETAIL6"X9"SIMPSON HANGER 2X3X12Ri max. HANGER 3 "' 1 1/2"=1'4" ram; �'t•t.;A r �2 m F1 SQUASH BLOCKS AT CONCENTRATED LOADS F1 WEB STIFFENERS 41111 i�WiDGM-TRIA? b _�" NEW 14GA SIMPSON TIE EXISTING - -,�f- 2X12 B NEW(2)X2X12�LVL'S 11���i 1311I1I1i��T!10 7 1/16"� CONCENTRATED LOAD air e�(FROM ABOVE �• ./ • I DINE R-10 S1i�TION It 111,1CI1 1��LOT 17 WOOD&s f FRAMING l)I"TAILS SEAL&SIGNATURE 3 MAXIMUM LOAD(LBS)WITHOUT WEB STIFFENERS DATE.08/15/2022 JOIST SERIES JOIST DEPTH WI33 WI43 WI45 O VERTICAL SECTION PROJECT N0.:2022.03 91/4",111/4" 1566 �0 0 • 3 DRAWN BY.M S 12818" 2040 340 2840 0 CHECKED BY`ES 3i PLAN SOLID BLOCK ALL POSTS FROM ABOVE TO BEARING BELOW USE WHEN CONCENTRATED LOADS EXCEED 1000 LBS INSTALL ON BOTH ` �' SECTION DRAWING NO. WITH 2X4 MIN SQUASH BLOCKS WITH PER DETAIL F18 BUT TIGHT AGAINST TOP FLANGE AND GAP AT UA THE BOTTOM VERIFY ADEQUACY OF JOIST TO CARRY CONC LOAD DETAIL@ SIMPSON CONNECTOR @ 11-5.2.0 s TYPICAL FLUSH BEAM DETAIL TYPICAL FLUSH BEAM DETAIL STAIR 1 1/2"—1'-0" BEDROOM BEDROOM a. 21 1 1/4'RISER FROM BELOW 23 OWNER: n 156 SF GESTHIMANI KOULOUKIS 20 GA.2-T'STL.STUDS AND RUNNER ATTACHED TO 48 ROCK RI OGE DRIVE UNDERSIZE OF EXIST.CONCRETE STRUCTURAL RYE BROOK NY 10573 SLAB T.(646)261-7166 EX GYP BD.CEILING E-MAIL: GESSIE@GEOLIFLLC.COM 2 CML ENGINEER: 0 0 0 • o 0 o GABRIEL E.SENOR P.C. BATHROOM VENT SHALL PTD.CORNER BEAD 90 NORTH CENTRAL AVENUE BEDROOM TERMINATE @ FACADE WALL 5/8•DRYWALL HARTSDALE,NY 10530 MIN 3'-0"AWAY FROM ANY RECESSED LIGHT FIXTURE T.914.422.0070 19 . WINDOW OR DOOR 2 CEILING DETAIL @ SOFFIT EILEEN E-MAIL:MAIL: R.COM 0 O O ° GENERAL CONTRACTOR: DOUBLE STUD NO CONTACT SINGLE STUD O 0 BETWEEN STUDS _ _ _ /4" OUTLET MTL STUDS `— ---= BOXES OUTLET -:-- BOXES CEILING .•. .. _ .. .. •, .. ;.._..—... �-AHU 4 i CEILING .........p AHU i _ 1"RISER FROM BELOW , CEILING L •- BATHROO I AHU 1/0 1 ,, ? 1'RI E FROM BELOW L-- --- . • •• • 20 0 O o ? O o I.. - r - �r rr• • • 41 SF { GFI GFI CLOS GFl GFl 3 � � o FLEXIBLE CONDUIT SOS FLEXIBLE CONDUIT O O O �G\ RESILIENT SEALANT RESILIENT SEALANT AT PERIMETER — - AT PERIMETER o ......... --- ° FI S1 NOTES LT EILING \ / NUNN BA OO AHU: i O O ° ° 1.THIS DETAIL IS APPLICABLE TO ELECTRICAL POWER,LIGHT SWITCHES,AUDIO,DATA,AND 2 O O'••......... ------ BATHROOM VENT SHALL TELEPHONE O OUTLET BOXES IN ALL PARTITIONS WITH STC-35 OR HIGHER RATINGS. i p TERMINATE @FACADE WALL ATE STUD SPACES 37 GFI a GFI Ga / \ MIN 3'-0"AWAY FROM ANY 2.PLACE OUTLET 3.BACK-TO-BACK OUTLET BOXES IN S ARE NOT PERMITTED WINDOW OR DOOR BATHROOM VENT SHALL i 4.PLUG ALL UNUSED CONDUIT KNOCK-OUTS IN OUTLET BOXES WITH KNOCK-OUT CAPS. TERMINATE @FACADE WALL BATHROOM • •. + + 5 APPLY OUTLET BOX PADS OR RESILIENT SEALANT TO SIDES,TOP.AND BOTTOM OF ALL ELECTRICAL ~ MIN Y-O'AWAY FROM ANY '' BOXES WINDOW OR DOOR 25 w o 0 90 SF ' MECHANICAL a.a o O O ELECTRICAL LIGHTING A POWER QUANTITY: ROOM+2 EL 90 V LED IC ENCLOSURE RECESSED LIGHT FXITURE ., 2 \o v i BATHROOM VENT SHALL 37 COUNT F m t� TERMINATE @ FACADE WALL O CHANDELEIR 1 COUNT __-_____ O N G MIN.3'-0"AWAY FROM ANY IN40VE LIGHTS 200 LINEAR FEET 4 '' `' ': •. . !;;','• '. w WINDOW OR DOOR TRANSFORMERS '• w SWITCHES DIMMER 11 COUNT ,,.....„ww. SWITCHES FAN ROCKER 4 COUNT N SWITCHES THREE WAY 2 COUNT DUPLEX OUTLETS 22 COUNT GREAT HALL GFI DUPLEX OUTLETS 14 COUNT BEDROOM LAUNDRY BATHROOM c �% 1 a a 0 0 18 --, 99 O 158 SF 24 SF 48 SF 196 SF s,' J '': '.'-'`" :;l CEILING; aim I.- AHU ,• I i >>w L------J co to Y Y H ! Q N •• O O O O 00 O O_ T SD_ w m SECOND FLOOR CEILING PLANw w ' 1/4"=1'-O° i CEILING AHU i WP \: i 1!4 iSER TO ABOVE •` GFI --— _— GFI -- 1 1/4" N 4� 1• ��C • WP ....................... o c8 1' 3 WP O O O O O O O Z 3 `\ REC EATION O O O•. ' O� O ROOM PROJECT DESIGNER: 1,. - O O o o 0 0 0 6 Milot Shala Q. O 1rr O O was sw.aru>'t. +SD(DCMD O t 1 1"RISER TO AB 0 2 CAR GARAGE O46 o OV 0 00 ° cim A,r :o/a,.T 71T pq tiv T0a71 ——— J i----- ~'--_• k„p1T. +R:.t�+n ,LY r f+wnv. A,'O+n 1 O O v� 1"RISER TO ABOVE _ OPERT+QEAT ER Wow I s,r,co aE: O ° o LL ° I I BED OOM y�,.�� .EiEG°TT"' FT�aR . ® ® 1 � R@ EtjP TMT+ EKRE EOOR 8 11 ° 1 T. _» �` ELECTROW COPE' YD00.Eerr , GFI GFI 1 y I n I a DOCvuEr u, rnt RREE,PorrsreL Tv O. �� fE3t@ECT ;R`iWSa To i co "T a GFl 9GFl `1�1TI, 6I1TI, ,7\;y lly p I I ;, wMuMTOLrTE5 TELER 5.u1'J.4Y �n r----T-----Ir---- - -r - + 11.1'.COr:D1IDHjA55fAi.eo �cT .c • -- I I .. _'R,�ArCOrr1TM;ERDDCLAEtlTROQs+S;NO I - 7 GWFMITEE$'V TO T"E KLVR,�Or T.E r•r I \ NORTH EiE'=50rK WtAoc rGrrtRX GFI. GFI GFI GFI GFI GFI L---------_ r"s•>; - r0 ATELIER MILOT SK%Lk UC 2� Y 0 0 N O O ,/a" ,,/a' GFI �, moo.. o 0 4 p 1 1/4" 1 1/4'p I ; r 3 ,�. 4SDbCMD Cl . t: / r• i/ �eT /. �p ................................................. �GF��GF�GFl�GFl .'• O,$ •4 ... .............................................................. AD ``� `\`\ , r'��v+�•rtii�. .. \j TSDOCMD ,, � 11 WP WP- � \,, , .•a ROCK II)1>rl.DRIVE 0 o I o o • ltl'l:131iI1I)I1 DTI'10573 Y o 1 va" 1, , S1.t,lll)�T 2� o o n GFI 1 1/4"RISER TO AB E G ��i ELECTRICAL LIGHTING&POWER QUANTITY: a O A LIGHTING b O QUANTITY: �, • .�Il, / EXTERIOR WP LIGHT SCONCES 4 COUNT RECESSED LIGHT ITURE47 �;� SURFACE MOUNTED GARAGE UTILITY CFL LIGHT ' ' T g u COUNT FIXTURE 8 COUNT S];(,OND C"TILING 1 LI S qp _ -. ENDANT LIGHTFIXTURE 2 COUNTLED IC ENCLOSURE RECESSED LIGHT FXITURE 82 '� COUNT SEAL 8 SIGNATURE DIMMER SWITCHES 2 COUNT PROJECTN0.:2022.03 "`' `' �. CHANDELEIR 8 COUNT ': DATE.08/15/2022 9 "�•�•-•��-•_"'���•�����"�' UNDERCABINET LIGHTS 90 LINEAR FEET 4 - »-'-��" , W BATHROOM VENT SHALL W WP TRANSFORMERS WP o " 3 WAY DIMMER SWITCHES 7 COUNT 1/4" EXTERIOR BELL,80"-W'ABOVE GRADE,TO SOUND ON TERMINATE @FACADE WALLL EXTERIOR WP LIGHT SCONCES 4 COUNT GFI DUPLEX OUTLETS 14 COUNT MIN 3'-0"AWAY FROM ANY FLOW IN FIRE SPRINKLER SYSTEM,LOCATION IS DUPLEX OUTLETS 16 COUNT � DRAWN BY'MS g SWITCHES DIMMER 1 COUNT SUGGESTED,MAY BE ELSEWHERE IF ACCEPTED BY BATHROOM MUD ROOM CHECKED BY:ES a WINDOW OR DOOR SWITCHES FAN ROCKER 1 COUNT THE BUILDING INSPECTOR O O O 1 1/4"RISER FROM BELOW SWITCHES THREE WAY 8 COUNT ® DRAWING NO o DUPLEX OUTLETS 22 COUNT _ ! = GFI DUPLEX OUTLETS 17 COUNT BATHROOM VENT SHALL Ll Ll W :....................................................................................... y G : L A-`�• • TERMINATE @ FACADE WALL MIN.3'4r AWAY FROM ANY FIRST FLOOR CEILING PLAN WINDOW OR DOOR 1 BASEMENT CEILING PLAN 1/4"=1'-0" 1/4 =1 0 P� SUPPLYDWNER: [NY] TABLE P2903.2 WATER SUPPLY NOTES: =DRAIN UMBING DWV PLUMBINGGESTHIMANI KOULOUKIS MAXIMUM FLOW RATES AND CONSUMPTION FOR ALL SUPPLY LINES ARE TYPE48 ROCK RIDGE DRIVE PLUMBING FIXTURES AND FIXTURE FITTING KITCHEN SINKS AND SHOWERS FLOW RATE TO BE - =COLD 10 TEE RYE BROOK NY 10573 PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY' PER TABLE P2903.2 V.TA =HOT Za DBL TEE T.