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Home My WebLink AboutBP21-129 p0 � L) m ��z mZcc Z W U)O� UO Z i V y� a�aa J m �w �16Lu �o J J V w O W 2:2 a LLI Q < W 2 F= w O m m ~ .tmani0 M 9 4-11 v L < I-S `Za d m <� � rb s wW � a oa_ CY W LL Z s om� w wLL Z � a (� 19 N G6 13 � ° o Z zz � '' o J W O O O w � 0 Z � � LL < mCL YUO � J Ln � U a. m Z Z O � QL) m � C7Q -Mui5 » O 0 0 � � � j L+ 0 J � Q � Li w w O U OL to N -, O UO w O U. U. LL Z a to w J Q LL VILLAGE OF RYE BROOK WESTCHES COU7IF , NEW YORK �� .,. .�:, No: 23-142 T' 1 3 Certtftrate of Orrupaurp This is to certify that �(,tw �/ 4jd'n- w of, �(, �� /V �/ having duly filed an application on 20 requesting a Certificate of Occupancy for the premises known as, C�U12 (Sjek_� I , Rye Brook,NY, located in a F-AH Zoning District and shown on the most current Tax Map as Section: 5• 5 Block: Lot: 1 ), 3 and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.02 J'lc�2`7ed , issued��02 20 0� , such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: Construction: J for the following purposes: NeLL) �_A H 7' n 0 Poa-ed -Wo -Cn m il 14 etuie) ) )•n 0 Aar h'ea Qa raQe Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made, and no enlargement, whether by extending on any side or by increasing in height shall be made,nor shall the building be moved from one location to another until a permit to accomplish such change has b obta' o uild' Spector. 11LBuilding Inspector,Village of Rye Brook: Date: S E P 1 1 �n� VILLAGE OF 1�,VE BROOK WESTCHESTER COUNTY, NEW YORK -No: 23-143 Certificate of ®ccupaucp This is to certify thaton )cI162s LLC of. gyf rM V., N -1 , having duly filed an application on Yl' / �� 20 requesting a Certificate of Occupancy for the premises known as, OR05 P3 IVQr- h R)Atle Sfree_� , Rye Brook,NY, located in a FA- )4 Zoning District and shown on the most current Tax Map as Section: ) 5 Block: Lot: . 3 and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No,:�?, /- Jaq , issued 20 a I , such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications,Use: ,5 /'gC51*C1er)1t1'011 Construction: for the following purposes: I V e Lo S 'l fctm /' Iw FAH o n i l I n G1-14 Qaift] +p_)o bm 11�F.4 �4 c4 ew�n of w.1 AAacine(A. Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made, and no enlargement, whether by extending on any side or by increasing in heigh 1 be mad hall the buil g be moved from one location to another until a permit to accomplish such change has be not d om the wild 'pector. SEP 1 1 2013 Building Inspector,Village of Rye Brook: Date: VILLAGE OF RYE BROOK WESTCHESTER COT".NTY, NEW YORK NO: 2 k$4 Certificate of Occupancp This is to certify that (.�I In of, ko f 2 , having duly filed an application on 20 e!:?:, requesting a Certificate of Occupancy for the premises known as, r P , Rye Brook,NY, located in a a4 Zoning District and shown on the most current Tax Map as Section: Block: J Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. �� , issued UlrQ _20 g2l , such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: P� 40Q— ")I la Construction: —713 for the following purposes: / r monUa/- 7 Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: 4- See- CLO - c93 - 143 This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities hall be made,and no enlargement, whether by extending on any side or by increasing in g s e e,nor s uilding be moved from one location to another until a permit to accomplish such change as be obtained m the ui ng Inspector. Building Inspector,Village of Rye Brook: Date: SUN z 13 t�4 4.nj V�u tt� VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE June 21,2023 Pawling Holdings LLC 265 North Ridge Street Rye Brook,New York 10573 Re: 265-A North Ridge Street,Rye Brook,New York 10573 Parcel ID#: 135.35-1-11.3 This document certifies that the work done under Mechanical Permit #23-045 issued on 4/12/2023 for the installation of a new gas furnace,condenser and associated ductwork has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to >�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.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE June 21,2023 Pawling Holdings LLC 265 North Ridge Street Rye Brook,New York 10573 Re: 265-B North Ridge Street,Rye Brook,New York 10573 Parcel ID#: 135.35-1-11.3 This document certifies that the work done under Mechanical Permit #23-046 issued on 4/12/2023 for the installation of a new gas furnace,condenser and associated ductwork has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to f l Cam-' �/ l R `� `� DBUILD ... ENT For office use onl : PERMIT# 9 DAPR - 3 2023 VIL ' C)F Rl' :. OK ISSUED: - / 9 8 KING STRE 1. 1;lu,oIt: YoRK 10573 DATE: — — :j VILLAGE OF RYE BROOK y` 6 y O-c FEE: PAID BUILDING DEPARTMENT 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 *****i:*4:***********isi:***4:***i:**************4:*4:*****/:****1:********f:********1:.-**4:********1:4:*****1:*************#**************** Address: Lmt `(a5 ''3 Occupancy/Usei2z-&ay-iI4 Parcel M#: Owner;L6u1.5 1-0A/77a J 1 � �SAddress: S -2� P.E./R.A. or Contractor: Address: Person in responsible charge: $_ (ZZ-o—Address: 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: STA/TE/ OF NE/WnYOORK,COUNTY OF WESTCHESTER as: being duly swom,deposes and says that he/she resides at (Priynt ame plicant (No.and S t) in / e r ,in the County of liC/Cs h r in the State of_A/----,that (Cityfrown/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,fixe qui went,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:S e , for the ponstructjon or alteration of: Deponent further state at he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to b fo me this Oz&i2 Sworn to bef e e this day of , 20�Y day , 20�_ L t, Signature of pe O n Sign re of Iicant S Z2� I ZZ� Print Name Property Owner rint Name of Applicant Notary Publ' ESPIA �lrotary P lid-10 E Notary Public,State of New York Votary:'ublic, State of New York No. 01VES084028 No. 01VE5084028 �021 Qualified in Westchester Cou t Qualified in Westchester Coun Commission Expires August 25,20 Commission Expires August 25,20� ECEv BUILD = R MENT For office use only: DPERMIT#Bela 9 APR -3 2023 vIL C)l �z� OK ISSUED: 3 KING STRE l'I: 131t(IOK YORK 10573 DATE: — 3 -0)6 FEE: PAID VILLAGE OF RYE BROOK del BUILDING DEPARTMENT , 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 n###k'kk###########k#k##k## Address: /v y �� Occupancy/Us arcel ID#: ,�� r,,��,,pp6 � �— f � ' Zone: Owner ��(�� n� Z�_ �,L�I Ir11•f� 4 ld4d'drisss: s (S -eAj sfi P.E./R.A. or Contractor: Address: (/�� Jy(J Person in responsible charge:�� L,"l Z��"Address: 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 //O(�F�NEW YORK�COUNTY OF WESTCHESTER as: l � �ZZ� being duly sworn,deposes and says that he/she resides at S. (Print ame gf AA,ppnlicant)) �j p �p (No.and,$ eet) i C�Gf�STt'� in the County of�iL�� C S/ L /� in the State of 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,fixed4%&0201174 uipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ f for the constructio I or alteration of: - / Deponent further states tblt he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to befoW=this Sworn to befor me this day of , 20 day of , 20 4" L Signatur ope Ow r r[rp o A pli nt Z Prim[�Nameroperty Owner riot ame of Applicant ra'iy Pullfic HUPEa. VESPIA o4P46licr'V1r_Nola; ub;;c, State of Now York lary Public, State of New York No. li V tale of 28 No. 01 VE5084028 Qualified in Westche^.ter County Qualified in Westchester Cou "0-1 Commisswn Expires August 25,20,W Commission Expires August 25,20 UILDING DEPARTMENT SPECTOR VILLAGE OF RYE BROOK NT OFFICER 938 King Street . Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - ,� N rECTIONREPORT - - - - - - - - - - - - - - ADDRESS: Nd DAT PERMIT# ISSUED: SECT: BLOCK: j LOT: LOCATION: �\" '' �-' \ OCCUPANCY: V ❑ Violation Noted THE WORK IS... ASSED ❑ 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 INAL ❑ OTHER QyE BRC�uk 04 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 i i- �T DATE: ( -:-� b O � I PERMIT# - ISSUED: SECT: 1 �t BLOCK: LOT:_ '_ LOCATION: FL L7 r'! LL' ^�h OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER * o * y h y N * M * Cl w >. M _ n 86 v Jt ri -v z00 9 �_ cz a1 0, —cz 4 * co I— * * �rJ Q Z W * y 1-4 v Ll i a o o ¢ PA QyE BRC�v� O�` tim cu � • 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK J LODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :_ �C� V I , DATE: z ` 2c;22 PERMIT# ,Z 1 ISSUED: /h Z 1 SECT:I BLOCK: I LOT: '= LOCATION• t1 P ,`'• ( �` `� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑`. ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED 13 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��. cu � 19b2 BUILDING DEPARTMENT []'�UILDING INSPECTOR �/[/]/ ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.or - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :_Z DATE: ' 1 Z PERMIT 7_ ISSUED:(n! Ll L 1 SECT: �-� BLOCK: LOT: ' LOCATION: 1� �� t�� OCCUPANCY: 7 Z ❑ VIOLATION NOTED THE WORK IS... p ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ OOTING DRAINAGE FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ( �v l �fl LF ATE O ❑ L.P. GAS ❑ FUEL TANK F, ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRC�v� cu � • 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 :— DATE: PERMIT# ISSUED: (`zl—Z�ECT: BLOCK: LOT: LOCATION: `�-�� ' OCCUPANCY: 'Z �� I ❑ VIOLATION NOTED THE WORK IS... Q', ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION f' REQUIRED q-FOOTING r- ❑ 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 M a 00 0-0 W \ = 0. 0a-4 C v O O n M a h-� M C, p v 1 /I L4 E" O o \ z ° W o z Z 5 u � H . Q O a 0c O z l a W 0-4, � W � O ~ W00 cona a � V O (� z u z cn MON A zUl 00 w v cn H CN v w d a z Z o ° Qr Q U C7 o04 cn z w z a w N a. z w Ow 05 �I 09 a z a]a w xin �E t3R v D BUIL E MENTID Vit, E`oR ox OCT 17 2022 938 KIN ]?' RYE$ ,NY 10573 VILLAGE OF RYE BROOK (914)9 939-5801 BUILDING DEPARTMENT .or ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: p� —� nJ EP#• �Q Approval Date: OtT 18 Permit Fee:$ Approval Signature: Other: Disapproved: (fees* are**********able) ********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. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. I.Address:aer: 5h t SBL: 135 —Zone: �-� 2.Property 101i <, �LL_C— Address: Phone#: - Cell#: email: 3.Master Electrician: - Address: Lic.#: E Phone#:1 `IM-Z050 Cell#: y (ap- email: �'��r' �11 Company Name: �� DDn -1Pe�- 1 � ��YIP Address: 1gSsn t }� .� ��- � { ��'teS- 2 y 1 4.Proposed Electrical Worcture Count: �3 STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: ��t r A being duly sworn,deposes and states that he/she is the applicant above named,and does further (print Dame of mdiv�dual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the ©►1�YQ(� for the legal owner and is duly authorized to make and file this application . (indicate ardiitect, ,agent, The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,dctor that any work attorney,etc.) Performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this th day of 20 day of In.,- 20 " Signature of Property Owner Applicant Print Name of Property Owner v �� ame ppi tNotary Public 7�3� � ublic Agr000 m9guometA W'h gmjpno ocoel*ON VDA"h p aWo.:W%d ANION inn-, f STATE WIDE INSPECTION Service With Integritv 1080 Main Street, Fishkill, NY.125241 Email:OFFICE@SWISNY.COM APPLICATIONSWIS JOB tel 845.202.7224 1 fax 914.219.1062 1 SWISNY.coml Office Use Elect. Permit# r- s v'� Date Bldg Permit# ' Scl Ft Plumbing Permit# Final Certificate# City/Village Zip -" Building Dept. {,-x-.'. County Address Cross Street Section Block Lot A Owner Name/Address(If different than above) ,1; c Contact Number ❑Basement ❑ 1st Fl. ❑2nd Fl. ❑3rd A. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms C/0 Detector Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven (s) Dishwashers Refrigerator Disposal Microwave Luminaires Generator Transfer Switch SERVICE Amperage #Panels 1P 3P # Meters # Disconnect ❑Underground ❑ New ❑ Reconnect ❑ Repair ❑Overhead ❑ Upgrade ❑ Disconnect Utility ID# ❑Con Ed ❑ NYSEG ❑Central Hudson ❑ Orange/Rockland PHOTOVOLTAIC SYSTEM PV Modules Inverters AC Disconnect ]unction Box Combiner Box Load Center PV Monitor Energy Storage System DC Disconnect ❑Legalization ❑ Safety Inspection ❑Consultation 1►Y i,r i✓ - cY i rt.h�,,.i� rr ;� j !U- 7'`ll70L i EL C � �� LOCT 17 2022� VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant, owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Email Address Name License# Date )fl' y Signature,',,- r Address ?, City/State Zip Code Company Phone# DDState Wide Inspection Services CAS080 Main Street NOVN�V — 4 2022 Fishkill, NY 12524 T �a 845 202-7224 Phone SVILLAGE OF RYE BROOK : 914-219-1062 Fax STATE WIDE INSPECTION SERVICES 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: La Bella Electric Inc. Pawling Holdings LLC 145 South Main Street 265 North Ridge Street Port Chester, NY 10573 Rye Brook, NY 10573 Located at: 265 North Ridge Street, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP22-251 135.35 11.3 Certificate Number: 2022-7357 Building Permit Number: BP21-129 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: 265 North Ridge Street, Rye Brook, NY 10573 The Basement 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 3rd day of November 2022. Name Quantity Rating Circuit Type State Wide Inspection Services did not perform a Rough inspection(Rough Performed by WREIS). A Visual inspection and Final inspection were conducted only. Service 01 200AMP Meter 02 Panel 01 Grounding and bonding of service to current codes. HVAC Systems 02 Luminaires 12 Switches 04 Washer 01 Dryer 01 C/O Smoke Detectors 02 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. N O w N � � M Ln W / a cn W vy, W M Ln ^ N ON u M ^ W C u C Y Lr) 0-4 o � A �., 0 W a A ` '30 O w z W ° 04 uz W en en Q w I z ON Ol u A z W a = w • M..� M H V p cw7 a x aN o z z z N ] � w w z c coo 0 1- o � v� z v w z a � g x Ln w � H z w z A oo in x we N a z W 04 �I a z w se yEDRCv D �� LS � V BUIL E�� MENT FEB - 9 2022 VIL E OFAY OK 938 KIN ETR # ,NY 10573 VILLAGE OF RYE BROOK (914)9 939-5801 BUILDING DEPARTMENT or ELECTRICAL PERMIT APPLICATION Westch County Master Electricians License Required FOR OFFICE USE ONLY EP#: _ O -7 Approval Date: FEB1 Permit Fee: S C y Approval Signature: Other: Disapproved: (fees are non-refundable) ********************* **************************************************************************** Application dated, q is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment, wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. f 1.Address: -/S -� � � � SBL: /.3�" 3,,=I-a 3 Zone: 2.Property Owner: ll1 Q Ctl1/2 - Address: Phone#: - /C/ell#: email: 3.Master Electrician: r jl C_ Address: Lic. #: Phone#: - �(J Cell#: �U- �i?Q email: / Company Name: �at,,l l C t�Ifl I✓cam Address: / 5- t c t`i ` ' T 4.Proposed Electrical Work/Fixture Count: D-K-73 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 42 being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name o individual signing as the applicant) state that(s)be 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.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this fb day of 20 day of [_4_ P'U_aQ4 20 Signature of Property Owner of Applicant Print Name of Property Owner Print ame Appli t Notary Public 46tavyP#i�!Occlo NQtw "f Ne)w York ¢4'/QQ30 Cendv �tcnester^ COMT111SaK.0 Expires. 7 3//a-74' 17nn-7 Westchester Rockland Electrical Inspection Services, Inc. Phone: 91 P-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 4- -35,96 Elmsford, NY 10523 BU NO IT NO. TEMP# D CITY OR VILLAGE Y: ZIP CODE TOWNSHIP oo� P f STREET AND NO.OR R•AD.O L �/ UMBER `) T t(�P 4 Qe. BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? BECTION BLOCK LOT OCCUPANT'S NAME NG OCCU Y tn TI OWNER'S N W� iI✓ Il Z NAME AND ADDRESS �(r✓1 L. HOME TELEPHONE NUMBER CURRENT SU B ! F EIR OFFICE WORK TELEPHONE NUMBER r 0 LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT 1"FL. FL. ��{{��+ 3-FL. NG REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS RAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY.WREIS,INC.IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW ADDITIONAL❑ EXPOSED 0 CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEADO UNDERGROUND❑ I . a� AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF CO _ DATE OF APPLIC TION SIGNATURE OF APPLICANT 1 0 I r r xf � �_ STREET ADDRESS TELEPHONE NO. / ORE LICENSE NO.WHEN APPLICABLE -7 � N O 1 N \ r a °° z w a Vi 1 w ~ ? 4 C� r W a U VL +� W � W � M � � • O i �� ■ O� W z ►.� cl —14 r� 00 O Z � a A � o V) N � uz ON w 1 • W ~ L M � � M w 7 z zoz � y z L � a Z �Ln � x D yE C3Rn� BUIL MENT AUG - 4 2022 �J VIL OF RYE OK 938 KIN ET RYE B ,NY 1057 VILLAGE OF ;AYE BROOK BUILDING DEPARTMENT W or PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: �/ —/ 7 PP#: cDQ)'/ o J Approval Date: AUG - 8 2022 Permit Fee: $ " 'w -P6 Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, " '��a is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below. The applicant&property owner,by signing this document agree that said plumbing work will be in conforman [[ce with all applicable Federal, State,County and Local Codes. 1.Address: 2 40 5 �OKO Z 9wjC.�• SBL: 1 P-J Zone: 2.Proposed Work: plumbs e (,CS V-t9V1L U,L, Pye & 7 P7 U USt "'lo 3.Property Owner: s: Z5 • Reg4A bY�Y Phone#: • 3 _Cell#: email- 10' 0 Q( :;k-7-(0 act • tow 4.Master Plumber: RCyXA 1 % Address: Zt u c�*- w Lic. #: 42-3 Phone#:p�gj7q 1&926, Cell#: IT414Lt4 email: r IUWkk I t� Company Name: ZLT }� M�1 yH&LkAddress: Z5 vdS 04— 5t(r INDICATE FIXTURES& LINES TO BE INS ALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 st Floor �J 2nd Floor A- 3,d Floor 4"Floor 5"Floor Exterior 5.* List Other Equipment/Provide Details: �Q� a►�V v� �Q S wai t)y&,Q oac, kw %Amof lain ycxk- 0p ur�i�- — Z, u OLA� ` lC�� (Nota ized Signatures Required Next 2 Pages) STATIESOF YYO ,COUNTY OF WESTCHESTER ) as: KIV,&\ J QXQ_S ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of indivi t I signing as the applicant) nd further states lat(s)he is the legal owner of the property to which this application pertains,or that(s)he is the e-&&�' for the legal owner and is duly authorized to make and file this application. (indicate architel 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. d �d Swom to before me this 3. Sworn to before mett this day of-R ,20 as day of aNAT ,20_,?� i Sign of rop Owner Signature of Applicant (-oc� bevt- t S(,Vc s Print Name of Property Owner Print Name of Applicant of Public CIC of Pua�i SA DtCIOCcfo NOWY Public• State of New York lv 6 Public - State of New York No. 1819030 Nc 1819030 Cerd0cate File In Westcnester I:cunty Certificate File In WeE'.cnester County Commission Expirer. 7 � 131f Da(p Commission Expires: -)I a t l ao&�' This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. 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. -2- 8/12/2021 I , 8 BUILD �- MENT \\ I OF' RY OOK AUG - 4 7-022 !j 938 KING T RYE BR "µ,NY 10573 -0 VILLAGE OF R) BRG0K BUILDING DI^PAR T IVIENT 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 3J, l.U(a S I'-&h`q� ,residing at, It ��[q yatlrl`D V 4X �1(464i 'Ck l nF F (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; 7 NoMi F—( e �l "�� , 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. 7 (Signa& fP Part Lo v(_s LJxx?--?eL (Print Name of Property Owner(s)) Sworn to before me this 3r day of , 200a ! Q(' CA O i Ota V PLtblic) r USA DICIOCCIO Notary Public- State of New York No "01 9030 3 Certificate File In Westchester county Commission Expires '�f gi j �(o r / 8/12/2021 Ln W 0 0 w A .8 a a� w.r y z E a v1 U H 2L � a h 00 p o V z O Lin ° M C l i � C� � � J v ° � C.•� z wz 9 94 e r� W � � 0-4 ru cc) z z �� p 6 � Ooo v) M O w ° V W z U o z z UO . 7 v W o �., M o ° & � `� . z Cc, U W a v IWO, V � . O � P IDA as 00 � M V e r0� O N A Q+ W OG a O z .O \`« v a � � � . N �W , k 14 ° pm a > ° a.av •`z a cif U O U a64 a M, z w z a N w < H ob� .. c w w p � - 2 tt BUILD INIE D M VIL A tJB?ROOK ��P;t 5"Ito 938 KING �t y � tq�f,NY 10573 APR -3 2023 VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING,VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: APR R 1 2 013 PERMIT#: / //� oy,� Approval Date: Permit Fee: $ JC.f<JQ ct Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed&Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)&Workers Compensation Insurance on a NYS Board form(Form#C105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL=$100.00/unit•COMMERCIAL=$350.00/unit. 5. Inspection by the Building Department for removal and/or installation. (48 hour notice required 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dated, ,25 is 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. I. Address: A&A / SBSL: 1135 55, P 93 Zone: 2. Property Owner: / a- ddress: &I f-� Phone#: Cell#: p/_Q��0 /lid& email:.4011Ln 77 0-40l CVWL-.-) 3. Contractor.S,8 y }k4" Y ti- G Address:s3,�Z (4LAS LdX-{Dt-1 Phone#: Cell#: 9�13 �� email: 4. Applicant: u� Address: (f—�►� Phone#: Cell M email: 5. Scope of Work:New Installation( )•Replacement( )•Removal( )•Other( )• 6. List Equipment:7 1J-MQc5PC--t- A ` C. J�F -- y f/(a L - ale-). ��, 5 a.✓ (fin t�' /Ylc :l��— &&2pqhc 3 6 L VI j410 7. Location of Equipment: " -J- � , it �l 8. Method of Installation/Rem al(list all equipment needed to perform job): :2)(Lct j Q 1 8/12/2021 STAT OF NEW YORK,COUNTY OF WESTCHESTER ) as: �wn ,being duly swom,deposes and states that he/she is the applicant above named, (print name of individual signiniM 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. Swom to before me this Sworn to before me this C day of 20 Z 3 day of MC-C 0 d r1 .p Z T�m'a L c C tv Sign a of op Owner ignature of Applicant n o -0 C N 5 ZZ 0- sl)(m D�e Oft Print f Property wner Name of Applicant 01 to 0.F N blic JOHN B.COLANGELO Notary blic w o w � Notary Public,State of New Yorlc No.4'tche 4 /�'�✓ e Qualified in Westchester County Commission Expires July 31.PO Z This application must be properly completed in its entirety and must include the notarized signature(s)of the legal owner(s)of the subject property, and the applicant of record in the spaces provided.Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. z ai12/2021 � w � D Q Uj 0 o s i ►-- o o � O � 42L � Q O oC o0 3t � " � A � z � ga � 3Ea� '� O H = H � �.�. C.J. � ►�-, 0' � C 'u0 C.C b T F�1 ? e"d E c ri ►.� ,, cl p w A H O Q � �.. `C z z .� z o y a c `� U M� oo C� W M O w J o u c V V Q u W Zp Z Z a z UZ . v � € - b L J E ti Z eo _ oo a z w GA 421O ' ? c CA OWN cn �4 V Z O N z �I � a . r r IE BUILD, .� jMENT VILY.A C) !EBROOK 938 Knvc �' ID 1 APR -3 2023 � Q ,NY 10573 04 :_ _,aQ668;; VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING fE�QUIPMENT FOR OFFICE USE ONLY: PERMIT#: Approval Date: APR 1 2 023 Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERIVIIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed&Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)&Workers Compensation Insurance on a NYS Board form(Form#C105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL=$100.00/unit•COMMERCIAL=$350.00/unit. 5. Inspection by the Building Department for removal and/or installation. (48 hour notice required 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dated, 3 is hereby made to the Building Inspector of the Village of Rye Brook for a pemrit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations. 1. Address: / 111 SBL: �, Zone: 2. Property Owner: Q, o ddSess: Phone#: Cell#: 9� 6 /6 9 4 email: f�� 1 77 L�QI•C � 3. Contractor: /� Address: Phone#: Cell#: email: j 4. Applicanf �-IG Address:1-3-;z D/; Phone#: Cell#: 9/� 9'4 C0 g' email 5. Scope of Work:New Installation( )•Replacement +( )•/Removal( )•Other 6. List Equipment:? �5fGc./ /# c G o��7 9 �p 9(� 6-5,„> a/c 7. Location of Equipment: 8. Method of Installatio emov (list all equipment needed to perform job): 1 8/12/2021 STATE OF NEW Yopf,COUNTY OF WESTCBESTER ) as: �zdAd ( ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as tbif aftlicant) 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. Swornto before me this & Sworn to before me this Q / day of 1� 44t.. ,20 L'7 day of !+ ,20 o $ 3 Q "t— O � Nl Si a Pro rty Owner ignature of Applicant M S ZZ�� 24. c Print N r erty wne Name of Applicant a Fo JOHN B.COLANGELO Nota he o ry Public,State of New York Nota blic ^� No.4708504 x Qualified in Westchester County / Commission expires July 31,20 L This application must be properly completed in its entirety and must include the notarized signature(s)of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. 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Reliability t„■� Non-ozone depleting R-410Arefrigerant i� • Scroll compressor ��'■• TEM�TAll • Internal pressure relief valve '„■. • Internal thermal overload j,. • Filter drier Durability r ■ �� Solid,durable sheet metal construction Dense wire coil guard ,■�. �� Applications • Long—line—up to 250 feet(76.20 m)total equivalent length,up to 200 ,■.. .� feet(60.96 m)condenser above evaporator,or up to 80 ft. (24.38 m) ��e ■.. . evaporator above condenser (See Longline Guide for more information.) • Low ambient(down to with accessory kit Limited Warranty* • 5 year compressor limited warranty • 5 year parts limited warranty(including compressor and coil) — With timely registration,an additional 5 year parts limited warranty (including compressor and coil) ' For owner occupied, residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for other applications N4A3:Product Specifications N 4 A 3 18 A H B 1 0 0 Product Refrigerant Type Nominal Nominal Variations Electrical Supply Sales Engineering Extra Extra Family 4=R-410A A=Air Efficiency Capacity A=Standard Grille(Copper Tube Coil) H=208/230-60 Code Revision Digit Digit Conditioner 3=13 SEER 18=1-1/2 Tons G=Dense Grille(Copper Tube Coil) L=460-3-60 24=2 Tons B=Standard Grille(Aluminum Tube Coil) S=575360 30=2-1/2 Tons L=Dense Grill(Aluminum Tube Coil) 36=3Tons 42=3-1//2 Tons 48=4Tons 60=5 Tons CATALOG ORDERING NUMBERS Phase Size Copper Coll Models Aluminum Coll Models 18 N4A318(A,G)KF N4A318(B,L)KA y 24 N4A324(A,G)KG N4A324(B,L)KA r 30 N4A330(A K N4A330(B,L)KA CL d 36 N4A336 A, K N4A336 B,L KA 42 N4A342(A,G)KN N4A342(B,L)KA y 48 N4A348(A G)KG N4A348(B,L)KA 60 N4A360(A, )KN N4A360(B,L)KA 30 N4A330GHC N/A t 36 N4A336 H,L, B N/A IL 42 4A34 N d 48 N4A348G(H,L,S)B N/A 60 N4A360 (H,L,S)C N/A *.Aluminum models phasing in June 2021-February 2022.Please check with your supplier for availability. STANDARD FEATURES Features 18 24 30 36 42 48 60 R-410A Refrigerant X X X X X X X SEER(Range depending on indoor combination) 13-15 13-15 13-15 13-15 13-14.5 13-15 13-14 Scroll Compressor X X X X X X X Field Installed Filter Drier X X X X X X X Front Seating Service Valves X X X X X X X Internal Pressure Relief Valve X X X X X X X Internal Thermal Overload X X X X X X X Long Line capability X X X X X X X Low Ambient capability with Kit X X X X X X X x-Stea Manufacturer reserves the right to change,at anytime,specifications and designs without notice and without obligations. 2 N4A3:Product Specifications Liquid Line Sizing and Maximum Total Equivalent Lengths for Cooling Only Systems with R-410A Refrigerant: The maximum allowable length of a residential split system depends on the liquid line diameter and vertical separation between indoor and outdoor units. See table below for liquid line sizing and maximum lengths Maximum Total Equivalent Length Outdoor Unit BELOW Indoor Unit Liquid AC with R-410A Refrigerant Maximum Total Equivalent Lengtht: Outdoor unit BELOW Indoor Size Liquid Line Line Dla Vertical Separation ft(m) m. Connection w/Dia 0-5 6-10 11-20 21-30 31-40 41-50 51-60 61-70 71-80 (0-1.5) (1.8-3.0) (3.4-6.1) (6.4-9.1) (9.4-12.2) (12.5-15.2) (15.5-18.3) (18.6-21.3) (21.6-24.4) 1/4 150 150 125 100 100 75 — — — 018 3/8 5116 250* 250* 250* 250* 250* 250* 250* 225* 150 3/8 250• 250* 250* 250* 250* 250* 250* 250- 250* 1/4 75 75 75 50 50 - - - - 024 3/8 5116 250* 250* 250* 250* 250* 225* 175 125 100 3/8 250* 250* 250* 250* 250* 250* 250* 250• 250• 1/4 30 - - - - -- - - - 030 3/8 5/16 175 225• 200 175 125 100 75 - - 3/8 250* 250* 250• 250* 250* 250* 250* 250* 250* 036 3/8 5/16 175 150 150 100 100 100 75 - - 3//8 250* 250* 250* 250* 250* 250* 250* 250* 250• 042 3/8 5/16 125 100 100 75 75 50 - - - 3/8 250* 250• 250* 250* 250* 250* 250• 250- 150 0048 3/8 3/8 250* 250* 250* 250* 250* 250• 230 160 - 080 3/8 3/8 250* 250• 250* 225* 190 150 110 - - •Maximum actual length not to exceed 200 ft(61 m) tTotal equivalent length accounts for losses due to elbows or fitting.See the Long Line Guideline for details. -"=outside acceptable range Maximum Total Equivalent Length Outdoor Unit ABOVE Indoor Unit AC with R-410A Refrigerant Maximum Total Equivalent Lengtht: Outdoor unit ABOVE Indoor Line Diam.-- Liquid Line Liquid Vertical Separation ft(m) Size Connection , w/TXV 25 26-50 51-75 76-100 101-123 126-150 151-175 176-200 (7.6) (7.9-15.2) (15.5-22.9) (23.2-30.5) (30.8-38.1) (38.4-45.7) (46.0-53.3) (53.6-61.0) 1/4 175 250* 250• 250• 250* 250* 250* 250- Ole 3/8 5/16 250* 250* 250* 250* 250* 250* 250* 250* 3/8 250* 250* 250* 250* 250* 250* 250* 250* 1/4 100 125 175 200 1 225• 250* 250* 250* 024 3/8 5/16 250• 250* 250* 250* 250* 250* 250* 250* 318 250- 250* 250* 250* 250* 250* 250* 250* 1/4 30 -- - - - - - - 030 3/8 5/16 250* 250* 250• 250* 250* 250* 250* 250* 3/8 250* 250* 250* 250* 250* 250* 250* 250* 036 3/8 5/16 225* 250* 250* 250* 250* 250- 250* 250* 318 250* 250* 250* 250* 250* 250• 250- 250* 042 3/8 5/16 175 200 250• 250* 250* 250* 2W* 250* 318 250* 250* 250* 250* 250* 250* 250* 250* 048 3/8 318 250* 250* 250- 250* 250* 250• 250* 250* 060 3/8 318 250- 250* 250* 250* 250* 250* 250- 250* •Maximtmt actual length not to exceed 200 ft(61 m) tTotal equivalent length accounts for losses due to elbows or fitting.See the Long Line Guideline for details. "- outside acceptable range Manufaetunrreserves the rlphtto change,at any time,specifications and designs without notice and without obligations. 5 N4A3:Product Specifications Refrigerant Charge Adjustments Liquid Line Size R410A Charge o m 3/8 (Factory charge for lineset=9 oz/266.16 g) Units are factory charged for 15 ft(4.6 m)of 3/8"liquid line*. The factory charge for 3/8"lineset 9 oz. When using other length or diameter liquid lines,charge adjustments are required per the chart above. Charging Formula: [(Lineset oz/ft x total length)—(factory charge for lineset)]=charge adjustment Example 1:System has 15 ft of line set*using existing 1/4"liquid line. What charge adjustment is required? Formula: (.27 oz/ft x 15ft)—(9 oz)=(-4.95)oz. Net result is to remove 4.95 oz of refrigerant from the system Example 2: System has 45 ft of existing 5/16"liquid line.What is the charge adjustment? Formula: (.40 oz/ft.x 45ft)—(9 oz.)=9 oz. Net result is to add 9 oz of refrigerant to the system NOTE:Conditions must be favorable for charging by subcooling method.Indoor temperature must be 70OF to HOOF(21.1OC to 26.70C),and outdoor temperature must be 70OF to 100OF(21.IOC to 37.80C).If outside these conditions,adjust charge for long line sets by weigh-in method. *When applicable. Refer to Physical Data Table in this PD and to the Installation Instructions for more information. LONG LINE APPLICATIONS An application is considered Long Line,when the refrigerant level in the system requires the use of accessories to maintain acceptable refrigerant management for systems reliability. See Accessory Usage Guideline table for required accessories. Defining a system as long line depends on the liquid line diameter,actual length of the tubing,and vertical separation between the indoor and outdoor units. For Air Conditioner systems,the chart below shows when an application is considered Long Line. AC with R410A Refrigerant Long Line Description ft(m)Beyond these lengths,a TXV is required Total Length Outdoor Unit Above or Below Indoor Unit TXV required beyond 50 ft.(15.2 m) TXV required beyond 20 ft.(6.1 m) AC with R410A Refrigerant Long Line Description ft(m)(Beyond these lengths,long line accessories are required) Liquid Line Size I Units On Same Level Outdoor Below Incloor Outdoor Above Indoor 1/4+TXV o accessories needed within allow o accessories neededwithin 175(53.3) lengths allowed lengths 5 + 5. vertiCa or to 1 3/8 + vertical or to a Note: See Residential Piping and Long Line Guideline for details VAPOR LINE SIZING AND COOLING CAPACITY LOSS Acceptable vapor line diameters provide adequate oil return to the compressor while avoiding excessive capacity loss. The suction line diameters shown in the chart below are acceptable for AC systems with R-4I OArefrigerant: Vapor Line Sizing and Cooling Capacity Losses—1-Stage Air Conditioner with R410A Refrigerant Applications Maximum Cooling Capacity Loss o Unit Liquid Line Vapor Line Total Equivalent Line Length ft.(m) Nominal Diameters _ Size(Btuh) Diameters (In.OD 50 25 - _ _ (in.OD) ) (7.9-15.2) (15.5-24.4) (24.7-30.5) (30.8-38.1) (38.4-45.7) (46.0-53.3) (53.6-61.0) (61.3-68.6) (68.9-76.2) 018 3/8 024 318 030 318 -- 036 3/8 042 3/8 048 318 a___3 7J 3!8 Applications in this area may be long line and may have height restrictions. See the Residential Piping and Long Line Guideline. Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 6 N4A3:Product Specifications ACCESSORIES (For Copper Coil Models) Part Number Description Used On Model Size NASA003CH Crankcase Heater for Scroll Compressor(208/230V) 18,24,30,36 NASA001 CH Crankcase Heater for Scroll Compressor(208/230V) 42,48.60 NASA003SC Hard Start Kit(Capacitor&Relay) ALL NASA00201 FS Evaporator Freeze Thermostat ALL NASA403PS Low Pressure Switch,AC,R-410A ALL NASA404PS High Pressure Switch,AC or HP,R-410A ALL NASA001LS' Liquid Line Solenoid Valve,R-410A ALL NASA001TD Time Delay Relay,Indoor Blower ALL NASA00201 WS Winter Start Control ALL NASA001AC Anti-Cycle Timer(5 minute delay) ALL NASA401LA Low Ambient Kit(Pressure Switch),R-410A ALL NASA00201SF Support Feet,4'(102mm)tall(5 blocks) ALL NASA00301SJ Sound Jacket,Compressor 18,24,36 NASA00201SJ Sound Jacket,Compressor 30 NASA00101SJ Sound Jacket,Compressor 42,48,60 NAEA40501TX TXV Kit,R-410A-for use with copper or tin fan coils 18,24 NAEA40601TX TXV Kit,R-410A-for use with copper or tin fan coils 30,36,42 NAEA40701 TX TXV Kit,R-410A-for use with copper or Un fan coils 48,60 NAEB40501TX TXV Kit,R-410A-for use with aluminum coils 18.24 NAEB40601TX TXV Kit,R-410A-for use with aluminum coils 30,36,42 NAEB40701TX TXV Kit,R-410A-for use with aluminum coils 48,60 ACCESSORIES (for Aluminum Coil Models) KIT NUMBER KIT NAME Used on Model Size NASA00201 FS FRZ THERM KIT ALL NASA001TD TIME DELAY KIT ALL NASA401 LA LOW AMBI ENT KIT ALL NASA012SC HARD START KIT 18-48 NASA014SC HARD START KIT 60 NASA001AC CYCLE PROTR KIT ALL NASA00201SF SPRT FEET KIT ALL NASA001SC PTC KIT ALL NASA401LS' SOL VALVE KIT ALL NASA00201WS WINTER ST KIT ALL NASA403PS PRESSURE SW KIT ALL NASA404PS PRESSURE SW KIT ALL NASA00601CH CRKC HTR KIT 18,24,30,36 NASA00501CH CRKC HTR KIT 42,48,60 NAEA40501TX TXV KIT(for use with copper coils) 18,24,30 NAEA40601TX TXV KIT(for use with copper coils) 36,42 NAEA40701TX TXV KIT(for use with copper coils) 48,60 NAEB40501TX TXV KIT(for use with aluminum coils) 18,24,30 NAEB40601TX TXV KIT(for use with aluminum coils) 36,42 NAEB40701TX TXV KIT(for use with aluminum coils) 48,60 NASA00201SJ SOUND BLKT KIT 18,24 NASA00301SJ SOUND BLKT KIT 30,36 NASA00101SJ SOUND BLKT KIT 42,48,60 Do not use Hard uto TXV with Liquid Solenoid Valve Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 7 N4A3:Product Specifications ACCESSORY USAGE GUIDELINE REQUIRED FOR REQUIRED FOR ACCESSORY LOW-AMBIENT COOLING REQUIRED FOR LONG LINE SEA COAST APPLICATIONS APPLICATIONS* APPLICATIONS (Below 55�F/12.8°C) (Within 2 miles/3.22 km) Ball Bearing Fan Motor Standard on single-phase Standard on single-phase Standard on single-phase models models models Compressor Start Assist Capacitor and Relay Yes Yes No Crankcase Heater Yes Yes No Evaporator Freeze Thermostat Yes No No Hard Shut-Off TXV Yes Yes Yes Liquid Line Solenoid Valve No No No Low-ambient Pressure Switch Yes No No Support Feet Recommended No Recommended Winter Start Control Yes# No No *For tubing set lengths between 80 and 200 S.