(646)261-7166 LAVATORY FAUCET 1.5 m 60 psi : ANTI-SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES V.TA 3• r =VALVE 3 ELL GE-MAIL: 9p C�! P � GESSIEI'cI�GEOLIFLLC.COM SHOWER HEADS 2.0 m 80 ' I SHALL BE INSTALLED IN THE WATER SUPPLY TO ALL SHOWER �, r r SINK FAUCET 2.2 gpm @ 60 psi AND SHOWERIBATHING FIXTURES , CIVIL ENGINEER: WATER CLOSET 1.28 gallons per flushing cycle` ANY VERTICAL WATER SUPPLY TUBING TO BE SUPPORTED GABRIEL E.SENOR,P.C. 4-0 O.C.BY STRAPPING 90 NORTH CENTRAL AVENUE FOR SI:1 GALLON=3.785 L,1 GALLON PER MINUTE=3.785 Um,1 POUND PER SQUARE INCH=6.895 kPa. PEX DISTRIBUTION SUPPORTS AT THE BASE SHWR HARTSDALE,NY 10530 &AT EACH FLOOR NOT EXCEEDING 10'-0"ON CENTER T.914.422.0070 a.A handheld shower spray shall be considered to be a shower head. (VERITICAL)MAXIMUM EVERY 6'-0"(HORIZONTAL) r ,� E-MAIL: b.Consumption toleranoes shall be determined from referenoed standards INDICATES COLD WATER SUPPLY r > ��,��� EILEEN@GESENOR.COM c.The flush volume for a dual-flush water doset is defined as the composite,average Rush ------• INDICATES HOT WATER SUPPLY �, w� r '? GENERAL CONTRACTOR: volume of two reduced flushes and one full flush. Tur 3' 31 i�• 3' r I \ LAV `\ 1?`r I \ V.T.R. ATTIC I Ur ATTIC r SHWR V.T.R. 3' I p 3• r 3WI 3/4' 1? I � � / 1'-7 3/4' -•----••------------------•.-..--•--•---•---•--•--•-•---•-•---/- I �/ r 3NLAV ------------ -=, -------=j�% -� -31 16 G EEL D FRAMING Wr ,- ' I ' \ 1? --- /2'WIDE, AST CSTU G > INSULATION PACKED IN ALL WAIL.AND PIPE CAVITIES - — ...... ` / \ Oo oQ f �c LATERAL REINFORCEMENT l2. `` / 1I1�'•I f -;/ OF PLYWOOD ' ' ----PAINTED GREENBOARO > 3' r it; `q ~ I : V. V 1 i ACTUATOR FLUSH PANEL = 3' 3` 3' ��?• I a m .I ? 1 3/4' o� : -i I i <2' 7UB 2 FLOORm WW vvc l I O_Lo c \ LL 1LU gr li GEBERIT CARRIER IF111798 ' APP �1� z `\ N I ` ...................+....��,f ....... ...••--.....................................•••••.................... ._. ' SCREWS( T.R > t� }: t t SC SELF-T I >> Y - ; ; WS 6)12' ART �3' r � I � f 1.j�16 i I 00LAV I \� ,� i i ii;, to : l �10 1?` /`�\� I �/ `\ w w •' �V 1 1?1 • / C9 0 DURAVIT DARLING NEW It254S09 itit 11>1 `\ I ��3l4' S!D( \ z z O v < c 1Q' g• 3' \\ I��" WASHER ' `\ N I J J �I3' \ 1? \ Y Y 2' 314- 1FLOOR 1FLOOR ....:::::..................... : %rl ; /,•' /// \\` `� r ALIGN CARRIER WITH �`\ /�3/ r ``3`.\ \ \ I 1? i% FRONT OF STUDS 9' I Y/ T \` I N N Z • i 4 `\ ( O N IL 3• IN i c \31V I z a \ 3T 1•I � \` 1 N Ilk-_.... ......................_.........._.__...._ _.._........: � .'` L•;_ t - �.__ ..............`''_ �` s:- �`\ C.0 �3• 1 `\ '. `�� �' �l r �• •'a t � � � t \ r I v PROJECT DESIGNER: t CIE \ t \t NEW TILE FLOORING WALL HUNG TOILET DETAILS `\ 1 .�fL- Mdot Shala t_IN-WALL TOILET TANKS ARE TO INCLUDE A CONDENSATION FREE TANK,STAINLESS \\\ �s!d,.a.woa- STEEL PAN(EXTEND MIN.),SENSORS,AUTOMATIC SHUT OFF VALVES,AND AN ACCESS PANELWATERPROOFING SHOULD BE INSTALLED AT FULL HEIGHT OF REAR CHASE `\\ V EXTEND WATERPROOFING FULL DEPTH OF PLIWALL CAVITY \\ i AND UP BACKSIDE OF STUD CAVITY \ s C BASEMENT WATMFM ' aKsrte�,amp BASEMENT PLUMBING RISER DIAGRAM ECT-------------------•---•---•------------------•--_ E rY.Miiwt:nYrfawlMrRllri W!.•wwv..>Ar.•Mrrr�},hyq.wn LATICRETE 4237 LATEX THIN SET MORTAR .....50 T`�SP!KEiis OE�FD^E°E0•• ....................................................... �E'SOIE!6rp iJ'D Ec•AO7 Er•K. Y �� ALL 1:WALL!lO 9p�ic EOOTZ Oc c ADDITIVE WALATICRETE 211 CRETE FILLER ��.. VIE FOP-,.GEC roF SAD s a°� /l .., .: ; r 1 J J CT ON THINSET avD,r„eaar POWDER OR LATICRETE 3701 MORTAR AND i r__......... ,`.................. """"""'"'"" "' Ea K. G���p'Ey W GROUT ADMIXTURE W/LATICRETE FLOOR& - (`� "` > "" J LATICRETE 9235 TO CEILING ABOVE '" E`o�i °"Sr,tL Dc WALL THINSET(NOTE 2.) / { ! LC��i-ce' or EXISTING CONCRETE SLAB ................. `"0S 1,7 5.eo C�DNC • : r 1 LATICRETE 9235 WATERPROOF MEMBRANE.........................................•-............• ... �.!' i�, �t�, r!r ` _ SM'DUROCK _ CEMENT LEVELING AS REQUIRED 1` 'aYwKEK�i Ct•Eui.nv.Ei lr:•. NOTE 3. ��' ( GwA. DA O Cvi.c�oi t E -� LATICRETE 9235 WATERPROOF&CRACK SUPRESSION DAMS TO 4`ABOVE TOP OF CURB Y CEMENT BOARD•........................................ ._._...._...... MEMBRANE(NOTE 1.) .......... NORTH c f R •ATEl1ER YI►OT SWIALL '•' ?`+-��` 1�''F)' ,-- CT ON THINSET OVER WATERPROOFING �^= GLUED-DOWN 10MM QT-SCU 4010 SOUNDPROOFING \.... g WALL AS SCHEDULED ' / ° s.�' °i /'�` r'r•�!1 LATICRETE 9235 WATERPROOFING MEMBRANE 1 WARMUP STICKYMAT ELECTRIC RADIANT FLOOR LATICRETE GROUT WMTICRETE GROUT...................................................... e kit ADMIX OR LATAPDXY EPDXY GROUT(NOTE 1.) a i i j; r'% ai z ":t..:•--` / _ ,� ✓ NEW REINFORCED MORTAR BED;SLOPE TO DRAIN a i- LATICRETE FLOOR&WALL THINSET(NOTE 2.) �.'•1 :; - �;'t AT 1/4"PER FOOT MIN. R, v i i.:f� :� � � �,!i-a ;fit,��,• ` F ',.• CT ""'-- COATED LEAD PAN W/MASTIC,CLAMP IN DRAIN �. FLEXIBLE SEALANT................... .. - POLYMER COAT ,;�: r,C`• I. 1; �� � •,\ •\ � •�\ ?+� �ii� � COLLAR AND WRAP TOP OF CUR PROVIDE END DAMS � ,,, c -.� LATICRETE GROUT WITH ................. i N ;, ``: :;� ;' LEVELING BED R 411101�` 111161i I)Il "Lf BATHTUB ./ 8 P ' LATICRETE GROUT ADMIX NOTE 3. ' ( ) D STONE(EA GRAVEL),WEEP HOLES AT \ •. i ••••.�` CRUSHED E P V L,W P r � = WATERPROOFING TO CONTINUE BELOW TUB, -----•....♦ \ }'- i' \ 7�Ttl TYP. DRAIN l�l' Ill II 10573 ! CONCRETE OR MASONRY CURB y■r p ♦ �`. U �r.'���w r�wi.�..�w.w'�r•�w�••nr_i, �.ter. r�L V• '� "'� �!.��,� / w,\ .:-....--. �. \4 r.�rrrR,ts-� �.,c ��.. zs rrx • ��r+:v'�' ;�'--� r CCT �y- �7--- ��gg ��- ��•' L�l\T 1t-10 S h I3. [!"�f > Y to t >. 1:.> 4 •S' kF., ) ,.t'y�t���Y-+� :,\ ' "'— �c.r..s.xh� :tra>`w:x.2'.1wC.,Z`w.a.+:x..�'ia.x�...a.iX[L•�..>_b:x..cr�'a'x...� y,�a.ix w�..y� 1 r� of i-1 •.� F .:._................. .. .., ..�V) wi.w.w na.T...ra w-�,'..�.�'_.7•►..,q!r•.•e w..►••r,i►ew.,'�+•-•J•.j.Fr•G.7•w w.•w l•1. wiS��6•w-�..A�►.w rre.+M • _.; . ... I.iJ1�il3i\1><lilSl.lt.� • • ; ';3i i ! r ' :.,~ SEAL&SIGNATURE aa t DATE.08/15/2022 "• s cc j :` j 1. :; i i__._...,_. �;........._.-._ ..A-;.:t...':.:j i• �' �; PROJECT N0.:2022.03 NOTES: 1.'*: ��.�- DRAWN BY:MS s 1. LATICRETE 9235 WATERPROOF MEMBRANE-LIQUID APPLIED W! �..., i ;•= s"!'' ' 5 NOTES: •• •- •. • „�-• .�t:''- +�•.'' :•.••`'_,_..'. REINFORCING FABRIC DOUBLE PLY AT COVES AND CORNERS. i'a 3.!•'•''''.,' :''•i "-" ; CHECKED BY: a r•• - :rr __1'- 1_,_ .a •�_._,,.. E ES 1. LATICRETE SANDED 500 SERIES OR UNSANDED(600 SERIES)GROUT GAUGED W/ '' "°' `''• 4.. ' 3 ( ) 2. MINIMUM CONTINUOUS THICKNESS 3/8' + '; i �k_[r'i< = Tr�'�. - •. _. cLATICRETE 1776 GROUT ADMIX OR LATAPDXY SP-100 STAIN RESISTANT EPDXY GROUT. 3. SANDED GROUT __._:....'.--...':-_:_.-......._.--..::.:._._.--z .....:........:..-_:_;U �;;......._ ........ '....::.._---.-.-.......:..-----............-_----�-_ .::..: :---•:; DRAWING NO g 2. LATICRETE 211 CRETE POWDER GAUGED W/LATICRETE 4237 LATEX THINSET ADDITIVE OR MW LATICRETE ADMIXTURE.MAIN MUM CONTINUOUSINSET GAUGED THICKNESS 118!(3MM)TE 3701 MORTAR AND GROUD WATERPROOFING DETAILS g 3. LATICRETE 9235 WATERPROOF MEMBRANE-LIQUID APPLIED,REINFORCED FABRIC AT BOARD JOINTS,CORNERS AND COVES. --------------- Line#1 Mark Unit:A Perfomance tnfomwtkm Egress information Condensation Resistance:59 TH TRANSOM U•Fatxor 0 29 Width:26 43/64' Height:42 S/16" CPO Number:MAR-N-375-00206-00001 MO 36"X 713/1 shingle Qty'10 Solar Heat Gain Coefficient:0.27 Net Clear Opening:7.84 Sgft ENERGY STAR:NC CN 3060 4� n Visible light Transmittance:0.45 Performance Information Performance Grade At,Al �/ Ti FS 35 1/2"X 711/2" 191.Step flashing piece Q Condensation Resistance:57 U factor:0.29 K�0� rp�;%nedge or f st step �+ OWNER: AAMA/WOMA/CSA/1011LS.2/A440.11 RO 36"X 72" gy;aorger or T$ MARVIN CPO Number:MAR-N-377.00230.00001 Solar Heat Gain coeffkient:o.27 frame) � __ � GESTHIMANI KOULOUKIS ENERGYSTAR•NC Visible Light Transmittance:OAS LC•PG4o902x1816 min(35SX715in) Egress Information I � � 48 ROCK RIDGE DRIVE LC-PG40 OP+40/40 " VELUX / Performance Grade Condensation Resistance•59 Width:26 43/64" Height:66 5/16 A 6Bndle �� Licensee X1039 CPO Number:MAR-N-375.00206-00001 FL236Perfo�yKeGrade Mull Net Clear Opening:i2.28 SgFt Flashing -- ►u U w Af RYE BROOK NY 10573 AAMAfWDMA/CSA/101/I S2/A440.1i ENERGY STAR:NC or T.(646)261-7166 LC-PG401816X1816 min(71SX71.5 in) Licensee g1133 Performance Information B Flax EDL Si Flashing I Vnaerloyme�t / E-MAIL: Performance Grade g 0_VENT HEAD , LC•PG40 OP+40/•40 AAMA a50•lo U-factor:0.29 ,�A. FL13632 Licensee th1034 LC�G401194X2426 min(47.75X95.S,n) AAMA/WOMA/CSA/101/LS.2/A440-11 LC-PG400P40 Solar Heat Gain Coefficient:0.27 A cl G OLIFLLC.COM GESSIE E LC-PG40 902X1372 mm(3S.SX54 in) 17163 Visible Light Transmittance:OAS FF �I" LC-PG40 DP+40/-40 Perfomiance Grade Overall Assembly Condensation Resistance:59 l vs Lv CML ENGINEER: Line#S Mark Unit:A SINGLE FL13631 LC-PG AO UP CPO Number:MAR-N-375-00206-00001 �. BASIS OF VELUx solo' �1�� VSing solar GABRIEL E.SENOR,P.C. Qty:4 ENERGY STAR:NC 6rc,Psi,n a v&VUW Performance Grade Sensor Skylight / v$-VENT sill' O 90 NORTH CENTRAL AVENUE Line#8 Mark Unit:DOOR Line#11 Mark Unit:C SINGLE-TEM Licensee#1034 HARTSDALE,NY 10530 / MARVIN = Qty:1 AAMA/WDMA/CSA/101/I.s.z/AaaO-11 TH_�OM T.914.422.0070 __ Qty'4 LC-PG40 902X3816 mm(35.SX71.5 in) E-MAIL: -PG40 OP+40/�0 a, As Viewed From The Exterior j f, MARVIN MARVIN LC LC13631 ELEVATION Insulation EILEEN aOGESENOR.COM Entered As:Size by Units MO 72'X 713/4" plac&aroyyEFfuny FS 711/2"X 71 1/2" VELUX EDL Flashing `"•noes"' GENERAL CONTRACTOR: RO 72"X 72" URfifElayrrnt VELUX EDL Saaaic TRANSOM 6laeom etwecn Line#14 Mark Unit:B SINGLE z tight joint under)y T$ sal Dctween I,n,s U1 and Egress information Al. r oyment Width:26 43/64' Height:66 5/16' t hnf1M1P Net Clear Opening:12.28 Sgft Q y' material "O°Sfr7e8GvQipc�N}9 COtle(s) Performance Information At,A2 U-Factor:0.29 y Solar Heat Gain Coeflicient:0.27 MARVIN SECTION A-A 6 min Visible Light Transmittance:0.45 OEEUiN Under oyment MO` material O LOCK O HINGE BASS OF Knish Condensation Resistance:59 As Viewed From The Exterior g Vapor CPO Number MAR-N-375-00206-00001 Entered As:CN _ vilyl 9 solar EDp -JAMB -JAMB ENERGY STAR NC Sk i nt vElux ACbVe Inactive flashing NdHrner Performance Grade Al,A2 MO 36"x 71 3/4' vEwy 3 FS 3Q Licensee 01034 Fs 35 1/1/2'X 71 1/2" As Viewed From The Exterior flflashingAsphalt srpgh e L J f -TI AAMA/WDMA/CSA/101/I.S.2/A44O.21 RO 36"x 72" r 1� Entered As:CN LC-0GII0902X1816mm(35.5)C7i.5In) EgessInformation As Viewed From The Exterior MO36"X47314" Sheathing UN4f6laynignt LC-PG40 DP+40/-40 width:26 43/64" Height 66 5/16` Entered As:CN x RO CN 3040 FS 35 1/2"X 471/2' w 3 FL13631 Net Clear Opening:12.28 SgFt MO 71 1/2'X 89 3/4" Performance Grade Mull Performance Information RO 36'X 48'U•Factor:0.29 Ventilation Licensee#1133 FS 71"X 891/2" Egress Mtorrnatiom RO 72'X 90" T' t VELUX Solar Heat Gain Coefficient:0.27 Wldtfi 2G 43/64' Height 42 S/16' #,irr+een AALC-PG401194X2426 mm(47.75X95.S in) Visible Light Transmittame:OAS Egress Information Net Clear Opening:7J34 SgFt g chd,3 SKYLIGHT TYPE E gashing Condensation Resistance:S9 / LC•PG40 OP a0 Width:6II 13/32' Height:86 17 32" Performance Information m to.aI eo"%,• 1 LC-PG CPO Number:h1AR•N-375.00206-00001 Net Clear Opening:38.70 Sgft U-Factor.M29 nsuiot.on F ENERGY STAR:NC Performance Information Solar Heat Gain coefficient:0 27 a unaerl0ymcnt Performance Grade Overall Assembly PerMrmance Grade U-Factor:0.28 Visible light Transmittance:0.45 vapor Finish I - SECTION B-B Sheath LC-PG40 DP Licensee 01034 Solar Heat Gain Coefficient:0.24 Condensation Resistance:S9 NaVapo, 6 _ m inish vE51S OF I SIDELIGHT N AAMA/WOMA/CSA/101/I.S.2/A440-I1 Visible Light Transmittance:0.4 CPO Number:MAR-N-375-00206.00001 