(24.38 and 60.96 m)horizontal or 35 fl.((10.7 m)vertical differential(total equivalent length),refer to the Residential Split-System Longline Application Guideline. #Required if Low Pressure Switch is factory or field installed. Accessory Description and Usage (Listed Alphabetically) 1.Ball-Bearing Fan Motor 6.Low-Ambient Pressure Switch Kit A fan motor with ball bearings which permits speed reduction while A long life pressure switch which is mounted to outdoor unit service maintaining bearing lubrication. valve. It is designed to cycle the outdoor fan motor in order to maintain Usage Guideline: head pressure within normal operating limits(approximately 100 psig to Required on all units when MotorMaster® is used. 225 psig). The control will maintain working head pressure at low-ambient temperatures down to 0°F(-18°C)when properly installed. 2.Compressor Start Assist-Capacitor and Relay Usage Guideline: Start capacitor and relay gives a"hard" boost to compressor motor at A Low-Ambient Pressure Switch must be used when cooling each start operation is used at outdoor temperatures below 55*F(12.8°C). Usage Guideline: 7.Outdoor Air Temperature Sensor Required for reciprocating compressors in the This device enables the thermostat to display the outdoor temperature. following applications: This device is also required to enable special thermostat features such as Long line auxiliary heat lock out. Low ambient cooling Usage Guideline: Hard shut off expansion valve on indoor coil Suggested for use with compatible thermostats. Liquid line solenoid on indoor coil 8.Sound Hood Required for single-phase scroll compressors in the following Wraparound sound reducing cover for the compressor. Reduces the applications: sound level of the compressor. Long line Usage Guideline: Low ambient cooling Suggested when unit is installed closer than 15 ft(4.57 m)to quiet Suggested for all compressors in areas with a history of low voltage areas,bedrooms,etc. problems. Suggested when unit is installed between two houses less than 10 ft 3.Crankcase Heater (3.05 m)apart. An electric resistance heater which mounts to the base of the compressor 9.Support Feet to keep the lubricant warm during off cycles. Improves compressor Four or five stick-on plastic feet that raise the unit 4 in. (101.6 mm) lubrication on restart and minimizes the chance of liquid slugging. above the mounting pad. This allows sand, dirt, and other debris to be Usage Guideline: flushed from the unit base,minimizing corrosion. Required in low ambient cooling applications. Usage Guideline: Required in long line applications. Suggested in the following applications: Suggested in all commercial applications. Coastal installations. 4.Cycle Protector Windy areas or where debris is normally circulating. The cycle protector is designed to prevent compressor short cycling. Rooftop installations. This control provides an approximate 5-minute delay after power to the For improved sound ratings. compressor has been interrupted for any reason,including power outage, protector control trip,thermostat jiggling,or normal cycling. 5.Evaporator Freeze Thermostat An SPST temperature-actuated switch that stops unit operation when evaporator reaches freeze-up conditions. Usage Guideline: Required when low ambient kit has been added. Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 8 WAI Product Specifications Accessory Description and Usage (Listed Alphabetically) Continued 10.Thermostatic Expansion Valve(TXV) 11.Time-Delay Relay A modulating flow-control valve which meters refrigerant liquid flow An SPST delay relay which briefly continues operation of indoor blower rate into the evaporator in response to the superheat of the refrigerant gas motor to provide additional cooling after the compressor cycles off. leaving the evaporator. NOTE:Most indoor unit controls include this feature.For those that do Kit includes valve,adapter tubes,and external equalizer tube.Hard shut not,use the guideline below. off types are available. Usage Guideline: NOTE:When using a hard shut off TXV with single phase reciprocating For improved efficiency ratings for certain combinations of indoor compressors,a Compressor Start Assist Capacitor and Relay is required. and outdoor units.Refer to AHRI Unitary Directory. Usage Guideline: 12.Winter Start Control Required to achieve AHRI ratings in certain equipment This control is designed to alleviate nuisance opening of the combinations.Refer to combination ratings. low-pressure switch by bypassing it for the first 3 minutes of operation. Hard shut off TXV or LLS required in air conditioner long line applications. Required for use on all zoning systems. Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 9 N4A3:Product Specifications AHRI RATINGS For AB RI ratings certificates,please refer to the AHRI directory www.ahridirectory.org Additional ratings and system combinations can be accessed via the Ratings Database here:Tempstar Ratings ELECTRICAL DATA OPER VOLTS* COMPR FAN MAX FUSE" UNIT SIZ V/PH MAX MIN LRA RLA FLA MCA or CKT BRK AMPS 18(A,G)KF 47.5 9.0 0.50 11.8 20 24(A,G)KG 62.9 10.9 0.70 14.3 25 30(A,G)KG 67.8 12.8 0.60 16.6 25 36(A,G)KF 208/230/1 253 197 79.0 13.6 1.10 18.1 30 42(A,G)KN 112.0 17.9 1.10 23.5 40 48(A,G)KG 93.0 18.3 1.40 24.3 40 60(A,G)KN 125.0 22.1 1.40 29.0 50 w 30GHC 58.0 8.3 0.77 11.2 20 36GHB 71.0 10.5 1.40 14.5 20 C g° 42GHA 208/230-3 253 187 88.0 13.5 1.10 18.0 30 0 48GHB 83.1 13.1 1.40 17.8 30 v 60GHC 110.0 16.0 1.40 21.4 30 36GLB 38.0 5.6 0.70 7.7 15 42GLA 460-3 506 414 44.0 6.0 0.60 8.1 15 48GLB 41.0 6.1 0.70 8.3 15 60GLC 52.0 7.8 0.70 10.5 15 36GSB 36.5 3.8 0.50 5.3 15 48GSB 575-3 532 518 33.0 4.4 0.50 6.0 15 60GSC 38.9 5.7 0.50 7.6 15 18(B,L)KA 48.0 8.0 0.50 10.5 15 24(B,L)KA 61.0 10.6 0.70 14.0 20 d 0 30(B.L)KA 67.8 12.8 0.60 16.6 25 E 36(B,L)KA 208/230/1 253 197 79.0 13.6 1.05 18.1 30 ' 0 42(B,L)KA 123.9 19.2 1.40 25.4 40 Q v 48(B,L)KA 93.0 18.3 1.40 24.3 40 60(B,L)KA 127.9 22.2 1.52 29.3 50 •Permissible limits of the voltage range at which the unit will operate satisfactorily. �•Time-Delay fuse. Complies with 2007 requirements of ASHRAE Standards 90.1 FLA -Full Load Amps LRA -Lacked Rotor Amps MCA -Minimum Circuit Amps RLA -Rated Load Amps NOTE:Control circuit is 24-V on all units and requires external power source. Copper wire must be used from service disconnect to unit. All motors/compreason contain internal overload protection. Manuhehrrer reserves the rIgMto dmVe,at any time,specifications and designs without notice and without obligations. 10 N4A3:Product Specifications A-WEIGHTED SOUND POWER (dBA) UNIT SIZE STANDARD TYPICAL OCTAVE BAND SPECTRUM(without tone adjustment) RATING 125 250 500 1000 2000 4000 8000 18 71 49.7 56.5 62.1 67.6 65.2 59.7 53.9 24 74 50.2 60.9 65.5 67.5 65.0 60.7 54.0 30 72 53.6 60.1 65.7 68.3 64.0 60.9 56.5 36 75 57.4 66.4 70.0 70.2 67.6 64.4 58.5 42 78 55.6 66.7 66.6 68.5 65.2 63.1 58.5 48 76 56.4 63.4 69A 70.4 68.9 69.0 60.1 60 79 59.9 65.5 68.2 70.1 68.4 65.4 61.7 NOTE: Tested in compliance with AIUU 270-2008(not listed with Alnu) A-WEIGHTED SOUND POWER (dBA) withSOUND SHIELD UNIT SIZE STANDARD TYPICAL OCTAVE BAND SPECTRUM(without tone adjustment) RATING 125 250 500 1000 2000 4000 8000 18 70 51.0 57..4 62.3 66.3 63.3 58.7 52.3 24 74 51.5 61.6 65.4 66.8 63.9 60.2 53.2 30 72 53.4 60.7 65.5 67.8 63.6 60.4 54.8 36 75 56.8 65.9 69.5 69.4 67.3 63.5 56.1 42 77 56.0 65.1 66.8 68.4 64.8 62.4 56.3 48 75 56.8 63.1 69.4 70.2 67.7 66.3 59.4 60 79 58.1 65.8 67.9 68.7 66.0 62.0 57.0 NOTE: Tested in compliance with AM 270-2008(not listed with AW CHARGING SUBCOOLING (TXV-TYPE EXPANSION DEVICE) UNIT SIZE required su np(Copper t requ re su ng(Aluminum o "F("C) of(,C) INDOOOR 36 -P TXV 48 -P 60 -P '.TXV must be ordered separately when indoor coil is not equipped with a TXV.TXV must be hard-shutoff type. NOTE:Units are rated with 25 ft(7.6 m)of lineset length. See Vapor Line Sizing and Cooling Capacity Loss table when using other sizes and lengths of lineset. Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 11 NQQ:Product apecifica_ § !■ O%qli § § § § § � � ■ ■ ! � ■ ■ ■ ■ , ■ ■ ! - § � ■| ; ; ; ; | | | | l ; ; ; o | 2 � BBB ■ ; § � ■ ■ r ■ ■ ■ 9 / -- , | „ lam . ; ! ■ . « ■ o \ 2 - ` .e - „ » ` „ | � 7 ■ 2 k $ k00, 0 a § | , � , . # , ! ! ■ ! „ | 0 @ B / ■ $ § � ) | k § _ q , , , , ■ ! ■ ■ ■ � . . � l2EEE2E22 � � 22 | . . . . . . . . . . . . { � \- \ ._ Q ■= = rr = = = rrr = = I \\_ ■ | ' | - - ■ | ' - ' | | ' . _ ■� a in § � § ■ 2 ( § § 222 § 2 § m LU ■ | ! | § § § �} -j . < § § § ; ; k2k § k22k z 0 - | ; | | ; | � ■ ; ; g § § § ; § §p ° § ■ ■ ■ ■ - ■ ■ ■ ■ ■ ■ ■ ��_ � ■ � � � § � ■ » tss § k ` � || !;§! 2 - ■ ■ ; ; . ■ , , , . ; ; ©�2; � ■2 � 22 � � § 2222 § �| /2§m -- � �■ � ■ a � . � � � � � � !! _ _ . ■ $ kk a o | ! 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N O N t0 d q v N a 0 .. a N �o d 0 ~ _a 0 q E o tt1 O � o c N N d � U o N CO _T OR v � C O 3 _ E E oo d ttf r M t0 V v N .Z C O 10 o to . v to 41 cc N E of N Z N d Q v N O y to d N V Z a to o m Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 14 N4A3:Product Specifications N" N N N O [ O to N Co Co 0) 0) O) NNM O O O O O OOOO O A M O O O . A N N N N N N N (V N N N N N N N N N CMMD N N N N N N N N N N N N )AO OMf o Cp rp M N pp ��pp M r � OM cOh m Oj C u) C M V LO Ui r CO CO N Cd 01 01 C7 A O N N aM to pp pCpp �(pp M g N N A O O) A O C., A O (o N A N O A IO r M r W M CD (O In IL� V) CD r r r (0 O (O O O N N A O) O) O (0 CD O (o N r r 0 A N a - - A C N C C C N tp NN Cd CD NN O C C O1 N C of r r r r r r r r - - r r N NC r w r r N N — r r N N r N N N N r r N ^ u) M CO CO OD 00 M M M M M W W W W - r r r r r r •- —r r r N N (V (V N N N (V (V CV N (V N N (V H L y C ) ) N) 809 M W M M o N N N 2o0 OA AA C NMOO9 O C N 0 N C C O N .C w Cd N C 4 6 0) N (C C C CS C7 1` W r r r r r r r r r r r r r r r r r r r r r r N N r r r N N U(o MCO aa((OO 'tu7 O M O (O (O (O (O N L. 00) A Ci NA . CD (0N0 (NO NO NNON 'Nt NN nNM N No - - - - - W - NN - NNN W r WNN N lY HUi � k 0) O O O O N M M M IO Co (p (p (p V7 M (D O) o) O 0) 0) M M M CO _ 1O 0 0 CO CD CD Co CO (o CD CDa. (o (D (O O O O O O O O O O O r r r r r a ~ W (o M Co O N Q N A v A (o r O W 0 M CO O CO W W N tO to r CD L C A M O) O M C7 A A Co N N N N A Of N W A M O N 0 M O O N N N NNr a C O - - - — - (O C Cd r - - - - -�Ui �"i Cd N M A (0 N N 4 a0 � N N ❑ A W •r- N N N OD (0 O Cp N 8 C/ (O N N W tO U 0 O) A (O m m 0 /-- CD w Cd 6CD A A N M A � r p p Cj r Of h r r r r r r r r r r r r r N N N N N N N N N N N N N N N W v7 W �` N N M CD A Co t O O) O) 00 Co Co Co CO CD N N N N N O M (O M ❑ . `R �l '7 'r f• A A n t` CD CO CD CD CD CD CD CD CD CD Z U ++ (tO� M M a A tO pppp O CD r N N O N M W CD CD 0) M N M O M 0) 00 1- 0 7 O A CD ('O A (O (0 O N N CD O O O r M m v (O p- 7 11 a � � � A r O d r (•) wi to Cd r 4 N: 1` A N wi CO Cd Cd m to (r) o) r M f` W* NN (N� v CO A M M .� r r r r r r r N r r N N r r r N N 0 — r r a (� OR IR AM O OR MA N N p p0 CD M1.- /, 1- C C w C r A0 0d 6 ('7 CV � r to � N fV C7 V O N r r r r N r r r r N r r r r N N N N N N N N N N N N N N N CO V aCp p� pp op 0. N� N N N t� (h M M M C M (M b O $ r r r r r r r r r r r r r r r r r r r r r r r r r r r r V � 1 L w O CD M OrC r CO N r CO r M r CO 00 r CD d (D 4 Cd (G 1- r W A Cd W N6 CD Cd aD M o w 0N Itr- A 0) M m U) r r r r r r r r r r r r r r r r r r N r r N N r r N N 0. N M M aa (0 A A r O O N O pp O O O O pp O O O) CO o) CD W CD A W CD CD N M O A r (0 CO CD Of CG A r O) CO Cd C 0Cd Cd CO ^ Oi N N A 6 M N N � C M N M A N r r r r N r r r N r r r r N N N N N N N N N N N N N N C } } } } } } �_Q A o) N .}•.A Ol N .}. N }A O) N O) 0 V N O) N (o N N W N CD (7 (y W N Cd 0i CV O N (0 M N O) N (G C7 fV o) N (C l7 0 2' N v A .- — v A —v fc�V r A v.r... CV v A v v fV .r_.A .r....r...CV v A r v O LL N A r N A N A r N A N A N A N A N A N A N A N A N A n (0 C7 (O 1O A f0 C7 to tO A (0 M CO 1O A (0 (O (O A f0 M CO 1O A (0 l+) (O 1O d 20 (0 (D (O t0 (o •ep >< Ln o LO+i Q c� � w U LL � 8 Co 0 Manufacturer reserves the right to dwmpe,at any Urne,speelfludons and designs without nonce and without obligations. 15 N4A3:Product Specifications yN O 00 Co to It m I M O C) 0 0 — r, N W) O CO M N N N Cn 0 CD 0) 0)O O N N N N C) M 00 Co Co 0 C) W Cf W C! O C> M C) O MMMMMMMMMMMMMMM MC9MMMMMC'MMM � •tMMM H ��pp pp pp�� L M to M Cf t0 Of V' t0 OMD. CO O Cf CO) W n N N N t0 N N O O N N M �- N N CO t0 N m It 0) M M M 41 pp C1 tC O u7 CO M ao CO G w p� t� �(pp op O N N N N N N N N N N N N N N N N N N N N N (O M M (D O CO C) O) M V O (O M M to N O_ W W to- 0) CO N N V; o N r` ";I: CO O M N CO N N N .- LL9 V ~ N N N N N N N N N N N N N N N CI) N N N M�Cn N N N N COO N COO COO A A f` W W f` CO f` CO 00 CO CO Oo V' 1C1 M 1p to 1p t0 1q M M LL7 C CV CN CN N CV N CV N CV N CV CV CV N N CM M C7 M M M M m M M M M M M M H p� Cp L N N t0 pp CO O "t to N M p� In In C'7 IA O) V C� M C7) Off O 00 C CO tl9 f` f0 t0 N O M M C) C) A CD r� r� A r� (n Wi gi .6 N N 'd N ci N N t�z N N N N N N N N N N N M tOO N N N e0 th U m tap (� LL v 0 W COO, In A �Mp tto N Y�7 C)M) �tMpO, co 00) W r- M p00p))� N N COO �pM,' OpM), OCMi, ��p CND CMO, 00). q CO C U H Co N N N N N N N N N N N N N N COO M N N N A CNO 8 (9i 9 M W lY O T Cf to M M N N N O T W M O) V' 0 0 0 M n t0 CO OD M M M . to v tt 't 1p M M to u7 t0 �Iq M O M C4 N N N N N W N N N N N N N N N N N N N N N M M M m M M M M M M M M M M M Ca w ~ ++ Co (0Mrnt0000 Ln 0) m � aarnao00Ln0tn L C N f` t0 N M M M M CO 01 N N V O N '�d M A N Cn . a CO 0 M O�Ciri M (O pp g�p ��pQ f• n O M st a- — — � 0 fV fV R nN N N N N N N N N N N N N m M N N N M M N N N M CO LY a tq � /� pp o �p pp i a 0 0 f• � O C) a 'V' Cf � M a O a A r• (O M 8 8 A 2 t0 � A N N t0 Ri, 1, 4 M e+� tC f` A A pppp aa CV CV CV Cp t•t�(-� t0 �y M .� °' N N N N M N N N N M N M M M M M M M M C'7 M M C7 e G1 w to W T j CD u7 b to M O T C) C) W tD CO M M O M O Co n A � r• M m M ZN N N N N M N N N N F M M M M CO Cp Co CO CD 0) to tb O CD M C) C) C)O O N N CV CV N CV N N N N N N CV CV CV N CV N N N N N N N N N N CV CN N L C) (0 O W — to A M 11 M f` N e- Co A O N E CD O N N N N to M to M tpp0 O N(p �p O W 00 V. 4 M O �N�pp — � CCC��O1 N �q I t CO 04 W CO Co CO CO (0A N N N N N N N N N N N N N N f0 CO N N N N N N N N N N CO n � t°drn88 ;z8N ;91*- mAI- CCoov °c$ � a� Nt�oei8aa�o � tIea `a� `es�ti `$ OD . M N�'z N N M N N N N CNO N N N N COO m CMO tN CNO a COO CMM CMO CMO V M N N N U 8 a �_� `8 '8g `Bg � Fioo �"r � � `. . tau`'� `u�3 `t� u`'�it$ u°'i °�70�' Lq 'RR 'R 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N U r t ++ Cp M f` C) N r.- r` p� Cp r P C�pp to a- r` N tp O 1� CV op M N A t0 (0 N C'7 W M A 8 O M N CO CO f• QO � c0Oa O CO N r O d m 0 N N N N A CO CO CO M M 01 0 � CC M G M C.i CO r: N CO N CM N COO c00 (q N N N N N N N N N N N M M N N N tttppp N to t0 A M f` O O Cn P N a ppp C) A A N a f` to O N r• M v O N N O CO c0 Cn t0 M .. N N M O N CO O � to W CO O Co .- a co O U M M o CD so n M O O Co CO aa — M T M � h aa M A O N N a0 O tC CC m M N N N M M N N N M M N N N V M M N M a M M M N C4 M M M M S } } } } } q;tz A G N� O) N .}.n O) O ;t CO V W N 6 M N C) N (C M C) N CO CM C) N O M C) N CC M CV O) N tC c�7 U O LL N (CO C�fN0 If A f�0 ('�(No N f�0 f7 fN0 ff N i�0 C�W LO A CC ('�CCNo Cf A W M(No N ¢q CO (0 t0 CO CO CO � o Q r I an o CV 8 Ki CO ILL Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 16 N4A3:Product Specifications N op M r• f` t0 O t0 In n W V' N N N N O 0) 0) O 0) LHo7 �ytCC 0NNa vN �v Ivpn CIvnpT Avtp �ptv0p �Ivn atv0 LnatvD CvO nv ptve0� �v�0 Av M� �upi� �ui �tptpi �uhi Ntri Ntri �tri- f�tr`i �tri Ntri ppP M N� MON� MtNMip W t0 O . V; aoMIt r' o 0) NNNNnNNN 2 F1 N N N C n7NN Mi M CO a a pp a a W a 0) CO, tN COO_ � A IR Alaa � n ��} p p CD C^D 4'f tG O O Of OOf O COCpp tC) U M t0'O t CMO COO Cl)O M t7 M N C'7 M Cl)0 CCd OO M M t0'O N t07 CEO Cn0 t00 M f0 M M�p M pp Ctpp N pp �p ppp �Mp N O O O O N N N N Ip ICS fN0 f0 Il1 t0 t0 to o v v v v v v v v v v v v v v v v v v v v v v v v v v v v v H v co .- tOOtrQO � m � g � ti> � tro t t{� � o � at .t ao PM � n C@ N N CO N M N COO N N CNO M C^O N N CO M f; lit Of ad O� v O C CS f� N N N M M N N N M M N M M v v U m Z e� a ...O O A�CM N CO CO �CPpp tOtpp '�At7pp ��pp CMD. p�p�� pp CO � iCC�pp pippp 10. tC0�pp0, � � O O f0�, YOY, � � � CO) G 7 M N N t0 l0 M CO CO Q M t0 M M CO CO M V < COO t00 t00 N 9 p C M g W N M a OI M M N M r- r� A t0 t0 CO A A CO W _ tp M to Iw� CO A CO t0 t0 O)P r• A f` O Of O O O O O W M M CO M M C7 M M M M M M M M v M M M C7 v v v W ~ CO Of O CO r` O 9 CO r` to t0 O O CO O A M 0) O m M CO Q' L tPt�� cc�cpO N Of topo pip ��p '�apr 1� N N pN O� tp0� le tt� t0 O N oO N Of Of CNNO V; O CO N f00 N CO M N M M N N N N M M M N N N CO COO N M N M N M M V v Z � i aT9 Im-4 `Qi, a�o � 8 � °r° � C.) t^ 0� a0—q �it� gt� v � OM; t� F �iv °� � W � c� i V � � A � It � a V)V) AW4 � � V � r aa a� W tNV t�pp ttpp C Z U ; COO, N N N N t0 � M C7 N 4 M V c00 t� VO' t00 L> 1� tC) t00 tN0 tN0 tNO. C O o M M M M M M CO) M M M M CO M M M tM M M M M M M M M M M M M M M U U • v (/) +F 0 0 0 t0 CO t0 to O N f` O t0 a 0) M t0 m O O O M M to a to O Opp) f` fttp�p tip r*t "t - CD N ta0 � O q .-- CoOp fp�� ttp0 N �Np t0 M Co r- N N tOD M �j O t0 N CO N M CO COO COO N CO N V .. N (�f N N N CO M N N CO 0 C7 _ pp pp pp�� d' CO a p tp �pM N O O 10 t0 CO f• p ^ e- N O' O pN Ol M N to Of to O N VLO C O O N N -e COO a V 'i! V t0 7 a O V V V v V L Q. p p pp�� pp pppp CCpp CCpp pp�� pp�� CCpp O O O N 0 0 0 N 0 0 0 CO f` to . -: M tZ. Of Of Of 01 � O � � � � � � N N N N N p N N N N M M M M N M M M M M M M M M M M M M M M M M M M M C) t L 4+ ++ m 0)2 ^ 0 O Aa pp �a V �N CO d MCM V f: V C � Ci vtNM V N M M V N M t'O •V V Q M O N N tT a 08 v W e- 0 W O O O CO CO 01 N O M t0 t0 Of CO N v t0 0 O M CO CD O f� M I- U1 t0 Lq N q N CO O r� t0 I- e0 O rl °D � vVe00avvvvt� vvvv - v4 4vu�, vvv � t� vvvv W N o; ol '6 mNtdvamNtdv � wnCdviF4 td6 rn � tdM `��N h N W N N f` W 2 W to h W C7 t0 1A h t0 M t0 1p r� fD � tp to 1� t0 � t0 to 1� t0 Co t0 49 � O t0 t0 t0 y U N W) N Manufacturer reserves the right to change,at any time,spect nations and designs without notice and without obligations. 17 N4A3:Product Specifications fA� N - - - - M t0 N N N M t0 N 7 M M M M Iq � � v, a t0 NIq Ot0 t0 to to CO W CO CO Wt0 to Wt0 CID WH �tpp 11�n 11�n pp p� 1� 1� L p ippp 0) CO N 01 I(� In t�0 EO M O O COO N N, 7 C pppp ttpp pp pp�� t� p p M 0) M In 1-_ pppp t0 O O t0 r- M M O.$ O A In lO O IO th O O 01 PI: N V Invvvt`�ile ° vv `I°n vlLnu� g yj SC^OEND228conRaa M M M In O �mi�Wi N tO N (0 to tO tri ui H • .r pp ttpp pp�� pppp A .� L N M 07 �p A C tV tV C r- th M* lM ap M M M VOMVVWW a Ill 10 N pOp W i O $— r- CO N h 0) 00 LO O h A M N CO O O V M 01 N O ED O tD n A M to O e- r- w � Eo ED t0 t0 a EO ED W N 01 O O N N N N IA MNt 't .� lL to Ili to to Iri to tci to Iri LO to Ili W to a � w {{}} M O r N O t0 O M t0 M Ol NM vt. L C A In EPEpp N M W N a N h 1E�D a I P"t 1r,�Z CO (ry M t00 �7 tNO IO of to tl') .7 .a Zt� oo a pppp a v W tC1 00 O M N t0 N N OMf. END � n CM,, N Jo � Mvi° a "Irk "Ir� llt� lto °af3t� I� t�it`ooI°� I'oOI'oottoo wok O w z 9 UJ V ED A tp N I1lni O) O M M O O O �+ f7 t0 A t0 t0 tO W OD 1,O n O 01 01 0) q .� C Z V V V V V V V .4 4 M V 4 4 bv�i3 y L H vo (Dp1p In m rnpprn W 000) w � A t0 Of t0 M 4) N 01 O to ' c 2U9Aaa � �i a c p�p� ^ IO tD t0 CO M EO 0) CM 9 - a 0) •O v LO O t0 M tO r- r-- t0 t0 f` 00 EO ED G'�N • V CID t0 Ill LO tD t0 IO In LO CO 0 » p p 9 O� appp a I{nn t{on tton 'V p Q N M N N N N R tM7 A M C1 In V; •Y 'tF I�I i a ' v v L boo ++ M M n O LO to 88 V 2 VW Lr-O 01NEt8 � � �' � oo �a m m t7 tC t0 �Uri 14 EO n tD iC O O o p u 2 tq v v in to M v v lei In M -W le to to Eqr 9 w 3 N r s °Wp 3 Q t+j 6W in V tM0 A Ln 121 ru-I � EMD A a U ID� ~ Go t`�otO7it°�i `u� to CO °rit°Pi � c� (0Coo000 � g� g�� to g .O a rn N tO M l ry� CDN 6 6 lry�t 6 N ro 6 � � •a g 3,55�3 O LL N P N � N A ��''N � N A N P o u U u ACT U H n t0 M t0 In t0 l9 0 LO 1- 0 M t0 to b i�CO �u qQ (O f0 y o .O.a'9. 8yaW Q CNI i }V Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 18 N4A3:Product Specifications p tyNNt� NNNNNNNNNNN Sgq � mwmm � W� a W m � �., m `S � � � � � `v3nhwu� �iSS2 ,S ppN N N N N N tV N lV N N N N N N N N N N N fV N N N N N N N N N I M 1 V! t7 t+! 6 Oi Ci tf ti 6 14 6 tj Nm 5! c N Hl f4 `r 4 cd 1z � O�G C' N 0 W SC aIdC O`r a�CN h N Om tSroH P �■• 'qN oerAi, �+. g `ra, NBm � �in � � vAi, � m � m � vry� nm S, S nyt• 7Vw6 a�r��eVj}Ys ••• pm-6N0mAOhhat qqt9ANhttaYYmW7Ci�ll, $mWOYAOr•1N(OrmOeQNCmWO�l YWWeNONmO>!QfyNalAmpO7�jj t�'�mnHN�pttOOp0rii, m'Qmt.aYAONC7-f MmHtVOmYAO0 t�tfmOmAOAO0pi, trOmHYpVhVNOfj mlmN1lONAmV(•11 toOpt<lO�A0o�l m$AWOt'mYln+l nWpOtCvOm�pfi •• NmNtN�NONNVS NtW1NRNONm•.11 aQH�N'��m'O}}NOpom�mNtNAD aNrNrANNAm'.?1 NtYmNtrNryNNfN+0i 1 l<roNNtAryaVDG NNAv�G�G0mlN'mhi lNNoN1pN0�tm(VV!NfNNQoWNGtNmmA+f NY�t�NNNn�qOYN�Oi WmNNrmmONti0 NHmy�tGGNtpS7G NNHNNNOAN lN(NON�OWmS pV •• �ttNNOAtvNyo.!i�lN�NNttW!ANOmp7oi7l,ONvNVaCAaamANNOtef�°eNmNNtONmmWnV O�N NpVD' `NHtm�QN�aaCNOOmeNaYO1�i,aNON1NmNOvFYAMN?.lii NHpNONNmNutSA�N•i3i1,N�NOip�WO1poNNmmmNNMsO,N9ft�mN&ONymNNOtryN NAutNN�NtNSN{tmmm Pl th :f V Ol mO^ I; N N N O C4N tV N N N N N N N N N N N N N N N N N tV t M ti t I ti ti 'i 7 2 � A A I w N GNmNA O A N N N N N N N N N N N NO G NN N N N N N N NIn o Wv N o a �� W4 � 0 W W W " � � � IVr-- m 14 1 m Ct N N G F WN N N N NNN ND ir o gpQNCNSNAvNtNmmoNaNAt++>,ilfj J N F. W� Al9 6 mCD Wto tO N tW.f ft! 0 al A x pN N N p 'NN! NN NN ON NN mN N N ti YN ON N N Ot+1 N N mA � V W a O WA.6 .6 m NNN p N N N p N N N N j' g g v a a a a 4 434 °�, a v • m m mmmm a NW, NW, eNi, " m •r v n v o W W m m O O t� t+f t+� O All NNNNNNNALB2 `AA N N tV eV N eV N N N N N lV lV N N U $ .. m A A A t�i o o toy „ t�{ tvd, nWi, m °r° t�i, m U1, a `�, r' ro t°Yi, a m e°�i. tgi. N q gi, 14 ry m n o Z 0pGpp O�� 7 mm o W NN O� a� N eNp p� N N m N N pN{Nyam N N pN N � N pN N pN A 0 f7 O � � N m N A N N N N N N N N N N N N N N N I N N N N eN+! N N N N tN+) N N N N J Q �f N m A A A A m W W W p m A A A W O P! O C Y Y a l.! V1 C7 t7 g m m m m •' YS N N N N N N N N N N N - - - — H m — m m m A A - P A A A A A O O O O O O O O O O CON N N N N N N N N N N N N N N W U N m 0 W O O Y N r A N W YNf A O Cp ry .N- Q A W14 6 0 N N N N m m N N m N N N N N N N N m N N N N Ua Wq p pp p m Nt� OO mm q m �y q W p a p O OND tA�i U M Ol N T Y n H m V N O m OWf. .�- O (iAyO pO W Yl N {tty7y . l+l th l� tt�ty+D�, CONpD, A rr nn F N W A A m N W A A A N ' m m m N N N N N NNNNARNMANA t� Cqi N N N tq N N N N eel t+l N N N V CR z QWLL C,yLV YWv ryH^� �:.O....N�f Sryam .ItG..N...N�YO..i. W.... NNL` O t�y .htG..W...NO 14 C U) ' AO r m Pt.D... W....r m H m N N m H m H A m C>' m i( A m eH m N A OAD Cf aND N G U 0 m 0 0 W i ua C Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 19 N4A3:Product Specifications � I"., pl: 1% pl: adR o88 288888 V O O Y f Y Y Y Y Y Y Y r � f Y Y O Y f f O f O 0 Y O f f Y vi ,ri N ,ri Ofl vi vi vi Yf ,ri ui vi vi h eri • a nm NW eNm p mtN0 N pma0 Nm ry Nf Nln�l, ♦WO, NY NQ RN BN N pt+/ �N °3eN+�l 3HaaS! Stp7i �N N•? o�Np RIQ xR ;Ev 3 F iNNa aNmNA 9 A 0S2 0 N � V pp m O O In N N Y N N N r !7 m O A m O Y IY�, Yf l� ry 0 0 OD ry ry • Op pp p yy�l pp p� mO m p pmp op tttyyy pp �Opp a ♦ a pp a yN� ♦Y m m F lel N N N N O.1 N N N N t+i N N N N CM M e7 N t•1 t7 lh e+l lh N tl! l7 f l7 to ti f M l•! N f N l✓7 t+! t0 R aD m Obi N m m m Q N N N N Pl N ry a`! aY ie! t l t+f tel N ♦ O Y V O O 00 W di 0 0 0 6 0 W 16 0 0 }} N M ,+) Hl Hl lh Hl Ol Ol !f t7 Pl Ol M Ol O O f f f f f O O Y Y O f �f Yl Y O f f In Ifl m ui vi N NW H ¢ F!`�. •► e°� ryanry � e4; "ae{, eo, o � 9l is RS3Rm � $ ".F, 3 m N $ ryry IX,I$, � � iR ryrm�, � � rY., �j A Yi! oNF1 � P9 �' NfB £9R98i0Ra i3XiNFlRNNi6RRpf8N � � Ri9 � fi3F3NFti9 � ; SOFl � fi2 �i N A N e9 e�i, m� `Yu�f ♦N ,♦m`I tN� °m�, m�i {��i Q�p �eIm f tmN.l aN �Ny (+NJ lN� N t�f pNp mN mN N 1N� N t�l N pN tq�! �eN�pl mM mN (A (A �NN�I INS INS N A 9 3 A f t��f N 9 9 f M t+l f O f Y Y Nm O i . I I OI m I N `ell 0 0 0 0 0 f O O f � � INIf. 1!{ vt If/ m 21 N 8 ei ei of nl a7 en en n en n ei ni ei ni t7 Ol t7 t•! to en ei en eq M Hl v e T Y Y Y Y Y f f f f Y Y Y Y v v O v W O 4 pp 9 m NN f pp op NA NeG q N 6 A e.l tY !� 1� N N pl N I$ t.! . N eQi N i7i e N el e4i n 8 N Ix tN•1 g $ N N l•1 N N N Y Q } m& 8883RF3R86Msalee RR V :E R:28 9128a & R f� FA08 3 $ RA15t �2+ 99FI9529isll$ 9i9 Mx :Wpis3838l � e0 °0014A9944ASSS W Z 00oam 0F1 GR Si RIMRn 'n >a; RR88m8888nn YNo00 F! $ mb` S88Rg � � � � � si vi of ei ei e•i vi N wi N wi vi ni vi A vi a' e•i M vi vi wi ri ei of ei ei e•i N ei a ei ei of e•i v � v a e e a a � a Z O V A A N A O m a W ry o gi, • Rl, �i, m ry i3i, iQ n n ry in m m le o m o N a o en�l m 8 ry m ry 'i ry� r.o� g m �n n Y v pq� �ey� �{pp pp o eppp pp a N N N N e? OI N N N N N N N N N l+! N N N M eml N N N M N N l7 N lnl l+l N Vl ell N N l7 Nl lh ` N !7 O Y J W y Q $ �NmlAel, m �i, n 1rp el m n n h ep ry 7NNnA N eX R 8 to f e°9i tel 8 8 Y Pl 8 8 8 Y 8 t7 en n Y f V g M Y f a f g f � f f Y J � �l ey �y p �p �Opp a♦ ee.�I ppll . f ♦ t� �+l �+l �l ♦ ♦ f o p p q O N aD R R Ol 8 tD !AO i0 W m W P ry N m m m N N N ry e�j eX, !1 i$ tq ix % H S Yf m m m m 0 8 8 m m m fV eV eV eV eV N N IV lV eV N N N eV lV V! t7 Of eel Ol N N t l l+l t7 t7 ell l•l Nl Ol lh eh 07 Al lel Hl e•j e7 fel Ol !1 lh l+l l l M U .• p i$ n ��Nl �Bl ., {o�q In emesrl romm o p� m ��011 yrymp im., e°p'o, g e�, m o Coro fop V SZ N N N tOel eN�l N N N t7 N N N N {�'! Nl N N N l+l 1.1 N th N Hl N, N l7 tef I tml N N N Nl O N eN+l M O N eel e l Y L � Eggs erl m eel m a m m N14 tp tp p q �p �.l pp eel _ 1m4 mO �ml �Nl W OD mO a♦^- ♦O emes�l papD ♦Na ONl yO� R p CD O OnD ��(fl O Q Im•�m), mYm mO O{ mWm f qq aNa m� 9 9 Y tmmp tNe�rl t+Oer/l m h m a 7 G N N N N 7 M N • e7 m N f 119 Y O N f tl l7 M N f O f Y N f f f Y n Y J Q € m m A A A Sasso, m A 188383 8 ♦ ♦ ♦ IN m m m m f f N 9 t7 ;yV^,Z' 4 N m N m 4D N N N N N N m m m 999 m m N W Qi N m O O O O O N N N N N N N t9 NNNNNNNNNNNNNNN NNNNNNNN N N ni ei ni 14 ei vi ei ai e5 aiH 6 �i 1 ei eb e•i �i 66 W p $ (�p3 $ °♦' ��y �� y �� mo � y� mm � p� ��e (mOp� p� m� ry� mm� � � �3 �glp� m � �m3 �♦, ��1 �31 N N N Pl tel N N N R 8 N N N 8 8 N N N eYi tef N 8 N 8 e°Dn N n M 3 S ie R r'o 8 e N 8 S N eel eel Y Y a Q +Q . m m M m^ m N N N m Ce Y♦ A N m p m �p N m m N N n N N m y. tt�� Em. m . 24 !a n {y U ■ a � A N n � N n m l7 m m Y S m b IA O m l� OI m m n m i0 m m T M A Q m 8 lh � EO f0 S3a < � 2 tt rr O �.� .. N f r W V nmNY $rye F;m v nmryY ry m eYro � ei e`166 mnm � mry ro b w ry ed � mc4 m14 ro � o`f Ned ' mnm � A m i0 H A m R m N A m eel ONO b A 4nD m m h A m l7 m h A tp t7 m N No t7 m b A m l7 m h A OD m N Uc (O f0 OD OD fD O W J W G Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 20 N4A3:Product Spedflcations IC z It 8mAl2m 2N Q ep t�py, ;: 2 2 A A m O A 29 514 `a3 $ $ 4a 3 V pp 4q�� a q'Y 1414N mmmmmmmad o �c au ae aemm o y > o o � e �u � � umi u� m u rrq p� tip; � o 0 oro i� eap e�p eo � n vWi Yf Yf N Y! N YI N 1f1 h 6 Y! N Yf �f �Ipp t{Vy Go m a C b cD .x3 m Fp4 mmm m O �y�Iy N f Q y Oy�� !I qA N A m 'O (yy t� m pp pO (mp (mp �� • to I� � � � � tl IA R f O �N A iA �. 9lSl � � 8x53 � � 93x � P1 �� W � YI IA N N Ifl N 1f/ N IA N If) IA Y! Yf N V�� Z bey ai temp ♦ m �y ��_+� U n O D $ aD Y) N acq (� e1j �e $ v �nyi � � � 3iF � 3v4 R wUU o W u W u- CA C Cy9 `� 9 O n 3 � mo3ffi � O a r G ieiav ♦ eeoeveYv . K « � �� m � ♦na m�m I�IAA {r�{r�� <e< rm�m�, n mrym mrym ImTmi, I�A�ypp `Id CCaev� y.. U 1A�pp l+pf (e��ppi �1A� I♦♦� 10 W� pmp frp t� aR O m�m �tmA�p� a�1^p N aR T JO O m N If/ N m N IA N m m IAA N N L U[in J q g � 8 N .r e v e + e a v i e v a Y e e • W_ � � b.9 F' y s9.�" 8 .�� •� p A a V � � m� iPi• poi �Np ma i� a� m � g � pa On ry Go .U�W ps,� ��'J' •� H °a8 °' 00 f° °1m IO N N N OA t0 m m p A m 8'g `� 8 Z �w� � _ { pgaw O Y A (y T W ll�Vry{ IZ fL V W L r ^v C A L H ��a7 pip 'O T7 V WUL �aAo � muAinm � rovAf � ml� min 3�`-'.�.w9 S'RWR YiU 4� y �3 � W a �a: g °3 °c�9 1, � a LU y isl W Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 21 N4A3:Product Specifications CONDENSER ONLY RATINGS* (Copper Coil Models) SST CONDENSER ENTERING AIR TEMPERATURES°F(°C) 55 12.78) 65 18.33 75 23.89 85 29.44 95 35.0 105 40.56 115 46.11 30 TCG 16.90 15.70 14.60 13.60 12.60 10.50 V7. SDT 71.20 79.70 88.40 97.90 107.30 126.60(-1.11) KW 0.88 0.99 1.10 1.24 1.39 1.78 35 TCG 18.60 17.40 16.20 15.10 14.00 11.80(1.5 SDT 71.50 80.80 89.50 98.90 108.20 127AO KW 0.86 0.98 1.10 1.24 1.40 1.78 40 TCG 20.40 19.10 17.90 16.70 15.60 13.20 11.80 (4.44) SDT 73.50 81.90 90.60 99.90 109.20 128.70 137.60 KW 0.87 0.98 1.10 1.24 1.40 1.80 2.03 45 T 22.20 20.90 19.60 18.40 17.20 14.60 13.20 73.40 83.10 91.70 101.00 11 .30 129.40 138.50(7.22) KW 0.84 0.97 1.09 1.24 1.40 1.80 2.04 50 TCG 24.10 22.70 21.40 20.20 18.90 16.20 14.60 (10.0) SDT 74.30 83.50 92.80 102.10 111.40 130.40 139.50 KW 0.83 0.95 1.09 1.24 1.40 1.81 2.04 55 TC 26.10 24.70 23.40 22.00 20.60 17.80 16.10 (12.78) SDT 75.50 84.80 94.00 103.30 112.50 131.50 140.30 KW 0.81 0.94 1.08 1.23 1.40 1.81 2.04 30 TCG 18.60 18.00 17.40 16.60 15.80 14.90 13.80 (-1.11) SDT 78.20 87.90 97.80 107.70 117. 0 127.80 138.10 KW 1.03 1.19 1.39 1.61 1.8 2.19 2.57 35 TCG 20.60 20.00 19.30 18.50 17.60 16.60 15.40 (1.67) SDT 79.80 89.50 99.30 109.10 119.10 129.20 139.30 KW 1.04 1.20 1.39 1.62 1.89 2.21 2.59 40 TCG 22.70 22.10 21.30 20.50 19.50 18.40 17.20 (4.44) SDT 81.40 91.10 100.80 110.60 120.50 130.50 140.40 KW 1.04 1.21 1.40 1.64 1.91 2.23 2.60 45 TCG 25.00 24.30 23.50 22.60 21.60 20A0 19.10 (7.22) SDT 83.10 92.80 102.40 112.10 121.90 131.80 141.60 KW 1.04 1.21 1.41 1.65 1.92 2.24 2.62 50 TCG 27.50 26.70 25.80 24.90 23.80 22.50 21.10 (10.0) SDT 84.90 94.50 104.00 113.60 123.30 133.10 142.70 KW 1.05 1.22 1.42 1.66 1.93 2.26 2.63 55 TCG 30.10 29.30 28.30 1 27. 26.10 24.80 23. 0 (12.78) SDT 86.70 96.20 105.70 115.20 124.80 134.40 143.90 KW 1.05 1.22 1.43 1.66 1.94 2.27 2.64 30 TC 26.40 24.90 23.20 21.70 20.20 18.70 17.10 (-1.11) SDT 71.50 80.00 88.80 98.10 107.40 116.70 126.00 KW 1.43 1.58 1.75 1.95 2.18 2.44 2.74 35 TCG 28.80 27.50 25.50 23.90 22.20 20.60 19.20 (1.67) SDT 71.70 81.30 89.90 99.20 108.40 117.70 127.20 KW 1.41 1.58 1.75 1.96 2.19 2.45 2.76 40 TCG 31.90 29.60 27.90 26.20 24.40 22.60 20.70 (4.44) SDT 73.40 82.00 91.20 100.30 109.50 118.70 127.90 KW 1.42 1.57 1.76 1.96 2.20 2.46 2.77 45 TCG 34.60 32.60 30.50 28.60 26.60 24.60 23.30 (7.22) SDT 74.50 83.50 92.50 101.60 110.70 119.70 129.40 KW 1.42 1.58 1.76 1.97 2.20 2.47 2.80 50 TCG 37.40 35.60 33.40 31.10 29.00 26.70 25.40 (10.0) SDT 75.80 85.00 94.00 102.90 111.90 120.90 130.50 KW 1.41 1.59 1.77 1.97 2.21 2.48 2.81 55 TCG 40.80 38.60 36.10 33.80 31.50 29.10 28.00 (12 78) SDT 77.50 86.50 95.30 104.30 113.20 122.10 132.00 KW 1.41 1.59 1.77 1.98 2.22 2.49 2.83 Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 22 N4A3:Product Specifications CONDENSER ONLY RATINGS* (Copper Coil Models) (Continued) SST CONDENSER ENTERING AIR TEMPERATURES°F(°C) °F(°C) 55(12.78) 65(18.33) 75(23.89) 85(29.44) 95(35.0) 105(40.56) 115(46.11) T G 30.70 28.50 26.70 25.10 23.50 21.90 20.00 30 SDT 70.70 80.00 89.40 98.80 108.20 117.60 127.00 KW 1.61 1.94 2.21 2.47 2.73 3.03 3.41 35 TCG 33.70 31.40 29.50 27.80 26.10 24.30 22.20 (1.67) SDT 71.80 81.10 90.40 99.80 109.20 118.50 127.80 KW 1.58 1.91 2.19 2.45 2.72 3.03 3.41 40 TCG 36.90 34.60 32.50 30.70 28.80 26.80 24.60 DT 72.90 82.20 91.50 100.90 110.20 119.40 128.60(4.44) KW 1.55 1.89 2.17 2.44 2.71 3.02 3.41 45 TCG 40.40 37.90 35.80 33.80 31.70 29.50 27.10 (7.22) SDT 74.20 83.40 92.70 102.00 111.20 120.40 129.50 KW 1.53 1.87 2.16 2.43 2.71 3.03 3.41 50 TCG 44.20 41.60 39.30 3 .10 34.80 32.40 29.80 (10.0) SDT 75.50 84.70 94. 0 1 112.30 121.40 130.50 KW 1.52 1.86 2.16 2.44 2.72 3.04 3.43 55 TCG 48.20 45.50 43.00 40.60 38.10 35.50 32.60 (12.78) SDT 77.00 86.10 95.30 104.40 113.50 122.50 131.50 KW 1.52 1.87 2.17 2.45 2.74 3.07 3.46 30 TCG 38.00 36.00 33.90 31.90 29.70 1 27.60 25.30 SDT 73.20 82.30 91.40 100.60 109.80 119.10 128.40 KW 1.95 2.20 2.48 2.80 3.14 3.53 3.95 35 TCG 41.90 39.70 37.40 35.10 32.80 30.50 28.00 (167) SDT 74.80 83.70 92.80 101.90 111.00 120.20 129.40 KW 1.97 2.22 2.50 2.81 3.16 IN 3.97 40 TCG 46.00 43.60 41.10 38.70 36.20 33.60 30.90 (4.44) SDT 76.40 85.20 94.20 103.20 112.20 121.30 130.40 KW 1.98 2.23 2.52 2.83 3. 88 3.56 3.98 45 Tea- 50.30 47.70 45.10 42.40 39.60 36.80 33.90 (7.22) SDT 78.10 86.90 95.70 104.60 113.50 122.50 131.40 KW 2.01 2.26 2.54 2.85 3.19 3.58 4.00 50 TCG 54.90 52.10 49.20 46.20 43.20 40.20 37.00 (10.0) SDT 80.00 88.60 97.20 106.00 114.80 123.70 132.50 KW 2.03 2.28 2.56 2.87 3.21 3.60 4.01 55 TCG 59.70 56.60 53.40 50.20 46.90 43.50 40.10 (12.78) SDT 81.90 90.30 98.90 107.50 116.20 124.90 133.60 KW 2.06 2.30 2.58 2.89 3.23 3.62 4.03 30 TCG 39.10 37.90 36.60 35.10 33.40 31.50 29.40 (-1 11) SDT j43 .80 82.00 91.40 100.60 110.00 119.20 128.40 2 5 2.98 .45 4.60 35 TCG .00 41.70 40.20 38.60 36.80 34.80 32.60 (167) SDT .20 83.40 92.60 101.90 111.10 120.30 129.40 KW 2.04 2.29 2.61 3.01 3.49 4.03 4.64 40 TCG 47.20 45.80 44.20 42.40 40.50 38.30 35.90 (4.44) SDT 75.80 84.90 94.00 103.20 112.40 121.50 130.50 KW 2.06 2.31 2.64 3.05 3.53 4.08 4.69 45 TCG 51.80 50.20 48.40 46.50 44.40 42.10 39.50 (7.22) 7 .40 86.50 95.50 104.60 113.70 122.70 131.70 KW 2.08 2.34 2.67 3.08 3.57 4.12 4.73 50 TCG 56.70 54.90 53.00 50.90 48.60 46.10 43.30 (10.0) SDT 79.20 88.10 97.10 106.10 115.10 124.00 132.90 KW 2.10 2.36 2.70 3.12 3.60 4.16 4.77 55 -TCG-- 62.00 60.00 57.90 55.60 53.10 50.30 47.20 (12 78) DT 89.90 98.80 107.70 116.60 125.40 134.20 KW 2.11 1 2.38 1 2.73 13.14 3.63 4.19 4.81 Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 23 N4A3.Product Specifications CONDENSER ONLY RATINGS* (Copper Coil Models) (Continued) SST CONDENSER ENTERING AIR TEMPERATURES°F(°C) °F(°C) 55(12.78) 65 18.33) 75(23.89) 85(29.44) 95(35.0) 105(40.56) 115(46.11) 0 • 30 TC 53.70 51.10 48.30 45.40 42.30 39.20 36.10 (-111) SDT 75.80 .90 94.10 103.10 112.20 121.30 130A0 KW 2.65 3.00 3.38 3.78 4.24 4.77 5.38 35 TCG 58.90 56.10 53.00 49.80 46.50 43.20 39.70 (167) SDT 77.50 86.60 95.70 104.70 113.60 122.60 131.60 KW 2.72 3.06 3.43 3.84 4.29 4.82 5.44 40 TCG 64.60 61.40 58.00 54.50 50.90 47.20 43.40 (4.44) SDT 79.40 9 .30 106.20 115.10 124.00 132.90 KW 2.79 3.13 3.50 3.90 4.35 4.88 5.50 45 TCG 70.60 67.00 63.30 59.40 55.50 51.40 47.30 (7.22) SDT 81.40 90.30 99.10 107.90 116.70 125.40 134.20 KW 2.87 3.20 3.56 3.97 4.42 4.95 5.56 50 T 76.90 73.00 68.80 64.60 60.20 55.70 51.20 (10.0) SDT 83.50 92.20 100.90 109.60 118.30 1 . 0 135.60 KW 2.95 3.29 3.64 4.04 4.50 5.03 5.64 55 TCG 83.60 79.20 74.60 69.90 65.10 60.20 55.20 (12.78) SDT 85.80 94.30 102.90 111.40 119.90 128.50 137.00 KW 3.05 3.38 3.73 4.13 4.59 5.12 5.73 NOTES: °Tested combination. t Total and sensible capacities are net capacities.Blower motor heat has been subtracted t Sensible capacities shown are based on 80°F(27°C)entering air at the indoor coil.For sensible capacities at other than 80°F(27°C),deduct 835 Btuh (245 kW)per 1000 CFM(480 L/S)of indoor coil air for each degree below 80°F(27°C),or add 835 Btuh(245 kW)per 1000 CFM(480 US)of indoor coil air per degree above 80°F(27°C). #Detailed cooling capacities are based on indoor and outdoor unit at the same elevation per AHRI standard 210/240-2008.If additional tubing length and/or indoor unit is located above outdoor unit,a slight variation in capacity may occur. °°System kw is total of indoor and outdoor unit kilowatts. tt At TVA rating indoor condition(75°F edb/63°F ewb).All other indoor air temperatures are at 80°F edb. EWB-Entering Wet Bulb NOTE:When the required data fall between the published data,interpolation may be performed.Extrapolation is not an acceptable practice.1. °AHRI listing applies only to systems shown in Combination Ratings table. KW-Outdoor Unit Klowatts Only. SDT-Saturated Temperature Leaving Compressor CF) SST-Saturated Temperature Entering Compressor CF/°C) TCG-Gross Cooling Capacity(1000 Btuh) Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 24 N4A3:Product Specifications Condenser Only Ratings (Aluminum Coil Models) SST CONDENSER ENTERING AIR TEMPERATURES °F(°C) °F(°C) 55(12.8) 65(18.3) 75(23.9) 85(29.4) 95(35) 105(40.6) 115(46.1) TCG 15.70 14.70 13.70 12.70 11.80 10.90 9.90 30(-1.1) SDT 70.80 80.10 89.40 98.90 108.30 117.70 127.10 KW 0.85 0.97 1.09 1.22 1.37 1.54 1.74 TCG 17.30 16.20 15.20 14.20 13.20 12.20 11.10 35(1.7) SDT 71.90 81.10 90.50 99.90 109.30 118.60 128.00 KW 0.85 0.98 1.09 1.22 1.38 1.55 1.75 TCG 19.00 17.90 16.80 15.70 14.70 13.60 12.40 40(4.4) SDT 73.00 82.30 91.60 100.90 110.30 119.60 128.80 KW 0.84 0.96 1.08 1.22 1.38 1.55 1.75 TCG 20.80 19.60 18.50 17.40 16.20 15.10 13.80 45(7.2) SDT 74.20 83.40 92.70 102.00 111.30 120.70 129.90 KW 0.83 0.95 1.08 1.22 1.38 1.56 1.76 TCG 22.70 21.50 20.30 19.10 17.90 16.70 15.30 50(10) SDT 75.40 84.60 93.90 103.20 112.50 121.70 131.00 KW 0.82 0.94 1.08 1.22 1.38 1.56 1.77 TCG 24.70 23.40 22.20 21.00 19.70 18.40 17.00 55(12.8) SDT 76.70 85.90 95.20 104.40 113.70 122.90 132.00 KW 0.81 0.93 1.07 1.22 1.38 1.56 1.77 TCG 21.00 19.90 18.80 17.60 16.30 15.00 13.70 30(-1.1) SDT 70.40 79.70 89.10 98.50 107.80 117.20 126.50 KW 1.16 1.28 1.43 1.60 1.79 2.02 2.29 TCG 23.30 22.00 20.80 19.50 18.10 16.70 15.30 35(1.7) SDT 71.60 80.90 90.20 99.50 108.90 118.20 127.50 KW 1.15 1.28 1.42 1.60 1.79 2.03 2.29 TCG 25.60 24.30 22.90 21.50 20.10 18.50 17.00 40(4.4) SDT 72.90 82.10 91.40 100.70 109.90 119.20 128.40 KW 1.15 1.27 1.42 1.60 1.80 2.03 2.29 TCG 28.20 26.70 25.20 23.70 22.10 20.40 18.70 45(7.2) SDT 74.30 83.50 92.70 101.90 111.10 120.30 129.40 KW 1.14 1.27 1.42 1.60 1.80 2.03 2.30 TCG 30.90 29.20 27.60 25.90 24.20 22.40 20.60 50(10) SDT 75.90 84.90 94.10 103.20 112.30 121.40 130.40 KW 1.13 1.26 1.42 1.59 1.80 2.03 2.30 TCG 33.70 31.90 30.10 28.30 26.40 24.50 22.50 55(12.8) SDT 77.50 86.50 95.50 104.50 113.50 122.50 131.40 KW 1.11 1.25 1.41 1.59 1.80 2.03 2.30 i TCG 24.50 23.30 22.00 20.80 19.40 18.00 16.50 30(-1.1) SDT 73.30 81.70 90.40 99.70 109.00 118.30 127.60 KW 1.39 1.53 1.70 1.89 2.12 2.37 2.66 TCG 27.10 25.70 24.30 22.90 21.50 19.90 18.30 35(1.7) SDT 73.80 83.10 91.70 101.00 110.20 119.40 128.60 KW 1.38 1.54 1.70 1.90 2.13 2.38 2.68 TCG 29.70 28.20 26.80 25.20 23.70 22.00 20.20 40(4.4) SDT 74.80 84.00 93.40 102.30 111.50 120.60 129.70 KW 1.37 1.53 1.72 1.91 2.14 2.40 2.69 TCG 32.60 31.00 29.40 27.70 26.00 24.20 22.20 45(7.2) SDT 76.50 85.60 94.60 103.70 112.80 121.80 130.70 KW 1.38 1.54 1.72 1.92 2.15 2.41 2.71 TCG 35.70 33.90 32.20 30.40 28.50 26.50 24.40 50(10) SDT 78.30 87.20 96.20 105.20 114.10 123.10 131.90 KW 1.39 1.55 1.73 1.93 2.16 2.42 2.72 TCG 39.00 37.10 35.10 33.10 31.10 28.90 27.00 55(12.8) SDT 80.10 88.90 97.80 106.70 115.60 124.40 134.00 KW 1.40 1.56 1.74 1.94 2.17 2.44 2.77 Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 25 N4A3:Product Specifications Condenser Only Ratings (Aluminum Coil Models) (Continued) SST CONDENSER ENTERING AIR TEMPERATURES 'P('C) °F(°C) 55(12.8) 65(18.3) 75(23.9) 85(29.4) 95(35) 105(40.6) 115(46.1) TCG 30.10 29.00 27.50 25.80 23.80 22.00 20.00 30(-1.1) SDT 71.70 81.20 90.60 99.90 110.00 118.30 127.50 KW 1.65 1.95 2.21 2.45 2.72 2.99 3.35 TCG 33.40 32.10 30.40 28.60 26.30 24.40 22.30 35(1.7) SDT 72.90 82.40 91.80 101.00 111.00 119.20 128.40 KW 1.64 1.94 2.20 2.44 2.72 2.99 3.35 TCG 36.80 35.30 33.50 31.40 29.00 27.00 24.70 40(4.4) SDT 74.30 83.70 93.00 102.10 112.10 120.30 129.40 KW 1.63 1.93 2.19 2.44 2.72 2.99 3.36 TCG 40.40 38.70 36.70 34.40 31.80 29.60 27.20 45(7.2) SDT 75.70 85.00 94.30 103.30 113.30 121.40 130.40 KW 1.62 1.93 2.19 2.44 2.73 3.00 3.38 TCG 44.20 42.20 40.00 37.50 34.70 32.30 29.70 50(10) SDT 77.20 86.50 95.60 104.60 114.50 122.50 131.40 KW 1.62 1.93 2.19 2.44 2.74 3.02 3.40 TCG 48.10 45.90 43.40 40.70 37.70 35.10 32.20 55(12.8) SDT 78.90 88.10 97.10 106.00 115.70 123.70 132.40 KW 1.63 1.94 2.20 2.46 2.76 3.05 3.42 TCG 36.70 34.90 33.10 31.30 29.30 27.30 25.20 30(-1.1) SDT 70.70 80.00 89.40 98.70 108.10 117.50 126.80 KW 1.96 2.19 2.43 2.71 3.02 3.36 3.76 TCG 40.40 38.50 36.50 34.50 32.30 30.10 27.80 35(1.7) SDT 72.00 81.20 90.50 99.80 109.20 118.40 127.70 KW 1.97 2.20 2.44 2.72 3.03 3.39 3.78 TCG 44.50 42.30 40.10 37.90 35.60 33.10 30.60 40(4.4) SDT 73.30 82.50 91.80 101.00 110.30 119.50 128.60 KW 1.98 2.21 2.46 2.74 3.05 3.41 3.80 TCG 48.80 46.50 44.00 41.60 39.00 36.40 33.60 45(7.2) SDT 74.90 84.00 93.10 102.30 111.40 120.50 129.60 KW 1.99 2.22 2.47 2.75 3.07 3.42 3.82 TCG 53.50 50.90 48.20 45.50 42.70 39.80 36.80 50(10) SDT 76.50 85.50 94.60 103.60 112.60 121.60 130.50 KW 2.01 2.23 2.49 2.77 3.09 3.44 3.84 TCG 58.60 55.70 52.70 49.70 46.70 43.50 40.20 55(12.8) SDT 78.20 87.10 96.00 105.00 113.90 122.70 131.60 KW 2.02 2.24 2.50 2.78 1 3.10 1 3.46 1 3.86 TCG 41.20 39.10 37.00 34.70 32.40 30.00 27.40 30(-1.1) SDT 72.40 81.70 90.90 100.20 109.50 118.70 127.90 KW 2.19 2.39 2.66 2.99 3.39 3.83 4.32 TCG 45.30 43.00 40.60 38.20 35.70 33.10 30.30 35(1.7) SDT 73.80 83.00 92.20 101.40 110.60 119.80 120.00 KW 2.21 2.41 2.69 3.03 3.43 3.87 4.37 TCG 49.70 47.10 44.50 41.90 39.10 36.30 33.40 40(4.4) SDT 75.30 84.40 93.60 102.70 111.90 121.00 130.10 KW 2.23 2.44 2.72 3.06 3.46 3.92 4.41 TCG 54.40 51.60 48.70 45.80 42.80 39.80 36.50 45(7.2) SDT 77.00 86.00 95.10 104.20 113.30 122.30 131.20 KW 2.25 2.46 2.75 3.10 3.50 3.96 4.45 TCG 59.50 56.40 53.20 50.00 46.80 43.40 40.00 50(10) SDT 78.80 87.70 96.70 105.70 114.70 123.60 132.40 KW 2.27 2.49 2.78 3.13 3.54 3.99 4.48 TCG 84.90 61.50 58.00 54.50 50.90 47.30 43.50 55(12.8) SDT 80.70 89.60 1 98.40 107.30 1 116.10 1 124.90 133.70 KW 2.28 2.51 1 2.81 3.18 1 3.57 1 4.02 4.52 Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 26 N4A3:Product Specifications Condenser Only Ratings (Aluminum Coil Models) (Continued) SST CONDENSER ENTERING AIR TEMPERATURES 'F('C) 'F(°C) 55(12.8) 65(18.3) 75(23.9) 85(29.4) 95(35) 105(40.6) 115(46.1) i TCG 54.30 52.10 49.40 46.40 43.10 39.60 36.00 30(-1.1) SOT 75.30 $4.50 93.70 102.70 111.60 120.60 129.60 KW 2.94 3.29 3.64 4.02 4.43 4.91 5.46 TCG 59.90 57.30 54.30 51.00 47.40 43.70 39.80 35(1.7) SDT 77.20 86.30 95.30 104.20 113.10 121.90 130.70 KW 2.99 3.34 3.68 4.05 4.47 4.95 5.51 TCG 65.70 62.80 59.50 55.80 51.90 47.90 43.80 40(4.4) SDT 79.10 88.10 96.90 105.70 114.50 123.20 131.90 KW 3.03 3.37 3.72 4.09 4.50 4.99 5.56 TCG 71.80 68.50 64.90 60.90 56.60 52.30 47.80 45(7.2) SDT 81.00 89.90 98.60 107.30 115.90 124.60 133.10 KW 3.06 3.40 3.74 4.11 4.53 5.02 5.59 TCG 78.20 74.50 70.40 66.10 61.50 56.70 51.90 50(10) SDT 83.10 91.70 100.30 108.90 117.40 125.90 134.40 KW 3.08 3.41 3.75 4.13 4.55 5.04 5.62 TCG 84.80 80.70 76.20 71.40 66AO 61.30 56.10 55(12.8) SDT 85.10 93.60 1 102.10 110.50 1 118.90 127.30 135.70 KW 3.08 3.40 3.75 4.13 4.56 5.05 5.64 'AHRI listing applies only to systems shown in Combination Ratings table. KW -Outdoor Unit Kilowatts Only. SDT -Saturated Temperature Leaving Compressor(°F) SST -Saturated Temperature Entering Compressor('F/'C) TCG -Cross Cooling Capacity(1000 Btuh) Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 27 N4A3:Product Specifications GUIDE SPECIFICATIONS Air-cooled, split-system air conditioner GENERAL N4A3 System Description 1-1/2 to 5 nominal tons Outdoor-mounted, air-cooled, split-system air conditioner unit suitable Compressor for ground or rooftop installation. Unit consists of a hermetic — Compressor will be hermetically sealed. compressor, an air-cooled coil, propeller-type condenser fan, and a — Compressor will be mounted on rubber vibration isolators. control box.Unit will discharge supply air upward as shown on contract Condenser Coil drawings. Unit will be used in a refrigeration circuit to match up to a — Condenser coil will be air cooled. packaged fan coil or coil unit. — Coil will be constructed of aluminum fins mechanically bonded to Quality Assurance copper or aluminum tubes which are then cleaned,dehydrated,and — Unit will be rated in accordance with the latest edition of AHRI sealed. Standard 210. Refdgeration Components — Unit will be certified for capacity and efficiency, and listed in the — Refrigeration circuit components will include liquid-line shutoff latest AHRI directory. valve with sweat connections,vapor-line shutoff valve with sweat — Unit construction will comply with latest edition of ANSI/ connections,system charge of R-410Arefrigerant,and compressor ASHRAE and with NEC. oil. — Unit will be constructed in accordance with UL standards and will — Unit will be equipped with hlow pressure switch and filter drier for carry the UL label of approval.Unit will have c-UL-us approval. R-410A refrigerant. — Unit cabinet will be capable of withstanding Federal Test Method Operating Characteristics Standard No. 141(Method 6061)500-hr salt spray test. — The capacity of the unit will meet or exceed Btuh at a suction — Air-cooled condenser coils will be leak tested at 150 psig and temperature of °F/°C. The power consumption at full load pressure tested at 450 psig. will not exceed kW. — Unit constructed in IS09001 approved facility. — Combination of the unit and the evaporator or fan coil unit will Delivery,Storage,and Handling have a total net cooling capacity of Btuh or greater at — Unit will be shipped as single package only and is stored and conditions of CFM entering air temperature at the evaporator handled per unit manufacturer's recommendations. at °F/°C wet bulb and °F/°C dry bulb, and air Warranty(for inclusion by specifying engineer) entering the unit at °F/°C. — U.S.and Canada only. — The system will have a SEER of Btuh/watt or greater at DOE conditions. PRODUCTS Electrical Requirements Equipment — Nominal unit electrical characteristics will be v, single Factory assembled, single piece, air-cooled air conditioner unit. phase, 60 hz. The unit will be capable of satisfactory operation Contained within the unit enclosure is all factory wiring, piping, within voltage limits of v to V. controls, compressor, refrigerant charge R-410A, and special features — Nominal unit electrical characteristics will be v,three phase, required prior to field start-up. 60 hz. The unit will be capable of satisfactory operation within Unit Cabinet voltage limits of v to v. — Unit cabinet will be constructed of galvanized steel, bonderized, — Unit electrical power will be single point connection. and coated with a powder coat paint. — Control circuit will be 24v. EM Special Features — Condenser fan will be direct-drive propeller type, discharging air — Refer to section of this literature identifying accessories and upward. descriptions for specific features and available enhancements. — Condenser fan motors will be totally enclosed, 1-phase type with class B insulation and permanently lubricated bearings. Shafts will be corrosion resistant. — Fan blades will be statically and dynamically balanced — Condenser fan openings will be equipped with coated steel wire safety guards. Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 28 N4A3:Product Specifications SYSTEM DESIGN SUMMARY 1. Intended for outdoor installation with free air inlet and outlet.Outdoor fan external static pressure available is less than 0.01-IN W.C. 2. Minimum outdoor operating air temperature without low-ambient operation accessory is 55°F(12.8°C). 3. Maximum outdoor operating air temperature is 115°F(46.1 VC). 4. For reliable operation,unit should be level in all horizontal planes. 5. For interconnecting refrigerant tube lengths greater than 80 ft(23.4 m)and/or 35 ft(10.7 m)vertical differential,consult Residential Piping and Longline Guideline and Service Manual available from equipment distributor. 6. If any refrigerant tubing is buried,provide a 6 in.(152.4 mm)vertical rise to the valve connections at the unit.Refrigerant tubing lengths up to 36 in.(914.4 mm)may be buried without further consideration.Do not bury refrigerant lines longer than 36 in.(914.4 mm). 7. Use only copper wire for electric connection at unit.Aluminum and clad aluminum are not acceptable for the type of connector provided. 8. Do not apply capillary tube indoor coils to these units. 9. Factory-supplied filter drier must be installed. Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 29 N4A3:Product Specifications ®2021 Carrier.All rights reserved. Edition Date:03/21 Catalog No:42121510609 A Carrier Company www.GoTempstar.com Replaces:42121510608 Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 30 N92ESN "WmAreMENE Product Specifications HEATING& COOLING PRODUCTS Up to 92.1 % AFUE, Single-Stage, Gas Furnace EASIER TO SELL • Up to 92.1%AFUE in upflow, horizontal, and downflow positions - • Single-stage gas valve and fixed-speeds, constant torque ECM. • Cabinet air leakage less than 2.0% at 1.0 in.W.C. and cabinet air leakage less than 1.4%at 0.5 in.W.C.when tested in accordance with ASHRAE standard 193 • Approved for Manufactured Housing/Mobile Home applications I with accessory (order separately) • Low NOx units are designed for California installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 ng/J NOx emissions requirement. TOUGHER • Flame roll-out sensors standard • Adjustable heating blower OFF delay • Factory set blower ON delay • RPJ`' primary heat exchanger • Stainless steel secondary heat exchanger • High temperature limit control prevents overheating • Direct ignition with Silicon Nitride ignitor Illustrations and photographs are only representative. • High quality,corrosion-resistant, prepainted steel cabinet Some product models may vary. EASIER TO INSTALL AND SERVICE • Direct vent(2-pipe), single-pipe venting or ventilated combustion WARNING air • 24 VAC humidifier terminal&electronic air cleaner terminal Failure to follow this warning could result in personal injury, • 35" (889mm) high,for ease of installation death,and/or property damage. • Simplified,factory installed internal condensate drain system This furnace is not designed for use in recreation vehicles or • Innovative knobs for easy door removal and secure outdoors. This furnace is designed for use in manufactured attachment (Mobile) homes when an optional Mobile Home accessory kit is • Factory shipped for natural gas,with propane installed. Failure to follow this warning could result in personal injury, gas conversion kits available death,and/or property damage. • Four position-upflow/downflow/horizontal (left/right) installation • At least twelve different venting configurations • Through the casing flue pipe for counterflow or horizontal , QEs l a4 applications with accessory (order separately) • Concentric vent available An.krFww nomEmp.ncy(AFUE) • Self diagnostics with super bright LED o • Slide out heat exchanger and blower assembly rrt Et. LIMITED WARRANTY • 20 year heat exchanger limited warranty •°� • 5 year parts limited warranty 7e'e 82% W% m - With timely registration, an additional 5 year parts limited warranty CERTIFIED * For residential applications only. See warranty certificate for A"low complete details and restrictions, including warranty coverage for other applications. Use of the AHRI Certified TM Mark indicates a manufacturers participation in the program.For verification of certification for indmduai products. go to-ahridirectory.org. Eff tciency AFUE Cooling Capacity Input pow/ CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) Hz Downflow @.5 in.w.c.(125 pa) Inches(Millimeters) Lbs(Kg) N92ESNO401410A 40,000 92.1% 92.1% 290-985 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 112(50.8) N92ESNO401712A 40,000 92.1% 92.1% 350-985 35 x 17-1/2 x 29-1/2(889 x 445 x 750) 122.5(55.6) N92ESNO601412A 60,000 92.1% 92.1% 450- 1035 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 122(55.3) N92ESNO601714A 60,000 92.1% 92.1% 535- 1190 35 x 17-1/2 x 29-1/2(889 x 445 x 750) 132(59.9) N92ESNO801716A 80,000 92.1% 92.1% 450- 1365 35 x 17-1/2 x 29-1/2(889 x 445 x 750) 142(64.4) N92ESNO802120A 80,000 92.1% 92.1% 940- 1815 35 x 21 x 29-1/2(889 x 533 x 750) 150(68.0) N92ESN1002120A 100,000 92.1% 92.1% 945- 1850 35 x 21 x 29-1/2(889 x 533 x 750) 160(72.6) N92ESN1202420A 120,000 92.1% 92.1% 805- 1850 35 x 24-1/2 x 29-1/2(889 x 622 x 750) 183(83.0) specifications are subject to change without notice. 440 11 4541 01 4/17/19 PRODUCT SPECIFICATIONS Gas Furnace: N92ESN MODEL NUMBER IDENTIFICATION GUIDE DIGIT POSITION 1 2,3 4 5 6 7-9 10,11 12.13 14 15 1 1 1 1 1 1 1 1 1 F,G, N,R BRAND 80-80%AFUE 92-92%AFUE 95-95%AFUE 96-96%AFUE 97-97%AFUE EFFICIENCY C=Comm.Variable-Speed Constant Airflow(VCA) ECM E=Fixed-Speeds Constant Torque(FCT) ECM V=Variable-Speed Constant Torque(VCT) ECM MOTOR TYPE M-Modulating S-Single Stage T-Two Stage HEATING STAGES L=Low NOx M=Mobile%Manufactured Home N=Standard NOx U=Ultra Low Nox FEATURE 026=26,000 BTU/h 040=40,000 BTU/h 060=60,000 BTU/h HEATING INPUT 14=14.2' 17=17.5' 21 =21.0' 24=24.5" CABINET WIDTH 08=800 CFM 10=1000 CFM 12=1200 CFM 14=1400 CFM 16=1600 CFM 20=2000 CFM 22=2200 CFM COOLING CAPACITY A, B,C, D... MAJOR SERIES 1,2,3,4... MINOR SERIES A190043 For California Residents: For installation in SCAQMD only:This furnace does not meet the SCAQMD Rule 1111 14 ng/J NOx emission limit, and thus is subject to a mitigation fee of up to$450.This furnace is not eligible for the Clean Air Furnace Rebate Program: www.CleanAirFurnaceRebate.com 440 11 4541 01 Specifications subject to change without notice 2 PRODUCT SPECIFICATIONS Gas Furnaw: N92ESN PHYSICAL DATA UNIT SIZE 0401410 0401712 0601412 0601714 0801716 1 0802120 1002120 11202420 Heating Capacity and Efficiency Input High Heat 40,000 40,000 60,000 60,000 80,000 80,000 100,000 120,000 (BTUH) Output High Heat 37,000 37,000 56,000 56,000 75,000 75,000 93,000 111,000 (BTUH) Certified Temperature High Heat 35-65 35-65 35-65 35-65 40-70 35-65 40-70 45-75 Rise Range F( C) (19-36) (19-36) (19-36) (19-36) (22-39) (19-36) (22-39) (25-42) Airflow Capacity and Blower Data Rated External Static Heating 0.1 0.10 0.12 0.15 0.15 0.15 0.20 0.20 Pressure(in.w.c.) Cooling 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Airflow Delivery Heat 765 740 1100 1000 1350 1460 1675 1735 @ Rated ESP(CFM) Cooling 985 985 1035 1190 1370 1815 1855 1800 Cooling Capacity(tons) 400 CFM/ton 2 2.50 2.50 3 3.50 4.50 4.50 4.50 @ 400,350 CFM/ton 350 CFM/ton 2.50 3 3 3.50 4 1 5 5 1 5 Direct-Drive Motor Type Electronically Commutated Motor(ECM) Direct-Drive Motor HP 1/2 1/2 1/2 1/2 1/2 3/4 3/4 3/4 Motor Full Load Amps 6.4 6.4 6.4 6.4 6.4 8.8 8.8 8.8 RPM Range 600-1200 Speed Selections 5 Blower Wheel Dia x Width in. 11 x 7 11 x 8 11 x 7 11 x 8 I 11 x 8 11 x 10 11 x 10 11 x 11 Air Filtration System Field Supplied Filter Fitter Used for Certified Watt Data NAHA00*06FB Electrical Data Input Voltage Volts-Hertz- 115-60-1 Phase Operating Voltage Range Min-Max 104-127 Maximum Input Amps Amps 7.10 7.10 7.20 7.20 7.20 9.60 9.70 9.70 Unit Ampacity Amps 9.80 9.80 9.90 9.90 9.90 12.90 13.00 13.00 Minimum Wire Size AWG 14 14 14 14 14 14 14 14 Maximum Wire Length Feet 37 37 37 37 37 28 28 28 @ Minimum Wire Size (M) (11.50) (11.50) (11.40) (11.40) (11.40) (8.70) (8.70) (8.70) Maximum Fuse/Ckt Bkr (Time-Delay Type Recom- Amps 15 15 15 15 15 15 15 15 mended) Transformer Capacity(24vac output) 40 VA External Control Power Heating 27.9 VA Available Cooling 34.6 VA Controls Gas Connection Size 1/2"-NPT Burners(Monoport) 2 2 3 3 1 4 4 5 6 Gas Valve(Redundant) Manufacturer White Rodgers" Minimum Inlet Gas pressure(in.w.c.) 4.50 Maximum Inlet Gas pressure(in.w.c.) 13.60 Manufactured(Mobile)Home Kt See Accessory Listing Ignition Device Silicon Nitride Heating Blower Control(Heating Off-Delay) Adjustable:90,120,150,180 seconds Cooling Blower Control(Time Delay Relay) 90 seconds Communication System none Thermostat Connections Com 24V,R,W,G,Y Accessory Connections EAC(115vac);HUM(24vac);1-stg AC(via Y) *See Accessory List for part numbers available. 3 Spec ications subject to change without notice. 440 11 4541 01 PRODUCT SPECIFICATIONS Gas Furnace: N92ESN UNIT DIMENSIONS cC� rs RW SIR !�kS moo.. � � �. � � � I at �m tU m r o y�E U tp � EE0 > t S m � �mErnutOi & 8 @ E x QD ca Qy� Sa m E,n x O Q ` 9i3 �4 v Eco Zp` � 3� � cyC�Cfb c� CO0 x NFL E U O x x p Z n) O xNNd U � W� r m C '— w O Id cmi m pvv ;� tV az E �EE E ctl� o m 2 s �y E E Em y nL c 2 Da,,U7� aF- C p op vv y p` _ o m v 8 D W•' J(� -i z OvC lE0 C(CNN$� > K��a vi n° EyLL�5 roo E L,1 �W > - :3L)Q ro c� mU E E xgc�m y E m 00" �i f d w 2inticuto W oo� , , LLlL U�> U �� Z W� fqq Vr a �f t�@ g t I tcl13 arm Al80202 440 11 4541 01 Specifications subject to change without notice. 4 PRODUCT SPECIFICATIONS Gas Furnace: N92ESN SHIPPING BOTTOM WT. FURNACE SIZE CABINET WIDTH OUTLET WIDTH INLET WIDTH AIR INTAKE LBS(KG) 0401410 14-3/16(361) 12-1/2(319) 12-9/16(322) 7-1/8(181) 112(50.8) 0401712 17-1/2(445) 15-7/8(403) 16(406) 8-3/4(222) 122.5(55.6) 0601412 14-3/16(361) 12-1/2(319) 12-9/16(322) 7-1/8(181) 122(55.3) 0601714 17-1/2 (445) 15-7/8(403) 16(406) 8-3/4(222) 132 (59.9) 0801716 17-1/2 (445) 15-7/8(403) 16(406) 8-3/4(222) 142 (64.4) 0802120 21 (533) 19-3/8(492) 19-1/2(495) 10-1/2(267) 150(68.0) 1002122 21 (533) 19-3/8(492) 19-1/2(495) 10-1/2(267) 160(72.6) 1202422 24-1/2(622) 22-7/8(581) 23(584) 12-1/4(311) 183 (83.0) MINIMUM CLEARANCES TO COMBUSTIBLE MATERIALS FOR ALL UNITS POSITION CLEARANCE In(mm) REAR 0 FRONT(Combustion air openings in furnace and in structure) 1 (25) Required for service *24(610) All Sides of Supply Plenum *1 (25) Sides 0 Vent 0 Top of Furnace 1 (25) *Consult your local building codes. 5 Specifications subject to change without notice. 440 11 4541 01 PRODUCT SPECIFICATIONS Gas Furnace: N92ESN AIR DELIVERY-CFM (with filter) FURNACE RETURN—AIR SPEED EXTERNAL STATIC PRESSURE(IN.W.C.) SIZE CONNECTION TAPS FUNCTION 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 Gray Cooling.Do not use for heating. 1120 1085 1055 1015 985 950 915 880 850 815 Yellow Cooling.Do not use for heating. 925 885 850 810 775 735 695 660 620 580 0401410 SIDE/ Blue Heating or all Cooling 765 725 685 640 605 565 525 475 430 375 BOTTOM Orange Alt Cooling or alt Heating 750 710 665 625 585 545 500 455 405 350 Red Alt Cooling.Do not use for heating. 510 1 435 400 345 290 230 190 145 —7 1 -7 Gray Cooling.Do not use for heating. 1120 1090 1055 1020 985 950 915 875 840 805 Yellow Cooling.Do not use for heating. 910 880 845 800 760 720 680 640 595 555 0401712 SIDE/ Orange Alt Cooling or all Heating 835 795 760 720 680 630 585 540 505 475 BOTTOM Blue Heating or all Cooling 740 700 660 610 565 520 475 440 405 365 Red Alt Cooling.Do not use for heating. 555 500 445 395 350 1 315 260 205 —7 —7 Gray Cooling.Do not use for heating. 1165 1 1140 1110 1080 1035 1000 1 960 920 1 870 1 825 Blue Heating or all Cooling 1105 1085 1050 1010 975 930 890 845 795 755 0601412 SIDE/ Yellow Alt Cooling or all Heating 1040 1000 960 920 880 840 785 740 690 640 BOTTOM Orange Alt Cooling or all Heating 840 795 750 705 655 610 555 500 450 395 Red Alt Cooling.Do not use for heating. 745 615 555 510 450 390 340 290 230 795 Gray Cooling.Do not use for heating. 1335 1300 1275 1230 1 1190 1135 1090 1040 985 925 Yellow Alt Cooling or alt Heating 1170 1135 1095 1045 995 940 890 825 770 700 0601714 SIDE/BOTTOM Blue Heating or all Cooling 1010 965 910 855 800 735 675 615 555 505 Orange Alt Cooling or all Heating 960 905 855 800 740 675 615 555 505 460 Red Alt Cooling.Do not use for heating. 910 735 675 605 535 485 430 375 330 265 Gray Cooling.Do not use for heating. 1545 1505 1460 1420 1365 1320 1275 1225 1180 1135 Blue Heating or alt Cooling 1375 1330 1275 1225 1175 1 125 1075 1025 1 970 920 0801716 SIDE/BOTTOM Yellow Alt Cooling or all Heating 1195 1140 1090 1040 985 930 875 815 765 705 Orange Alt Cooling.Do not use for heating. 1015 955 900 845 780 730 670 615 550 490 Red Alt Cooling.Do not use for heating. 945 735 575 520 450 375 325 260 —7 —7 Gray Cooling.Do not use for heating. 2020 1965 1920 1865 1815 1760 1705 1650 1595 1545 BOTTOM Yellow Alt Cooling or alt Heating 1650 1590 1535 1475 1425 1370 1315 1260 1205 1145 0802120 for Blue Heating or alt Cooling 1495 1430 1365 1310 1260 1200 1145 1085 1030 970 SIDES 5,6 Orange Alt Cooling or alt Heating 1420 1355 1290 1235 1175 1120 1060 1005 945 890 Red Alt Cooling.Do not use for heating. 1200 1120 1060 995 940 875 810 750 685 625 Gray Cooling.Do not use for heating. 2060 2010 1955 1905 1850 1800 1750 1690 1630 1565 BOTTOM Blue Heating or all Cooling 1730 1675 1620 1565 1510 1455 1385 1325 1270 1210 1002120 TW rr Yellow Alt Cooling or alt Heating 1685 1630 1570 1515 1460 1410 1345 1280 1225 1170 SIDES 5,6 Orange Alt Cooling or all Heating 1445 1370 1310 1250 1185 1115 1055 1005 950 1 875 Red Alt Cooling.Do not use for heating. 1235 1155 1090 1020 945 900 835 755 690 635 Gray Cooling.Do not use for heating. 2070 2020 1965 1910 1850 1790 1725 1660 1605 1550 BOTTOM Blue Heating or alt Cooling 1795 1735 1680 1620 1560 1495 1440 1375 1315 1255 1202420 r Yellow Alt Cooling or alt Heating 1465 1400 1340 1270 1210 1150 1090 1030 950 880 TWO— SIDES 5,6 Orange Alt Cooling.Do not use for heating. 1295 1235 1165 1095 1030 970 905 825 760 700 Red Alt Cooling.Do not use for heating. 11095 11020 945 1 875 1 805 1 730 1 660 585 1 525 t 465 NOTE: 1. A filter is required for each return—air inlet. Airflow performance includes a 3/4—in.(19 mm)washable filter media such as contained in a factory—authorized ac- cessory filter rack. See accessory list in sheet. To determine airflow performance without this filter,assume an additional 0.1 in.w.c.available external static pressure. 2. ADJUST THE BLOWER SPEED TAPS AS NECESSARY FOR THE PROPER AIR TEMPERATURE RISE FOR EACH INSTALLATION. 3. The"Function"column identifies with speed taps can be used for heating.Shaded areas indicate that this airflow range is BELOW THE RANGE ALLOWED FOR HEATING OPERATION. THESE AIRFLOW RANGES MAY ONLY BE USED FOR COOLING. 4. If the same motor speed tap is needed for heating and cooling,a Jumper Wire accessory kit is available,see sheet for the current Jumper Wire accessory part number.Reference the"Start—up,Adjustments,and Safety Check"section in the installation instructions for further Jumper Wire instructions. 5. Airflows over 1800 CFM require bottom return,two—side return,or bottom and side return. A minimum filter size of 20"x 25"(508 x 635 mm)is required. 6. For upflow applications,air entering from one side into both the side of the furnace and a return air base counts as a side and bottom return. 7. The"—"entry indicates an unstable operating condition. 440 11 4541 01 Specifications subject to change without notice. 6 PRODUCT SPECIFICATIONS Gas Furnace: N92ESN ACCESSORIES PART NUMBER COMPONENT NAME DESCRIPTION D401410 D401712 D601412 D801714 0801716 0802120 1002120 1202420 NAHB00101 CT EXTERNAL TRAP KIT CONDENSATE TRAP X X X X X X X X NAHAO0110DA DRAIN ACCESSORY 112'CPVC TO 314'PVC X X X X X X X X (10 PACK) NAHAO02CV 2"CONCENTRIC VENT X X X X X X X NAHA001CV VENT TERMINATION KIT 3"CONCENTRIC VENT X X X X X X NAHA00101VC INTERNAL VENT KIT THROUGH THE CABINET X X X X X X X X NAHA00301VT DIRECTVENT 2"BRACKET X X X X X X X NAHA00401VT TERMINATION KIT 3"BRACKET X X X X X X INLET AIR PIPE COUPLING FOR NAHA00101CK COUPLING POLYPROPYLENE VENT X X X X X X X X SYSTEMS NAHA00101HV HORIZONTAL TRAP GROMMET(DIRECT X X X X X X X X INSTALLATION KIT VENT APPLICATION ONLY) NAHA00101 HH FREEZE PROTECT KIT CONDENSATE DRAIN LINE- X X X X X X X X TAPE NAHAO0201HH CONDENSATE FREEZE CONDENSATE TRAP WITH X X X X X X X X PROTECTION KIT HEAT PAD NAHAO1101 SB FLOOR BASE KIT COMBUSTIBLE FLOOR X X X X X X X X AGAGC9NPS01A GAS CONVERSION KIT* NATURAL TO PROPANE X X X X X X X X AGAGC9PNS01A GAS CONVERSION KIT* PROPANE TO NATURAL X X X X X X X X NAHC00101MH* MANUFACTURED HOME GAS CONVERSION KIT X X X X X X X X KIT AGABLRJMP10A BLOWER TAP KIT BLOWER SPEED TAP JUMPER X X X X X X X X KIT(10 PIECE) 1188594t GAS VALVE TOWER PORT ADAPTER FOR GAS VALVE X X X X X X X X ADAPTER W WASHABLE FILTER NAHA00506FB1 1"X 16"X 25" (6 PACK) X X X X X WASHABLE FILTER PACK WASHABLE FILTER NAHAO0706F8 X X X 1"24"X 25'(6 PACK) NAHB00501 FF EXTERNAL BOTTOM 14"X 25"FILTER X X NAHB00601 FF FILTER RACK 17-112"X 25"FILTER X X X NAHB00701 FF (WASHABLE FILTER 21"X 25"FILTER X X NAHB00801 FF INCLUDED) 24-112"X 25"FILTER X NAHB00101CA WITH NO OFFSET X X X X X X X X NAHB00201CA COIL ADAPTER KIT WITH SINGLE OFFSET X X X X X X X X NAHB00301CA WITH DOUBLE OFFSET X X X X X X X X NAHAO1401 RA 14-3116"WIDE X X NAHA0170]RA 17-112"WIDE X X X NAHA02101 RA RETURN AIR KIT 21"WIDE X X NAHA02401 RA 24-112"WIDE X NAHA001NK CONDENSATE NEUTRALIZES CONDENSATE X X X X X X X X NEUTRALIZER KIT X Accessory available t Suitable for 17 inch external bottom filter rack. * Factory authorized and field installed.Gas conversion kits are CSA recognized. t Order through FAST Parts. Part Num er Gas Type Orifice Size Part Number as ype n ce ize Part Number Gas Type Orifice Size 1185612 atura 42 1183809 Natural 46 1184256 Propane 54 7 atura 185 atura 47 5 5 ropane 55 1185574 Natural 44 1185614 Natural 48 1185618 Propane 56 1177213 atura 45 1185617 ropane 1.25 mm 1185618 ropane 1.30 mm 7 Specifications subject to change wdhout notice. 440 11 4541 01 PRODUCT SPECIFICATIONS Gas Furnace: N92ESN Copyright 2019 International Comfort Products Lewisburg,Tennessee 37091 USA www.GoHeil.com 440 11 4541 01 Specifications subject to change without notice. 8 DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO TELEPHONE:(518)474-4073 SECRETARY OF STATE WWW.DOS.NY.GOV August 7, 2020 Mr. Mike Kirby ( (Q Signature Building Systems of PA, LLC LQ 1004 Springbrook Ave. Moosic, PA 18507 DEC — 4 2020 �d NYS RESIDENTIAL MODULAR SYSTEM CODE UPDATE NEW SYSTEM APPROVAL NUMBER: M1370-2020-044 VILLAGE OF RYE BROOK PREVIOUS APPROVAL NUMBER: M1370-2016-113 BUILDING 1.-.1E4ARTT.1ENT Dear Mr. Kirby: In reference to your written application for approval received March 30, 2020 to construct Factory Manufactured Detached One-and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) System of Models designated M1370-2020-044 is hereby approved to allow such construction in compliance with the 2020 NYS Uniform Codes (2020 RCNYS). This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until August 7,2022, unless sooner revoked, and is subject to renewal at that time. A revision in the adopted code version will also warrant a revision in this approval. The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 120 PSF Seismic Design Category: A, B, C Townhouses shall be designed to Seismic C or DO (Per 2020 RCNYS Section R301.2.2) Wind Speed: 115 mph to:5139 mph Vult Wind speed >140 mph will require engineered design. Individual Models located in regions having a ultimate wind speed of 140 miles per hour or greater shall be submitted to the Division for review and approval. Exposure Category: Exp B or C(standard) Climate Zone: 4, 5, and 6 Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions" and "Non-Hurricane Prone Regions." 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location, dwelling type, production serial number, and approval number. 2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication. Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; Page 1 of 3 r "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on August 7, 2020 under Systems number M1370-2020-044." The approval identified above is limited to all construction that takes place in the factory. Site related work including installation and connection of the building and/or components,foundations, mechanical connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2020 RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2020 RCNYS and the design methodology associated with the ASCE 7-16 design standard. Individual permit plan sets shall provide as a minimum the following information (but not limited to): Cover Sheet which provides information on: The homeowner/project name, project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed, live loads, dead loads, flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2020 RCNYS. • The Occupancy Classification, Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2020 RCNYS Section R302"Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302.6"Dwelling-Garage Separation". Foundation Plan (informational only) showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt/hold down locations and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the"insignia of approval" • Square footage area of rooms • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602.10.3 and length requirements based on Table R602.10.5. • Location/type of fire rated wall assemblies • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Materials used in roof and wall assemblies • Insulation locations and types, sizes and "R" values • Field completed insulation assemblies Page 2 of 3 • Building integration details(module connections) • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections(uplift, lateral, etc.) • Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 151 finished floor to show need for compliance with R313 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types, ventilation and egress area, U values • Statement concerning code required field completed items(stairs, landings, decks, handrails, lighting,etc.) • Label emergency egress windows • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain,waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping (specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations (if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed "Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports(specific to permit set) • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the 2020 New York State Uniform Code (2020 RCNYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5. The Insignia of Approval Order form is available by emailed me at: donald.thomas@dos.ny.gov Please Note: Use the NEW System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, Don Thomas Jr., AIA—Senior Architect Attachment: NYSDOS Stamped set of pdf Systems drawings cc: Harold Raup and Renee Moist—PFS Aaron Graybill -Signature Page 3 of 3 Generated by REScheck-Web Software Compliance Certificate Project 220085 Lazz Ridge St B µED qqc Energy Code: 2018 IECC Location: Rye Brook, New York 2 ¢ s n Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,521 ft2 �9T C-72431 yOQ� Glazing Area 12% FOF N Climate Zone: 4 (5832 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 259 Ridge St Lazz Development Signature Building Systems Rye Brook, NY 10573 211 South Ridge St 1004 Springbrook Ave Port Chester, NY 10573 Moosic, PA 18507 Compliance:Passes using UA trade-off Compliance: 0.2%Better Than Code Maximum UA: 488 Your UA: 487 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Assembly Gross Area Cavity Cont. Perimeter Ceiling: Raised or Energy Truss 1,838 38.0 0.0 0.025 46 2nd fir ext walls: Wood Frame, 16" o.c. 1,468 21.0 0.0 0.057 71 Window: Vinyl Frame 224 0.290 65 SHGC: 0.28 perimeters:Wood Frame, 16"o.c. 305 13.0 0.0 0.082 25 1st fir ext walls:Wood Frame, 16"o.c. 1,501 21.0 0.0 0.057 70 Door: Solid Door(under 50%glazing) 44 0.160 7 Window 1: Vinyl Frame 231 0.290 67 SHGC:0.28 bsmt closeoff: Wood Frame, 16" o.c. 358 13.0 0.0 0.082 28 Door 1: Solid Door(under 50%glazing) 18 1.300 23 1st Floor:All-Wood Joist/Truss 1,693 19.0 0.0 0.047 80 2nd fir cantilevers:All-Wood Joist/Truss 145 30.0 0.0 0.033 5 Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Brian Caron - Signature Building Systems a, w 12/2/2020 Name-Title Signature Date Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck 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 Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the to building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Q Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: i High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 3 of10 Section# Foundation Inspection Complies? Comments/Assumptions i ptions & Req.ID 303.2.1 A protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in.below ; grade. :❑Not Observable :,[]Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [1`012]2 installed. ;❑Does Not Ab ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 J High Impact(Tier 1) 2 ,Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 4 of10 Section Plans Verified Field Verified & Re q'ID Framing/ Rough-In Inspection) Value Value Complies? Comments/Assumptions -- -- - 1------- --J ---- — --- 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies ;see the Envelope assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 'U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not U. with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code,as []Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not QV ❑Not Observable ❑Not Applicable j 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not V below 55 4F are insulated to >_R- ❑Not Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not 01' ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Comm Value Value i Complies? ents/Assumptions & Req.ID _ 403.6 Automatic or gravity dampers are; ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled i ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 402.1.1, 'Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least'/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3)1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4)1 manufacturer's instructions. -]Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) - 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID — - — 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2• ❑ Steel ❑ Steel [-]Not Observable 402.2.E ❑Not Applicable [FI1] 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F1211 Blown insulation marked every ? '300 ft2. 