lC PG40 902x1816 min(35.SX71.5 in ENERGY STAR:NC VSR ng So,or SH 1 Condensation Resistance:62 As Viewed From The Exterior HEAD CPO Number:MAR-N-306.00636.00001 Performance \ ��skylight O-vENtHEAD LC-PG40 DP+4o!1a0 / I FL13631 Licensee ErtteredAs:CN VELUX Solar `LT 5 ENERGY STAR:N,NC,SC,S AAM,q/yypMAJCSA/101/I.S.2/A440.11 „X 59 3/4" Sensor kr&,n Performance Grade LC-PG40 902X1372 min(3SSX54 in) MO 36 t / I Cr licensee#936 LC4WAO DP+40/-40 CN 3050 /--__- / j a m Line#6 Mark Unit:B SINGLE AAMA/WDMA/CSA/101/1.5.2/A440-08 FL13631 FS 35 1/2"X 59 1/2" i ® M Z Qty,3 LC-PG301803XI425 mm(71X95.5 in) RO 36"X 60" v �� �/ ! O_iDEucarr Z 0 r `\ LC•PG30 DP+30/•30 Egress Information ! Lv-JOWPROHLE _J~ FL101% W idth:26 43/64" Height:54 5/16" -- / I VENT slu m w H Net Clear Opening:10.06 SgFt 6 min I W VELUX EDL Saad a _ Heo r �1- �N O Performance Information Under oyment MO"- VELUX EDL Flos' t 9f?e86 rE�-f�q bloobtligactween U_- BASIS OF lnsuc:M's'� underloyment As Viewed From The Exterior Line#9 Mark Unit:C U-Factor:0.29 De�r.N 1. U la nt aa:ah9 vo9..•+g solar VELUX ti6fb r^1¢ _ \� skyt.g"ty ! n DOOR DETAILS Entered As:Size by units Qty:7 Solar Heat Gain Coefficient:0.27 Skyl.gnt ®bp Asphalt T gr�t t I r „e , „ N VELUX. flashing shingle bctweeen ones 1 m MO 72 X 59 3/4" Visible Light Transmittance:0.45 \ flnjjfp I - FS 71 1/2'X 59 1/2" U`tp Asphalt -- moter a Condensation Resistance:59 rioshma 7` shingle I RO 72"X 60" \ - CPO Number.MAR-N-375-00206.00001 I ,\\ Egress Information Al,A2 / I Width:2643/64" Height:545/16" \ ENERGY STAR:NC Shea( i f62r \\ I w 0. w Net Clear Opening:10.06 SgFt Performance Grade 1 ! ;\ 0 W Performance information A1,A2 Licensee#1034 I i I 0 0 U-factor:0.29 AAMA/VYDMA/CSA/101/I.S.2/A440 11 I I i a a I- Solar Heat Gain Coefficient:0.27 LC-PG40 902X1816 mm(35.5X71.S in) I ! ! \ i _J w Visible Light Transmittance.0.45 As Viewed From The Exterior As Viewed From The Exterior LC-PG40 DP+40/40 Tight m m M Entered Au CN As Viewed From The Exterior Atreen ]e Y N Entered As CN FL13631 gr6a.vn I DO O Condensation Resistance:59 I RA CPO Number:MAR-N-375-W206.00001 MO 36"X 59 3/4" Entered ft CN ENERGY STAR:NC CN 3oso " tuW 36"x 713/4• I ml'0 MIT i '^s°'°t'°^ SECTION A-A tr X Mo72•xa73/a 1Y 3S 1/2'x 59 1/2' t�M 3060 I I i m CO Performance Grade Ai,A2 RO 36"x 60" CN 6040 FS 3S 1/2"X 71 1/2' j; vapor ,,, w W licensee#3034 FS 71 1/2'X 47 1/2" I I N4S0rrwr }} Egress information RO 36"X 72" j 3 re,u.er:u! m cc AAMA/WDMA/CSA/101/I.S.2/A440-11 wtdth:26 43/64" Height:S4 5/16" RO 72"X 48" E Information I I I LC-PG40 902XI816 mm(35.SX71.5 in) Net Clear Opening:10.06 Sgft Egress Information225/3 8 Width:26 43/64' Height:66 5/16' I I Width:32 25/32' Height-43 5/8" 8 LC PG40 OP+40/40 Performance 0.2 information Net gear Opening-12.28 SgFt I I I j (V fV FL13631 U Parses 0.29 Net Clear Opening:9.93 SgFt P 8' Performance Infomation Performance Information I !I I a Performance Grade Mull Solar ibleLiHeat htTtansmittance:0.45 GEN RAL NOT S LIGHT AND VENTILATION CALCULATIONS Yrslbk Light Transmittance:0.45 U-Factor.0.3 V•Faetor:0.29 _ csi"e under oyment t8 m O Licensee#1133 prod VELUx Condensation ReSlstance:59 Solar Heat Gain Coefficient 0.3 Solar Heat Gain Coefficient:0.27 ins t n nnpetlerloyment to be fo tied up oqa rat all sales of Co AAMA 450.10 CPO Number.MAR•N•375•00206-00001 Visible light Transmittance:0.51 Visible Light Transmittance:OAS 3j`A%%br barren should be used to a-d NUMBE LIGHT LIGHT VENTILATION VENTILATION LC-PG401194X2426 mm(47.75X95.S in) ENERGY STAR:NC Condensation Resistant@:58 Condensation Resistance;59 VODOr moisture R NAME AREA REQUIRED 8% PROVIDED REQUIRED 4% PROVIDED COMPLIANCE LC PG40 DP d0 Performance Grade NC60rr.e= CPD Number:MAR-N-363-00254.00001 CPO Number:MAR-N-375-00206-00001 3 SECTION B-B Biock.nq a 17163 Lkenseee103a ENERGY STAR:NC -- pQeyured 1 2 CAR GARAGE 504 SF 0 55 0 55 YES ci ENERGY STAR:NC Finish co s Z AAMNWDMyCSA/20L/IS.2/A4ao it Performance Grade n'gs°"fhaft y 2 MECHANICAL ROOM 77 SF 0 0 0 0 YES Performance Grade Overall Assembly Performanf�Grade material N lC•PG40902X1816 mm(35.SX71.5 in) licensee g1034 LC PGaO DP LC-PG40 DP+40/-40 licensee#983 SKYLIGHT TYPE F +2 E L W fL13631 L-PG3W 816KIS12 mm 71.SA440-08 AAMAJWDMA/CSA/101/1.S.2/A440-11 - - LC-PG301P16X1511 min(71.Sx59.5 in) LC-PG40902X1816 mm(35.SX71.5 In) 3 MUD ROOM 185 SF 14.96 52 7.48 52 YES LL 12916 DP+30/•30 LC-PG40 DP+40/-40 PROJECT DESIGNER line#4 Mark Unit:D ft12926 4 BATHROOM 50 SF 4 12 2 12 YES -,,tail Milot Shala Qty:35 Line#7 Mark Unit:C SINGLE FL13631 5 BEDROOM 196 SF 15.28 24 7.64 24 YES ;�,z�r QN�1 �rYa Shss."rineoeF Line#10 Mark Unit:B-TEMPE As Viewed From The Exterior 6 RECREATION ROOM 656 SF 52.8 72 26.4 72 YES MARVIN Qty.2 Line#13 Mark Unit:A SINGLE Entered As: N 7 GRAND HALL 224 SF 18.08 90 9.04 88 YES r i MARVIN atr.1 C 10 GREAT ROOM 435 SF 34.8 864 17.04 372 YES ` s MO 36"X 59 3/4" 8 POWDER ROOM 24 SF 1.92 18 .96 6 YES MARVIN CN 3050 ° 9 CLOSET 6 SF 0 0 0 0 YES 'V7i078i F. 3474$F."32 MARVIN � FS 35 1/2 X 591/2 E r•wr.+�•iarc.F",t.t,i�arm�: f RO 36"X 60" 11 KITCHEN 293 SF 23.92 120 11.96 96 YES _ ,�„�Qp,�,,, vain I .;Ot 01, oEAir At6EPOED Egress Information 12 DINING ROOM 221 SF 17.86 60 8.84 48 YES e p5iq `Fa"ee"F°or ARE;�8�, f"pchw4N FGo V Width:26 43/64" Height:54 5/16" 13 LIVING ROOM 181 SF 14.48 60 i 7.24 48 YES "�, n= G c a f I�'S r iy Net Clear 0 emir:10.06 S Ft 14 OUTDOOR 510 SF 0 0 0 0 YES r° '�� Opening: Q � OE AeAcr A, EeE' iEc torte n eE.ws:cr to n¢ oF.c E I As Viewed From The Exterior Performance Information DINING&LIVING DECK ,�`t, •,� uE�•�ultEl,EsLOG EG fo &N 0SUArICE Or i..y 000• i:•uNr.E;NO W Entered As:CN �\ U-Factor: 15 GREAT HALL 196 SF 16.08 68 8.04 32 YES �� f a: A ,;AiEt LEG r,.yAu y�> rtF�,QMirEE;Ai i0 i,.E KCVS•C"Or t/E 8 MO 36 X 23 3/4' yORTHr EIECRareC pA=AO4=.