1 ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable f ❑Complies [FI22]2 insulation include baffle adjacent i ❑Does Not to soffit and eave vents that I extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI311 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. I ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g, across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [Flg]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. [-]Not Observable ❑Not Applicable 1 High Impact(Tier 1) J2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 8 of Section Plans Verified Field Verified # Final Inspection Provisions Value Value I Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system; ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ; ❑Complies [FI28)2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply; ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal; for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. ; 403.5.2 Demand recirculation water ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ' ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1044F. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA 1 ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies [F1611 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. []Does Not d ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 1 !High Impact(Tier 1) r2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 220085 Lazz Ridge St B Report date: 12/02/20 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 0.28 Door 0.16 Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments Job Truss Truss Type Oty Py Signature Building Systems 212 102287 CCE11101 HINGED ATTIC 1 1 Job Reference o tional UFP Industries Inc Grand Rapids,MI 49525,Robert McManus 8.220 a Aug 13 2018 MiTek Industries,Inc.Wed Aug 12 10:10:18 2020 Page 1 Copyright02020 UFP Industries, Inc.All Rights Reserved 21-0-0 21-6-0 — 10.9.6 a�4 \�W3 2.4 �\ 5x8= 2x4// 4-1-11 i 8.11-11 4.1-11 0-&o i 17-3-0 1 6.00 12 fig.\A 24 7 9.25 14 6 8 °• 23 26 5 9 4 10 20 19 21 3 Sx8 2x4\\ 2x4 „p Zyy = ?SS 3'" 4 SMH18D rb 27 18D a a° 22 22-1-0 Q o 0 12 ' I 6x8= 1828 17 16 15 74 29 Bx8= 8x8= 01-8 104-0 6-2-0 4-10-8 9-8-8 ,1-4-q 10-2-8 a3.o-o ' Plate Offsets X 1:0-2-10 0-0-0 1:o-8-s 0-0-0 2:0-1-4 0-0-0 2:0-0-10 0-14 12:0-0-10 0-1-4 12:0-0-11 0- 0 13:0-1-14 0-0-0 13:0-35 0-0-0 20:0-0-14 0-0-0 21:0-1.6 a1.8 LOADING(psf) g (GroFACING. 1-4-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.8 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.31 1-17 >629 240 MT20 137/130 (Ground Snow=40.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.46 1-17 >432 180 MT18HS 1371130 BCDL 10.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.02 13 n/a n/a BCLL 0.0'BCDL 10.0 Code IBC2018/TPI2014 Matrix-R Attic -0.30 16-17 505 360 Weight:168lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-1-0 cc puffins. [P) T1:1-12X7-1/4 LP-LSL TC 1.75E BOT CHORD Rigid ceiling directly applied or 84-3 cc bracing. BOT CHORD 2x10 SP DSS WEBS 1 Row at midpt 20-21 WEBS 2x4 SPF No.3*Except* JOINTS 1 Brace at Jt(s):20,21 W2,W4:2x6 SPF No.2,W3:2x4 SPF No.2 WEDGE Left:2x3 SPF Stud,Right:2x3 SPF Stud REACTIONS. (lb/size) 1=1137/0-3-8,13=1019/D-3-8,15=464/0.3-0,16=419/0-3-0 Max Horzl=150(LC 9) Max Upliftl=-177(LC 9),13=118(LC 9),15=167(LC 10),16=-37(LC 9) Max Gravl=1155(LC 15),13=1019(LC 1),15=795(LC 4),16=792(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=1325/185,2-22=1321/169,3-22=-1278/193,3-4=-1355/268,4-5=1270284,5-23=-583/150,6-23=522/153,6-24=-493/161,7-24=-447/170,7-25=-449/170,8-25=-511/162, B-26=-541/153,9-26=501/150,9-10=-1228284,10-11=1319/268,11-27=-1267234,12-27=1370213,12-13=1274200 BOT CHORD 1-18=143/1150,18-28=143/1150,17-28=-143/1150,16-17=-136/1136,15-16=-136/1136,14-15=-136/1136,14-29=-137/1140,13-29=-137/1140 WEBS 11-14=578299,3-17=-483253,5-20=-728/167,19-20=-738203,19-21=-738/203,9-21=-789/197,6-20=-97/109,8-21=-107/115 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in) 3=483/253/0/0,4=1287/279/101/0,5=728/167/99/0,6=97/109/0/0,7=413/172264/0,8=109/115/0/0,9=789/197/10710,10=1251279/15310,11=5781 16=136/1136/476/0,17=48325310/0 0 rC N Crw ,Y NOTES- (16-17) �P W• FRF Ois1 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph,TCDL=6.Opsf,BCDL=6.Opsf,h=30ft,Cat.11,Exp C,Enclosed;MWFRS(envelope)ge (7 end zone and C-C Exterior(2E)0-1.8 to 3-1-8,Interior(l)3-1-8 to 18-5-11,Extedor(2R)18-5-11 to 24-5-11,Interior(1)24-5-11 to 39-9-0,EMedor(2E) 39-9-0 to 42-9-0 zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=40.0 psf;Ps=30.8 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C,Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. r_ ' cc 5)All plates are MT20 plates unless otherwise indicated. (") LU 6)See HINGE PLATE DETAILS for plate placement. (1] - 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. y — - 8)All additional member connections shall be provided by others for forces as indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (G� A � The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this OIL S S�D�P� document.not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING - Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST RAPIDSBELTLI, MI 495RD,NE 5 PHONE(616)-364-6161 FAX(616}365-0060 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPIt.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding v fabrication,quality control,storage,delivery.erection and bracing,consult BCSI 1-061rom the Wood Truss Council of America and Truss Plate Institute Recommendation available Job Truss Truss Type City Ply Signature Building Systems 212 102287 CCE11219 HINGED ATTIC 1 Job Reference(optionati UFP Industries Inc,.�;rand Rapids,MI 49525,Robert McManus 8.220 a Aug 13 2018 MtTek Industries,Inc.Thu Aug 13 13:55:14 2020 Page 1 of 2 Copyright V2020 UFP Industries,Inc.All Rights Reserved 21-6-0 21.6-0 i 10.-6 �I2x4\\ W2 5x8= VV4 W33 2x4 i 4-1-11 x 8.11-11 21 4-1-11 0- 0 � r 17-3-0 7 6.00 F12 Ba,A �8 0- 22 23 0 5 9 4 10 20 19 21 1n�'O1' 3 2yb 2x4\\ 5x8= 2x4 p SS d SMH18D � SMH18D a p 0 2 22-1-0 R 0 1 12 13 � ff� o :,?[I;- 5x8 1824 17 16 15 14 25 6x8= 6x8= 0-]-8 10-" 6-2-0 1 4-10-8 9-8-8 ,1-4-q 1D-2-8 0-,r 434-0 Plate Offsets(X,1')—(1:0-2-5,0-1-3],(1:0-7-10,0313],[1:0312,0-33],[2:0-1.4,0-"],I2:0.0-0,0-1-0],[12:0-0-10,0-1-4],I12:0-1-4,04)-0],I13:0-1-14,04)-0],[73:03-5,0-0-0],I20:0.0-14,0-"],I21:0.1-0 0-1.8 LOADING(psf) SPACING- 14-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 30.8 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.15 1-17 >999 240 MT20 137/130 (Ground Snow--40.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.22 1-17 >881 180 MT18HS 137/130 TCDL 10.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 13 n/a n/a BCLL 0.0' Code IBC20181TPI2014 Matrix-R Atli -0.16 16-17 1010 360 Weight:335lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF N0.2'Except' TOP CHORD Structural wood sheathing i irec0y applied or 6-0-0 cc pur ins. ]P] T1:1-1/2X7-1/4 LP-LSL TC 1.75E BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. BOT CHORD 2x10 SP DSS JOINTS 1 Brace at Jt(s):20,21 WEBS 2x4 SPF No.2*Except' W2,W4:2x6 SPF No.2 WEDGE Left:2x3 SPF Stud,Right:2x3 SPF Stud REACTIONS. (lb/size) 1=1302/03.8,13=1184/0-3.8,15=467/0-3-0,16=423/0-3-0 Max Horz 1=-150(LC 9) Max Upliftl=-243(LC 8),13=184(LC 8),15=169(LC 9),16=39(LC 8) Max Gravl=1321(LC 14),13=1184(LC 1),15=798(LC 4),16=796(LC 3) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=1609/242,2-3=1612/282,3-4=-1699/360,4-5=1608/378,5-22=966/266,6-22=905Q70,6-7=-876/287,7-8=-892/278,8-23=921/262,9-23=982/254,9-10=-1571/410, 10-11=-1662/393,11-12=-1701/366,12-13=-1542/308 BOT CHORD 1-18=263/1450,18-24=-263/1450,17-24=-263/1450,16-17=-256/1435,15-16=-256H435,14-15=256/1435,14-25=257/1440,13-25=-l-I"IA^ WEBS 11-14=-606/310,3-17=-512/264,5-20=-692/149,19-20=-694/185,19-21=-694/185,9-21=-745/179,6-20=-100/106,8-21=-109/113 O c N r REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in) r C yO =256/143 0,4=1630 512 /0 87/0, 692/149/101/0,6=100/106/0/0,7=719/258/416/0,8=112/113/0/0,9=745/179/109/0,10=1594/404/140/0,11=60' 16 P \� �►d. f NOTES- (19-20) * ��/ 92 1)2-ply truss to be connected together with 10d(0.131"xY)nails as follows: Top chords connected as follows:1-1/2x7-1/4-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 cc. Bottom chords connected as follows:2xl0-2 rows staggered at 0-9-0 cc. r I cc Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-941 cc. n L 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections m have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-16;Vuft=120mph(3-second gust)Vasd=95mph;TCD1-=6.Ops1;BCDL=6.Opsf;h=30ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)ga end zone,Lumber DOL=1.60 plate grip DOL=1.60 The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this A OF�S StONP'� document.not necessarily the current slate building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. Q14 0 MQ0Q ® WARNING - Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST ELTLIN NE PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAAPIDS,MI1 495 49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TP11.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1M fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available Job Truss Truss Type �' Pb Signature Building Systems 212 102287 M1110301 JACK-CLOSED 4 1 Job Reference o uon UFP Industries Inc.,Grand Rapids,MI 49525,Robert McManus 8.220 a Aug 13 2018 MRek Industries,Inc.Wed Aug 5 10:00:42 2020 Pape 1 of 1 CopyrightQ2020 UFP Industries, Inc.All Rights Reserved 11-3-6 2 up 6.00 F12 9 2 down 1•� 2 1 T1 HW1 4 N B1 3 4x5 4 1-1-0 1-3-0 Plate Offsets X 1:0-0-9 0-0-5 1:0-4-2 0-2-1 1:0.0-5 0.2-1 LOADING(psf) SPACING• 1-4-0 CSL DEFL in (loc) Udefl Ud PLATES GRIP TCLL 0.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 1 >999 240 MT20 197/144 (Ground Snow--40.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 1 >999 180 BCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a rda BCLL 0.0' BCDL 10.0 Code IBC2018/TPI2014 Matrix-P Weight.7 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-3-6 cc purlins. IF) BOT CHORD 2x10 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEDGE Lett:2x3 SPF Stud REACTIONS. (lb/size) 1=39/O-M,3=39/Machanical Max Horz 1=34(LC 8) Max Uplif:3=25(1-C 8) Max Grav 1=62(LC 13).3=63(LC 13) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=78/0 BOTCHORD 1-3=0/0 NOTES 1)Wind:ASCE 7-16,Vuft=120mph(3-second gust)Vasd=95mph;TCDL=6.Opsf;BCDL=6.Opsf,h=30ft;Cat.II;Exp C;Enclosed;MWFRS(erwelope)gable end zone and C-C Extedor(2E)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=40.0 psf;Ps=0.0 psi(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 30.8 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.64)tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 It,uplift at joint 3. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSVTPI 1. o NEty O C� 1ky 1k cc n � The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this A OFi�S St�`_P� document.not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determnation on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. .1�o 11- ® WARNING - Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the Wss design engineer. PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the bads noted on this drawing. Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TP11.This design is based only upon parameters shown.and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage,delivery.erection and bracing,consult SCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available rr Job Truss Truss Type Cry Ply Signature Building Systems 212 102287 M1110401 JACK-CLOSED 2 1 Job Reference o bona UFP Industries Inc.Grand Rapids,MI 49525,Robert McManus 8.220 a Aug 13 2018 Milli Industries,Inc.Thu Aug 13 05:23:48 2020 Page 1 of 1 Copyright02020 UFP Industries,Inc.All Rights Reserved 1-2-10 _ 1-4-0 0.00.10 3A 6.00 12 �o 16 4 a,0�0 T2 1 up 6x8- 3 1 down 2 T1 / N / Q / N W1 81 d 1 6 5 Or118 1-1-0 0-9-2 1-4-0 M10 2-8-12 2-6-10 10 Plate Offsets X 1:O-0-9 0-G-5 2:0.1-15 0-0-0 3:0-1-14 0.1-15 3:0-1-9 0-0-0 6:0-2-7 0-1-4 LOADING(psf) SPACING- 1-4-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.8 Plate Grip DOL 1.15 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 1971144 (Ground Snow-40.0) Lumber DOL 1.15 BC 0.03 Veri -0.00 6 >999 180 TCDL 10.0 BOLL 0.0' Rep Stress Inc /a r YES WB 0.02 Horz(CT) -0.00 5 n1a n BCDL 10.0 Code IBC2018/TPI2014 Matrix-P Weight:11 lb FT=0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. (P) T2:2x6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x10 SPF No.2 WEBS 2x6 SPF Stud*Except* W1:2x4 SPF No,3 REACTIONS. (lb/size) 5=45/Mechanical,4=40/Mechanical,1=85/0-3-8 Max Horz1=39(LC 9) Max Uplift5=-0(LC 9),4=-23(LC 9).1=-9(LC 9) Max Grav5=66(LC 14),4=56(LC 14),1=112(LC 14) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-63115,2-3=-61/17,3-4=-24120 BOTCHORD 1-0=18/30,5-0=0/0 WEBS 3-6=96/75 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)/Maximum Tension(Ii Maximum Shear(Ii Maximum Moment(lb-in) 3=25/25/50/0 NOTES- (10.11) 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.Opsf;BCDL=6.Opsf;h=30ft;Cat.Il;Exp C,Enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1,60 2)TCLL:ASCE 7-16;Pg=40.0 psf;Ps=30.8 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0,Rough Cat C,Partially Exp.,Ce=1.0;Cs=1.00,Ct=1.10 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)All additional member connections shall be provided by others for forces as indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the t p F N bottom chord and any other members. ` �Y 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 5,23 lb uplift at joint 4 and 9lb uplift at jo 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSVrPI 1. 10)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. ((� 11)The field-installed members are an integral part of the truss design.Retain a design professional to specY,y final field connections and temporar,. supports.All field-installed members must be properly fastened prior to applying any loading to the truss This design anticipates the final set pa X The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this S`ON�'� document.not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ernnnn AWARNING - Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under Ti This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ry fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available Job Truss Truss Type Qty, PH Signature Building Systems 212 102287 M1110407 JACK-CLOSED 2 1 Job Reference(optional) UFP Industries Inyy•�,Grand Rapids.MI 49525,Robert McManus 8.220 a Aug 13 2018 MITek Industries,Inc.Thu Aug 13 05:25:56 2020 Page 1 of 1 Copyrightb2020 UFP Industries,Inc.All Rights Reserved 1-2-10 1-4-10 7-11-6 4 a 8.00 F12 1� �s 1 up 1 �01 1 down 9 0 8 7 d 8 6x8 i 2 3 `¢ NT W7 B1 1 6 5 g-0-2 o,1re 1-1-0 14-10 2-e-12 5-2-10 74 ) 7-11-6 Plate Offsets X 1:0-0-9 0-0-5 2:0-1-15 0- 0 3:0-1-14 0-1-15 3:0-1-9 0.0-0 6:0.2-7 0-1-0 LOADING(psf) SPACING- 1-4-0 CSL DEFL in (loc) Udell Ud PLATES GRIP TCLL 30.8 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.00 6 >999 240 MT20 197/144 (Ground Snow--40.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.00 6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 4 n/a n/a BCLL 0.0'BCDL 10.0 Code IBC2018/TPI2014 Matrix-P Weight:11 ItoFT=0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-74 cc pudins. IF) T2:2x6 SPF 2100E 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. BOT CHORD 2x10 SPF No.2 WEBS 2x6 SPF Stud*Except* W1:2x4 SPF No.3 REACTIONS. (lb/size) 5=136/Mechanical,4=258/Mechanical,1=213/0-3-8 Max Horz 1=162(LC 9) Max Uplift5=56(LC 9),4=-144(LC 9),1=-19(LC 9) Max Grav5=159(LC 14),4=378(LC 14),1=246(LC 14) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-279/73,2-3=-278f75,3-7=-146/24,7-8=-137/29,8-9=-131/34,4-9=-130/133 BOTCHORD 1-6=-67/92,"=O/O WEBS 3.6=345/275 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in) 3=149/140/281/0 NOTES- (10-11) 1)Wind:ASCE 7-16,VuR=120mph(3-second gust)Vasd=95mph:TCDL=6.Opsf;BCDL=6.Dpsf;h=30ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C Extei,or(2E)-0-0-7 to 2-11-9,Interior(,)2-11-9 to 6-2-15,Exterior(2R)6-2-15 to 10.5-14 zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16.Pg=40.0 psf;Ps=30.8 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)All additional member connections shall be provided by others for forces as indicated. 6)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live bads. O F N E w 7)•This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. P F 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 lb uplift at joint 5,144 lb uplift at joint 4 and 19 It,uplift at A` W• RF joint 1. F / 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Take precaution to keep the chords in plane.a-) i,of the hinge plate must be rep irec be'oz i L!lCtrg,tI irdg service. 11)The field-installed members are an integral part of n e se ct Retain c dcSgn professional to specify final„elc conncctig _and temporary supports.All field-Installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position. r ' cc The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this O�ES�7t�1` document.not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final d min eteration on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. NE ® WARNING -Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST RAPIDSBELTLI, MI 495RD, 5 PHONE(616)-364-6161 FAX(616}368-0060 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPH.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding w fabrication.quality control,storage,delivery.erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available 1}11 fl 12-00-00 9-06-00 9-06-00 12-00-00 b b 6, },6 6 1. i 15 1 5 6 6 5 5,b 6 IS- O O O 3 $ $ O 1 I o o 0 'o p p � o pp o o' o 'o �1O 0 0 0 0 0 O A O 8 g g O1 1 AIII E O L 0 0 0 0 O p e a n n a a n a e n ro n • s g 1 00 M111030 A1110301 1 ,Q CCE11201 t CCE112 N CCE1120 1 00 1 00 m CCE11204 m 1 - -��- - CCE1120 ro 1-0-08 N .... ...�---� ._. -. CCE11208 1-0 t =P . . 1 00 CCE11209 2-08 1 � - - -.—�•--��—.- — - CCE71211 3-00 CCE11211 t 8 CCE11213 1 00 - — CCE11214 t 00 CCE1121 S 1 00 CCE1121 t 00 CCE1121 CCE11218 2-00 1-0-00 N CCE11219 w t 00 CCE11101 t 00 CCE11101 i 00 CCE11101 t 0 CCE11101 it 08 CCE11101 71-09-08 14-07-00 16-07-08 Signature Buidling Sys M1tl YMo a Wtl.ro tlaw•I q•wa fi a4on q.a u y aay w.aasaa InwWNul a Mb r«.1 tlaslpn kaMF•tl cr qa phcwwM Mawnp.11ia WNsp tl•aprwr n rasporaibla Inr M1mwrary,ne wrm.wM b•ctrq 220058 qo•rg br wusolw aMannfhNd ae e Mwnoao,r�r;5gM rq•a rtihwnn naa Martl.•fMor Iq.•v.orwYnql•agqM Fv a.aT.ntl•atl�asap Yn Wof M M niu ama awpporl Mao-aulrn nul.on iMnctla tl..vq•a trM atrtl.•enn raw.Mwqa m. w Tu %N I.-n]DOdem1M W 53179 wof wjF Gordon, Lr 08/13/2010 cG •uN uw.tl qaY 4o tql.a la iM reswmbiRy M In.Gan•rY CwNManSupwlnerH•M to povitle pbns<orbwrrq q•bGsi>wchaMns aM tl•Rpra.urvvraal Forost Rotlucb vA reel M eezwnsga Isr prnUpbn a A Universal Forest Products CompanyFor Production MnwaWognanarMaappoaoNnoonamnv oriq.vn.rawonwroranonormoanaeommw.oa•. anatrugpn.DO NOT CUT.NOTCH.DRILL OR OTHERWISE•REPNR'MANUFACTUiED TRu55E51N ANY WAY PO Box ll,Royer$Irte(Gordon,PA.1793•/Phone:774875-7b11/Fu 570-07S lSl TROUT MM Wf+ITTEN AUtagRR n-BY A uCENSEO PROFESSWaNL DESIGWITEO BY l P.UFP"a NO 102287 E O RESPON9IB E fOR ANY MOpFICARONS OR'CHARGE BACKS'DONE W1 OU PR IX WR EN U RIZATION FR UFP O o 0 0 0 o O o 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J p N P- M O J F N O p m 00 O O O O O O O � O M i E O M ~ O U) O O O O O O O o O 0 O O O O X o 0 O O O O O O O O O 0 O � J r O H W O J a7 O O o � 6 Cl O O O O O � O U. E 7 N a O O O O O O O O O O O O O O N x O O O O O O O O O O O O O J M O m O O J O bO 0 Oj O O O O O O a) O O N LL E 7 O I IU)I]T T11 l III I I I I I> O O O o 0 o O 0 O O O O O CD O (DO O O O O O O O O 0 g 8 0 0 w O J O O cz O O O O O O -Fl IT] I I I I I I I I I I — C N — E J a Q jN ~ @ O O o O O O O O O O O O O O co O O O O 0 0 0 O O O CD O � O � C N O CO ID O J O Q; O O O O O O O O co NN L E U)'1T. ITF .0 � E N N O l I I I I I I I> I 0 o Q o 0 0 0 0 0 o O o O o 0 0 0 �. x o 0 0 o o o 0 0 0 0 0 0 _ (Na N n D N O U O O (0 C O J O 3 N mIT O O O O O O O O w E S 2 v 0, IT l I I I I I I I> I QQ o 0 0 0 0 0 0 O O o O o O o U } ? O o O O O O O 0 O O O O U Z p O a) N Q O J a 7 D J O p� N - O O @ o o l>6 o O O T N N m > N N N E N m m 0) O U) N O w N > a0 O O O m O O w O O o O w O O N (D w 0 0 M O O 0 co O 0 -ITO P O O N C M LL N LL V LL D p y Q Q Q a o o y (n N N m H NO N 0 0 0 J O O O O O N V Q) ~ T O 0 O O M E W p a0 N h W Q O Q O Q N N U) E N O at E rn Lcn N o 0 0 0 0 0 0 0 o S F� Q m of N r (D o �_ K U m W 0 N OC J 3 O p c 00 q Q1 a) a) N Q) a) a) a) a7 = c p O 7 O O O � O O O C T f0 (0 O (6 N (0 t>6 N c)p C rn D D Z) ai Z) o ° w q m w _0o a o E S o > > c c c c 2 p � (6 (G O C O 0, C O O k E E ° rn > ° a) ° (U U u m U D a) (o Q) U) a) LO D U W 0 0 0 0 o O o 0 Cl 0 O O 0 0 0 rn X O O O O O O O O O O O O o J N H oo O O CO r Lo J O C Oj O O O O O O CD r _ O L1 LL N � O Q 0 0 0 0 0 0 O O O O O O O O x 0 0 0 O O O O 0 0 O O O O � O N w w O O Lo J C Q, Cd O O O O O O O O O — L<_ E CL �& 7 a (n O w_ > ]T ,TF. m >>@ Q O O O O O O O O O CD CD CD O O O > >2 O O O O O O O O O O O O Lo O � N N C � O C O O -O O LoJ O a) N Op O O O O O O O O N LL E T -0 6- O N -O 0 p 0 0 0 O O O CD CD CD CD CD CD CD N -Q O O O O O O O O O O O O v N N (d N y L0n J O 3 C) m 0 c 0 0 CD O CD a) LLJ Li E 9) j V) N VO O O O O CDO O CD O O CD O y U } x 0 0 0 O O O O O O O O O U o O m z o J o J m > > > LO w lb T y Op @ (Z 0 O m 0 O (3 O O O O N y a m LL > N (N N � � 7 C/) m T m O O N U V) > _ 7 O 7 Q Lf) O O O O O O "- O) O "- O V N O Lf) V N O O 0 0 0 @ O 0 O N V O C N.� coLL N LL LL N 07 Ln _N Op 'D LC) O 00 =p O LO. OD OD N ^ O O Q I� Q V f� Q O O CDN Li N00 O E ON O 7 OO N O O _ N Q' E m a, (n N 00 V CD 0 M N 0 Q CL E N 1C O � O CD O CD CD 0. CDO D O) U y = O (DO CDf- a" d _ .= N o x U LU y o J o _ 'a O y N a) N a a) N N `�- N p) N A O O O 2 C 7) O _D D 7 O S � O +� _ �( o > > > Li > > > > > > C LLO N N N N W 'p a 'C a =p t0 O� cq <0 C CO C C E .0 Q1 > > N O V 4] s o N D Q) (n N U� (D (n O N U) = U lc J W NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority having jurisdiction logo: TO:Name of Authority having jurisdiction: OWNER OF PROPERTY: Lazz Development SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 259 North Ridge St Rye Brook, NY Westchester County PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): Q New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): Q Truss Type Construction (TT) ❑ Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE LINE): ❑ Floor Framing, Including Girders and Beams (F) Q Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): ❑ Owner ❑ Owner's Representative D E� 0 � LOU LARIZZA FEB 2 6 2021 25 SOUTH REGENT STREET VILIAGE F RYE BROO PORT CHESTER, NY 10573 OE►'ARTI�tENT PHONE: 914-396-9606 E-MAIL: LOULAZZ@AOL.COM February 25, 2021 Mr. Michael Nowak Rye Brook Building Dept. 938 King Street Rye Brook, NY 10573 Re: 259 North Ridge Street Rye Brook, NY 10573 Pursuant to the Resolution approval regarding Oval Drainage Easement pipe and Culvert serving 259 North Ridge Street, we agree to the following: Inspect existing culvert and rip rap and restabilize, if needed; Camera pipe and inspect sediment and/or blockages; Jet and clean pipe to remove sediment and/or debris; Reamer line to verify effectiveness of cleaning; Show any improvements on final survey; Provide all information and reports to Superintendent of Public Works Regards, Lou Larioa MAR - 9 2021 VILLAGE OF RYE BROOK TMENT NEW YORK Department of STATE Of Environmental Conservation NYS Department of Environmental Conservation Division of Water 625 Broadway, 4th Floor Albany, New York 12233-3506 MS4 Stormwater Pollution Prevention Plan (SWPPP) Acceptance Form for Construction Activities Seeking Authorization Under SPDES General Permit NOTE: Attach Completed Form to Notice Of Intent and Submit to Address Above I. Project Owner/operator Information 1. Owner/Operator Name: Pawling Holdings, LLC P. Contact Person: Lou La rizza 3. Street Address: 25 Southe Regent Street 4.City/State/zip: Port Chester, NY 10573 N. Project Site Information 5. Project/Site Name: Ridge Street Development 6. Street Address: 259 North Ridge Street 7. City/State/zip: Rye Brook, NY 10573 HI. Stormwater Pollution Prevention Plan(SWPPP) Review and Acceptance Information 8, SWPPP Reviewed by: Michal J. Nowak 9. Tifae/Position: Su erintendant of Public Works 10. Date Final SWPPP Reviewed and Accepted: - - 04917-/ N. Regulated MS4 Information 11. Name of MS4: Village of Rye Brook 12. MS4 SPDES Permit Identification Number: NYR20A 308 13. Contact Person: Michal J. Nowak 14. Street Address: 938 King Street 15.City/State/zip: Rye Brook, NY 10573 16. Telephone Number: 914-939-0753 Page 1 of 2 MS4 SWPPP Acceptance Form - continued V.certification Statement-MS4 Official(principal executive officer or ranking elected official)or Duly Authorized Representative I hereby certify that the final Stormwater Pollution Prevention Plan(SWPPP)for the construction project identified in question 5 has been reviewed and meets the substantive requirements in the SPDES General Permit For Stormwater Discharges from Municipal Separate Storm Sewer Systems(MS4s). Note:The MS4,through the acceptance of the SWPPP,assumes no responsibility for the accuracy and adequacy of the design included in the SWPPP. In addition, review and acceptance of the SWPPP by the MS4 does not relieve the owner/operator or their SWPPP preparer of responsibility or liability for errors or omissions in the plan. Printed Name: Mlchal J. Nowak Title/Position: Superinterloant of Public Works Signature: Date: VI.Additional Information (NYS DEC-MS4 SWPPP Acceptance Form-January 2015) Page 2 of 2 F0644089821 R [E C IE �n /7 NOTICE OF INTENT v New York State Department of Environmental C nseEED n 9 2�2� _ Division of Water VILLAGEMESTE OOK 625 Broadway, 4th Floor � N NT _ Albany, New York 12233-3505 (for DEC use only) Stormwater Discharges Associated with Construction Activity Under State Pollutant Discharge Elimination System (SPDES) General Permit # GP-0-15-002 All sections must be completed unless otherwise noted. Failure to complete all items may result in this form being returned to you, thereby delaying your coverage under this General Permit. Applicants must read and understand the conditions of the permit and prepare a Stormwater Pollution Prevention Plan prior to submitting this NOI. Applicants are responsible for identifying and obtaining other DEC permits that may be required. -IMPORTANT- RETURN THIS FORM TO THE ADDRESS ABOVE OWNER/OPERATOR MUST SIGN FORM Owner/Operator Information Owner/Operator (Company Name/Private Owner Name/Municipality Name) P a w l i n g H o l d i n g s L L CTTT Owner/Operator Contact Person Last Name (NOT CONSULTANT) L a r i z z a Owner/Operator Contact Person Fir_s_t Name L o u i s Owner/Operator Mailing Address 2 5 S out h R e g e n t S t r e e t City P o r t C h e s t e r State zip N Y 1 0 5 7 3 - � Phone (Owner/Operator) Fax (Owner/Operator) Email (Owner/Operator) l o u l a z z@ a o l c o m FED TAX ID m - (not required for individuals) LPage 1 of 14 F6401089828 Project Site Information Project/Site Name N o r t h R i d g e S t r e e t D eve l o p m e n t Street Address (NOT P.O. BOX) 2 5 9 N o r t h R i d g e S t r e e t Side of Street O North O South •East O West City/Town/Village (THAT ISSUES BUILDING PERMIT) V i l l a g e o f R y e B r o o k State Zip County DEC Re ion N Y 1 0 5 7 3 _ W e s t c h e s t e r TT LJ Name of Nearest Cross Street W e s t R i d g e D r i v e Distance to Nearest Cross Street (Feet) Project In Relation to Cross Street 2 3 0 •North O South O East O West Tax Map Numbers Tax Map Numbers Section-Block-Parcel 1 3 5 3 5 - 1 - 1 1 1. Provide the Geographic Coordinates for the project site in NYTM Units. To do this you must go to the NYSDEC Stormwater Interactive Map on the DEC website at: mm.dee.ny.gov/imsmaps/stormwater/viever.htm Zoom into your Project Location such that you can accurately click on the centroid of your site. Once you have located your project site, go to the tool boxes on the top and choose "i" (identify) . Then click on the center of your site and a new window containing the X, Y coordinates in UTM will pop up. Transcribe these coordinates into the boxes below. For problems with the interactive map use the help function. X Coordinates (Eastin ) Y Coordinates (Northing) 6 1 0 6 7 1 4 5 4 2 2 9 9 2. What is the nature of this construction project? •New Construction O Redevelopment with increase in impervious area O Redevelopment with no increase in impervious area LPage 2 of 14 F4107089829 3. Select the predominant land use for both pre and post development conditions. SELECT ONLY ONE CHOICE FOR EACH Pre-Development Post-Development Existing Land Use Future Land Use O FOREST O SINGLE FAMILY HOME Number of Lots O PASTURE/OPEN LAND O SINGLE FAMILY SUBDIVISION O CULTIVATED LAND 0 TOWN HOME RESIDENTIAL 4 SINGLE FAMILY HOME O MULTIFAMILY RESIDENTIAL O SINGLE FAMILY SUBDIVISION O INSTITUTIONAL/SCHOOL O TOWN HOME RESIDENTIAL O INDUSTRIAL O MULTIFAMILY RESIDENTIAL O COMMERCIAL O INSTITUTIONAL/SCHOOL O MUNICIPAL O INDUSTRIAL O ROAD/HIGHWAY O COMMERCIAL O RECREATIONAL/SPORTS FIELD O ROAD/HIGHWAY O BIKE PATH/TRAIL O RECREATIONAL/SPORTS FIELD O LINEAR UTILITY (water, sewer, gas, etc.) O BIKE PATH/TRAIL O PARKING LOT O LINEAR UTILITY O CLEARING/GRADING ONLY O PARKING LOT O DEMOLITION, NO REDEVELOPMENT O OTHER O WELL DRILLING ACTIVITY * (Oil, Gas, etc.) O OTHER *Note: for gas well drilling, non-high volume hydraulic fractured wells only 4. In accordance with the larger common plan of development or sale, enter the total project site area; the total area to be disturbed; existing impervious area to be disturbed (for redevelopment activities) ; and the future impervious area constructed within the disturbed area. (Round to the nearest tenth of an acre.) Future Impervious Total Site Total Area To Existing Impervious Area Within Area Be Disturbed Area To Be Disturbed Disturbed Area I 1 1 131-1�1 F F-7-ol-E .10-1L1 �-E 5. Do you plan to disturb more than 5 acres of soil at any one time? O Yes O No 6. Indicate the percentage of each Hydrologic Soil Group(HSG) at the site. A B C D % 7 1 % = a 0 2 9 % 7. Is this a phased project? O Yes O No Start Date End Date 8. Enter the planned start and end 0 6 0 1 2 0 2 1 — 0 6 0 1 2 0 2 2 dates of the disturbance activities. LPage 3 of 14 J I 8600089821 9. Identify the nearest surface waterbody(ies) to which construction site runoff will discharge. Name U n n a m e d W e t l a n d o n s i t e 9a. Type of waterbody identified in Question 9? O Wetland / State Jurisdiction On Site (Answer 9b) O Wetland / State Jurisdiction Off Site O Wetland / Federal Jurisdiction On Site (Answer 9b) O Wetland / Federal Jurisdiction Off Site O Stream / Creek On Site O Stream / Creek Off Site O River On Site 9b. How was the wetland identified? O River Off Site O Lake On Site O Regulatory Map O Lake Off Site a Delineated by Consultant • Other Type On Site O Delineated by Army Corps of Engineers O Other Type Off Site O Other (identify) 10. Has the surface waterbody(ies) in question 9 been identified as a O Yes •No 303 (d) segment in Appendix E of GP-0-15-002? 11. Is this project located in one of the Watersheds identified in Appendix C of GP-0-15-002? O Yes 0 No 12. Is the project located in one of the watershed areas associated with AA and AA-S classified O Yes •No waters? If no, skip question 13. 13. Does this construction activity disturb land with no existing impervious cover and where the Soil Slope Phase is O Yes O No identified as an E or F on the USDA Soil Survey? If Yes, what is the acreage to be disturbed? FTTFI-E 14. Will the project disturb soils within a State regulated wetland or the protected 100 foot adjacent O Yes •No area? LPage 4 of 14 F6403089820 15. Does the site runoff enter a separate storm sewer system (including roadside drains, swales, ditches, 0 Yes O No O Unknown culverts, etc) ? 16. What is the name of the municipality/entity that owns the separate storm sewer system? V i l l a g e o f R y e B r o o k 17. Does any runoff from the site enter a sewer classified O Yes •No O unknown as a Combined Sewer? 18. Will future use of this site be an agricultural property as defined by the NYS Agriculture and Markets Law? O Yes •No 19. Is this property owned by a state authority, state agency, federal government or local government? O Yes A No 20. Is this a remediation project being done under a Department approved work plan? (i.e. CERCLA, RCRA, Voluntary Cleanup O Yes *No Agreement, etc.) 21. Has the required Erosion and Sediment Control component of the SWPPP been developed in conformance with the current NYS 0 Yes O No Standards and Specifications for Erosion and Sediment Control (aka Blue Book) ? 22. Does this construction activity require the development of a SWPPP that includes the post-construction stormwater management practice component (i.e. Runoff Reduction, Water Quality and • Yes O No Quantity Control practices/techniques) ? If No, skip questions 23 and 27-39. 23. Has the post-construction stormwater management practice component of the SWPPP been developed in conformance with the current NYS 0 Yes ONO Stormwater Management Design Manual? Page 5 of 14 J F0251089825 24, The Stormwater Pollution Prevention Plan (SWPPP) was prepared by: • Professional Engineer (P.E.) O Soil and Water Conservation District (SWCD) O Registered Landscape Architect (R.L.A) O Certified Professional in Erosion and Sediment Control (CPESC) O Owner/Operator O Other SWPPP Preparer R a l p h G M a s t r o m o n a c o P E , P C Contact Name (Last, Space, First) M a s t r o m o n a c o R a l p h Mailin Address 1 3 D o v e C our t City C rot o n - o n - H u d s o n State zip N Y 1 0 5 2 0 _ Phone Fax Email h a r d y c r o s s@ a o l c o m SWPPP Preparer Certification I hereby certify that the Stormwater Pollution Prevention Plan (SWPPP) for this project has been prepared in accordance with the terms and conditions of the GP-0-15-002. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of this permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. First Name MI R a l p h Last Name M a s t r o m o n a c o , P E . Signature I k W — Date 0 3 0 5 2 0 2 1 LPage 6 of 14 I 0005089822 25. Has a construction sequence schedule for the planned management practices been prepared? 0 Yes O No 26. Select all of the erosion and sediment control practices that will be employed on the project site: Temporary Structural Vegetative Measures O Check Dams O Brush Matting O Construction Road Stabilization O Dune Stabilization O Dust Control O Grassed Waterway O Earth Dike O Mulching O Level Spreader O Protecting Vegetation O Perimeter Dike/Swale O Recreation Area Improvement O Pipe Slope Drain O Seeding O Portable Sediment Tank O Sodding O Rock Dam O Straw/Hay Bale Dike * Sediment Basin O Streambank Protection . Sediment Traps O Temporary Swale Silt Fence O Topsoiling Stabilized Construction Entrance O Vegetating Waterways Storm Drain Inlet Protection Permanent Structural 0 Straw/Hay Bale Dike O Temporary Access Waterway Crossing O Debris Basin O Temporary Stormdrain Diversion O Diversion O Temporary Swale O Grade Stabilization Structure O Turbidity Curtain O Land Grading O Water bars O Lined Waterway (Rock) O Paved Channel (Concrete) Biotechnical O Paved Flume O Brush Matting O Retaining Wall O Wattling O Riprap Slope Protection O Rock Outlet Protection Other O Streambank Protection I ILL] LPage 7 of 14 J F0182089828 Post-construction Stormwater Management Practice (SMP) Requirements Important: Completion of Questions 27-39 is not required if response to Question 22 is No. 27. Identify all site planning practices that were used to prepare the final site plan/layout for the project. • Preservation of Undisturbed Areas O Preservation of Buffers •Reduction of Clearing and Grading •Locating Development in Less Sensitive Areas O Roadway Reduction O Sidewalk Reduction O Driveway Reduction O Cul-de-sac Reduction O Building Footprint Reduction O Parking Reduction 27a. Indicate which of the following soil restoration criteria was used to address the requirements in Section 5.1.6 ("Soil Restoration") of the Design Manual (2010 version) . •All disturbed areas will be restored in accordance with the Soil Restoration requirements in Table 5.3 of the Design Manual (see page 5-22) . O Compacted areas were considered as impervious cover when calculating the WQv Required, and the compacted areas were assigned a post-construction Hydrologic Soil Group (HSG) designation that is one level less permeable than existing conditions for the hydrology analysis. 28. Provide the total Water Quality Volume (WQv) required for this project (based on final site plan/layout) . Total WQv Required =0 _ 0 5 4 acre-feet 29. Identify the RR techniques (Area Reduction) , RR techniques (Volume Reduction) and Standard SMPs with RRv Capacity in Table 1 (See Page 9) that were used to reduce the Total WQv Required(#28) . Also, provide in Table 1 the total impervious area that contributes runoff to each technique/practice selected. For the Area Reduction Techniques, provide the total contributing area (includes pervious area) and, if applicable, the total impervious area that contributes runoff to the technique/practice. Note: Redevelopment projects shall use Tables 1 and 2 to identify the SMPs used to treat and/or reduce the WQv required. If runoff reduction techniques will not be used to reduce the required WQv, skip to question 33a after identifying the SMPs. Page 8 of 14 I 7738089822 Table 1 - Runoff Reduction (RR) Techniques and Standard Stormwater Management Practices (SMPs) Total Contributing Total Contributing RR Techniques (Area Reduction) Area (acres) Impervious Area(acres) O Conservation of Natural Areas (RR-1) . . . �• 1 6 and/or�•� O SheetflowBuffers/Filters to Riparian �'� Buffers/Filters Strips (RR-2) , , , , . , , , , , and/or O Tree Planting/Tree Pit (RR-3) . . . . . . . . . . and/or • Disconnection of Rooftop Runoff (RR-4) and/or RR Techniques (Volume Reduction) O Vegetated Swale (RR-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ORain Garden (RR-6) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Stormwater Planter (RR-7) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Rain Barrel/Cistern (RR-8) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OPorous Pavement (RR-9) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OGreen Roof (RR-10) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Standard SMPs with RRv Capacity O Infiltration Trench (I-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 Infiltration Basin (I-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 9 7 ODry Well (I-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Underground Infiltration System (I-4) O Bioretention (F-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ODry Swale (0-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Standard SMPs O Micropool Extended Detention (P-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . OWet Pond (P-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Wet Extended Detention (P-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Multiple Pond System (P-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Pocket Pond (P-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Surface Sand Filter (F-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Underground Sand Filter (F-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Perimeter Sand Filter (F-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Organic Filter (F-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Shallow Wetland (W-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Extended Detention Wetland (W-2) O Pond/Wetland System (W-3) . . . . . . , • „ • • • • „ • . . . . . . . . . . . . . . . . . . . . O Pocket Wetland (W-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OWet Swale (0-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LPage 9 of 14 I 0762089822 Table 2 - Alternative SMPs (DO NOT INCLUDE PRACTICES BEING USED FOR PRETREATMENT ONLY) Total Contributing Alternative SNP Impervious Area(acres) OHydrodynamic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Owet vault . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Media Filter . . . . . . . . . . . . . . . . . . . . . . . . . . . . OOther . . . . . . . . . . . . . . . . . . Provide the name and manufacturer of the Alternative SMPs (i.e. proprietary practice(s) ) being used for WQv treatment. Name Manufacturer Note: Redevelopment projects which do not use RR techniques, shall use questions 28, 29, 33 and 33a to provide SMPs used, total WQv required and total WQv provided for the project. 30. Indicate the Total RRv provided by the RR techniques (Area/Volume Reduction) and Standard SMPs with RRv capacity identified in question 29. Total RRv provided acre-feet 31. Is the Total RRv provided (#30) greater than or equal to the total WQv required (#28) . •Yes O No If Yes, go to question 36. If No, go to question 32. 32. Provide the Minimum RRv required based on HSG. [Minimum RRv Required = (P) (0.95) (Ai) /12, Ai=(S) (Aic) ] Minimum RRv Required acre-feet 32a. Is the Total RRv provided (#30) greater than or equal to the Minimum RRv Required (#32) ? O Yes O No If Yes, go to question 33. Note: Use the space provided in question #39 to summarize the specific site limitations and justification for not reducing 100% of WQv required (#28) . A detailed evaluation of the specific site limitations and justification for not reducing 100% of the WQv required (#28) must also be included in the SWPPP. If No, sizing criteria has not been met, so NOI can not be processed. SWPPP preparer must modify design to meet sizing criteria. Page 10 of 14 F1766089827 33. Identify the Standard SMPs in Table 1 and, if applicable, the Alternative SMPs in Table 2 that were used to treat the remaining total WQv(=Total WQv Required in 28 - Total RRv Provided in 30) . Also, provide in Table 1 and 2 the total impervious area that contributes runoff to each practice selected. Note: Use Tables 1 and 2 to identify the SMPs used on Redevelopment projects. 33a. Indicate the Total WQv provided (i.e. WQv treated) by the SMPs identified in question #33 and Standard SMPs with RRv Capacity identified in question 29. WQv Provided �•�acre-feet Note: For the standard SMPs with RRv capacity, the WQv provided by each practice = the WQv calculated using the contributing drainage area to the practice - RRv provided by the practice. (See Table 3.5 in Design Manual) 34. Provide the sum of the Total RRv provided (#30) and �•� the WQv provided (#33a) . 35. Is the sum of the RRv provided (#30) and the WQv provided (#33a) greater than or equal to the total WQv required (#28) ? O Yes Ohio If Yes, go to question 36. If No, sizing criteria has not been met, so NOI can not be processed. SWPPP preparer must modify design to meet sizing criteria. 36. Provide the total Channel Protection Storage Volume (CPv) required and provided or select waiver (36a) , if applicable. CPv Required CPv Provided �• 0 1 1 6 acre-feet �• 0 1 6 acre-feat 36a. The need to provide channel protection has been waived because: O Site discharges directly to tidal waters or a fifth order or larger stream. O Reduction of the total CPv is achieved on site through runoff reduction techniques or infiltration systems. 37. Provide the Overbank Flood (Qp) and Extreme Flood (Qf) control criteria or select waiver (37a) , if applicable. Total Overbank Flood Control Criteria (Qp) Pre-Development Post-development • O CFS �S . 4 1 CFS Total Extreme Flood Control Criteria (Qf) Pre-Development Post-development 1 9 4 16 CFs 1 7 5 $ CFS Page 11 of 14 F1310089822 37a. The need to meet the Qp and Qf criteria has been waived because: O Site discharges directly to tidal waters or a fifth order or larger stream. O Downstream analysis reveals that the Qp and Qf controls are not required 38. Has a long term Operation and Maintenance Plan for the post-construction stormwater management practice (s) been 0 Yes O No developed? If Yes, Identify the entity responsible for the long term Operation and Maintenance N o r t h R i d g e S t r e e t D eve l o p m e n t H o m e o 39. Use this space to summarize the specific site limitations and justification for not reducing 100% of WQv required(#28) . (See question 32a) This space can also be used for other pertinent project information. LPage 12 of 14 F4285089826 40. Identify other DEC permits, existing and new, that are required for this project/facility. O Air Pollution Control O Coastal Erosion O Hazardous Waste O Long Island Wells O Mined Land Reclamation O Solid Waste O Navigable Waters Protection / Article 15 O Water Quality Certificate O Dam Safety O Water Supply O Freshwater Wetlands/Article 24 O Tidal Wetlands O Wild, Scenic and Recreational Rivers O Stream Bed or Bank Protection / Article 15 O Endangered or Threatened Species (Incidental Take Permit) O Individual SPDES O SPDES Multi-Sector GP N Y R O Other •None 41. Does this project require a US Army Corps of Engineers Wetland Permit? .❑ O Yes a No If Yes, Indicate Size of Impact. 42. Is this project subject to the requirements of a regulated, traditional land use control MS4? 0 Yes O No (If No, skip question 43) 43. Has the "MS4 SWPPP Acceptance" form been signed by the principal executive officer or ranking elected official and submitted along •Yes O No with this NOI? 44. If this NOI is being submitted for the purpose of continuing or transferring coverage under a general permit for stormwater runoff from construction activities, please indicate the former SPDES number assigned. N Y MR LPage 13 of 14 I 3547089826 Owner/Operator Certification I have read or been advised of the permit conditions and believe that I understand them. I also understand that, under the terms of the permit, there may be reporting requirements. I hereby certify that this document and the corresponding documents were prepared under my direction or supervision. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I further understand that coverage under the general permit will be identified in the acknowledgment that I will receive as a result of submitting this NOI and can be as long as sixty (60) business days as provided for in the general permit. I also understand that, by submitting this NOI, I am acknowledging that the SWPPP has been developed and will be implemented as the first element of construction, and agreeing to comply with all the terms and conditions of the general permit for which this NOI is being submitted. Print First Name MI L o u i s Print Last Name L a r i z z a Owner/ orator Signature Date Page 14 of 14 J The Office of the Westchester County Clerk:This page is part of the instrument;the County Clerk will rely onthe information provided on this page for purposes of indexing this instrument. To the best of I I III I I II I I I II III III II submititter's knowledge,the information contained on this Recording and Endorsement Cover Page is II I I II II I consistent with the information contained in the attached document. *603493442DED002Z* Westchester County Record in & ement Page Agency, The Great American Title A Name: 9 y, Inc D on 914 761 1776 Address 1: 170 Hamilton Ave,Ste 207 914 761 1770 Address 2: FEB $ Email: azhina@gamericantitle.com City/State/Zip: White Plains NY 10601 RY it ubmitter: GA2050380 Control Number: 603493442 UZ MumyMDeed (DED) Package ID: 2020121400237001001 Document Page Count: 4 Total Page Count: 5 Parties ❑ Additional Parties on Continuation page 1st PARTY 2nd PARTY 1: RIDGELAND GROUP INC Other 1; PAWLING HOLDINGS LLC -Other 2: 2: Property ❑ Additional Properties on Continuation page Street Address: 259 NORTH RIDGE STREET Tax Designation: 135.35-1-11 City/Town: RYE TOWN Village: RYE BROOK Cross- References Additional Cross-Refs on Continuation page 1: 2: 3: 4: Supporting Documents 1: RP-5217 2: TP-584 Recording Fees Mortgage Taxes Statutory Recording Fee: $40.00 Document Date: Page Fee: $25.00 Mortgage Amount: Cross-Reference Fee: $0.00 Mortgage Affidavit Filing Fee: $0.00 Basic: $0.00 RP-5217 Filing Fee: $125.00 Westchester: $0.00 TP-584 Filing Fee: $5.00 Additional: $0.00 RPL 291 Notice Fee: $10.00 MTA: $0.00 Total Recording Fees Paid: $205.00 Special: $0.00 Transfer Taxes Yonkers: $0.00 Consideration: $500,000.00 Total Mortgage Tax: $0.00 Transfer Tax: $2,000.00 Mansion Tax: $0.00 Dwelling Type: Exempt: ❑ Transfer Tax Number: 22680 Serial#: RECORDED IN THE OFFICE OF THE WESTCHESTER COUNTY CLERK Record and Return To c iEll, Cp Recorded: 12/29/2020 at 02:25 PM ❑ Pick-up at County Clerk's office Control Number: 603493442 y .RS Witness my hand and official seal SE John John B. Colangelo, Esq. 211 South Ridge Street Timothy C.Idoni Westchester County Clerk Rye Brook, NY 10573 RALPH G, MASTROMONACO, PE, P,C, Civil/Site/ Environmental Consulting Engineers 13 Dove Court,Croton-on-Hudson,New York 10520 Tel:(914)271-4762 Fax:(914)271-2820 www.rgmpepc.com PROJECT: North Ridge Street Development 259 North Ridge Street Rye Brook, New York SCOPE: Construction Management Impacts and Logistics Plan North Ridge Street Development FOR: Lazz Development, Lou Larizza 8 Hilltop Drive Port Chester, NY 10573 DATE: February 28, 2019 This report identifies the potential impacts of construction based on the work shown on the Site Plan. The relevant, anticipated impacts related to the construction phase are also identified in the FEAF (Full Environmental Assessment Form) for the project and include; noise, work hours, periods of construction, potential impoundments, extent of excavation, description of drainage flows, air emissions, use of pesticides or herbicides, generation of solid waste, recycling or disposal of materials. Further, the detailed erosion and sedimentation plan also describes mitigation during construction. Other impacts that were requested to be examined are as follows: Traffic: The construction of the homes is intended to be modular. This type of construction will involve fewer workers than conventional house construction. The house structure is to be built off-site and trucked to the site. As can be seen from the included traffic counts, the workers who will be arriving by vehicle on site at 8:00 a.m. will not coincide with the peak hours on North Ridge Street. Increased demand for parking: Access to the site and parking will be provided on the site. There is no need to park vehicles off site. Construction traffic routing: Construction will be mitigated by having one crane on site for erection of the modular and delivering from off-site one modular unit at a time. The construction of the modular, attached houses will take about one week duration which is far less than standard construction. North Ridge Street Development Need for materials storage and staging areas: The need for materials storage and staging areas is mitigated by the very few materials needed to store on site due to the modular construction. The dwellings are prefabricated so there will be minimal storage of lumber or materials. All materials will be stored on site. Security and safety on the construction site: The developer will comply with all OSHA standards and the site will be secured each evening. Increased noise: Noise will be mitigated during construction by running only the machines necessary at any time. In general, noise generation would during the initial site grading which should last a few weeks. Since the construction is modular there will be no lengthy noise impacts. Vibration: Vibration associated with construction is not anticipated. Potential erosion and sedimentation: The potential for erosion and sedimentation is mitigated by the installation of the numerous erosion control measures prior to any soil disturbance or construction. The erosion control measures are inspected and repaired weekly. Potential for rock removal: Rock removal is not anticipated to have impacts as most of regrading will be achieved by placing fill. If any rock removal is required for a foundation it will be chipped with a small hammer rather than large heavy construction equipment. Peak hour traffic: Based on the traffic counts taken from April 13 through April 19, 2016 by AT[, Inc. for this project, the weekday morning peak traffic occurs in the northbound direction on North Ridge Street between 6 am and 8 am. For example, on Thursday, April 14, 2016, from 6 am to 8 am there were 727 cars headed northbound (325+402). On that day there were 402 vehicles in the hour of 7 am to 8 am. For the 8 am to 9 am period there were just 191 vehicles. Accordingly, the construction workers arrive at the site after 8 am during a period where the traffic is merely at an average rate for the day rather than a peak rate. In general, the number of trips into the site between 8 am and 9 am would be around 8 vehicles, representing only about 4% of the 8 am peak traffic on North Ridge Street. - - I North Ridge Street Development Table: Sample Traffic Counts Thursday April 14, 2016 Simi MAI Lim NI! til: NI SO NO so 12:00 AM 3 4 01:00 1 1 0200 4 1 0300 9 3 0400 25 20 05:00 88 57 C-6:00 325 169 07.00 402 233 08.00 2 0 194 09.00 10 138 1000 194 156 11.00 147 178 12.00 PM 182 157 01 00 201 213 02.00 241 279 03.00 205 296 04 00 214 321 0500 215 218 06:00 187 17.1 07:00 115 109 08:00 67 84 09:00 48 66 low 23 29 11.00 10 15 lams 0 n 0 0 3266 3115 Day 6381 AM Peak 07.00 07.00 Vt., 402 233 Phi Peek 14:00 16:00 VC 241 321 Further, note that AM and PM peak traffic hours will not be effected as the workers pull in and park on site and not on any adjoining streets. North Ridge Street will not be used for staging, parking of constructions vehicles or the storage of equipment. Impacts to air quality: There are no anticipated impacts to air quality as the use of machinery is limited to standard construction backhoes and excavators of a scale commonly found working in the area. Conclusion: Any adverse conditions will be eliminated or mitigated by this construction management plan. The construction documents demonstrate compliance with Village Code requirements regarding construction, and identifies the specific best practices pertinent to the site and the development plan. Submitted By: " Ralph G. Mastromonaco, PE RGM/rote Cc: Lou Larizza �O,Nq OF Rye } Y� En 1660 !' yFB�R COO RECEIVER OF TAXES Nicholas C. Mecca TOWN OF RYE Phone (914)939-3558 Receiver of Taxes 222 GRACE CHURCH STREET Fax. (914) 939-8926 3RD FLOOR PORT CHESTER,NEW YORK 105173 January 26,2021 Ridgeland Group 139 Maple Avenue Rye,New York 10580 Re: 259 North Ridge Street Rye Brook, New York 10573 Section 135.35, Block 1, Lot 11 To Whom It May Concern: This is to confirm that the real property taxes on the above-mentioned property are currently paid to the present date. Very truly yours, ' Uy N holas C. Mecca Receiver of Taxes PAWLING HOLDINGS, LLC 8 Hilltop Drive Port Chester, NY 10573 Phone: 914-396-9606 JANUARY 27, 2021 Mr. Michael Izzo Building Inspector Village of Rye Brook 938 King Street Rye Brook NY 10573 Re: 259 North Ridge Street Subdivision Dear Mr. Izzo: I am writing in reference to Village of Rye Brook Trustees Resolution adopted August 27, 2019 pertaining to the 259 North Ridge Street Subdivision approval. Various conditions have been specified in order for the Village to provide its final subdivision approval to the Developer that have or will be addressed by the Developer or Developer's Engineer and Attorney. Those Village requirements of the Engineer or Attorney and will be responded to separately. Certain Developer responses are listed below: • Condition #9 -The Condominium or Homeowner's Association documents together with all easements, maintenance obligations,vigorous landscaping maintenance will be submitted to the Village when the condo plan is prepared for filing.The Plan shall contain all Attorney General requirements including verification of permits issued. • Condition 10 -Mr. Larizza or an entity controlled by Mr. Larizza will maintain the stormwater system for a period of(2)years starting from when the Homeowner's Association, "HOA",takes over responsibility of the project site.After the (2)year period the HOA will be required to inspect the stormwater system and submit a copy of the inspection report to the Superintendent of Public Works. • Condition 11 -The HOA Plan will require that plants not meeting the standard of'vigorous growing condition' shall be replaced at the beginning of the next immediate growing season. • Condition 12 -The provisions of Village Code Section 250-26.1(g)through 250-26.1(L) shall be complied with under the auspices of the Housing Action Council, "HAC" or the County of Westchester Planning Department. • Condition 13 -The Declaration of Restrictive Covenants according to Village Code Section 250-26.1(H) as outlined in Condition 13 shall be filed as required by the Village at the time of County funding. • Condition 15 -The initial sale and resale of the AFFH Units shall only be to qualified income eligible households as determined by the HAC or the County of Westchester. Very truly yours, 6x 1 �G Lou Larizza i On a motion made by Trustee Klein and seconded by Trustee Heiser,the following resolution was adopted. RESOLUTION CONSIDERING APPROVAL OF A LOCAL LAW AMENDING THE ZONING MAP OF THE VILLAGE OF RYE BROOK AND APPROVAL OF SUBDIVISION AND SITE PLAN APPLICATIONS FOR PROPERTY LOCATED AT 259 NORTH RIDGE STREET WHEREAS, the Board of Trustees is in receipt of revised application-, by Louts Larizza, contract vendee,for approval of a petition for a zoning map amendment to rezone property from the R 15 zoning district to the Fair and Affordable Housing(FAH)zoning district,3-lot subdivision application and site plan application for four(4)units of affordable housing on proposed Lot 1,located at 259 North Ridge Street,at the intersection of West Ridge Street and North Ridge Street, designated as Parcel ID 135.35 1 11 on the Town of Rye Tax Map and located in the R-15 Zoning District and the Scenic Roads Overlay District;and WHEREAS, the Board of Trustees is the Approval Authority for the application pursuant to Village Code §250-6.1.E(2);and WHEREAS, the Board of Trustees has reviewed the following plans in addition to the application materials set forth in the memorandum from Frederick P. Clark Associates, Inc.,dated July 5,2019: 1. Engineer's Plans(Revised Site Plans for Lots I, 2 and 3),prepared by Ralph G. Mastromonaco, P.E., P.C.,Croton-on-Hudson, N.Y: Sheet Number Sheet Title Dated 0 of 5 Cover Sheet and Drawing Schedule 8/27/18 rev.4/30119 1 of 5 Site Plan, Grading/Layout 4/10/18 rev. 6126/19 IA of 5 Lot I Grading/Layout 6/10/19 rev.6/26/19 2 of 5 Utility Plan 4/10/18 rev. 6/26/19 3 of 5 Erosion Control Plan 4/10/18 rev. 6126/19 4 of 5 Sight Distance Study 4/10/18 rev.4/10/19 4A of 5 Stopping Sight Distance Study 4/30/19 5 of 5 Details/Notes 2/21/18 rev. 1/25/19 I of 1 Wetland Mitigation Plan 4/10/18 rev.6/26/19 2. Two Sets of Builder's Plans (Lot I Building IA and Building IB), Lazz Development/Pawling Holdings, Port Chester, N.Y.: Sheet Number Sheet Title Dated 1 Elevations 4/27/18 2 Elevation Calculations, Fire Ladder Diagrams,and Site Section 1/23/18 3 Foundation Plan 4/27/18 4 First Floor Plans 4/27/18 5 Second Floor Plans 4/27/18 3. Planting Plan (Lot 1), prepared by Anthony Zaino, RLA, Westchester County Planning Department,dated 4/8/18,revised 12/13/18 4. Tree Preservation Plan (Lot 1), prepared by Anthony Zaino, RLA, Westchester County Planning Department,dated 1129119 5. Preliminary Subdivision Plat, prepared by Ralph G. Mastromonaco, P.E., P.C., Croton-on- Hudson, N.Y.,dated April 10,2018;and WHEREAS,the Board of Trustees previously determined the proposed action to be an Unlisted Action pursuant to the State Environmental Quality Review Act(SEQRA);and r u mango 16,1 av/cvi 9 WHEREAS, the revised applications are in response to comments received by Village staff, consultants and the public concerning the previously proposed development of eight (8) units of affordable housing on proposed Lot 1 which was last considered on an agenda of the Board of Trustees on December 13, 2016 for the purposes of a public hearing;and WHEREAS, the Board of Trustees referred the original applications to the Planning Board of the Village of Rye Brook in September 2015 and the Planning Board adopted an advisory Report and Recommendation in September 2016;and WHEREAS, the Board of Trustees referred the revised applications to the Planning Board of the Village of Rye Brook in November 2018 and the Planning Board adopted an advisory Report and Recommendation in March 2019;and WHEREAS, the Board of Trustees referred the revised applications to the Westchester County Planning Board pursuant to the YYS General Municipal Law and the Westchester County Administrative Code and received a response from Westchester County Planning Board dated April 1, 2019;and WHEREAS,on July 10, 2019,the Board of Trustees opened a public hearing on the subject site plan and subdivision applications, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said applications and the Board of Trustees closed the public hearing on August 27,2019;and WHEREAS, on August 27, 2019, the Board of Trustees opened a public hearing on the proposed local law, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said local law and the Board of Trustees closed the public hearing on August 27, 2019;and WHEREAS, the Board of Trustees has reviewed memoranda from the Village Planning Consultant and the Village Engineering Consultant; and WHEREAS, as set forth in Village Code §250-26.1(B), the purpose of the FAH District is to "provide flexible land use regulations,a streamlined permitting process and incentives to encourage the development of fair and affordable housing within the Village that will remain fair and affordable for at least 50 years as required pursuant to the Stipulation"and to"encourage a balanced demographic;"and WHEREAS, rezoning the property to the FAH District will benefit the Village by achieving the aforementioned objectives through the construction of affordable housing in buildings that have been designed to be generally consistent with the character of the neighborhood; and WHEREAS, pursuant to Village Code §250-26.1(F)(3)(b),the Applicant has requested that the Board of Trustees approve the following waivers from the applicable dimensional and bulk requirements of the FAH District to be applied to the subject property based on a May 15, 2019 and August 25,2019 Zoning Analysis by the Village Building&Fire Inspector: I. §250-20.A., B., C., and DJ§2504.B: The proposed construction of two detached dwellings on a single lot regardless of the number of families is not a permitted principal use, not a permitted accessory use, not a use permitted at the discretion of the Village Board, and not a use permitted at the discretion of the Planning Board in either the R-15 zone or in the FAH zone. Therefore, a waiver from the limitation of one main building permit lot is required. 2. §250-20.G(1)1250-7.F(6)(b): The minimum required front yard setback within the Scenic Roads Overlay District(SROD)is 60 feet. The proposed Lot 1 site plan indicates both 2-family FAH dwellings are proposed with a 30 foot front yard setback. Therefore a front yard setback waiver of 30 feet is required for both buildings. 1+1 7/JIA M916,1 WMIJ/ 3. Q250-7.F(6)(c): The minimum required vegetative buffer along North Ridge Street within the SROD is 35 feet. Both 2-family FAH buildings are proposed to be setback 30 feet from the front property line. Therefore, an SROD vegetative buffer waiver of 5 feet will be required for both buildings. 4. §250-6.G(1)(d)(21 The minimum required front yard setback for unenclosed off-street parking is 25 feet. Both 2-family FAH buildings are proposed to be provided with a parking court encroaching to within 14.7 feet of the front lot line. Therefore a front yard unenclosed off-street parking setback waiver of 10.3 feet will be required for both FAH parking courts. 5. $250-20.1(1): The maximum allowable front height/setback ratio is .60. FAH Building IA is proposed with a front height/setback ratio of .88. Therefore a front heighdsetback ratio waiver of .28 is required for FAH Building IA. 6. $250-20.1(1): The maximum allowable front height/setback ratio is .60. FAH Building 1B is proposed with a front height/setback ratio of .82. Therefore a front height setback ratio waiver of .22 is required for FAH Building 1 B. 7. §250-20.1(2): The maximum allowable side height/setback ratio is 1.60. FAH Building IB is proposed with a side heighttsetback ratio of 2.2. Therefore a side height/setback ratio waiver of .60 is required for FAH Building I B. WHEREAS, the Board of Trustees is fully familiar with the subject property and has reviewed and considered the Planning Board's report and recommendation, all submittals by the Applicant, all memoranda issued by Village staff and consultants, and all comments from the public and governmental agencies. NOW,THEREFORE BE IT RESOLVED,that in accordance with Section 250-40(G)of the Village Code, the Village Board hereby waives the following notification requirements for the public hearing requirements for this Application: 1. The names of the property owners listed on the mailing and affidavit of mailing may differ from the actual property owners; 2. Only one individual may be listed on the mailing and affidavit of mailing even though more than one individual may be a property owner;and 3. The size of the lettering on the posted sign may be approximately 0.5" less than required by code. BE IT FURTHER RESOLVED, that the Board of Trustees hereby determines that the Project will not result in any significant adverse environmental impacts based upon the information stated in the EAF and supplemental information,and hereby adopts the annexed Negative Declaration. BE IT FURTHER RESOLVED, that the Board of Trustees hereby adopts the annexed local law amending the Zoning Map of the Village of Rye Brook to change the zoning designation of a portion of property located at 259 North Ridge Street and designated on the Town of Rye Tax Map as Section 135.35, Block I, Lot 11, from the R-15 Zoning District to the FAH Zoning District, that portion being Lot I as shown on the Subdivision Plat, prepared by Ralph G. Mastromonaco, P.E., P.C., dated April 10, 2018, consisting of 56.909 square feet (1.30 acres), as described in the annexed local law. BE IT FURTHER RESOLVED, that the Board of Trustees hereby approves the FAH Zoning District,pursuant to Village Code§250-26.1(F)(3)(b),upon the following findings: 1. The waivers are consistent with the purpose and intent of the Village of Rye Brook Zoning Code and Official Map; tu+n�.eaecta�i wrary 2. The waivers will further fair and affordable housing within the Village by permitting the development of four(4)units of fair and affordable housing that are designed and intended to be consistent with the requirements of the 2009 Stipulation and Order of Settlement and Dismissal in the case of United States of America es rel. Anti-Discrimination Center of Metro New York, Inc. v. Westchester County, New York, which requires Westchester County to implement a plan to provide 750 units of fair and affordable housing in eligible municipalities throughout the County; 3. The waivers will permit the construction of a two 2-family family residential buildings consisting of a total of four (4) units of fair and affordable housing pursuant to an architectural design and site layout that is generally consistent with the character of the North Ridge Street corridor and therefore, is in harmony with the appropriate and orderly development of the immediate area; 4. The waivers have been minimized the greatest extent practicable to mitigate any potential impacts upon the orderly development and quality of life for neighboring areas; 5. The waivers will permit the construction a housing-type that will add to the diversity of the Village's housing stock and which will contribute to economic development within the Village; 6. The site plan has been designed with the requested waivers to include appropriate screening, stormwater management facilities, landscaping and other site elements. such that the location, nature and height of the proposed building, location of parking and the nature and extent of landscaping on the site will not hinder or discourage the appropriate development and use of adjacent land and buildings or substantially impair the value thereof; 7. As demonstrated by the adoption of a Negative Declaration pursuant to SEQRA, the waivers will not result in any significant adverse environmental impacts;and 8. The requested waivers are the minimum necessary to maintain the economic viability of the affordable housing development proposal;and BE IT FURTHER RESOLVED, that the Board of Trustees hereby finds that the Final Plat will not be substantively changed from the Preliminary Plat, Section 250-26.I.E(2)(b) of the Village Zoning Code permits an applicant seeking an FAH'Zoning designation to proceed directly to review of a Final Subdivision Plat, a public hearing has been held on the Subdivision Plat, dated April 10, 2018, prepared by Ralph G. Mastromonoco, P.E., P.C., Croton-on-Hudson, NY, therefore the Village Board determines that no further public hearing is required on the Final Plat, BE IT FURTHER RESOLVED, that the Board of Trustees hereby grants final subdivision approval for the application referenced herein which includes the Subdivision Plat, dated April 10, 2018, prepared by Ralph G. Mastromonoco, P E., P.C., Croton-on-Hudson, NY, and the Mayor is authorized to sign such plat subject to the following conditions and modifications which must be satisfied prior to the signing of the Final Plat by the Mayor: 1. The Applicant shall prepare a Final Subdivision Plat in accordance with Section 219-32 of the Village of Rye Brook Subdivision Regulations,which shall include the Town of Rye tax lot designations for the subject lots, addition of a signature block for the Village Mayor. elimination of the word "Preliminary" and all other requirements of Section 219-32 of the Village Code. Upon obtaining a satisfactory review by the Village Engineer/Superintendent of Public Works, the Final Subdivision Plat shall be submitted for review and signature to the Westchester County Department of Health. The signature of the Department of Health shall be required prior to the signing of the Final Plat by the:Mayor. i / 074A ease,r wrwro 2. The Applicant shall submit a statement signed by the Town of Rye Receiver of Taxes that all taxes due by the Applicant have been paid. 3. Based on the current and anticipated future need for park and recreational opportunities in the Village of Rye Brook, and the demands of the future population of the proposed residential development, the Board of Trustees hereby finds that additional recreation/parkland should be created as a condition of approval for the Application. The Board of Trustees further determines that a suitable park of adequate size cannot be properly and practically located within the subject property, nor has the Applicant offered recreation/parkland of suitable size and practical location to adequately address the need for additional recreation/parkland within the Village. Therefore, the Board of Trustees hereby requires that the Applicant shall pay a Recreation Fee in Lieu of Parkland in ' accordance with Section 219-26.A(4)of the Village Code for the two (2) new lots to be created as a result of this approval (i.e., no fee is required for Lot 2 which contains the existing single-family dwelling). Such fee shall he based on the Recreation Fee for residential subdivisions as set forth in the Village of Rye Brook License & Permit Fee Schedule. 