•E GE1ESK Solar Heat Gain Coefficient:0.27 K1 11 �ATELIER YIIgi SFYLLA LLC Ia72 >< CN 3020 16 LAUNDRY 24 SF 0 0 0 0 YES F5351/2'X231/2" � Visible Light Transmittance:0.45 cc As Viewed From The Exterior 17 BEDROOM 158 SF 12.64 45 6.32 45 YES RO 36"x 24" Erne As:CN As Viewed From The Exterior Condensation Resistance:59 Y,F Egress Information Y 18 BATHROOM 48 SF 3.84 30 1.92 30 YES MO 36"X 47 3/4 Entered As:Size b units CPD Number:MAR-N-375-00206-00001 25 BATHROOM 90 SF 6.64 45 3.32 45 YES r No Egress Information available. CN 3040 MO 72"X 59 3/4• ENERGY STAR:NC OMS Ver.0003.14.00(Current) FS 35 1/2"X 47112" f5 71 1/2'x 59 1/2" o RO 36 Performance Grade 19 BEDROOM 159 SF 12.72 45 6.36 45 YES L ` m RO 72"X 60' . Egress Information At,A2 As Viewed From The Exterior Licensee#1034 20 BATHROOM 41 SF 3.28 15 1.64 15 YES �. Width:26 43/64' Height:Sa 5/16" Entered As:CN r "� c Net dearOpening:10.065gft AAMA/WDMA/CSA/101/I.S.2/A440-11 21 BEDROOM 156 SF 12.48 30 6.24 15 YES , T �8116C pwii-blti 1. Performance information Al,A2 LC-PG40 902X1816 mm(35.5X71.5 in) 23 BEDROOM 219 SF 17.52 60 8.76 60 YES U-Factor:0.29 LC-PG40 DP+40/-40 11YE 11110011 NTr 10573 g Solar Heat Gain Cm4ficient:0.27 24 CLOSET 80 SF 0 15 0 18 YES Ll 22 BATHROOM 37 SF 2.96 18 1.48 18 YES LONE R-10 S];(;rl ION 28 m Visible Light Transmittance:OAS 1 _ WINDOW SCHEDULE BLOCK 1 LOT 1; SILL HEAD HEAT TRANSFER SOLAR HEATGAIN THERMAL SOUND TRANSMISSION WATER VISUAL LIGHT WI\T1111`I &DOOR zTPES TYPE WIDTH HEIGHT HEGHT HEIGHT U-FACTOR COEFICIENT U COEFICIENT RESISTANCE CLASS (STC) St,l�lATURE 1.( ) PENETRATION TRANSMITTANCE COUNT COMMENTS SEAL8SIGNATURE DATE 08/15/2022 A 7-11" 6'-0" 1'-6" T-6" 28 PROJECT NO:2022.03 B 2'-11" 4'-11" <vanes> <vaiies> 26 DRAWN BY M S C 2'-11" 3'-11" 3'-8" 7'-T' 18 CHECKED BY:ES D 2'-11" 2'-0" 7'-6" 9'-6" 36 DRAWING N0 E 6'-0" 6-0" 1 SKYLIGHT ' F 3'-0" 3'-0" - - 1 - SKYLIGHT /�-1;.0.0 • Grand total N \ e- 'a' OWNER: GESTHIMANI KOULOUKIS co 48 ROCK RIDGE DRIVE RYE BROOK NY 10573 T.(646)261-7166 ch E-MAIL: GESSIE a,GEOLIFLLC.COM x t x - CIVIL ENGINEER: `` GABRIEL E.SENOR,P.C. + 90 NORTH CENTRAL AVENUE (OHARTSDALE NY 10530 Y�• T.914.422.0070 wa i ivi�e + r , E-MAIL: N EILEEN aQGESENOR.COM V CNI GENERAL CONTRACTOR: und,ercabinet LED lighting undercabinet LEE)lighting ffeg chi :. lighting In all base cabinetry drawersQD �.r'/'f•".fie,� At r'it { 'f° 4MX' ' all inserts In oak wood N ww:•� v ` 4•' �.''fa i. 'f/�,'-1F+rr.: .Mia+.•"''' f�iY r:� +'..F� -w1, -. v K�'�1 iJ, :� waffni drawer e l Ley R � 4�.+ -'�� t •t ^t � 1> f i �• .,`�a ntr'J. .r.x w �) .Y• t. - y r /.�a ;;ec �.4avS..i `_f; M\ R'i f j• ------ .� � insert,w/foil ®t3 ® ®4� ® _ s insert,w/knife """ -'• o a, _ 4 - .xw. :.• " boards insert s s •� insert boards---------—------- in drawers D ------------- . .... pull-out pull-w M pegs Insert for pow Insert for pots pegs -----_�_ t-- r ; N � : ks t,l t.•i ri � � � � co 1E ..\ VI s 013/16 013/16 —261/2 22 5/8 31 1/2 481116 31 1/2 23 5/8 30—� 11 13/16 11 13/16 013/16 1 1/4 th • 241 U) a m Z rCr S .., .. ..� -•r •s.<'�y�v'�S�pl.��i9GiCc..istfGk�a.aircYM„�.tc�.iT�"5'vc- +��exaoka'�.�.ia,:✓.:sY:.�a.......�z:....._........,.--_�..._....r,.. 'y'r�s�r��»�»�fffr�� ^�; ----------------------•------"---"-"----"-.. -Q � U O ....» ....t..r, <-tom: Z O F- O 7 Co=)W Oco......................................................................... FIRST FLOOR ENLARGED KITCHEN W m N 1 3/4 -- --- - _ _. =1-1011 — ik v 0 W0. W upperCabinetry co ..................n.......................................... ................... _ storage with —� adjustable shelving `n c 3'-10' 2'-4- Y Y H a'n coj N t I Cr cr m m Cr Cr ..ram .....► wn.M. wrrl� .ems. _. .... N N ................... ,t O O y _..... > <I> <I> <> < 00 o8 } { C puU-out 18 wine pantry fridge 30"freezer 36'fridge r' _...._. f t s r - - - - - - - - - - - - - - - - - - - - - - V jo - applianc comer _ ......................................................... N� 00 O O fi PROJECT DESIGNER: ............................................................. � :At?es:er Milot Shale I - ......................................... %W. SPWD.NMMO. 0 01 - - .� t " F P AIV ° -.• --rR r WM Anr*(pn A4.S..ao jeQ F*wVa.y..Y 10471 .-T - �.-`. � >. N + ..................... E r w contra rn.n .. -•. �tA ... ............. 1..E- p+c i OEASN l Y ,.r• - „�� .FE aOi C Oc•fElEa 64+Q ......... ., Na .Et CI EQSEOn - ..:, ` • Co i Na E�Ecc CEO Os 0 r >, \ I `�y -tFEA50�TEisfO Nl lt) P I ooco J,E o or To �� ELECf40rpt o.i't iw7 ................. - cE1{t DC OM OJ4 r+ 0 13/16 0 13/16 013/16 y I .�.1r EOVA O iOW-STATE. E'tEtr�Ota[- "ofOR on 3 W 181/16 30 ...................................... ............................... ................ •�• E 36 27 5/8--� ............... ............ a'",.EZ - ' T - ••• - OILWgtTIV Ei�rE� ,+�tOr K.ttt 7 p 11 13116'16 a GL �n.r7E q.Ei, �;- 1. Y L � � ^WAa+tEE;•5.O t„E•CC�+OF rrt y�: NORTH 425rELECT Ord(W T.4 r..E...ESN O.4AMUEKMIIAT SW.LA LLC.M!.:•,1 125 7/8ac Y .• -- 1 •W ,. 27 15l16 r; ... ...................................� r- —�- - — — - - — — — — - - - - r Q � `r ;11t1CI1ift"&IVE<> � ` ac RYE BIM 73 Uj ZONE 11-10 S1.107 ION 28 BLOCIl 1 LOT 17 � , T l,NIA11111, , ,\ 1 fj � �l)ICI 11 I11� W I l r •- O a insert � � .�•t.1- - ;- -, sink cabinet microwave 1 LAN<<ELEVATIONS --... :---•-------: garbage/ dishwasher et drawer \ co SEAL 8 SIGNATURE o ` \ recycling ... M 00 DATE:08/15/2022 \ LAS .° ,• --- �•n._ �, organizer � � � PROJECT NO:2022.03 s r 1 all base cabinetrystorage. LO `� N 5 g 1 '--•------- - DRAWN BY,M S .P1 f 1/2 depth,with adjustable shelving CHECKED IN ES c 0`0 DRAWING NO: 10 La g 013/16 013/16 0 3/4 013/16 11`,.(,.(, �--30 7/8 30 7/8 1 30 7/8 i 30 718 H-15 314-1 19 5/8 39 5/16 25 5/16—+-23 5/8-1 125 1/4 0 1/16 0 1/16 125 1/4 OWNER: m .• SECOND FLOOR 1.....: -µ - GESTHIMANI KOULOUKIS ................. 151'-2" ;010 48 ROCK RIDGE DRIVE RYE BROOK NY 10573 T.(646)261-7166 E-MAIL: FIRST FLOOR GESSIE a,GEOLIFLLC.COM CML ENGINEER: .................... ..................;.:.} GABRIEL E.SENOR,P.C. } r 90 NORTH CENTRAL AVENUE I: HARTSDALE,NY 10530 ` _ T.914.422.0070 I' \ f E-MAIL: EILEEN aPGESENOR.COM ;:. -- pe, - GENERAL CONTRACTOR: 11 \\ 0,-3"555 i 1 t0 ....... G, ,o65 0'-3" PL 1/8"X 33-15116 PAN % " L1-1/4X1-1/4X3/16 PAN SUPPORT TYP TUBE1/2"X1/8"PICKET TYP ;•t01 s 1 1 IL � ��`� �.................. .......................... / P L.1/8"X 33-15/16 PAN �G L1-1/4X1-1/4X3/16 PAN SUPPORT TYP TUBE1/2"X1/8"PICKET TYP BASEME� a m Z 131'-0" z a g L3X3X38/x 0'-4 W/1-3/4 0 0 FIRST FLOO� HILTI HY-200 MIN 4"EMBED 3 SECTION•AT BASEMENT STAIR m w R TT 140-0 3/4 1 0 c O LL w /Z rn L3X3X38/x 0'-4 W/1-3/4 0 HILTI HY-200 MIN.4"EMBED i 'd L3X3X38/x 0'-4 W/1-3/4 0 w w HILTI HY-200 MIN 4"EMBED p p e C9 0 J J p _9.1. ul m m 00 4 SECTION AT GRAND STAIR ` to cc 3/4 -1-0 'cr_} ` DASHED LINE IS FLOOR ABOVE ol B C c .... .... .......................................................................I.......................................................................a.................... ,.......