4. Submission a maintenance agreement and easement pursuant to Sections 217-19 and 217- 21 of the Village Code for stormwater management facilities, for review of the Village Attorney as to form. Such agreement shall be recorded in the Westchester County Clerk's Office simultaneously with the filing of the plat and proof of recording shall be submitted prior to the issuance of a Building Permit. 5. Once the Final Subdivision Plat has been endorsed by the Mayor, said plat must be filed in the Westchester County Clerk's Office within sixty-two (62) days. After said filing, two (2)copies of the Final Plat certified by Westchester County shall be submitted to the Village Building Department. 6. Prior to the issuance of a Building Permit, the Final Plat shall be filed in the Westchester County Clerk's Office in accordance with the provisions of New York State Village Law and Chapter 219 of the Village of Rye Brook Code. 7. Conditional approval of the Final Subdivision Plat shall expire one hundred eighty (180) days from the date of the adoption of this resolution unless the conditions above have been certified as completed and the Final Plat has been submitted for endorsement by the Mayor,or unless a written request for an extension of Final Subdivision Plat Approval is granted. The Village Board may grant ninety (90) day extensions to said time period upon written request by the Applicant. BE IT FURTHER RESOLVED,that the Board of Trustees hereby approves the site plan application referenced herein,upon the following conditions: I- Construction of renovations on Lot 2 and a new single family dwelling on Lot 3 are subject to additional review and approval of a Site Plan,Wetland Permit and/or Steep Slopes Permit from the Village Planning Board as per the Village Code requirements now in effect. 2. Prior to the issuance of a Building Permit for Lot I and consistent with the recommendations of the Village's Traffic Consultant in a memorandum dated August 19, 2019,the Site Plan shall be revised to prohibit left turn movements out of the northerly site access drive to minimize potential concerns related to sight line considerations to the south. 3. Prior to the issuance of a Building Permit,the Landscape Plan shall be revised to include additional trees in the czar yard. Such trees shall be of a species and location that meet the satisfaction of the Village Planning Consultant and Village Engineer/Superintendent of Public Works. 4. Prior to the issuance of a Building Permit for Lot I, the Applicant shall submit a final SWPPP to the satisfaction of the Village Consulting Engineer. 1+IVIIAS116916,1 W10Y19 5. Prior to the issuance of a Building Permit for Lot 1, the Applicant shall obtain all required permits and/or approvals from the appropriate agencies for the Project, including approval of a Wetland Permit and Steep Slopes Permit from the Village ' Planning Board. 6. Prior to the issuance of a Building Permit for Lot 1, the Applicant shall submit a Final Construction Logistics and Management Plan for review and approval by the Village Engineer/Superintendent of Public Work%, 7. Prior to the issuance of a Building Permit for Lot 1, the Applicant shall submit plans, details and calculations for the proposed retaining walls to the satisfaction of the Village's Consulting Engineer. 8. Prior to the issuance of a Building Permit for Lot I and consistent with comments from Westchester County Department of Planning in a letter dated April 1,2019,the Applicant shall identify and implement inflow and infiltration d&It mitigation measures that will offset the projected increase in sewage flow by a ratio of one to one. Alternatively, the Applicant shall contribute$100 per dwelling unit toward a future inflow and infiltration study in the Village. 9. The Applicant shall submit appropriate Condominium or Homeowner's Association documentation for review as to form by the Village Attorney, which shall include (I t all necessary common access and utility easements, (2) maintenance obligations for all stormwater facilities, including the infiltration basin and all pipes, swales and structures that convey stormwater through the Property. and (3) a requirement for all landscaping shown on the approved plans to be maintained in a vigorous growing condition for the duration of the use, including a requirement that all plants not so maintained shall be replaced with new plants of comparable size and quality at the beginning of the next immediately following growing season. 10.The entire stormwater system, including any detention basin, shall be maintained by Lou Larizza as the Applicant for a period of two (2) years starting from when the Homeowner's Association takes over responsibility of the project site. After this two(2) year period, the Homeowners Association shall have the stormwater system inspected annually by a qualified individual or firm,and shall submit a copy of an inspection report to the Superintendent of Public Works of the Village of Rye Brook. 11.All landscaping shown on this plan shall be maintained in a vigorous growing condition for the duration of the use. All plants not so maintained shall be replaced with new plants of comparable size and quality at the beginning of the next immediately following growing season. 12.The Applicant shall comply with all provisions of Village Code p250-26.1(G) through §250-26.1(L). 13.Prior to the issuance of a Building Permit, the Applicant shall submit a Declaration of Restrictive Covenants to the Program Administrator, as defined by Village Code §250- 26.1(D),or such other appropriate entity as determined by the Village Administrator, for approval in recordable form acceptable to the Village Attorney, which shall ensure that the AFFH Units shall remain subject to affordable housing regulations for the minimum fifty-year period set forth at Village Code §250-26.1(H). The Declaration of Restrictive Covenants shall state that the AFFH Unit shall be the primary residence of the resident household selected to occupy the unit Upon approval by the Program Administrator,or such other appropriate entity as determined by the Village Administrator,the Declaration of Restrictive Covenant shall be recorded in the Land Records Division of the Office of the Clerk of the County of Westchester prior to the issuance of a Certificate of Occupancy for any AFFH Unit. 14.Prior to the issuance of a Building Permit, to supplement the proposed stormwater management plan and further mitigate stormwater flows from the proposed project, the Applicant shall install an earthem berm along the rear property line and perform improvements to the storm drainage system in the public right of way of Eagles Bluff, r 14174Afl OI&I swarta i subject to review and approval of the Village's Consulting Engineer, or as otherwise modified and approved by the Village's Consulting Engineer. 15.The AFFH Units constructed pursuant to this approval shall be sold or rented,and resold and re-rented only to qualifying income-eligible households for a period of 50 years. Resale and re-renting of the AfFH Units shall comply with the requirements set forth at Village Code §250-26.1(K) and §250-26.](L), respectively. Such income-eligible households shall be solicited in accordance with the requirements,policies and protocols established in the Westchester County Fair and Affordable Housing Affirmative Marketing Plan, for so long as the Westchester County Fair and Affordable Housing Affirmative Marketing Plan remains in effect, so as to ensure outreach to racially and ethnically diverse households. BE IT FURTHER RESOLVED, that the Final Plat shall not be signed by the Mayor and no building permit shall be issued until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. I TRUSTEE EPSTEIN NO TRUSTEE FISCHER AYE TRUSTEE HEISER AYE TRUSTEE KLEIN AYE MAYOR ROSENBERG AYE State of New York County of Westchester ss. Village of Rye Brook I hereby certify that this is the Resolution adopted by the Board of Trustees of the Village of Rye Brook which was duly passed by said Board on August 27.2019 IN WITNESS WHEREOF,I have hereunto set my hand and affixed the Seal of the Village of Rye Brook, this 1 Oth day of September,2019 Village Clerk I i/iIUAWWM 19/1UQ9 Tara Gerardi From: Maria Rappoccio <mrappoccio@townofryeny.com> Sent: Wednesday, June 9, 2021 9:53 AM To: Michal Nowak; Denise Knauer IAO; Tara Gerardi Subject: RE: 259 North Ridge Numbering and SBLs needed - 259-265 N. Ridge St Proposed New SBL's 135.35-1-11.1, .2 & .3 for the 2022 Tentative Assessment Roll Attachments: 135.35-1-11 CAI Cogo.pdf; VRB BldgDept EM 2021-6-1.pdf Hi Mike, The new proposed SBLs for parcels 259 N. Ridge St 135.35-1-11.1, 261 N. Ridge St. 135.35-1-11.2 & 263 & 265 N. Ridge St. 135.35-1-11.3 for the 2022 Tentative Assessment Roll (see attached). Please review the attached pdfs for the new subdivision for 259 N. Ridge St., to make sure I understood what your final outcome of the parcel addresses are and the lot layout of the proposed new parcels SBLs. FYI: I added to the CAI map in red font the new addresses per your letter, the proposed SBL are in lime green font and I added to lot 135.35-1-11.3 in blue font "Common Lot" to the pdf map. I also added the SBLs to the proposed subdivision map. There was a typo on the letter you sent for the common lot (see below). I believe it should read 263 N. Ridge verses 236 N. Ridge. If I'm wrong please let me know. New Two Family Iiouse on New Lot New Address: 263 North Ridge Street New SBL: New Two Family House on New Lot New Address: 265 North Ridge Street New SBL: Please note that 236 and 265 North Ridge Street share a common lot. Please be reminded these map changes will NOT be official until the June 1, 2022 Tentative Assessment Roll. Have a great day. Maria Cell (914)417-5105 1 Maria Rappoccio I Appraisal Technician—Assessment Clerk I Town of Rye 1 222 Grace Church St. Port Chester, NY 10573 1 3rd Fl.- Suite 303 1 MR (914)939-3075 x140 1 (914)939-8926 FAX I Normal Office Hours 8:30 am to 4:00 pm(Monday through Friday) —COVID-19 Update:The Town's Offices are Currently Closed to the Public. The Assessment Department is currently working remotely. 1 Important Assessment Calendar Dates: May 11t-Tax Status Day& Exemption Application Deadlines June 11t-Tentative Assessment Roll—For your Latest Assessment Visit: https://townofrye.sdgnys.com/search.aspx(and search for your property) 3'd Tuesday in June-Grievance Day September 151h-Final Assessment Roll FORMS& INFORMATION: http://www.townofryeny.com/assessment-home.htmI SENIOR/AGED ALL EXEMPTION RENEWAL DEADLINE: May V. STAR EXEMPTION for New Owners:To apply contact NYS: (518)-457-2036/https://www.tax.ny.gov/ TAXES: For taxes/tax payments contact the Tax Receiver's Office at (914)-939-3558. Copies of tax bill can be found at: https://townofrye.sdgnys.com/search.aspx (click on the [Tax Info] button on left then [View Tax Bills]) From: Michal Nowak<MNowak@ryebrook.org> Sent: Monday, June 7, 2021 5:16 PM To: Maria Rappoccio<mrappoccio@townofryeny.com>; Denise Knauer IAO <dknauer@townofryeny.com>; Tara Gerardi <tge ra rd i @ rye b roo k.o rg> Subject: RE: 259 North Ridge Numbering and SBLs needed Thank You From: Maria Rappoccio <mrappoccio@townofryeny.com> Sent: Monday, June 7, 2021 4:11 PM To: Michal Nowak<MNowak@rvebrook.org>; Denise Knauer IAO <dknauer@townofryeny.com>; Tara Gerardi <tgera rdi@ryebrook.org> Subject: RE: 259 North Ridge Numbering and SBLs needed Hi Mike, I apologize for not responding sooner. I sent the survey map off to our mapping company. The new SBL's for the June 1, 2022 Tentative Assessment Roll will be 135.35-1-11 point .1, .2 & .3. 1 will let you know what the SBL's will be for each new lot once I hear back from our mapping company. I hope to have an answer by the middle of the week. Have a good night. Maria Cell (914)417-5105 1 Maria Rappoccio I Appraisal Technician—Assessment Clerk I Town of Rye 1 222 Grace Church St. Port Chester, NY 10573 1 3rd FI.- Suite 303 1 MR (914)939-3075 x140 1 (914)939-8926 FAX I Normal Office Hours 8:30 am to 4:00 pm(Monday through Friday) —COVID-19 Update:The Town's Offices are Currently Closed to the Public. The Assessment Department is currently working remotely. 2 a- � Important Assessment Calendar Dates: May 1st-Tax Status Day& Exemption Application Deadlines June 151-Tentative Assessment Roll—For your Latest Assessment Visit: https://townofrye.sdgnys.com/search.aspx(and search for your property) 3'd Tuesday in June-Grievance Day September 151h-Final Assessment Roll FORMS& INFORMATION: http://www.townofryeny.com/assessment-home.htmI SENIOR/AGED ALL EXEMPTION RENEWAL DEADLINE: May is` STAR EXEMPTION for New Owners:To apply contact NYS: (518)-457-2036/https://www.tax.ny.gov/ TAXES: For taxes/tax payments contact the Tax Receiver's Office at (914)-939-3558. Copies of tax bill can be found at: https://townofrye.sdgnys.com/search.aspx (click on the [Tax Info] button on left then [View Tax Bills]) From: Michal Nowak<MNowak@ryebrook.org> Sent: Monday, June 7, 2021 3:41 PM To: Maria Rappoccio<mrappoccio@townofryeny.com>; dknauer@townofryeny.com;Tara Gerardi <tge ra rd i @ rye b roo k.o rg> Subject: FW: 259 North Ridge Numbering and SBLs needed Hi Maria, Just wanted to follow up with the attached to confirm you received it. ✓title"1. Nawak Superintendent of Public Works And Engineering ISA Arborist Village of Rye Brook 938 King Street Rye Brook,NY 10573 P: 914-939-0753 x 2965 F: 914-939-5801 "✓'ab&4ve%& —5 he heawbeat af r6 Vd a9e" From: Michal Nowak Sent: Wednesday,June 2, 2021 9:54 AM To: Maria Rappoccio<mrappoccio@townofryeny.com> Cc: Tara Gerardi <tgerardi@ryebrook.org> Subject: 259 North Ridge Numbering and SBLs needed Hi Maria, Hope all is well. This is the AFFH project we spoke about. If you can help me out with SBL's I would appreciate it. 3 Mk" ✓ owak Superintendent of Public Works And Engineering ISA Arborist Village of Rye Brook 938 King Street Rye Brook,NY 10573 P: 914-939-0753 x 2965 F: 914-939-5801 ".?u6&Wo46-9IEe fi"xthat of W6 `UiPlage" 4 M� I V < N V 9 � r� may, • �YI f f'/ n °a �• gRSN �d i 9t t.•s . r W O y t3�o�uyi VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook, N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914)939-0753 Fax(914)939- H01 Christopher J. Bradbury www.ryebrook.org TRUSTEES SUPERINTENDENT Susan R. Epstein OF PUBLIC WORKS/ David M. Heiser VILLAGE ENGINEER Jason A. Klein Michal J. Nowak Jeffrey B. Rednick June 1, 2021 Mrs. Maria Rappoccio Town of Rye Assessor 222 Grace Church Street Port Chester, NY 10573 Re: House Numbering and Mailing Address Change; 259 North Ridge Street AFFH Housing Dear Mrs. Rappoccio: Please be see the attached map for renumbering of numerous parcels associated with the Fair and Affordable housing development on the 259 North Ridge Street Site. Can you please assign corresponding S.B.L's for the below addresses and record the new addresses as well in your records. Please let me know when these have been recorded so I can let all other interested parties know. Rye Brook Building Department has issued work permits for these lots. New Vacant Lot—Proposed One Family House New Address: 259 North Ridge Street New SBL: Existing One Family House on New Lot Old Address 259 North Ridge Street New Address: 261 North Ridge Street Existing SBL 135.35-1-11 New SBL: New Two Family House on New Lot New Address: 263 North Ridge Street New SBL: New Two Family House on New Lot I sent Mike an email to confirm the New Address: 265 North Ridge Street address should be 263 verses 236 N Ridge. New SBL: Please note that 236 and 265 North Ridge Street share a common lot. sell + t ` '' { cu cn a ' cn � - - - cn cn cM J _ ii ~ � m N i 0 � • ,� }. cu co cu cu L { ~ CM ffi jl N r 214 N Rake .I • 13'- %7 1 E ,It r i . o Td , 270 N R,dge St r_ i 135.27-1-7 2C43 N RKlge St I U E aglas SN 13321 1 03 I? f N Rafge st , 20 Eagles BN • 135.27-1 r15 259 N Ridew St 13. 35-1-11 1 _ 2:'914 ReIoj., St 135 35-1.11 to vt �(1 u trw9 a Dr 28 Rock Rpige Ch 1 ,, 135 35 1 21 c:t h7b ocoll 2#3 Rir;k r%i.Jgu Do I N Ridge St �� '7` 135 35-1-20) 135 35-1-8 .y5`'ob'�y Mike Izzo From: Mike Izzo Sent: Tuesday, February 9, 2021 8:54 AM To: Lou Larizza Cc: 'Tara Gerardi'; Michal Nowak; 'Jennifer Gray';james@drepc.com Subject: FW: 259 North Ridge Street Attachments: North Ridge Building A foundation 1-5-2021.pdf, Returned Comments from Lou. 2.8.21.pdf Hello Lou, Upon review of the materials you dropped off yesterday, 2/8/21, I have the following comments; 1. I still need one full-size set of revised M.R.A. plans for Building A as attached above. 2. I still need two sets of revised Mastromonaco plans for Building B. 3. I need clarification on your marked-up copy of the BOT Resolution and I've reached out to Jen Gray, Mike Nowak and James at DRE for comments. I've attached a copy of this as well. Thanks. Xl�hd 11 /zzo Building& Fire Inspector Village of Rye Brook, NY (914) 939-0668 From: Mike Izzo Sent:Wednesday,January 20, 2021 1:25 PM To: Lou Larizza <loulazz@aol.com> Cc: 'Tara Gerardi'<tgerardi@ryebrook.org>; Laura Petersen <LPetersen@ryebrook.org> Subject: FW: 259 North Ridge Street Lou, Today you dropped off only two of the four pages shown in this email attachment, page S-001 and page 5-100. I still need two copies of corrected pages 5-101 and 5-102 for Building A. Thanks lWad(T Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 From: loulazz@aol.com <loulazz@aol.com> Sent:Tuesday,January 5, 2021 5:57 PM 1 To: Mike Izzo <Mlzzo@rvebrook.org> Subject: Fwd: 259 North Ridge Street Mike, I spoke to the Architect and she made a mistake on the date. She re-issued the new plans attached. You will get hard copies on Thursday morning when I receive them from her. Regards. Lou z Mike Izzo From: Mike Izzo D ��0 M Sent: Wednesday, January 20, 2021 9:05 AM "``�� v To: Lou Larizza FEB Cc: Michal Nowak; Steven Fews; 'Tara Gerardi'; Laura ete1 se _ 8 2021 Subject: FW: 259 north ridge st VV LLAGE Attachments: BOT Approval Resolution 3.14.19.pdf BVIL1)1NG t) RgRBROOK TMENT Lou, In addition to the corrected plans there are several requirements contained in the BOT Resolution which must be satisfied prior to the issuance of a Building Permit for either FAH Building on Lot 1. I've attached a copy of the resolution and highlighted those requirements for your convenience. Please review the entire resolution and either fulfill all requirements or provide proof that such requirements have been fully satisfied to the Building Department for review. Once all the conditions have been satisfied and proof of such satisfaction has been provided, reviewed, and approved we can revisit our plan review and permitting initiative for the two FAH Buildings on Lot 1. Thank you. Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Mike Izzo Sent: Wednesday, January 20, 2021 8:44 AM To: Lou Larizza <loulazz@aol.com> Subject: RE: 259 north ridge st I'm talking about the corrections needed for the MRA plans that reference the 2015 codes. You dropped off the corrected plans for Building B aka 2, I'm still waiting on the corrected plans for Building A aka 1. Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Lou Larizza <loulazz@aol.com> Sent: Tuesday,January 19, 2021 8:37 PM To: Mike Izzo <Mlzzo@ryebrook.org> Subject: Re: 259 north ridge st The affordable I dropped the foundation plans last week on Tuesday or Ar you talk about the custom home on the other lot Sent from my iPhone 1 >On Jan 19,2021, at 3:50 PM, Mike Izzo<Mlzzo@ryebrook.org>wrote: >Should be this week Lou. How are the plans coming for the 1 building? > Michael J. Izzo > Building& Fire Inspector >Village of Rye Brook, NY >(914) 939-0668 >-----Original Message----- > From: Lou Larizza <loulazz@aol.com> >Sent:Tuesday,January 19, 2021 3:43 PM >To: Mike Izzo<Mlzzo@ryebrook.org> >Subject: 259 north ridge st >Just ck in on the permit for 259 north ridge st for the 2 building thank you Lou please advice >Sent from my Whone 2 i On a motion made by Trustee Klein and seconded by Trustee Heiser,the follo t V RESOLUTION V/� FE8 81021 evl D NG DF RyE eR CONSIDERING APPROVAL OF A LOCAL LAW AMENDING EPARTMFN ZONING MAP OF THE VILLAGE OF RYE BROOK AND APPROVAL OF SUBDIVISION AND SITE PLAN APPLICATIONS FOR PROPERTY LOCATED AT 259 NORTH RIDGE STREET WHEREAS, the Board of Trustees is in receipt of revised applications by Louis Larizza, contract vendee,for approval of a petition for a zoning map amendment to rezone property from the R-15 zoning district to the Fair and Affordable Housing(FAH)zoning district,3-lot subdivision application and site plan application for four(4)units of affordable housing on proposed Lot 1, located at 259 North Ridge Street,at the intersection of West Ridge Street and North Ridge Street, designated as Parcel ID 135.35 1 11 on the Town of Rye Tax Map and located in the R-15 Zoning District and the Scenic Roads Overlay District;and WHEREAS, the Board of Trustees is the Approval Authority for the application pursuant to Village Code §250-6.1.E(2);and WHEREAS, the Board of Trustees has reviewed the following plans in addition to the application materials set forth in the memorandum from Frederick P. Clark Associates, Inc.,dated July i 5,2019: I. Engineer's Plans(Revised Site Plans for Lots 1, 2 and 3),prepared by Ralph G. Mastromonaco, P.E., P.C.,Croton-on-Hudson, N.Y: Sheet Number Sheet Title Dated 0 of 5 Cover Sheet and Drawing Schedule 8/27/18 rev.4/30/19 1 of 5 Site Plan, Grading/Layout 4/10/18 rev. 6/26/19 IA of 5 Lot I Grading/Layout 6/10/19 rev.6126119 2 of 5 Utility Plan 4110/18 rev.6/26119 3 of 5 Erosion Control Plan 4/10/18 rev.6/26119 4 of 5 Sight Distance Study 4/10/18 rev.4/10119 4A of 5 Stopping Sight Distance Study 4/30119 5 of 5 Details/Notes 2/21/18 rev. 1/25/19 1 of 1 Wetland Mitigation Plan 4/10/18 rev.6/26/19 2. Two Sets of Builder's Plans (Lot l Building IA and Building 1B), Lazz Development/Pawling Holdings,Port Chester, N.Y.: Sheet Number Sheet Title Dated 1 Elevations 4/27/18 2 Elevation Calculations, Fire Ladder Diagrams,and Site Section 1/23/18 3 Foundation Plan 4/27/18 4 First Floor Plans 4/27/18 5 Second Floor Plans 4/27/18 3. Planting Plan (Lot 1), prepared by Anthony Zaino, RLA, Westchester County Planning Department,dated 4/8/18,revised 12/13/18 4. Tree Preservation Plan (Lot /), prepared by Anthony Zaino, RLA, Westchester County Planning Department,dated 1/29/19 5. Preliminary Subdivision Plat, prepared by Ralph G. Mastromonaco, P.E., P.C., Croton-on- Hudson, N.Y.,dated April 10,2018,and WHEREAS,the Board of Trustees previously determined the proposed action to be an Unlisted Action pursuant to the State Environmental Quality Review Act(SEQRA);and l u 4171115R09160 9/10/19 � WHEREAS, the revised applications are in response to comments received by Village staff, consultants and the public concerning the previously proposed development of eight (8) units of affordable housing on proposed Lot I which was last considered on an agenda of the Board of Trustees on December 13,2016 for the purposes of a public hearing;and WHEREAS, the Board of Trustees referred the original applications to the Planning Board of the Village of Rye Brook in September 2015 and the Planning Board adopted an advisory Report and Recommendation in September 2016;and WHEREAS, the Board of Trustees referred the revised applications to the Planning Board of the Village of Rye Brook in November 2018 and the Planning Board adopted an advisory Report and Recommendation in March 2019;and WHEREAS, the Board of Trustees referred the revised applications to the Westchester County Planning Board pursuant to the NYS General Municipal Law and the Westchester County Administrative Code and received a response from Westchester County Planning Board dated April 1, 2019;and WHEREAS,on July 10, 2019,the Board of Trustees opened a public hearing on the subject site plan and subdivision applications, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said applications and the Board of Trustees closed the public hearing on August 27,2019;and WHEREAS, on August 27, 2019, the Board of Trustees opened a public hearing on the proposed local law, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said local law and the Board of Trustees closed the public hearing on August 27, 2019,and WHEREAS, the Board of Trustees has reviewed memoranda from the Village Planning Consultant and the Village Engineering Consultant;and WHEREAS, as set forth in Village Code §250-26.1(B), the purpose of the FAH District is to "provide flexible land use regulations,a streamlined permitting process and incentives to encourage the development of fair and affordable housing within the Village that will remain fair and affordable for at least 50 years as required pursuant to the Stipulation"and to"encourage a balanced demographic;"and WHEREAS,rezoning the property to the FAH District will benefit the Village by achieving the aforementioned objectives through the construction of affordable housing in buildings that have been designed to be generally consistent with the character of the neighborhood; and WHEREAS, pursuant to Village Code §250-26.1(F)(3)(b), the Applicant has requested that the Board of Trustees approve the following waivers from the applicable dimensional and bulk requirements of the FAH District to be applied to the subject property based on a May 15, 2019 and August 25,2019 Zoning Analysis by the Village Building& Fire Inspector: 4250-20.A., B., C., and DJ42504.113: The proposed construction of two detached dwellings on a single lot regardless of the number of families is not a permitted principal use, not a permitted accessory use, not a use permitted at the discretion of the Village Board, and not a use permitted at the discretion of the Planning Board in either the R-15 zone or in the FAH zone. Therefore,a waiver from the limitation of one main building permit lot is required. 2. §250-20.G(1)/250-7.F(6)(b): The minimum required front yard setback within the Scenic Roads Overlay District(SROD)is 60 feet. The proposed Lot I site plan indicates both 2-family FAH dwellings are proposed with a 30 foot front yard setback. Therefore it front yard setback waiver of 30 feet is required for both buildings. 1.11+n1e0 w10119 3. §250-7.F(6)(c): The minimum required vegetative buffer along North Ridge Street within the SROD is 35 feet. Both 2-family FAH buildings are proposed to be setback 30 feet from the front property line. Therefore, an SROD vegetative buffer waiver of 5 feet will be required for both buildings. 4. §250-6.G(1)(d)(2): The minimum required front yard setback for unenclosed off-street parking is 25 feet. Both 2 family FAN buildings are proposed to be provided with a parking court encroaching to within 14.7 feet of the front lot line. Therefore a front yard unenclosed off-street parking setback waiver of 10.3 feet will be required for both FAH parking courts. 5. §250-20.I(1): The maximum allowable front height/setback ratio is .60. FAH Building IA is proposed with a front height/setback ratio of .88. Therefore a front heighUsetback ratio waiver of .28 is required for FAH Building IA. 6. $250-20.1(1): The maximum allowable front height/setback ratio is .60. FAH Building 1B is proposed with a front height/setback ratio of .82. Therefore a front height setback ratio waiver of .22 is required for FAH Building 1 B. 7. §250-20.1(2): The maximum allowable side height/setback ratio is 1.60. FAN Building 1B is proposed with a side height/setback ratio of 2.2. Therefore a vide height/setback ratio waiver of .60 is required for FAH Building I B. WHEREAS, the Board of Trustees is fully familiar with the subject property and has reviewed and considered the Planning Board's report and recommendation, all submittals by the Applicant, all memoranda issued by Village staff and consultants, and all comments from the public and governmental agencies. NOW,THEREFORE BE IT RESOLVED,that in accordance with Section 250-40(G) of the Village Code, the Village Board hereby waives the following notification requirements for the public hearing requirements for this Application: 1. The names of the property owners listed on the mailing and affidavit of mailing may differ from the actual property owners; 2. Only one individual may be listed on the mailing and affidavit of mailing even though more than one individual may be a property owner;and 3. The size of the lettering on the posted sign may he approximately 0.5" lets than required by code. BE IT FURTHER RESOLVED, that the Board of Trustees hereby determines that the Project will not result in any significant adverse environmental impacts based upon the information stated in the EAF and supplemental information,and hereby adopts the annexed Negative Declaration. BE IT FURTHER RESOLVED, that the Board of Trustees hereby adopts the annexed local law amending the Zoning Map of the Village of Rye Brook to change the zoning designation of a portion of property located at 259 North Ridge Street and designated on the Town of Rye Tax Map as Section 135.35, Block 1, Lot 11, from the R-15 Zoning District to the FAH Zoning District, that portion being Lot I as shown on the Subdivision Plat,prepared by Ralph G. Mastromonaco, P.E., P.C., dated April )0, 2018, consisting of 56.909 square feet (1.30 acres). as described in the annexed local law. BE IT FURTHER RESOLVED, that the Board of Trustees hereby approves the FAH Zoning District,pursuant to Village Code§250-26.1(F)(3)(b),upon the following findings: 1. The waivers are consistent with the purpose and intent of the Village of Rye Brook Zoning Code and Official Map; r 11174A N160 wraro 2. The waivers will further fair and affordable housing within the Village by permitting the development of four(4)units of fair and affordable housing that are designed and intended to be consistent with the requirements of the 2009 Stipulation and Order of Settlement and Dismissal in the case of United States of America ex rel. Anti-Discrimination Center of Metro New York, Inc. v. Westchester County, New York, which requires Westchester County to implement a plan to provide 750 units of fair and affordable housing in eligible municipalities throughout the County; 3. The waivers will permit the construction of a two 2-family family residential buildings consisting of a total of four (4) units of fair and affordable housing pursuant to an architectural design and site layout that is generally consistent with the character of the North Ridge Street corridor and therefore, is in harmony with the appropriate and orderly development of the immediate area: 4. The waivers have been minimized the greatest extent practicable to mitigate any potential impacts upon the orderly development and quality of life for neighboring areas; 5. The waivers will permit the construction,a housing type that will add to the diversity of the Village's housing stock and which will contribute to economic development within the Village; 6. The site plan has been designed with the requested waivers to include appropriate screening, stormwater management facilities, landscaping and other site elements, such that the location, nature and height of the proposed building. location of parking and the nature and extent of landscaping on the site will not hinder or discourage the appropriate development and use of adjacent land and buildings or substantially impair the value thereof; 7. As demonstrated by the adoption of it Negative Declaration pursuant to SEQRA, the waivers will not result in any significant adverse environmental impacts;and 8. The requested waivers are the minimum necessary to maintain the economic viability of the affordable housing development proposal;and BE IT FURTHER RESOLVED, that the Board of Trustees hereby finds that the Final Plat will not be substantively changed from the Preliminary Plat, Section 250-26.1.E(2)(b) of the Village Zoning Code permits an applicant seeking an FAH Zoning designation to proceed directly to review of a Final Subdivision Plat, a public hearing has been held on the Subdivision Plat, dated April 10, 2018, prepared by Ralph G. Mastromonoco, P.E., P.C., Croton-on-Hudson, NY, therefore the Village Board determines that no further public hearing is required on the Final Plat. I BE IT FURTHER RESOLVED, that the Board of Trustees hereby grants final subdivision approval for the application referenced herein which includes the Subdivision Plat, dated April 10, 2018, prepared by Ralph G. Mastromonoco, P.E., P.C., Croton-on-Hudson, NY, and the Mayor is authorized to sign such plat subject to the following conditions and modifications which must be satisfied prior to the signing of the Final Plat by the Mayor: I. The Applicant shall prepare a Final Subdivision Plat in accordance with Section 219-32 of the Village of Rye Brook Subdivision Regulations,which shall include the Town of Rye tax lot designations for the subject lots, addition of a signature block for the Village Mayor. elimination of the word "Preliminary" and all other requirements of Section 219-32 of the Village Code. Upon obtaining a satisfactory review by the Village Engineer/Superintendent of Public Works, the Final Subdivision Plat shall be submitted for review and signature to the Westchester County Department of Health. The signature of the Department of Health shall be required prior to the signing of the Final Plat by the Mayor. 1 u 1/706Aawe,i 911w19 2. The Applicant shall submit a statement signed by the Town of Rye Receiver of 'Taxes that all taxes due by the Applicant have been paid. 3. Based on the current and anticipated future need for park and recreational opportunities in the Village of Rye Brook, and the demands of the future population of the proposed residential development, the Board of Trustees hereby finds that additional recreation/parkland should be created as a condition of approval for the Application. The Board of Trustees further determines that a suitable park of adequate size cannot be properly and practically located within the subject property, nor has the Applicant offered recreation/parkland of suitable size and practical location to adequately address the need for additional recreation/parkland within the Village. Therefore, the Board of Trustees hereby requires that the Applicant shall pay a Recreation Fee in Lieu of Parkland in accordance with Section 219-26.A(4) of the Village Code for the two (2) new lots to be created as a result of this approval (i.e., no fee is required for Lot 2 which contains the existing single-family dwelling). Such fee shall be based on the Recreation Fee for residential subdivisions as set forth in the Village of Rye Brook License & Permit Fee Schedule. 4. Submission a maintenance agreement and easement pursuant to Sections 217-19 and 2I7- 21 of the Village Code for stormwater management facilities, for review of the Village Attorney as to form. Such agreement shall be recorded in the Westchester County Clerk's Office simultaneously with the filing of the plat and proof of recording shall be submitted prior to the issuance of a Building Permit. 5. Once the Final Subdivision Plat has been endorsed by the Mayor, said plat must be filed in the Westchester County Clerk's Office within sixty-two (62) days. After said filing, two(2)copies of the Final Plat certified by Westchester County shall be submitted to the Village Building Department. 6. Prior to the issuance of a Building Permit, the Final Plat shall be filed in the Westchester County Clerk's Office in accordance with the provisions of New York State Village Law and Chapter 219 of the Village of Rye Brook Code. 7. Conditional approval of the Final Subdivision Plat shall expire one hundred eighty (180) days from the date of the adoption of this resolution unless the conditions above have been certified as completed and the Final Plat has been submitted for endorsement by the Mayor,or unless a written request for an extension of Final Subdivision Plat Approval is granted. The Village Board may grant ninety (90) day extensions to said time period upon written request by the Applicant. BE IT FURTHER RESOLVED,that the Board of Trustees hereby approves the site plan application referenced herein,upon the following conditions: 1. Construction of renovations on Lot 2 and a new single family dwelling on Lot 3 are subject to additional review and approval of a Site Plan,Wetland Permit and/or Steep Slopes Permit from the Village Planning Board as per the Village Code requirements now in effect. 2. Prior to the issuance of a Building Permit for Lot I and consistent with the recommendations of the Village's Traffic Consultant in a memorandum dated August 19, / 2019, the Site Plan shall be revised to prohibit left turn movements out of the northerly site access drive to minimize potential concerns related to sight line considerations to the south. 3. Prior to the issuance of a Building Permit,the Landscape Plan shall be revised to include additional trees in the rear yard. Such trees shall be of a species and location that meet the satisfaction of the Village Planning Consultant and Village Engineer/Superintendent of Public Works. 4. Prior to the issuance of a Building Permit for Lot 1, the Applicant shall submit a final SWPPP to the satisfaction of the Village Consulting Engineer. L.0l1 /��L<7 rr+n�,nmvre,r wr�vry 5, Prior to the issuance of a Building Permit for Lot 1, the Applicant shall obtain all required permits and/or approvals from the appropriate agencies for the Project, C� including approval of a Wetland Permit and Steep Slopes Permit from the Village Planning Board, 6. Prior to the issuance of a Building Permit for Lot 1, the Applicant shall submit a Final Construction Logistics and Management Plan for review and approval by the Village Engineer/Superintendent of Public Works 7. Prior to the issuance of a Building Permit for Lot I, the Applicant shall submit plans, _ details and calculations for the proposed retaining walls to the satisfaction of the Village's Consulting Engineer. 8. Prior to the issuance of a Building Permit for Lot l and consistent with comments from Westchester County Department of Planning in a letter dated April 1,2019,the Applicant ✓"`� shall identify and implement inflow and infiltration 11&I1 mitigation measures that will offset the projected increase in sewage flow by a ratio of one to one. Alternatively, the Applicant shall contribute$100 per dwelling unit toward a future inflow and infiltration study in the Village. 9. The Applicant shall submit appropriate Condominium or Homeowner's Association documentation for review as to form by the Village Attorney, which shall include i 1 i all necessary common access and utility easements, (2) maintenance obligations for all stormwater facilities, including the infiltration basin and all pipes, swales and structures that convey stormwater through the Property, and (3) a requirement for all landscaping shown on the approved plans to be maintained in a vigorous growing condition for the duration of the use, including a requirement that all plants not so maintained shall be replaced with new plants of comparable size and quality at the beginning of the next immediately following growing season. 10.The entire stormwater system, including any detention basin, shall be maintained by Lou Larizza as the Applicant for a period of two (2) years starting from when the Homeowner's Association takes over responsibility of the project site. After this two(2) year period, the Homeowners Association shall have the stormwater system inspected annually by a qualified individual or firm,and shall submit a copy of an inspection report to the Superintendent of Public Works of the Village of Rye Brook. 11.All landscaping shown on this plan shall be maintained in a vigorous growing condition for the duration of the use. All plants not so maintained shall be replaced with new plants of comparable size and quality at the beginning of the next immediately following j growing season. 12.The Applicant shall comply with all provisions of Village Code §250-26.1(G) through §250-26.1(L). 13.Prior to the issuance of a Building Permit, the Applicant shall submit a Declaration of Restrictive Covenants to the Program Administrator, as defined by Village Code §250- 26.1(D),or such other appropriate entity as determined by the Village Administrator, for approval in recordable form acceptable to the Village Attorney, which shall ensure that the AFFH Units shall remain subject to affordable housing regulations for the minimum fifty-year period set forth at Village Code §250-26.1(H). The Declaration of Restrictive Covenants shall state that the AFFH Unit shall be the primary residence of the resident household selected to occupy the unit. Upon approval by the Program Administrator,or such other appropriate entity as deternned by the Village Administrator, the Declaration of Restrictive Covenant shall be recorded in the Land Records Division of the Office of the Clerk of the County of Westchester prior to the issuance of a Certificate of Occupancy for any AFFH Unit. 14.Prior to the issuance of a Building Permit, to supplement the proposed stormwater (� management plan and further mitigate stormwater flows from the proposed project, the `J Applicant shall install an earthem berm along the rear property line and perform improvements to the storm drainage system in the public right of way of Eagles Bluff, I M1744M9160 9/1609 subject to review and approval of the Village's Consulting Engineer, or as otherwise modified and approved by the Village's Consulting Engineer. I 15.The AFFH Units constructed pursuant to this approval shall be sold or rented,and resold and re-rented only to qualifying income-eligible households for a period of 50 years. Resale and re-renting of the AFFH Units shall comply with the requirements set forth at Village Code g250-26.1(K) and $250-26.I(L), respectively. Such income-eligible households shall be solicited in accordance with the requirements, policies and protocols established in the Westchester County Fair and Affordable Housing Affirmative Marketing Plan, for so long as the Westchester County Fair and Affordable Housing Affirmative Marketing Plan remains in effect, so as to ensure outreach to racially and ethnically diverse households. BE IT FURTHER RESOLVED, that the Final Plat shall not be signed by the Mayor and no building permit shall be issued until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. TRUSTEE EPSTEIN NO TRUSTEE FISCHER AYE TRUSTEE HEISER AYE TRUSTEE KLEIN AYE MAYOR ROSENBERG AYE State of New York County of Westchester ss. Village of Rye Brook I hereby certify that this is the Resolution adopted by the Board of Trustees of the Village of Rye Brook which was duly passed by said Board on August 27,2019 IN WITNESS WHEREOF,I have hereunto set my hand and affixed the Seal of the Village of Rye Brook, this 10th day of September,2019 VilliageClerk rrr+n�.etavre,r wr!vro Mike Izzo From: Mike Izzo Sent: Wednesday,January 20, 2021 9:05 AM To: Lou Larizza Cc: Michal Nowak; Steven Fews; 'Tara Gerardi'; Laura Petersen Subject: FW: 259 north ridge st Attachments: BOT Approval Resolution 3.14.19.pdf Lo u, In addition to the corrected plans there are several requirements contained in the BOT Resolution which must be satisfied prior to the issuance of a Building Permit for either FAH Building on Lot 1. I've attached a copy of the resolution and highlighted those requirements for your convenience. Please review the entire resolution and either fulfill all requirements or provide proof that such requirements have been fully satisfied to the Building Department for review. Once all the conditions have been satisfied and proof of such satisfaction has been provided, reviewed, and approved we can revisit our plan review and permitting initiative for the two FAH Buildings on Lot 1. Thank you. Michael J. Izzo Building& Fire Inspector Village of Rye Brook, NY (914)939-0668 -----Original Message----- From: Mike Izzo Sent: Wednesday,January 20, 2021 8:44 AM To: Lou Larizza <loulazz@aol.com> Subject: RE: 259 north ridge st I'm talking about the corrections needed for the MRA plans that reference the 2015 codes. You dropped off the corrected plans for Building B aka 2, I'm still waiting on the corrected plans for Building A aka 1. Michael J. Izzo Building& Fire Inspector Village of Rye Brook, NY (914)939-0668 -----Original Message----- From: Lou Larizza <loulazz@aol.com> Sent:Tuesday,January 19, 2021 8:37 PM To: Mike Izzo<Mlzzo@ryebrook.org> Subject: Re: 259 north ridge st The affordable I dropped the foundation plans last week on Tuesday or Ar you talk about the custom home on the other lot Sent from my iPhone 1 >On Jan 19, 2021, at 3:50 PM, Mike Izzo<Mlzzo@ryebrook.org>wrote: >Should be this week Lou. How are the plans coming for the 1 building? > Michael J. Izzo > Building& Fire Inspector >Village of Rye Brook, NY >(914) 939-0668 >-----Original Message----- > From: Lou Larizza <loulazz@aol.com> >Sent:Tuesday,January 19, 2021 3:43 PM >To: Mike Izzo<Mlzzo@ryebrook.org> >Subject: 259 north ridge st >Just ck in on the permit for 259 north ridge st for the 2 building thank you Lou please advice >Sent from my iPhone 2 On a motion made by Trustee Klein and seconded by Trustee Heiser,the following resolution was adopted. RESOLUTION CONSIDERING APPROVAL OF A LOCAL LAW AMENDING THE ZONING MAP OF THE VILLAGE OF RYE BROOK AND APPROVAL OF SUBDIVISION AND SITE PLAN APPLICATIONS FOR PROPERTY LOCATED AT 259 NORTH RIDGE STREET WHEREAS, the Board of Trustees is in receipt of revised applications by Louis Larizza, contract vendee,for approval of a petition for a zoning map amendment to rezone property from the R-15 zoning district to the Fair and Affordable Housing(FAH)zoning district,3-lot subdivision application and site plan application for four(4)units of affordable housing on proposed Lot 1,located at 259 North Ridge Street,at the intersection of West Ridge Street and North Ridge Street, designated as Parcel ID 135.35 1-1 1 on the Town of Rye Tax Map and located in the R-15 Zoning District and the Scenic Roads Overlay District;and WHEREAS, the Board of Trustees is the Approval Authority for the application pursuant to Village Code §250-6.1.E(2);and WHEREAS, the Board of Trustees has reviewed the following plans in addition to the application materials set forth in the memorandum from Frederick P. Clark Associates, Inc., dated July 5,2019: 1. Engineer's Plans (Revised Site Plans for Lots 1,2 and 3), prepared by Ralph G. Mastromonaco, P.E., P.C.,Croton-on-Hudson, N.Y: Sheet Number Sheet Title Dated 0 of 5 Cover Sheet and Drawing Schedule 8/27/18 rev.4/30/19 1 of 5 Site Plan, Grading/Layout 4/10/18 rev. 6/26/19 IA of 5 Lot I Grading/Layout 6/10/19 rev. 6/26/19 2 of 5 Utility Plan 4/10/18 rev. 6/26/19 3 of 5 Erosion Control Plan 4/10/18 rev.6/26/19 4 of 5 Sight Distance Study 4/10/18 rev.4/10/19 4A of 5 Stopping Sight Distance Study 4/30/19 5 of 5 Details/Notes 2/21/18 rev. 1/25/19 1 of 1 Wetland Mitigation Plan 4/10/18 rev.6/26/19 2. Two Sets of Builder's Plans (Lot 1 Building I and Building IB), Lazz Development/Pawling Holdings, Port Chester,N.Y.: Sheet Number Sheet Title Dated 1 Elevations 4/27/18 2 Elevation Calculations, Fire Ladder Diagrams, and Site Section 1/23/18 3 Foundation Plan 4/27/18 4 First Floor Plans 4/27/18 5 Second Floor Plans 4/27/18 3. Planting Plan (Lot 1), prepared by Anthony Zaino, RLA, Westchester County Planning Department,dated 4/8/18,revised 12/13/18 4. Tree Preservation Plan (Lot 1), prepared by Anthony Zaino, RLA, Westchester County Planning Department,dated 1/29/19 5. Preliminary Subdivision Plat, prepared by Ralph G. Mastromonaco, P.E., P.C., Croton-on- Hudson, N.Y.,dated April 10, 2018;and WHEREAS, the Board of Trustees previously determined the proposed action to be an Unlisted Action pursuant to the State Environmental Quality Review Act(SEQRA);and !41?174/686916.1 9/10/19 1 WHEREAS, the revised applications are in response to comments received by Village staff, consultants and the public concerning the previously proposed development of eight (8) units of affordable housing on proposed Lot 1 which was last considered on an agenda of the Board of Trustees on December 13,2016 for the purposes of a public hearing;and WHEREAS, the Board of Trustees referred the original applications to the Planning Board of the Village of Rye Brook in September 2015 and the Planning Board adopted an advisory Report and Recommendation in September 2016;and WHEREAS, the Board of Trustees referred the revised applications to the Planning Board of the Village of Rye Brook in November 2018 and the Planning Board adopted an advisory Report and Recommendation in March 2019;and WHEREAS, the Board of Trustees referred the revised applications to the Westchester County Planning Board pursuant to the NYS General Municipal Law and the Westchester County Administrative Code and received a response from Westchester County Planning Board dated April 1, 2019;and WHEREAS,on July 10, 2019,the Board of Trustees opened a public hearing on the subject site plan and subdivision applications, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said applications and the Board of Trustees closed the public hearing on August 27, 2019;and WHEREAS, on August 27, 2019, the Board of Trustees opened a public hearing on the proposed local law, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said local law and the Board of Trustees closed the public hearing on August 27, 2019; and WHEREAS, the Board of Trustees has reviewed memoranda from the Village Planning Consultant and the Village Engineering Consultant;and WHEREAS, as set forth in Village Code §250-26.1(B), the purpose of the FAH District is to "provide flexible land use regulations,a streamlined permitting process and incentives to encourage the development of fair and affordable housing within the Village that will remain fair and affordable for at least 50 years as required pursuant to the Stipulation"and to"encourage a balanced demographic;"and WHEREAS, rezoning the property to the FAH District will benefit the Village by achieving the aforementioned objectives through the construction of affordable housing in buildings that have been designed to be generally consistent with the character of the neighborhood;and WHEREAS, pursuant to Village Code §250-26.1(17)(3)(b), the Applicant has requested that the Board of Trustees approve the following waivers from the applicable dimensional and bulk requirements of the FAH District to be applied to the subject property based on a May 15, 2019 and August 25,2019 Zoning Analysis by the Village Building&Fire Inspector: 1. §250-20.A., B., C., and DJ§250-4.B: The proposed construction of two detached dwellings on a single lot regardless of the number of families is not a permitted principal use, not a permitted accessory use, not a use permitted at the discretion of the Village Board, and not a use permitted at the discretion of the Planning Board in either the R-15 zone or in the FAH zone. Therefore, a waiver from the limitation of one main building permit lot is required. 2. §250-20.G(1)1250-7.F(6)(b): The minimum required front yard setback within the Scenic Roads Overlay District(SROD)is 60 feet. The proposed Lot 1 site plan indicates both 2-family FAH dwellings are proposed with a 30 foot front yard setback. Therefore a front yard setback waiver of 30 feet is required for both buildings. 1J1 174/6R69160 9/10/19 3. §250-7.F(6)(c): The minimum required vegetative buffer along North Ridge Street within the SROD is 35 feet. Both 2-family FAH buildings are proposed to be setback 30 feet from the front property line, Therefore, an SROD vegetative buffer waiver of 5 feet will be required for both buildings. 4. §250-6.G(1)(d)(2): The minimum required front yard setback for unenclosed off-street parking is 25 feet. Both 2-family FAH buildings are proposed to be provided with a parking court encroaching to within 14.7 feet of the front lot line. Therefore a front yard unenclosed off-street parking setback waiver of 10.3 feet will be required for both FAH parking courts. 5. §250-20.I(1): The maximum allowable front height/setback ratio is .60. FAH Building IA is proposed with a front height/setback ratio of .88. Therefore a front height/setback ratio waiver of .28 is required for FAH Building IA. 6. §250-20.I(1): The maximum allowable front height/setback ratio is .60. FAH Building 1B is proposed with a front height/setback ratio of .82. Therefore a front height setback ratio waiver of .22 is required for FAH Building 1 B. 7. §250-20.I(2): The maximum allowable side height/setback ratio is 1.60. FAH Building IB is proposed with a side height/setback ratio of 2.2. Therefore a Side height/setback ratio waiver of .60 is required for FAH Building 1B. WHEREAS, the Board of Trustees is fully familiar with the subject property and has reviewed and considered the Planning Board's report and recommendation, all submittals by the Applicant, all memoranda issued by Village staff and consultants, and all comments from the public and governmental agencies. NOW,THEREFORE BE IT RESOLVED,that in accordance with Section 250-40(G) of the Village Code, the Village Board hereby waives the following notification requirements for the public hearing requirements for this Application: 1. The names of the property owners listed on the mailing and affidavit of mailing may differ from the actual property owners; 2. Only one individual may be listed on the mailing and affidavit of mailing even though more than one individual may be a property owner;and 3. The size of the lettering on the posted sign may be approximately 0.5" less than required by code. BE IT FURTHER RESOLVED, that the Board of Trustees hereby determines that the Project will not result in any significant adverse environmental impacts based upon the information stated in the EAF and supplemental information, and hereby adopts the annexed Negative Declaration. BE IT FURTHER RESOLVED, that the Board of Trustees hereby adopts the annexed local law amending the Zoning Map of the Village of Rye Brook to change the zoning designation of a portion of property located at 259 North Ridge Street and designated on the Town of Rye Tax Map as Section 135.35, Block 1, Lot 11, from the R-15 Zoning District to the FAH Zoning District, that portion being Lot I as shown on the Subdivision Plat, prepared by Ralph G. Mastromonaco, P.E., P.C., dated April 10, 2018, consisting of 56,909 square feet (1.30 acres), as described in the annexed local law. BE IT FURTHER RESOLVED, that the Board of Trustees hereby approves the FAH Zoning District,pursuant to Village Code §250-26.1(F)(3)(b),upon the following findings: 1. The waivers are consistent with the purpose and intent of the Village of Rye Brook Zoning Code and Official Map; I+l 174/6869164 9//0//9 2. The waivers will further fair and affordable housing within the Village by permitting the development of four(4) units of fair and affordable housing that are designed and intended to be consistent with the requirements of the 2009 Stipulation and Order of Settlement and Dismissal in the case of United States of America ex rel. Anti-Discrimination Center of Metro New York, Inc. v. Westchester County, New York, which requires Westchester County to implement a plan to provide 750 units of fair and affordable housing in eligible municipalities throughout the County; 3. The waivers will permit the construction of a two 2-family family residential buildings consisting of a total of four (4) units of fair and affordable housing pursuant to an architectural design and site layout that is generally consistent with the character of the North Ridge Street corridor and therefore, is in harmony with the appropriate and orderly development of the immediate area; 4. The waivers have been minimized the greatest extent practicable to mitigate any potential impacts upon the orderly development and quality of life for neighboring areas; 5. The waivers will permit the construction a housing-type that will add to the diversity of the Village's housing stock and which will contribute to economic development within the Village; 6. The site plan has been designed with the requested waivers to include appropriate screening, stormwater management facilities, landscaping and other site elements, such that the location, nature and height of the proposed building, location of parking and the nature and extent of landscaping on the site will not hinder or discourage the appropriate development and use of adjacent land and buildings or substantially impair the value thereof; 7. As demonstrated by the adoption of a Negative Declaration pursuant to SEQRA, the waivers will not result in any significant adverse environmental impacts;and 8. The requested waivers are the minimum necessary to maintain the economic viability of the affordable housing development proposal;and BE IT FURTHER RESOLVED, that the Board of Trustees hereby finds that the Final Plat will not be substantively changed from the Preliminary Plat, Section 250-26.1.E(2)(b) of the Village Zoning Code permits an applicant seeking an FAH Zoning designation to proceed directly to review of a Final Subdivision Plat, a public hearing has been held on the Subdivision Plat, dated April 10, 2018, prepared by Ralph G. Mastromonoco, P.E., P.C., Croton-on-Hudson, NY, therefore the Village Board determines that no further public hearing is required on the Final Plat. BE IT FURTHER RESOLVED, that the Board of Trustees hereby grants final subdivision approval for the application referenced herein which includes the Subdivision Plat, dated April 10, 2018, prepared by Ralph G. Mastromonoco, P.E., P.C., Croton-on-Hudson, NY, and the Mayor is authorized to sign such plat subject to the following conditions and modifications which must be satisfied prior to the signing of the Final Plat by the Mayor: 1. The Applicant shall prepare a Final Subdivision Plat in accordance with Section 219-32 of the Village of Rye Brook Subdivision Regulations,which shall include the Town of Rye tax lot designations for the subject lots, addition of a signature block for the Village Mayor, elimination of the word "Preliminary" and all other requirements of Section 219-32 of the Village Code. Upon obtaining a satisfactory review by the Village Engineer/Superintendent of Public Works, the Final Subdivision Plat shall be submitted for review and signature to the Westchester County Department of Health. The signature of the Department of Health shall be required prior to the signing of the Final Plat by the Mayor. i13/74/686916,I 9/10//9 2. The Applicant shall submit a statement signed by the Town of Rye Receiver of Taxes that all taxes due by the Applicant have been paid. 3. Based on the current and anticipated future need for park and recreational opportunities in the Village of Rye Brook, and the demands of the future population of the proposed residential development, the Board of Trustees hereby finds that additional recreation/parkland should be created as a condition of approval for the Application. The Board of Trustees further determines that a suitable park of adequate size cannot be properly and practically located within the subject property, nor has the Applicant offered recreation/parkland of suitable size and practical location to adequately address the need for additional recreation/parkland within the Village. Therefore, the Board of Trustees hereby requires that the Applicant shall pay a Recreation Fee in Lieu of Parkland in accordance with Section 219-26.A(4) of the Village Code for the two (2) new lots to be created as a result of this approval (i.e., no fee is required for Lot 2 which contains the existing single-family dwelling). Such fee shall he based on the Recreation Fee for residential subdivisions as set forth in the Village of Rye Brook License & Permit Fee Schedule. 4. Submission a maintenance agreement and easement pursuant to Sections 217-19 and 217- 21 of the Village Code for stormwater management facilities, for review of the Village Attorney as to form. Such agreement shall be recorded in the Westchester County Clerk's Office simultaneously with the filing of the plat and proof of recording shall be submitted prior to the issuance of a Building Permit. 5. Once the Final Subdivision Plat has been endorsed by the Mayor, said plat must be filed in the Westchester County Clerk's Office within sixty-two (62) days. After said filing, two(2)copies of the Final Plat certified by Westchester County shall be submitted to the Village Building Department. 6. Prior to the issuance of a Building Permit, the Final Plat shall be filed in the Westchester County Clerk's Office in accordance with the provisions of New York State Village Law and Chapter 219 of the Village of Rye Brook Code. 7. Conditional approval of the Final Subdivision Plat shall expire one hundred eighty (180) days from the date of the adoption of this resolution unless the conditions above have been certified as completed and the Final Plat has been submitted for endorsement by the Mayor,or unless a written request for an extension of Final Subdivision Plat Approval is granted. The Village Board may grant ninety (90) day extensions to said time period upon written request by the Applicant. BE IT FURTHER RESOLVED,that the Board of Trustees hereby approves the site plan application referenced herein,upon the following conditions: 1. Construction of renovations on Lot 2 and a new single family dwelling on Lot 3 are subject to additional review and approval of a Site Plan,Wetland Permit and/or Steep Slopes Permit from the Village Planning Board as per the Village Code requirements now in effect. 2. Prior to the issuance of a Building Permit for Lot 1 and consistent with the recommendations of the Village's Traffic Consultant in a memorandum dated August 19, 2019,the Site Plan shall be revised to prohibit left turn movements out of the northerly site access drive to minimize potential concerns related to sight line considerations to the south. 3. Prior to the issuance of a Building Permit,the Landscape Plan shall be revised to include additional trees in the rear yard. Such trees shall be of a species and location that meet the satisfaction of the Village Planning Consultant and Village Engineer/Superintendent of Public Works. 4. Prior to the issuance of a Building Permit for Lot 1, the Applicant shall submit a final SWPPP to the satisfaction of the Village Consulting Engineer. t 1 W4MN69160 9/10/19 5. Prior to the issuance of a Building Permit for Lot 1, the Applicant shall obtain all required permits and/or approvals from the appropriate agencies for the Project, including approval of a Wetland Permit and Steep Slopes Permit from the Village Planning Board. 6. Prior to the issuance of a Building Permit for Lot 1, the Applicant shall submit a Final Construction Logistics and Management Plan for review and approval by the Village Engineer/Superintendent of Public Works. 7. Prior to the issuance of a Building Permit for Lot 1, the Applicant shall submit plans, details and calculations for the proposed retaining walls to the satisfaction of the Village's Consulting Engineer. 8. Prior to the issuance of a Building Permit for Lot 1 and consistent with comments from Westchester County Department of Planning in a letter dated April 1,2019,the Applicant shall identify and implement inflow and infiltration (1&I) mitigation measures that will offset the projected increase in sewage flow by a ratio of one to one. Alternatively, the Applicant shall contribute $100 per dwelling unit toward a future inflow and infiltration study in the Village. 9. The Applicant shall submit appropriate Condominium or Homeowner's Association documentation for review as to form by the Village Attorney, which shall include (1) all necessary common access and utility easements, (2) maintenance obligations for all stormwater facilities, including the infiltration basin and all pipes, swales and structures that convey stormwater through the Property, and (3) a requirement for all landscaping shown on the approved plans to be maintained in a vigorous growing condition for the duration of the use, including a requirement that all plants not so maintained shall be replaced with new plants of comparable size and quality at the beginning of the next immediately following growing season. 10.The entire stormwater system, including any detention basin, shall be maintained by Lou Larizza as the Applicant for a period of two (2) years starting from when the Homeowner's Association takes over responsibility of the project site. After this two(2) year period, the Homeowners Association shall have the stormwater system inspected annually by a qualified individual or firm, and shall submit a copy of an inspection report to the Superintendent of Public Works of the Village of Rye Brook. 11.All landscaping shown on this plan shall be maintained in a vigorous growing condition for the duration of the use. All plants not so maintained shall he replaced with new plants of comparable size and quality at the beginning of the next immediately following growing season. 12.The Applicant shall comply with all provisions of Village Code §250-26.1(G) through §250-26.1(L). 13.Prior to the issuance of a Building Permit, the Applicant shall submit a Declaration of Restrictive Covenants to the Program Administrator, as defined by Village Code §250- 26.1(D), or such other appropriate entity as determined by the Village Administrator, for approval in recordable form acceptable to the Village Attorney, which shall ensure that the AFFH Units shall remain subject to affordable housing regulations for the minimum fifty-year period set forth at Village Code §250-26.1(H). The Declaration of Restrictive Covenants shall state that the AFFH Unit shall be the primary residence of the resident household selected to occupy the unit. Upon approval by the Program Administrator,or such other appropriate entity as determined by the Village Administrator, the Declaration of Restrictive Covenant shall be recorded in the Land Records Division of the Office of the Clerk of the County of Westchester prior to the issuance of a Certificate of Occupancy for any AFFH Unit. 14.Prior to the issuance of a Building Permit, to supplement the proposed stormwater management plan and further mitigate stormwater flows from the proposed project, the Applicant shall install an earthern berm along the rear property line and perform improvements to the storm drainage system in the public right of way of Eagles Bluff, 1 i/ 174M69/60 9110119 f subject to review and approval of the Village's Consulting Engineer, or as otherwise modified and approved by the Village's Consulting Engineer. 15.The AFFH Units constructed pursuant to this approval shall be sold or rented,and resold and re-rented only to qualifying income-eligible households for a period of 50 years. Resale and re-renting of the AFFH Units shall comply with the requirements set forth at Village Code §250-26.1(K) and §250-26.1(L), respectively. Such income-eligible households shall be solicited in accordance with the requirements, policies and protocols established in the Westchester County Fair and Affordable Housing Affirmative Marketing Plan, for so long as the Westchester County Fair and Affordable Housing Affirmative Marketing Plan remains in effect, so as to ensure outreach to racially and ethnically diverse households. BE IT FURTHER RESOLVED, that the Final Plat shall not be signed by the Mayor and no building permit shall be issued until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. TRUSTEE EPSTEIN NO TRUSTEE FISCHER AYE TRUSTEE HEISER AYE TRUSTEE KLEIN AYE MAYOR ROSENBERG AYE State of New York County of Westchester ss: Village of Rye Brook I hereby certify that this is the Resolution adopted by the Board of Trustees of the Village of Rye Brook which was duly passed by said Board on August 27,2019 IN WITNESS WHEREOF,I have hereunto set my hand and affixed the Seal of the Village of Rye Brook, this loth day of September,2019 D t Viliage Clerk /HI i/74/6869/6k/ 9//0//9 Building Permit Check List&Zoning_An4sis Address: SBL: I -;-C,3 S — L Zone t z^ I S Use: Z Z 0 Const.Type: .