•....•......... `\``\ ;� PROJECT DESIGNER i.. \ � I =\:c'i•�r Milot Skala DASHED LINE IS11 -s FLOOR ABOVE / a , ........................................................................................................................1 ................................................. , R 3'-4` '\ / 1 • +� 0700 Mrgton.a SW 16:suA"ab wv 1(N7{ 1 417710781a F.N7 awl 2132 1 w Q' , F rruw+eaf•gyred..•Tweyes.tam•o.snr,Nlr'•a•..evws<...n 1 I EO W I \ / ........................... ... ... ,... .. I O Z \ •e ,.i� T S CtXwl 1DEMy 01 GEO" ....... ...... ..........1 ................... j r w � wr uc 1 9E c°e=cE.o e0�o�G .......................................................... PL. 33-15/16 PAN TYP. •.•„/ �� oistaeut 1 1 V / �/ l t AU LC j S01 Cp M 0 ATEUEAn 1 LC ES;"00 +• " O I r� / a OYn ON- I / 2 f f O�1 �i, +REavorrs.ac ttof Iq ............................................................... PL.1/8"X 33-15/16 PAN TYP. G. 1 � "� � DASHED LINE IS , , \ � ,�; f�•, �` ees.e.EcrloTaE P .117 � 'FLOOR ABOVE `fl co .s CoNoffol";ISTTO F ELwlsomc I / WDtA CO E 8 EM I _> s:CD tC BEM ATEIET+>¢O,;Sw,tA'o C ......... ................................................................ �1\ .. 1E3 1 \ h 1 1_• I:DOCWe1Q 1kL •Q E DASHED LINE IS , N_I+N.` EL Itou D.TAO.10 T.E0;,g 017 s 9 FLOOR ABOVE �, !0 v[i7 EIECD ATELIERWWT`44A LLC 2W S T Y ( / I l 1 1 ` •\e.` .'•\; �O/O ///,ii,,, I SL 11 \\ ` / e• �''Irf . ,\ I I 1 I \•.' ,,,,, 1111E 1111(011 NY 105�3 Ct ZONE It-10 SECTION 211 ��'��� �� 1/ ........1.... T - t - ---'Sr �� V, _� 1 1 ��1---�i-�'- ' e �'•` STAIR PLANS.1, DETAILS o . AL 8 SIGNATURE �........... ....................... ................ �•a•s, c 1.• - -p.- - r.••.••'. •.,�a ,�• - "• •, DATE:OS/15/2022 - "% PROD N O ECT 0.:2022.03 n. DRAWNBY'MS CHECKED BY ES '�' -w' f-'�" FIRST FLOOR ENLARGED STAIR PLAN `'' DRAWING 3/4"=1'-0" :.r e•:: ` BA4SEMEONT ENLARGED STAIR PLAN A-`,•1•(, W F - s n OWNER. OF Fireplace Finiplace CvlerasFireplace deeriance to anbuaibNe clearance to combtaibNe demrce to combwtlNe GESTHIMANI KOULOUKIS 48 ROCK RIDGE DRIVE s RYE BROOK NY 10573 This Montigo fireplace and its associated components are part of a custom engineered system E-MAIL:24. 3• 3- o" o• �c- 24" 2• 2• o o x• o• o• w o• o �c GESSIE a�GEOLIFLLC.COM This system is available with COOL-Pack or Power COOL-Pack cool-touch glass technology,which is ideal for public use applications and residential common or CML ENGINEER: entertaining areas.All systems are power vented with multiple options available and are Flush Single Sided Framing Flush See Through Framing Flu Pie raming Flu h Bay Framing tested and certified to current ANSI Standards with CSA International US and Canada GABRIEL E.SENOR,P.C. All Montigo commercial fireplace systems are highly customizable.Please contactewer a 90 NORTH CENTRAL AVENUE Montigo to confirm if your installation requirements are within the parameters of these HARTS DALE,NY 10530 standard specifications. well can best T.914.422.0070 tVol F v r " E-MAIL: � "gym sumn M EILEENGESENOR.COM GLASS GLASS DIMENSIONS CAN BE CUSTOMIZED TYPICAL EXHAUST CONSUMPTION SETTING i11 Gm ace , Glass Width:60• Power Vent:Montigo roof mount,wall mount,flush wall Consumption settings are rough estimates only and Ce lot mount,or infine power vent,sized to specific s GENERAL CONTRACTOR: Glass Height:24" po sp system vary depending on vent runs,field conditions and other �. tR,b factors.Please contact Montigo if u require an estimated h width Glass T 5 min or 6 min thick tempered lass standard Flue Size:10'/79 sq.in.min.type B vent,any manufacturer 9 � 4 9 (standard) consumption for your .s 'Fit UUULC certified,may need to be upsized to specific system P yo specific project utilizing room air. aw*n .Floe. Framing 8 mm tempered glass available(optional) p depths ,Fxepla Flue Damper.Optional flue damper,built into power vent or rteararloeto depth.Rmr Laminated safety glass standard on units>96•tall inline tied into control system ELECTRICAL combustible elewwco No Glass:Open units are available Standalone custom control panel mounted within 150'of GAS fireplace,208-240 VAC w Neutral,AMP rating depends on Four Sided Frami I t l t t mare eerwmsa,aronsmmmtaaeerencepraia!y GLASS TEMPERATURE actual spec thwitonotpratedbeyond the facing matemedgend n e Rating Input:Max65,000 BTU/hr ,e!.eignDfthemameiisUlya"onedbya,etrsw!g Candsfb al b mlets must not be in Anra aaeaa with COOL-Pack <172*Ft Implace le Amaltd must have a norlcombustde uwxnay Minimum Inlet Pressure:5.5'w.c.Natural Gas/I V W.C. BURNER MEDIA / berweerilhel pteceandm rM Power COOL-Pack Up to a 60'F reductiont Propane L Framing� Glass media.Optional:Driftwood logs,speckled stones Gas System:%'NPT,Hot Surface Ignition,Smart Valve d0pd' Bu TYPICAL INTAKE Concealed Burner with 8'ribbon flame or 16"high-low flame OPTIONS I Rt in Intake Size:10'179 sq in.min. ding Uplighting,downlighting,fighting remote control,available in Intake Location:Bottom,top CONSTRUCTION post and post-less configurations Intake Damper:Optional,tied into control system Satin galvannealed(black)or stainless steel A„itar, eW m M tap of fro Crtpleoe must De non- combussbte and eaenatgr ayporM Framing can be In TESTING STANDARDS co dact with lie hOK but must not use Oro treptoce hood to suppan the training Ata tarsi ft is mm**tNalmig ANSI Z21.50/CSA 2.22-2016,ANSI Z21.97/CSA 2.41-2017 matenah;con to aaended dam long tiro tape of aheunt 098111 ♦a8:a FL.vE Do not obstruct the gloss opening wIT tnistTing matenais 8 H g W m SURFACE TEMPERATURES NOTE az zTemperature will vary with size of unit,vent run.and ambient temperature 0 O Contact Montigo for me information on temperatures on your specific fireplace a g 't When using these finishing guidelines,there will be NO situation where a combustible frarni m w ( rigor finishing)will be m contact with the >8 body of the fireplace.This is achieved with our requirement of only permitting a non-combustible coming in contact with the fireplace 0:COto G throat.Heat conduction on the cement board due to contact with the front of the throat will be well with in acceptable temperature LLO N limits to attach a combustible onto. W I g 8 co i `,,x '--� i PAINTED FINISH COMBUSTIBLE FINISHING NON-COMBUSTIBLE FLUSH FINISH f_ For a painted finish please ensure proper surface preparation It is important that the facing material will NOT rest on the It is important that the facing material will NOT rest on the a-a "' is done prior to painting,including a high temperature joint fireplace,this will cause bowing and issues removing the fireplace,this will cause bowing and issues removing the p p a 00 Combustible Fact" and tape. fireplace glass fireplace glass C9 a Z Z material p p Ensure surface prep J J prior to painting >>W _J Idm to� _ O O min g g g u,ill N 8 Cs Cr.CC A ELECTRICAL 1"Gap glas distance from t"tl 4"*distance from t"O 4".distance from N N minopening to glass open) m aP top of ulNa min top of urdb� mle. gloss opening b N N top mum n F non- board icement Minimum cement common-non- board height board height combustible height Cement board aD O Combustible 3' 3" a lemwed down 3' Non-combustible l No4 W\ to edge when No facing material C 1'-10" J�me �� ushig cement screw only Z Goss lass\ board backing tt\ N lX PROJECT DESIGNER A!ei•�r Milot Shala w^Aot Snais.?rr!eeN 01 r 07M A.%Moto!A,*Sw.a •rNOale 1.Y ID67! F_.f1�77N!1�7�F.31J• '�7a2 E r-.Mti(�+Fksw�iror►e tort.IutWr.al.IarrntOeetya evye! f 4 /Ire�DFEyy�qdNCar/CERi DEA,ANDAL \� AiSOCOLRDNFORLMtON DEPICTED rEAEON O ( / � d t�RED�FOVa`1L,+�aEA50APROOILiM Ep END Oa Y j.•��/ S�IE OaEQTV OF ATELIER MtOT Swta -A �O TARNOAWI q11 FROM ADOCU.ENT IS VAN AEa7ONa6ter OF K lLC USE OF TMS �.. :f'• �./ ALLr ERENT EAAb1179kpNyIONS h, CE CIRONICSLe.ECT COTE;OFMUD111GH! DOLL BE SIA.ECT r0 THE SMEGORrROM CONDOOti3 Ai STATED AeD ELECIROrnC r wo-ATeAITES ATELIER NLET SwLAUC MEDIA WVCOMArI ERROR 5 afEW w L46LMCE OF TNI;DOCL E.NT W NES No U' OWAMITEE i AS TO THE ACCURAC,OF'ME K NORTH ELECTAONCOATA0T1 i1E GENERA n Y CO ATELIERVIL0T S1WA LLC 2a22 r T• �• � -• - r W O - 5' t NX 48110(.311111)111 �RIVE a ❑ RYI;11110011 NY 10 i 3 a ZONIS It-10 SI&CTION 28 7 m°-1° m° 11LOCIl 1 I.11Z' 1 i a I�T'1 ERII1R I111:PLAC1: DETAILS SEAL&SIGNATURE DATE:08/15/2022 PROJECT NO.:2022.03 J 5 DRAWN BY MS CHECKED BY ES FIRST FLOOR ONE SIDED GAS FIRST FLOOR FOUR SIDED GAS >< n FIREPLACE 1 FIREPLACE _ DRAWING NO W 1I=1-0 1 1-0 11—��. .0 s Underground water service New 1"Watts LF007M10T DCV backflow prevention device,30"-60"above New Fire sprinkler riser - - - - - - -- - - floor,24"clear above device,8"clear behind device, 30"clear in front of device,with manufacturer supplied ball valves before and after check See riser diagram I assemblies,remove valve handles in the open position and place near sprinkler riser j 1 1/4" Riser r DCV DEVICE TO BE EXACTLY AS SPECIFIED, froI NO SUBSTITUTIONS OF MAKE,MODEL OR SIZE 1 1/4- 1" ( 1 1/4"Riser Domestic riser to above New Valve Open to/I -; I\ Open to/ Above/ 11" 1 I\\Above _ \ / S2 I 1" 1" I \ / \Gorage,does not 1� I \ I " require sprinklers I I 1" 1' 1 Riser to I \ / 1 1/4" New minimum 1" \/ I 1"Riser to above ( \/ © © 1" IMPORTANT NOTE: STRAINER V 1" 1w a_ Fire V 1 1 4 1 1 4 Copper Type K service 1- I above 1y.--- 1"Riser 1"Riser from municipal water PROHIBITED ON FIRE LINE I v �\ from below 1 1" 1 P I I�p IpIace 1" from below main 170 lineor feet / \ I HJ� __ _ \ 1' u n valve I / \ Stair 1. 1"or larger meter,may be in U� I I / \ IAOL 1 1/4"1 1/4" 1 1/4"11 1/ S1 FY/ 1' house or meter pit Floor Bell \ _ J 1" 1" I \\ I 0 Open to System Sensor Model WFDT Inspector's test valve,3/8", 1 1/4" / \I © I �0ove flow switch, to sound house provide outlet with male Ic��_ alarm when flow is detected garden house threads 1 1 4 1 1/4"Riser 1" Basement " I Dn B D to above © I \ /,/l Riser Diagram J I Fr;tt Floor I l No to scale 1 1/4- Second Floor 1 1/4"Riser from below Exterior bell,80"-96"above grade,to i sound on flow in fire sprinkler system, location is suggested,may be elsewhere if accepted by the Building Inspector Rock Ridge Drive 0 2' 4' 6' 8'10' 20' Original Scale 1/8" = 1'-0" CPVC SDR 13.5 Equiv.Pipe Friction Loss, Flow required Step No. Size(inch) Pipe Fittings and Devices Length(it) C=150(psi/ft) Pressure Losses(psi) Location Pressure(psi) (gpm) Sprinkler S1 0 Elbows,0 Tees Len 9 Sprinkler 10.12 to Nominal 1 ithng 0 0.035 Ipe 0.32 S1 10.12 14.00 Sprinkler S2 Exact ID 1.101 Total 9 Elevation 1 0.00 CPVC SDR 13.5 Equiv.Pipe Friction Loss, Flow require Step No. Size(inch) Pipe Fittings and Devices Length(ft) C=150(psi/ft) Pressure Losses(psi) Location Pressure(psi) (gpm) Sprinkler S2 4 Elbows,10 Tees Len 90 Backflow 6.00 to iNominal 1 114 25'Elevation Drop Fitting 100 0.041 Pipe 4 S2 10.44 14.22 Water Meter Outletct Backflow Device ota ovation er e r e Copper Type K Equiv Pipe Fnction Loss, Pressure Losses Flow require Step No. Pipe Size(inch) Pipe Fittings and Devices Length(ft) C=150(psi/ft) (gain)(psi) Location Pressure(psi) (gpm) Water Meter Outlet 1"Water Meter Length 1170 Meter 3.00 to Nominal 1 0 Elbows,0 Tees Itting 0.211 Ipe Water Meter Outlet 35.01 28.22 Water Main Exact ID 0.995 O'Elevation Drop Total 170 Elevation 0.00 ter-main73.81 Conclusion:Static pressure in municipal water main is 110 PSI,NFPA-13D flow and pressure are provided GENERAL NOTES Legend: WATER ONLY IN THE FIRE SPRINKLER SYSTEM,CONTRACTOR TO ENSURE ALL FIRE SPRINKLER PIPING AND 1.Contractor shall provide a safe and operable automatic fire sprinkler system in HEADS ARE WITHIN THE INSULATED ENVELOPE OF THE HOUSE accordance with NFPA 130-2016,these plans and all state,county and local lows Residential concealed pendent fire sprinkler head,165 degree F governing such installation. sprinkler temperature rating,135 degree cover plate rating,K 2. Piping shall conform to ASTM A135 Steel Schedule 40,ASTM F422 SDR 13.5 factor 4.9 Reliable Model RFC49 Concealed Residential Sprinkler, CPVC fire sprinkler piping,where used,shall not come in contact with insulation or any plastic or 1 1/4-MAXIMUM FACE OF FITTING TO CPVC(Blazemaster)or Copper Type M rated for fire service use. No bends shall be SIN RA0616,color of cover to match color of paint on ceiling fiberglass building materials,CPVC In shall be wrapped with kraft paper for protection. WALL DIMENSION 1 21 32" permitted of any pipe.Rated for fire service use. and have 1/2'of adjustment g g piping PP P P P 3. All steel connections shall threaded,all CPVC connections shall be solvent 1'.1/2'REDUCING welded,all copper connections shall be threaded or soldered. Threads shall be NPT /Residential concealed sidewall fire sprinkler head,155 degree F All fire sprinkler piping in house to be new Blazemaster CPVC concealed with mninimum 3/8' RECOMMENDED WALL 4--6- TEE q1 ELBOW and conform to ANSI 8.1.20.1. sprinkler temperature rating.135 degree F cover late temperature sum board. Steel Schedule 40 or Copper Type K sholl be used where exposed. HOLE 2 5/e' 9• 9 P P gypsum PP yP P 4. All system components shall be rated for a minimum operating pressure of 175 rating,K factor 4.4,Reliable Model F1 Res 44 SWC,SIN R3531, 1'Solder x t1/2* PSI. deflector 4"-6"below ceiling Sprinkler head spacing: NPT reduce 5. Where manufactures part numbers are called out,it is not intended to require -Minimum 8'spacingmore than 1 head in a compartment 2i•(88.7mm]CIA. use of the articular art. Rather,it is intended to set a minimum performance Bathroom under 55 s ft.,does not require fire sprinkler,NFPA P 1 21>!"[58.7mm]DIA-t _NacE'W C2TUNC P P P O q• q P -Pendent head,1 head in a compartment,20'x20' requirement. Use of components other than those shown on these plans is 13D-2016.Section 6.6.2 cuv permitted with the written permission of the Engineer. Additional cost and/or labor -Pendent head,more than 1 head in a compartment,16'x16' 2 5/16-DIA. - 2-[50.Bmm1 MAx. required by substitution of components shall be the exclusive responsibility of the ©Closet under 24 sq.ft.does not require fire sprinkler,NFPA -Sidewall head,1 or more per compartment,14'x14' FACE OF n Nc Contractor. 13D-2016,Section 6.6.3 ELI ���% TO FACE OF CEILING ... OIMENSION 6.Sprinkler heads shall not be pointed or otherwise covered with any coating unless 3 5/16' COUNc "' ' �- applied by the manufacturer. 7.All valves shall be provided with permanently marked weatherproof metal or rigid time COLLAR 111111. [12.7mm]MAX. plastic identification signs. The sign shall be secured with corrosion resistant wire TIGHT AOAMST SIMMIR COVER AOJJ$nWENT �_.•3/18• ,"°°"a,sass COVERPLATE [884.Imm] [4.8mm) Of chain. ASSEMBLY 8. These plans require the installation and acceptance testing of on automatic fire ADJUSTMENT SPR.M.Lim sprinkler system. Maintenance of the system shall be the responsibility of the of Nett' �. Owner. a•DFr 0.i Y y COVER PLATE., 112"(12.7mmI ADJUSTMENT 9. These are not as-built drawings p Sidewall head detail, no scale r , ICI `a 0e23e� �FFssIo�� Richter Engineering, P.C. 115 Cedar Hill Road,Bedford,NY,10506 www.richterengineering.com 914-907.3895 New NFPA-13D Fire sprinkler,48 Rock Ridge Drive,Rye Brook,NY It is a violation of New York State Education Law,Chapter 16,Title 8,Article 145,Section 7209,for any person,unless acting under the direction of a licensed professional engineer,to alter any item on this drawing in any way.If an item on this drawing is altered,the altering engineer shall affix to this drawing his seal and the notation "altered by"followed by his signature and the date of such alteration, and a specific description of the alteration. Original Scale 1/8"=1'-0" Date: 12 July 2022 Fire Sprinkler Plan JOB NUMBER: ROA 3007-73 TR.E 6,S TO g E T>LA N TED No. TYPE/NAME SIZE COUNT 0 CATCH BASIN � TELE. MANHOLE 1. RED MAPLE 2"-2.5"DBH 5 ❑ DRAIN INLET ELECTRIC BOX 2. GIANT ARBORVITAE 6'-7'HEIGHT 8 e strm a strap BROOK a strm Inv cmp1.3 3. MANHATTAN EUONYMUS 5'HEIGHT 3 COL)U TI LI TY POLE 0 SEWER MANHOLE a strm r BR K 12�2-- -- 125Z---- - .194A ` 125.1 a strm 1 SIGN POST 125.W�AN 2s g.. -*I b- - ._ _ --wi arr -� �Er4A ~`12'�'9 GIANT ARBORVITAE RED MAPLE Q WATER MANHOLE _ _ - q- � s S , wl A6 127.7 wl A3 128.2 w, Al (Thuja Plicata) (Acer Rubrum) IYY HYDRANT ®ELECTRIC MANHOLE 129.4 129.1 128.2 wV WATER VALVE °V �DRAIN MANHOLE GAS VALVE MAN HATTAN E UONYM US >1 ®MANHOLE Euon mus Kiautschovicus C Y ) LIGHT POLE +242.5 EXIST ELEV. -{ TRAFFIC POLE +(242.5) PROP'D ELEV. I m 14TREE $ Vol 1 <l i o SIZE / tree24 w hi 1.0 WALL o 1. MAY 259 2022 PROP. GEN EJC TREE T D B E REMOVED "� WALL N,4°33�20"W 104.74� °�� N O DATE D ESC BY spr�8 s r14-�. +(136,5) PROPOSED SPOT ELEVATION REVISIONS I 135 PROPOSED PIPE INVERT 1.8 ?&I �5 g5 4" HOUSE SEWER SERVICE o , 1 g•s TREE PROPOSAL PLAN ws ws 1 1/2" WATER SERVICE K.a-pIO-14-10-20 -.-RL RL 6" ROOF LEADER b T1.9 Z m s.2 s Q RIGID HDPE @2/. MIN EPOOL L 139 ='"== A0.4PREPARED FOR: GESTHIMANI KOULOUKIS � � � ' PA-no r PROPERTY ADDRESS: EL SILT FENCEI sF D6 SF--DL AREA OF DISTURBANCE & CHAIN 48 ROCK RIDGE DR. b a r LINK TEMP CONSTRUCTION FENCE 0 k- hi 2.1 I RYE BROOK, IVY (AS REQ'D BY MUNICIPALITY) to RESIDENCEM to 0 1w C\j- FF=140 `W O 130.9 0 6 D 6'RIDIG HDPE C2% MIN G=131 A.K.A. SECTION 28- TAX BLOCK 1 - LOT 17 w o co I i 1.8 a h1 COPYRIGHT GABRIEL E. SENOR, P.C.2011 m 131.9 Z F4� RIEL E SENOR- P CO NS tCl_Tf N�t E N C-f f N E ER t_ 4 ND S LCR�/EYORS aid 6 I Tw jo NORT1-t CENTRAL_AVE.,KAR.TSDAL_E,NEW YORfe.,10530 h�3�:� • (914)422-0070 FAX 422-3009 L 0.00, R=2025.00 bw hi 0.2 4 � Da 1230 133.2 MACADAM 1'max 1 CURB 1 SCALE: 1" = 30' ROCK RIDGE DRIVE 133.5 •mh DATE: MAY 12, 2022 mac cl mcc " Ida, mac cl 134.1 134.3' ; 34.4 133.8 133.5` ""ac cl, Q DRAWN BY: CHECKED BY: EJC. ES, [P=(C IE F= WATER LINE at f CONSULTING ENGINEER • LAND SURVEYORS 90 NORTH CENTRAL AVE., HAR TSDALE, NEW YORK, 10530 VILLAGE O RYE BROOK (914) 422-0070 FAX 422-3009 BUILDING DEPARTMENT P:\DWG Drawings\RO#\RO13007.dwg,5/25/2022 10:05:03 PM,\\server\iR-ADV C5030 cool 4 } t i r c j r Sf + • COPY I F x , z s F s t i . 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