�-� Other. A,9, Zc►J F Submittal Date: 'T I Z-Z> Revisions Submittal Dates: Z Z 1 1 .3 2 o ( , l ITZ t Z 21 Applicant: L d ct—t 2'2- A Z �- Nature of Work: 1 J fzt, Z. .{ Qh ETA n/S S Reviews:ZBA:.I J I 7 PB: BOT: Other. hMp OK ( ) ( ) FEES:Filing: 7S• BP: I C/O Legalization: ( ) (� APP: Dated: ✓ Notarized: SBL: ✓ Truss I.D. ✓ Cross Connection: ✓ H.O.A.: ( ) (� Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Shore Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt: Tree Plan: Other. ( ) (v� SURVEY:Dated Current: Archival:- Sealed: Unacceptable: ( ) (,� PLANS:Date tamped: ✓ Sealed: ✓ Copies: Z Electronic: ✓ Other. ( (-KLuense: Workers Comp: L/_Liabl ty Comp.Waiver. Other. (a (JJ CODE 753#: Dlnda1-00/—9710-00 Dated N/A: HIGH-VOLTAGE ELECTRICAL.•Plans: Pernur: N/A: Other. (� ( ) LOW-VOLTAGE ELECTRICAL:Plans: Pert: N/A: Other. (� ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. PLUMBING Plans: Permit Nat Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit N/A Other. H V.A.C.: Plans: Permit N/A: Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. O O 2020 NY State ECCC: N/A: Other. (� ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other: ARB mtg,date: approval• at ZS Zo notes: ( )ZBA mtg.date: approval: notes: (,�PB mtg.date: approval• notes: REQUIRED EXLSI'ING PROPOSED NOTES APPROVED Ate: MAY 2 6 7091 Cir FFn g� Front: Front: Sides: Main Cov A Ft.HS : Sd.H/Sb C Tom: Ft.Imp: Parking Hight/Stories: notes: JU e" 3 Z IT) N D c S z - r.�F �!.�-�. 2 t L -4 Residential Building Permit Fee Work Sheet Permit#: Date Issued SBL: Zone: Address: M .—TZ'-,.S -tL t A 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 • Building Permit Fee Basement= I SS 5 sq.ft.x$65.00 = $ 1 a 36 870- — x$I5.001$1,000.00= $ Attached Garage = S0 (o sq. ft. x$225.00= $ l 1 3 , 1 SP. — x$I5.00/$I,000.00= $ I"Fl. = l S 4� sq. ft.x $225.00= $ 3 t S 90- x$I 5.00/$I,000.00= $ S 3 17 3 , 2 S 2"Fl. = 1.54 sq. ft. x$225.00 = $ 3S 4, �g�. � x $I5.00/$I,000.00 = $ Y Fl. = sq. ft.x $225.00= $ x$15.00/$1,000.00= $ 4,'Fl. = sq. ft.x$225.00= $ x$I5.00/$I,000.00 = $ Total Sq.Ft._ . .S 30 3 sq. ft. Total Cost= $ '19)ZQ_ Total B.P.Fee= $ Total Amount Paid = $ � T Total Amount Due= $ t!1 Date: APR 2 7 1011 Signed: 6 BUILD.ING DEPARTMENT IECIEWIED VILLAGE OF RYE BROOK JUL 10 2020 ` 938 KING STIREET RYE BROOK,NY 1057 (914)939-0668 FAX(914)939-5801 VILLAGE OF RYE BROOK BUILDING DEPARTME-N www.ryebrook.org ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: 259 North Ridge Street �jt—�: • Date of Submission: Parcel ID#: I3SI55'- I —1 ( Zone: 2^Z� Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT Development of(2)two family affordable housing homes The following items must be submitted to the Building Department by the applicant-no exceptions. 1. ( x )Completed Application 2. ( x )Two(2)sets of sealed plans. (one full size Property Owner: Louis Larizza, Contract Vendee :maximum allowable plan size=36"x 42"; and one 1 I-x17") 3. ( x )Two(2)copies of the property survey. Address:25 South Regent Street, Port Chester,NY 4. (x )Two(2)copies of the proposed site plan. Phone#914-396-9606 5. (x )One electronic/disc copy of the complete application materials. Applicant appearing before the Board: 6. (x )Filing Fee. Louis Larizza Address:25 South Regent Street, Port 7. (x )Any supporting documentation. 8. ( ) HOA approval letter. (ifapplicable) Chester,NY 10573 9. (x ) Photographs. Phone#914-396-9606 10.( x )Samples of finishes/color chart. la sample board 01' model mar be presented the night of the meeting) Architect/Engineer: Ralph Mastromonoco Phone#914-271-4762 By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures,and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this Sworn to before me this l day of , 20 day of , 20.�l/ ignature fProperty Signature Af lkpplicant Print Name of Property Owner Pint Name of Applicant Notary Public Notary Public 111 NORMAN B. NAISHTUT NOTARY PUBLIC, 66 f New York Oualifled In Nassau County Commission Expires July 2,20 7G�1 y VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, September 23, 2020 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on September 23, 2020 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following https://us02web.zoom.us/j/82763902266 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 827 6390 2266 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 259 N. Ridge Street Re-Appearance 2 New Two 5055a (Lanz Development) Family Homes ,JC� Z 9 At � N ML NM MR ` SE JM SF AC MI KC • t f� ! 1 VILLAGE pF �--•_. ( 01NC CE'yl- LAll DEVELOPMENT CO., LLC = n , 259 NORTH RIDGE STREET, RYE BROOK, NY 10573 LIST OF MATERIALS ROOF: SLATE GREY 30 YEAR ARCHITECTURAL SIDING: VINYL CLAPBOARD, GREY WINDOWS: WHITE VINYL GARAGE DOORS: INSULATED VINYL: WHITE SHUTTERS: RAISED PANEL VINYL, BLACK TRIM CORNERS, FASCIA & SOFFIT: WHITE LEADERS & GUTTERS: WHITE FRONT DOOR: WHITE r" ` V: ZONING ANALYSIS F ONE REQUIRED PROPOSED PROPOSED PROPOSE RTH RIDGE STREET LOT 1 AFH LOT2 LOT 3ZE OF LOT-LOT AREA 15,000 SF 56,909 SF 56,909 SF 53,332 SF 62,380 SF ONTAL CIRCLE DIAMETER 100' 100' 100, 100' 100'AGE 75' 280' 280' 227' 204' I` MIN.YARD DIMENSIONS BLDG.1-A BLDG.1.6 SCENIC ROAD OVERLAY DISTRICT FRONT YARD INCREASED BY 1.5 40'X1.5=W W* 30'' 27'EXIST. 69, FRONT 40 W. 30'' 27 EXIST. 69, SIDE(ONE) 15, 63.9 15, 28' 23' SIDE(TOTAL OF 2 INTERIOR LOT 40 208.9' 210' 115, 109, REAR 40' 48.2' 140' 295' 289' VAX.-tE GH-OF BUILDING IS-ORi=_S 2 2 2 1 2 IFEET 30' 26' 26' 14' 22' I HEIGHT SETBACK RATIO FRONT 0.6 0.98 0.82 0.48 0.31 SIDE 1.6 0.28 22 0.49 0.96 MIN.USABLE OPEN SPACE 1,2001DU 36,250 SF 36,250 SF 48,000 SF 51,000 SF MIN.FLOOR AREA OF DWELLINGS 1,600 SF 3,860 SF 3,860 SF 2,330 SF 4,560 SF MAX.GROSS FLOOR AREA MAIN BLDG. ALLOWED 8,032 SF 8,032 SF 7,621 SF 8,660 SF 4,000((LOT AREA-21,780)'0.11478421) PROPOSED 3,880 SF 3,860 SF 2,330 SF 2,905 SF RESIDENTIAL LOT COVERAGE 16% 3.80% 3.80% 4.30% 4.60% IMPERVIOUS COVERAGE ALLOWED 14,979 SF 14,979 SF 14,192 SF 16,183 SF IMPERVIOUS COVERAGE PROPOSED 5,483 SF 5,748 SF 5,540 SF 5,058 FRONT YARD iMP.COVERAGE 35% 13.30% 13.30% 32.20% 8.60% PARKING REQUIREMENT 21DU 2 2 TWO-FAMILY DWELLING PARKING 5 5 5 NO UNENCLOSED PARKING WITHIN 25 FT.OF FRONT LOT LINE 52' 52' 10'(EXIST.) 62' 2.5 FT.OF SIDE LOT LINE 10, 87' 6V 26' '=Mori fica Wns of dimmalonal and bulk requirementa pyrsuant to FAH Dls4rict Sect.250.26.1,F 3 RALPH G. MASTROMONACO, P.E., P.C. Consulting Engineers 13 Dove Court, Croton-on-Hudson, New York 10520 (914) 271-4762 (914) 271-2820 Fox A� CERTIFICATE OF LIABILITY INSURANCE DATE(MWDDrlr"Y) 03/03/2023 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(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements. PRODUCER CON NAME T ANA C EUGENIO Albert Palancla Agency, Inc. =No (914P-13� , („4)0& 25 116 Mamaroneck Avenue EMAIL ADDRESS; an lanclalnsurence.com Mamaroneck, NY 10543 INSu s AFFORDING COVERAGE NAIC0 NSURERA: MERCHANTS INSURED INSURER B. PROGRESSIVE COMMERCIAL SANROZ HEATING&AIR CONDITIONING, INC. INSUREIRC: HARTFORD ACCIDENT AND INDEMNITY CO _223 32 LAKESIDE DR INSURERD: KATONAH, NY 10536-1610 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 10008319-402330 REVISION NUMBER: 41 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. NMI A LTR TYPE OF INSURANCE WLft-5—R7 POLICY NUMBER POLICY EFF POLICY EX► LIMITS A X COMMERCIAL GENERAL LIABILITY CTRIO07228 112/29/2022 12/29/2023 EACH OCCURRENCE s 2 000.000 CLAIMS-MADE ©OCCUR ISES a occurrence S 500 000 MED EXP one n $ 5,000 X L"ILITY _ PERSONAL a ADV INJURY s 2,000,0001 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE i 4,000,000 POLICY PRO- JECT 71 LOC PRODUCTS-COMP/OP AGG s 4,000.000 OTHER. s B AUTOMOBILE uA61UTv 01978152-2 04/01/2022 04/01/2023 =ID ni INGLE LIMIT = 1.0 000 ANY AUTO BODILY INJURY(Per person) s OWNED SCHEDULED AUTOS ONLY X_ AUTOS BODILY INJURY(Per accident) S HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY Is UMBRELLA UAe OCCUR EACH OCCURRENCE s EXCESS LIAR CWq � AGGREGATE s DED RETENTION s `+ WORKERSATION AND EMPLOYERS' ABILrr 16WECAR8F8L 05101/2022 06/01/202: 500 000 AND EMPLOYERS'LIABILITY ',ANY PROPRIETORIPARTNERlEXECUTrVE YIN 000 OFFICERIMEMBER EXCLUDED? a NIA E.L.EACH ACCIDENT : 1000 0 00 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEEs 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE•POLICY UMrr $ 500,000 D DISABILITY D664028 05/01/2022 08/011M DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached N more space la required) 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 BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 938 KING STREET RYE BROOK, NY 10573 AUTHORIZED REPRESENTATIVE 44, ACE ©1988 ACORD CORPORATION. All rights reserved. ACORD 26(2016/03) The ACORD name and logo are registered marks of ACORD Printed by ACE on 03/03/2023 at 11 21AM ORK Workers' CERTIFICATE OF fTATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE lt>' la Lega-Name IL Address of Insured(use street address onlyl — 1b Business Telephone Number of Insrue,l SANROZ HEATING 6 AIR CONDITIONING INC r9141943-8W8 132 LAKESIDE DR KATONAH NY 10536.1610 I NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required,r coveiayr•is 3peC1fwa1ly arrrrte(1 to certain locations in New York State i o a Nhap-Up Poky,) 110 F edelal Employer Identification Number of Insured o,Social Securi!y INumber 20 1655977 12 Name and Address of Entity Requesting Proof of Cove•age 3a Name of Insurance Carrier (EnttV Being I.sfed as the Certificate Holder) Hartford Accident and Indemnity Co V'ILIAGE OF RYE BROOK I BUILDING DEPARTMFNT 3b Policy Number 938 KING STREET 16WECAcy of Entity L-sted in Box I RYE BROOK NY 10573 3c Policy effective period 05/0 t 1022 to 05i0 t 12023 .3d The Proprietor Partners or Executive Officers are rnCN/ded (lit chat*004 Aart pioneersOfters NXAWd — U all excluded or certain pannerwoffxx3rs excluded This certifies that the insurance carrier Indicated above in box-3"insures the business referenced above in box '1 a'for workers' compensation under the New York State Workers'Compensation Law (To use this form, New York(NY)must be listed under bm 3A on the INFORMATION PAGE of the workens'eompeneation 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 pays IF there are reasons other than nonpayment of premiums that cancel the policy of eliminate the insured from the coverage indicated on this Uertifi(ate (These notices may be sent by regular mad)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 Three certificate is Issued as a matter of information only and confers no fights upon the certificate holder This certificate does not amend extend or alter the coverage afforded oy 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'Compenbation COntlaLt of Insurance only while the underlying pulicy 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 penury, I certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form Approved by JOSEPH T.PALANCIA i Wmt name of authorile0,ep,owntatrre fir.rrenswd agent or iMuranp carter) Approved byd�0/G Sp„awre Dater Tifle AGENT elephone Number of authonzed representative or licenses agent of insiri ince carrier 914 698-1373 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 i ��a��: � ��it o•'d!�. �` .'�.r.�P.W�' .^., „�{3Y`niq�,��tlM•��,��+��'rS+�f•;�.•�'�) Y��t� AYI !�'.� i .. _''3.f ill +�• 1 •�' .r � �,. Sr r 3'•f,l ;1�•1 �J•�{% 1 y f d C "S /•:, c y N d v U O Q 3 0 "& a V U rJ .-4 r.v i.r U) CJ:J Q z z cc _ o - :' `° 00 a a ° .N `.w acj ede� G� u - uU > art u A C •' � E N a� 4.) 6 u z a A u u s�< i ACCPR"` CERTIFICATE OF LIABILITY INSURANCE UATE rMY UU.. 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 INSURERISI.AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER IMPORTANT If the certificate holder is an ADDITIONAL INSURED.the policypes)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 endorsementlsl PRODUCER riAME OWTACTjosec; E Sairaf•�we AAI BNC Insurance Agee, PHONE (9141937.1230 (914)937.112A LAC.No.Ego 40 South Ridge Street €4DORESS' Isalvraei�oncagrxy Lot, _ AFFORDING COVERAGE NAIL s Rye Brook NY 1',--1 INsugERA. EvanslonlnsurricsCompany 35378 INSURED _- INSURER a NWN Insurance CDmprly 14788 Pawling HGI]figs.LLC I-NSUR—ERC —-- 25 Sol Iwt*Regent Street IRE AR i Is.D — INSURER E Port,Chestei NY 10573 I ER i COVERAGES CERTIFICATE NUMBER: CL20112S99002 REVISION NUMBER: HIS 11 TO CERTIF r T-A'THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR rHE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION CIF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO ViHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRI9F U HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSKM AND LOWOI*IONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED By PAIL_LAIRS INSR L_TR TY1>'E OF INSURANCE Mal POLICY WJNWR On'tlYY MEQOIIrYYY LINE COMMERCIAL GENERAL UAEKITY EAI.N U:.�.a�Eh„E 1.000000 ..LwtUSa'. .7000R PR Ae 1 100.000 COrWaCkW LabL1y LIED EXP IMr one Der101+I f EXCLUDED A X S10,000 Ded-Per Occ Y MKLV 1PBC001 Wi 11.17 202C 11 1 T 2021 PERSONAL A AD%#%.vW s 1000000 GEN'L AGGREGATE EMIT APPLIES PER 2.000 000 PAO GENERAL AGGREGATE { POLICY ❑,EC- ❑LOL; I I PRUUUC 15-COIVP VP AGO s 2.000.000 OTHEN S AUTOMOSU LIAalFTY I SIN L .AN S 1.000 000 ANY AL fO BOOK%IWuR� PY-yY.�,r S B OWNtC SCHEDULED 1 81V40294 09'112C20 09712021 soDA,iN. a, Perw.eerrr S AUTOS ONLY AUTOS HMO NOWOWNEO AUTOS OP&I AUTOS t7FEY I R Y O S I q EPLUS s UMMMLLA LIAa J(:t:UA EACH OCCURREhLE S 5.000000 A am" I LAIISWUDE MKLVIEUL102C 14 11/172020 11,1712021 AGGREGATE $ 5.000 000 DEC) 4E-ENIION S S WORK M cow4m EATION H. AND■1PLOWW LIAMJTY Y r N I STAT V TE P A4VPROP4IE'CRPA4TNEREXEL.UTIVT _1OPFICEIUILIGER EX_�UDED' NrA WA El EA_-r ALCOEN' S ILLArwMary re MerlE t DISEASE-EA EMPLOYEE S Ir m.avr.cubey� 1*tit NM 11ON OF OPERATKINS bWrw EL DISEASE•POLICV LMIIT S WA DESCRIPTION OF OPERATIONS L OCATIONE VEIRCLEG IACONO 101 Adeboeel Re-ems Schedrde r y be eFlselled a mwe FPeF.e s regweq The Certificate HWoer ti,,,(hided as an add16ona1 mswea when regiered under Nmter Contract or Agreement CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF-HE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF NOTICE WILL BE DELIVERED IN dlage it Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS 938 K,ngs Street AIITHORUFn RFPRFSFNTATIVF RyeBroo. NY 1J571 1988-2015 ACORD CORPORATION All rights reserved ACORD 25(201i103) The ACORD name and logo are registered marks of ACORD N YS I F New York State Insurance Fund 199 CHURCH STREET,NEW YORK,N.Y. 10007-1100 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE [Nil. , rr - *o A AA AAA 451481271 LEVITT-FUIRST ASSOCIATES LTD 520 WHITE PLAINS ROAD,2ND FL 0 . TARRYTOWN NY 10591 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER PAWLING HOLDINGS LLC VILLAGE OF RYE BROOK 25 South Regent Street(REAR) 938 KINGS STREET PORT CHESTER NY 10573 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G2146 860-8 1 436679 06/29/2020 TO 06/29/2021 4/13/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO, 2146 860-8, 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 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 STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 947891683 U-26.3 Laura Petersen From: Mike Izzo Sent: Wednesday,June 2, 2021 1:23 PM To: Tara Gerardi; Laura Petersen Subject: FW: Message from Dig Safely New York, Inc. (DSNY) Michael J. Izzo Building & Fire Inspector Village of Rye Brook, NY (914) 939-0668 -----Original Message----- From: Dig Safely New York Exactix <tickets@exactix.digsafelynewyork.com> Sent: Wednesday, June 2, 2021 1:08 PM To: Mike Izzo <MIzzo@ryeb rook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 06/02/2021 13:06 To: VIL RYE BROOK PRIMARY Transmitted: 06/02/2021 13:07 00002 Ticket: 06021-001-976-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 259 To: Name: N RIDGE ST Cross: From: To: Name Offset: ------------------------------------------------------------------------------ Locate: FRONT OF THE PROPERTY IN THE RD ON N RIDGE ST NearSt: MEADOWLARK RD & W RIDGE DR Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: BUILDING TOWN HOUSE / NEW HOMES Estimated Work Complete Date: 06/07/2022 Depth of excavation: 4 FEET Site dimensions: Length 40 FEET Width 3 FEET Start Date and Time: 06/07/2021 07:00 Must Start By: 06/21/2021 ------------------------------------------------------------------------------ Contact Name: LOU LARIZZA Company: PAWLING HOLDINGS LLC Addrl: 25 S REGENT ST Addr2: City: PORT CHESTER State: NY Zip: 10573 Phone: 914-396-9606 Fax: i Email: loulazz@aol.com Field Contact: LOU LARIZZA Alt Phone: 914-396-9606 Working for: PAWLING HOLDINGS LLC ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 G) D D 6" 10'-92" 2'-0" G7 m O O m 38,-0" 44" -11" 64 4'-11" 44" 12'-8�" 6 4 4 5' -0"X2' -8" SHOWER MHS /M 9(U rj Z Q7 °; x O1 0[ ED i O ooiJ m O V O �' CC) D 1 /2 WALL 1 2 WALL D Q N , -n m w IN Q' N O_ N I - w i 3-0 2-6 urn 2-6 81-FLOD urrETr rn rn 41 a I - ' 2-4 co .fir m m � �o o O O 90 - + , N N ^' rn 2-6 u 4'-1 10 N 4 _6^ 4'-1j" N~ 10'-9 N I p Ip Z (2) 1-6 j (2) 1-6 N a rF O N � ` N 00 ' 10'-94" �^ O I � 8 rn Z (2) 1-6 I (2) 1-6 ' w w 4'-6^ _ N O , J 1u N 4m 2-6 I. r. 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I -) D D) X m W w G) to QD<SO�DN c� in - ODrnpm �o0 0DZv�� zrzm nm Fm DiD pzzz-0 V as^ n is a I f2b 8 NORTH RIDGE STREET DEVELOPMENT AFFORDABLE HOUSING VILLAGE OF RYE BROOK WESTCHESTER O., NY LAST REVISED:JANUARY 21,2021 GN FILECOPY Is\ 4 l ti � Ro +N �Rese o y7 A ' SURVEYFINAL REQUIRED PRIOR TO FINAL INSPECTION \ DING`OUDRDS a _*k-_ j n THIS BUILDING MUST BE POSTED WrMA PERMANENT CONSTRUCTION TYPE IDENTIFICATION SIGN; P p OHEGAN., r I' 6�S4 BROWN j V 20 f �= PRIOR TO THE ISSUANCE OF A C/O, 40 BUN 17 RD m iA AS REQUIRED BY NY STATE LAW. � z ei<< �yANE Epp PERMRD J I SIBLO LOCATION MAP DATE AP V SCALE: - 1 5 BUILDING INS.0'OR,Village dRye Brook,NY REVISED DRAWING SCNEDUL FLANS 1r,C9.8 291aa DATED: MAY 2 n?A?L— SNEET TITLE I SITE PLAN-GRADING/LAYOUT I A LOT I -GRADING/LAYOUT 2 UTILITY PLAN 3 EROSION CONTROL PLAN 4 SIGI-IT DISTANCE STUDY CIVIL/SITE ENGINEER: '. 4A STOPPING SIGHT DISTANCE STUDY RALPH G. MASTROMONACO, P.E., P.C. 5 DETAILS/NOTES CONSULTING ENGINEERS P— 1 PLANTING PLAN 13 Dove Court TP- I TREE PRESERVATION PLAN Croton-on-Hudson,New York 10620 WM- I WETLAND MITIGATION PLAN Q 5 FILED IN THE WESTCHESTER COUNTY CLERK'S OFFICE,DIVISION OF Q LAND RECORDS. 6.t� / EAGLES Ear r 33) HNTGHINSON "`` SLUFF ON AS MAP NO. -1'I RK Ir L D \APPROVED BY RESOLUTION OR THE BOARD OF TRUSTEES OF THE A\\ FL�` i Roao VILLAGE OF RYE BROOK NEW YORK. \\ P®Q�\ %'' s p O� p, DN�era 30R� qi0- NN F \ MAYOR DATE: \\��9cF G�\p�Q�1 �PNOS o 1�011^ \ 69� Q� THE LOCATION OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED w I \\ cJ� Q NIF /'' \ )3 31 ON ABOVE GROUND STRUCTURES ONLY,LOCATION OF UNDERGROUND UTILITY !STRUCTURE MAY VARY FROM LOCATIONS SHOWN HEREON,ADDITIONAL ALL TAXES TO DATE HAVE BEEN PAID BURIED UTILITIES I STRUCTURES MAYBE ENCOUNTERED.NO EXCAVATION 2f WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED \��(} \ F6ag1 / y UTILITIES.BEFORE EXCAVATION IS TO BE DONE CONTRACTOR SHALL CONTACT S I T a° aCj \ i / ?�Z DIG SAFELY NEW YORK(OUTSIDE N.Y•C.&LONG ISLAND CALL 811 OR F 1-800-962-7962,WWW.DIGSAFLEYNEWYORK.COM;IN N.Y.C.&LONG ISLAND CALL DATE: &1A 811 OR 1-800-272-4480,WWW.00US.NET).AND REQUEST CODE 753 PROTECTION RECEIVER OF TAXES OF UNDERGROUND FACILITIES,16 NYCRR PART 753,ADOPTED FEB.5,1997 AND �e EXIST. \ To ° ((\ ANEBDED JULY 10,2002. TAX ASSESSMENT MAP DESIGNATION 24,MET \ Fib, O ! a o SECTION 135.35"BLOCK 1*LOT 11 MPRS�P cu veR °� G GRAIN PIPE ;' / g L• ,s ' O tE 16 �ENN�j�Did 52�A900 %`/A ' J f f o �2 T N 0� ENCROACHMENTS HER GRADEJ LOCATION MAPNOT SUBSURFACE FEATURES,IF ANY, \ R! NOT TO SCALE NR �Nce j°/" Q GyF� d% _24"METAL CULVERT \KC W / DRAIN PIPE \ d 7 qOO "AG ESor ° WESTCHESTER COUNTY INDEX LO ---------- - -- 0®'� DF �,,� $��°— ✓'/ F,E� �} p SHEET.78 BLOCK:6366 op, `� w E r L A N D S N Q��h� �t�a°a /523 5200 c EN0°" Is --- _ JG�\0 5 l� AREA=56,909 S.F. _ 1.31 AC. / a ONE STORY FRAME TOTAL PARCEL AREA:172,620 SQ.FT.or 3.96 Ac. J / 2 No.2s7 NOTE:A UTILITY EASEMENT SHALL \�\ / f /// =c LOT AREA LOT AREA EXTEND OVER THE ENTIRETY OF LOT / ONE FOR THE MAINTENANCE OF THE f F> STORMWATER AND SANITARY SEWER // yo\ / �f ao LOT 1 LOT 2 SYSTEMS. \ It, 56,909 S.F. 53,332 S.F. +N "HOME OWNERS ASSOCIATION IS TO S� �-{0 OR 1 \ \\\� 3 1.31 A ACCRES 1.22 ACRES PUMP OVERFLOW \ MAINTAIN SANITARY SEWERS AND STORM .,,` � O \ DRAIN LINES AND SYSTEMS ONSITE" AREA =53,332 S.F. = 1.22 AC. •n a w aqr ,pR°Se°W \ \ AREA =62,380 S.F. = 1.43 AC. �� O LOT AREA dry\ \ f Op O.4 �I" UP o !tN h 63�.3$°, y pR 3, PATIO C.O. CO. �\GAT°p \ \ / Z LOT 3 g` N GA / dp PROPOSED �GFr`1 A RFSFAMI(y / \\ j \� \\ SEWER SPUMMP x3� f� ' A N 62,380 S.F. e A ernNE WA SF IpFNC l \ \ A i OR U < FF!?•$F o f � 0 1.43 ACRES ASPHALT G �03$ p l \ PROPOSED EAL.SEWER ERG. ((I \ (/,"\� O eAR!2 7 �,' PllMP11080 GAL.EMERG. S�T9.2f/ , OVERFLOW TANK(TYP.) .1 O \ - ( �yy PAVEMENT •`.•�Q! t` k•' �C 4,$ 'uz.� quo..,.-.-\ PUMP OVERFLOW ep \\ �gg.5-�` �ROIP SED 4 \ 7 1 =�N ��56� s, \x2q. \ D� SMH NOR 31 w°°fi\, -< a' 'r°7 !O o� P\,\ \ FE D 0----—------ - UP N POST\« G�bg ga o PR a$ gTlO; BF 70.5 ( r tJ P - --SMH ANp Prpe m°'.�o� w GqC ?�ADS� \ \ �` N y 0 N�MSS°7z '��, e RarUN a4L�aT � PR SMH �r R�S/Q Nl4yo s0 l l I� \ ) c.° � o 0 UP -_ k a S 0\' y.-� RIM to3t r B F II cF \ \ W ° Q AN`Sf PR.SMH INV.98.55 Gq 70 55 0 \ >�\� NaF'R `r h Z 4 -AAPROka�RM IN 8.49 WSV RIM 103t &SMr s r', \ \\ ! GA�'G )'` •n �(1 Q° S?• d� \ TF \ f GF 6.2 \\ �0 BEING ALL THAT CERTAIN PLOT PIECE OR PARCEL ` sRAy,"D e �' l w`� y \ \ �/ `a yO\ .. THE PREMISES SHOWN HEREONH'yec' zo, eR �, o aka s>gS ONk r �°MIN, e \ *u RY \ �' I OF LAND AS CONVEYED BY"ROY A.ADAMS"TO"RIDGELAND GROUP,INC."PER DEED \* 9z� a 4 7 \ N \ o \ DATED,MARCH 15,2001 AS DULY RECORDED IN THE WESTCHESTER COUNTY �'_ a C No N _` R Noy az� sty°Po SrdRy 00 \\ CLERK'S OFFICE,DIVISION OF LAND RECORDS ON APRIL 13,2001 AS CONTROL __ who, Rpo�p�N N�?S9Qp/C —— NUMBER 411000278. X e°SA enr ST ;3„ NF STony q of , WMP _CONNECT TO E%.8"SEWER a 3 HYD NS R WSV D�p '::'•,-,O�Z�oC�.� kOUP \- I/ SMH rNC 9M N �/ASpygCT \� \ 'it ,--.2' /EWER UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED RNFM 1043 Cr c"\ S29' 3c °R \ \ g,Zb'N, m i' /Rav$R^5zc°r°�'" LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUB-DIVISION 2,OF THE \ ! \ A"ay 1'.d Og6 - a Puc�� NEW YORK STATE EDUCATION LAWS. Roa° / a� " ✓ sT f. m �.�� E%.WSV SPILLWAY INVERT SEALED r I 'a �7/4°FMED *' n \ STONEWORK AND MORTAR \ �,i-4. C.O. PR.C,O. tR'1 RM,"G DRIVEWAY OONORF ,. � .r\*�- _iv \ L \ }�,�x�( U j,%D Tk IL PR.SMH IRNV,IM 7425 CO.NG 1 CU I !F 16� FE"CINO WSV S G RIM 843 \�9ppR�G \°j \�- L 739.97 ,' L_0.5.35_- %•EN p0ST°P Il-IL�G� CONC CURBING INV.74.44 PPRORMp,I��S D THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY ON THE DATE SHOWN tea". �. ,- OF w600��•. \ P al AND THAT SAID SURVEY WAS PREFORMED IN ACCORDANCE WITH THE EXISTING �w \ +, Ns w CRT FEB-pp q 4)p � � REf""�' RETAINING GRT=65.4 RIM U�CU�I "CODE OF PRACTICE FOR LAND SURVEYS"ADOPTED BY THE NEW YORK STATE UP R M",a R, UP - INV765 ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. \�' 30p•oo GUARowI ca `- __ COMH 1 GRT=56.0�� `' HYD EXISTING PUBLIC WATER I PUBLIC SEWER \�' GRT=9Ca. L=177.32' - STR� NIV=B18 J~INV-83.1 G` R E4 E ml" —'' -- "�0''B SUBDIVISION PLAT WESTCHESTER COUNTY DEPARTMENT OF HEALTH �_ zl __ _ I,ROLAND K.LINK,THE SURVEYOR WHO MADE THIS MAP,DO HEREBY CERTIFY THAT NEW ROCHELLE,NEW YORE\ ,_ GRT=S24 - -- 10 CONC NV=g20 coMH INV-See o RIM=eS.r�� PREPARED FOR THE SURVEY OF THIS PROPERTY SHOWN HEREON WAS COMPLETED ON NOVEMBER 'curve CURSING a __---- ur 20,2015 AND THAT THIS MAP WAS COMPLETED ON OCTOBER 10,20% EACH PURCHASER OF PROPERTY SHOWN HEREON SHALL BE NV:Ego - SMH NORTH RIDGE STREET DEVELOPMENT FURNISHED A TRUE COPY OF THIS PLAT SHOWING THIS ENDORSEMENT. COMH - RIMB86 ' ANY ERASURES,CHANGES,ADDITIONS OR ALTERATIONS OF ANY KIND, Up NV837 RIM=932''1` uP � SITUATED IN THE EXCEPT THE ADDITION OF SIGNATURES OF OTHER APPROVING VILLAGE OF RYE BROOK AUTHORITY AND THE DATE THEREOF MADE ON THIS PLAN AFTER THIS APPROVAL,SHALL INVALIDATE THIS APPROVAL. Goy ` TOWN OF RYE APPROVED PURSUANT TO CHAPTER 873,ARTICLE X,SECTION 873.951 ® / WESTCHESTER COUNTY Link AND 873.1021 OF THE WESTCHESTER COUNTY SANITARY CODE / r t a� r ��"NEw H,a GE P41S o \� NEW YORK -.r __ P. /�______ SUBJECT TO THE PROVISION OF THE PUBLIC WATER SUPPLY AND /rho C�o� T o PI Ce OWNER OF RECORD: -- Land Surveyors J .6I a PUBLIC SANITARY SEWER FACILITIES TO SERVE ALL STRUCTURES Utilities de In b o GRT=94.E INTENDED FOR HUMAN OCCUPANCY CONSTRUCTED HEREIN. #<. /`�� °RrvFwgr 21 Clark Place Suite 1 B Phone 845-628-5857 f ,,Via. /F • — '2 �� SURVEYED:NOVEMBER 20,2015 "za Mahopac N.Y.10541 Fax 845-621-0013 ° L 0 MAP DRAFTED:OCTOBER 10,2019 pF N�ty / o5ak �v`` r` DATE: REVISED:NOV.15,2019 � �S/ REVISED:FEB.12,2020 TO SHOW PROPOSED UTILITY EASEMENT Co �,ND/(L O 1 DATE Z(�yl.J�° RALPH G. AC1P P.E.,P.C. UP TH RIDGE STREET DEVELOPMENT 40 �? REVISED:JUN.23,2020 APPROVED BY THE ASSISTANT COMMISSIONER OF HEALTH ON BEHALF Consulting Engineers RIDGE STREET,RYE BROOK,NY OF THE DEPARTMENT OF HEALTH 13 Dove Court,Croton-on-Hudson,New York 10520 ° (914)2714762(914)271-2820 Fax SMH 0 30 60 90 120 ROLAND K.LINK �o NEW YORK STATE LICENSED 44229. a�4 LAND SURVEYOR NO.044228 F' �l�AND SCALE:T=30' Q SV I INV=49.0 CRT-52 CLES gLUFF- •'ISRIVER / EXISTING PROPOSED P\�\\'P Q� ,ram''�� I• o*�'� •�•r E & CATCH BASIN e Q DRAIN MANHOLE \`\\ . ,f:•, '.... •r'w'( v O 0 SAN.SEWER MANHOLE HYDRANT \;e a3 R r r s'•r �'Ri ® 8 DRAIN INLET 9� +` ,�,s ••' ,+ ,; 0 WATER VALVE ��\`' pYJ PR .,•+ f�.- ' •.,,F `/ HEADWALL 17 \\, \\ V�O MEPO P •�� ,r.r �• -,�• tot�' -294- -294- CONTOUR LINE t\ YP pN 15�1 INS p °°� 4 �. Y__ �... `•� ,. 0\5104 �\Ep and po v y �� `* �� ,•••• {_ F�} 16 ^50Zo 20 .",r•�.-s,`��.+ .i' ,• o Eti95,GNE,�-VDZ''U� �\ �: °11,�OT VICINITY MAP 52 T KE�NE \\ ,sF; 26 A ,- 2 OF RSVP EXIST \\\ \\\\ pS MA 2 r �� PN CE 24"MuLVETAL\A' 90F a .� FLpRE� cERT N NO DRAIN PIPE v`\� MEA00 a�Cj INV-487 vv\\� �\.. \9.2 N f 10613 WLARK,, �4. 15 30 60 \ Ncw Z SCALE IN FEET pK W NpS EE STOryE I 2fi ALE 31 �� "P -1N F Ip - � a�d w B h \ ` E'6Z s`0 4 3S A � O S N _ ONE STORY L� FENCING 7g56'N II S FRAME �� 5�P eo esRw. se e 7 W TLAND \° o O Na 267 \52352 J,i'\ 4 MAI TENANCE a p '\ a ITs s e M� oR h,G s' \8z \� 2'° s Y \ j a 50 AREA o , ZONING ANALYSIS H( R a E E 5 o r y \ 50696 S.F. •7 ",s j0 A D R O A (I \ 1.16 AC. O n' R-15 ZONE REQUIRED PROPOSED PROPOSE PROPOSE W s p ,• BUF R `72 O 259 NORTH RIDGE STREET LOT 1 AFH LOT 2 LOT 3 O INVV 00 •I ?y \ sT AR 1 88 On 8TU BA E `♦�6• °k ' MIN.SIZE OF LOT-LOT AREA 15,000 SF 56,909 SF 56,909 SF 53,332 SF 62,380 SF HORIZONTAL CIRCLE DIAMETER 100, 100, 100, 100, 100' W 0 0 D L A N D S I D Oryc�R ew (. a o L A N s h6i o F7� c �� 9 f Z N Fp 7J FRONTAGE 75' 280' 280' 227' 204' °j/ p MIN.YARD DIMENSIONS BLOC.1-A BLDG.1-0 co / r SCENIC ROAD OVERLAY DISTRICT 0 �o 0 4 ---I to /♦ o FRONT YARD INCREASED BY 1.5 407X1.5=60' 30" 30'• 27'EXIST. 59, FRONT 40 30" 30'• 27'EXIST. 69, SIDE ONE 15, 83.9, 15, 28' 23' 7 8 S°Q\ �,'o qR�7 �'1q j/ 9 p ` DISTU T Rr'I`rCA•L 26 i 58 1� / Tro SIDE(TOTAL OF 21NTERIOR LOT 4400' 24088.2.9'' 214100' 219155' 210899' REAR 3 T 2 3 O MAX.HEIGHT OF BUILDING '_/ / FEET 30' 26' 26' 14' 22' ' � ROp 70 s 3S � / m- `L/ I r26 I A/ 6 \v � ( q,.'°' e3• qj °' ♦ I• h - STORIES 2 2 2 1 2 ASPHALT 4 F �6 ? PAVEMENT an `I`_\� % -\\\ FF FM SrO g4 g0 d ♦ i -/ 16. .� _ 70 \ F 7 /Vp 48"HIGH m ry/ U� ,-...-�' `t. HEIGHT SETBACK RATIO r DIS RBA CE - IT LI E $ SIDE 1.6 0.28 2.2 0.49 0.95 -e• � 0 7 Q' e�ORNAMENTAL N � / r FRONT 0.6 0.88 0.82 0.48 0.31 ir----- TOTASMHL F + 4.g / O♦ ! DIST BANCE MIN.USABLE OPEN SPACE 1,2DOIDU 36,2505F36,2505F 48,000SF 510005E 1 10, �\ � �� 902 � ¢za F��.. � •4n\ ' U. ACRE SRW' " INV �e�� / RF 7 -{ -M- 9S T I MIN,FLOOR AREA OF DWELLINGS 1,500 SF 3,8605E 3,8605E 2,330 SF 4560 Sf 7N10h f'.. I /� /%�I MAX.GROSS FLOOR AREA MAIN BLDG.ALLOWED 8,032 SF 8,032 SF 7,621 SF 86695E 96� //^I} 11- ,,� 4,000 LOT AREA21780-0.114784211 PROPOSED 3,860 SF 3,8605F 2,330 SF Za05 SF '4M(^a.� AROA. 4N Sf\ i 4 FF,yC?q�l7C7y .j0 DGE UTC OP ER IT �V I` wA>F a -.\ \r F l7/I.F 4"PVC PI p 60 6a I YWEL o RESIDENTIAL LOT COVERAGE 18% 3.80% 380% 430% 4.60% y`�._ \, °s 700 \�- - - �.Gq Y s ry ♦ OF -9�� / -11 IMPERVIOUS COVERAGE ALLOWED 14 979 SF 14,919 SF 14,192SI-j 16163 SF IMPERVIOUS COVERAGE PROPOSED 5,483 SF 1 5748 SF 5,540 SF 5,058 gMl1�-. 4 2FO 9/0 L ♦ I CA J / �A�(js C1 FRONT YARD IMP COVERAGE 35% 13.30%13.30% 32.20% 6.60% PROPOSED UP ftIM 105.3'. �_.�.- RF q SF sv, 1 \ ,' \ v e7., \ F sF S7o M2}o o' N fF ER S "NO LEFT �\ � �, - / 3 n S� O 1 23' OF p,D� ➢ PARKING REQUIREMENT 2/DU 2 2 TURN"SIGN \\ ^\' c� F 77 2, \O B5. I TWO-FAMILY DWELLING PARKING 5 5 5 R 'J NO UNENCLOSED PARKING WITHIN 25 FT.OF FRONT LOT LINE 52' 52' 10'EXIST. 62' O RTICAL ♦ \ j 72 ROPO D II`' 1 r 2.5 FT,OF SIDE LOT LINE 10 87' 65' 25' PIPE 7 H OU S II,I Q O 2 '=ModTcations of dimensional and bulk requirements outsuant to FAH Distract Sect,250.26.1,F 3 b FF 9.0 BF 0.5 p�war �j�G"•\ qir\ y r°i\ Acf \d'- PROPOSED \\ F� ✓ \Fk m j N RALPH G.MASTROMONACO P.E. P.C. ND LEFT \ \ Os�> o NroRy`SriAG F. 1 / m GARAGE z a P TURN"SIGN \\ \q �\ °zseR, 9jz ` �� j 76.2 ;o\ ° °A p ° Consulting Engineers 1 13 Dove Court,Croton-on-Hudson,New York 10520 \ R\ �.✓ ;9j + (914)271-4762 (914)271-2820 Fax \ \ ��r� � � � •� ram\ o 20.7• s y 5.9+ c^\ m (n ICI' IF �5 ,F o �, m, 1J OF Nf{y ''q} THE T BE R o s +\ V. � ER D I THIS �7S �� C m �\ ➢. qP OgGii MgsT O,P F c \°k( 's. �\\ �._` - � �\ 6 I it oa.,��_- FrY h 0 ♦t�� \oc swAl swl,Lwav� �; \ SPILLWAY SIr1 EX.SMH Q t4� \ E DV O ER G WINEL=76' EL=83.6 4qi ti Z'r RI M 826 H \. \Wq�R i' 1�.37 7 U 5 AR / y. ,_159.41 INV �'OFE$SIOMp A REMAINS WOODENE SONG__ \ D RAILItJ " y 54.4 \ U iNG v' fl3-2 � RE ��_ Nc LEFT TURN PRORIBRION \ ' �R 8628C STONEWORK AND MORTAR a N�- NOQT Q1QGE __ _ SITE PLAN 'NVW,A1 RR,�A ALK �o -� �\. CONC -hv.° ,sza - uv'axa m car ee. -- A I C D E F G H J K L _ --" P ©24 .355 75 im 13125,8.5 15 25 10,5 1 115�,+ U'4- _ CURBING '-- --,---- -- "--' CONCRETE --"1V' B4.0 p\ _ �� -�--� Gf�ADING/LAYOUT j 30 10,525 IB75 3.125 13125 I 145 2.5 625� N Po¢ x INV 76.5 O r"-r'- 36 625 I 875 1575'1275!225 3.75 1575 1725 3 nsssNco¢tv-loo.o _�' aiva1yz Nv.es.o ______________ _ _N_C0 __'W__ __-- -_- $wtl C C xc xv.ezo ° - 5 21 _{I _ "Y° - N ITN I�IDG� ST2 T 48 .75 1.25 21 17 3 5 21 23 A 1 - eMH -� - --- - R DEVELOPMENT IM 89.6 _�--F V ' / FOP COLORS CIRCLE 8 DIAGONAL-RED(REIROREFUCTIVE) L_A Z Z DEVELOPMENT SYMBOL&BOBDEH-BLACK BACKGROUND -WHITE IRETROREFLECTIVE) �i VILLAGE OF {,YE 13200K "NO LEFT TURN" SIGN Ai9g6°' �Q REVISED: 1/21/21 SEE PLAN FOR LOCATIONS , REVISED: 6/26/19 WESTCNESTE�? CO. ,NY SITE BASE MAPPING BY: '4"» REVISED: 5/10/19 LINK LAND SURVEYORS,PC Gj REVISED: 2/28/19 AP�'IL 10, 2018 Unauthorized alterations or additions to this drawingis a violation of Section 7209(2)of the New York State 21 CLARK PLACE SUITE 1B REVISED: 1/17/19 REVISED: 12/11/18 Education Law, MAHOPAC,NY 10541 REVISED: 9 27 18 CHART SI-IEET OF 5 jl-MEETS P 82 9 ®' 84 R I R,�j� TOP 8 8.0 /rs s • '♦ A� �� G I 8486 I 90 ORNAM0�1- ENTAL ♦' BW 9 STON RET. W 0 +BW 91 - 90 s!~'"`�® „ Lmw ,- '•�,'` 0 5 1O 20 FENCE ® •~°.®.• F- -a--- TW -6 - --- • --- TW 9 - • -----�-----a- - � I-t--- --•-�� BW 90.cJ BW 90. .•\` SCALE IN FEET 7.9' \ 90 It r\ I' 8 BW 96 n C� 93.5 TW 105 BW 94 TW 95.-094.0• - a-- '` :,_ BW 92.0 -TW 96.8_I 9 ;-969 102.3o g1� \ PATIO 94 I 102 TIOPATI 94 6 98 + 9 15.1 9+x+. 60 0 �,''� i a 95 4 3 94 I 10 0 6 N 16.5' 0 0 I x4~ HIGH T: TW 8.3 g 8 c� os TW 48.3' t \ + �' + 97 PROPOSED \� TW DECOR TIVE /�02.1 97.2 ROP SED 0 Y �o2.a ! � ,04 0 REINFORCED-] FENCE ` FAM,I Y � 1 t) -- -24.0 2 FAMILY LEGEND ' 9� ' RE EN 0 350' ' o CONCRETET RESIDE GE EXISTING PROPOSED CRETAI -__ _ � p CATCH BASIN r ' ° F 112. aG ! SF 112.5 O G A R A 2 f�; G A R A G e DRAIN NSEWER MANHOLE o F 103.8 �� -11 o FF 103.5 0 • rf lr HYDRANT W / % GAR. 102.2 4 .F r. HIGH /F. 03.2 ! ® 8 DRAIN INLET ` REINFORCED SLORATIVE \ � � A WATER VALVE V- j • -•�. 35.0 SMT. 4.8 - M 4. FENCE n j O d V HEADWALL � BS T -2,94- -294-- CONTOUR LINE - 63.9 RETAINING / a --- 1--- a d- 102 102.4 - 1 o o '. i - -- ----- - /-- -- ,. i 104 103 1 i �104 ! o \ 100 62 ' - RET. WALL N 2 °4 '3i7 �08 8. 1 6 #- RALPH G.MRST(OMONACO P.E. P.C. � „ - .. �,. Consulting Engineers x x - - x x x x x x / -x ' " x x x x x x x- 13 Dove Court,Craton-on-Hudson,New York 10520 x I REMAINS 0��ODEN POSTZ AND PIP RAI S o� o 1 0 6 106.1 TC (914)271-4762 (914)271-2820 Fax of - 105.6BC o�� 1 a O - 105.8Br - �OF NEW Y 106.2TCr //, gtP�DµGE MggT9 105.?BC 'Oy \ '* „ __--- ------"---- _ O h0 054 -- 49aOrw I. 8- ------------- OfESSIOyPA• ---- - - = - -)IDGF= TREE ------ -- ----- LOT I ------------------------- ----- CONCRETE GIZAD1NG/I-AYOUT p�l 8„SAN SEWER \ --- NO�TN MIDGE STREET -- - E- -- ---- ASPH. --- -` -- ASPH. �RiVEWAY No & DRIVEWAY DEVELOPM ENT _ 0--_-______-_-_ _ ______--___ - _- -_____-_ FOP �O� LAZZ DEVELOPMENT � APPRCX` W ATER -- - - a v P �� VILLAGE OF 2YF B200K Es ��a PO WESTCI--IESTF2 CO. NY P�0 \�,� Unauthorized alterations or additions to this drawing is O DUNE I 0, 2019 a violation of Section 7209(2)of the New York State \ REVISED: 1/21/21 Education Law. REVISED: 6/26/19 SHEET I A OF 5 SHEETS I E \ CLES 33 \\ S�G� NO. PL v 2 oy `` G ` r \v15\0A F\�E� 18 pnd 9> `,\�•,`h° RPM WP�L �� -�� °s ��O'A O,`\ 8 FT.STOCKADE FENCE r\QS F1Et,O5SON •l OZ \\ �p9 �' L NP ss.\ �� P1�05NGEO F MPRS z4�ET.', o � o O(�E DULVERr E8.1 N FL DRAIN PIPE.,�� 4.1 ,u R and wv=a67 / a 1u673 OWLA�„ FE�UNi�Y/ \\\ e r 6 15 30 60 \LINK Fr"cING Y�i r''� ` SCALE IN FEET S Cy CNPIN `�PN o P pS1J, P �� '� F1ELos1oNE lI �' T on a3T Pl l'N. �'� � £'61 � ONE \-�G FENCING. 58N Il \ I Q2 STO 6jFRAME S P 352 .. OR W_79 1 1 �� WETLAND N 52 g MAINTENANCE \a:, A a D \8a Ili LOT I a� AREA -1(HOODED INV.) rR/A I� �� 5069 S.F. Im a RIM 101.0 YD-3 �,p In 56,909 S,F. m d mt w 3 ?' INV.93.8 24 L.F. RIM 89t 'Ip sa b 1.30 AC, 1 /'+ 8"HDPE INV.86.8 pp Im \J 1.1 6 AC. v NIZ O a- O 8.3% YD-2 ST AREA 1 88G IC \\\\\S• �O RIM 94.0 mil INV.IN 91.8 F,° STONE SPILLWAY `� N / ➢ e INV.68.8 (" TOP 88.0 2 0 1 a •�. �� B,ti° lz 0.5'WEIR®86.0 � N a, O RIP RAP \ 10 CHANNEL ` 0 ! 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WALL PR.SMH RIM 84t \�, ,TONE RETAINING -� 0 0 R G RIM 84t INV.74.25 v1 B ze war IrvvERr sEAtFo ?I,r� INV.74.4 ® 8 DRAIN INLET \ R� el T�EE� _ BB.xBC SLONEWORK AND A10RTAR NG- \ `�' ``re NO2TN WV�APPROX.WA1ER,L•1A ALK - I�IDG __ _ 9 WATER VALVE Rr-s° �a L71LITY PLAN rt n l l '� CONC --we° Ixv- �J V HEADWALL UP\.__ CURBING --- � CON CR - U� - INV 65 .._ wv xv=az.B_xvsB1.B_La_ - HYD--__ -- ETE NOP�TI-I �?IDGE STREET -ze4- -294- CONTOUR LINE :�,Mw B�°:`IBB.B _ R`°"z Ix�-BBB ------ ---� -- - - - ___. ._------_ _. �s-_ -- �� -- - SMH DEVELOPMENT RIM 88.6 NV i13.J ---'-"- V A14 L_AZZ DEVELOPMENT 0, REVISED: 1/21/21 VILLAGE OF AYE BP_1OCK C� REVISED: 6/26/19 REVISED: 2/28/19 WES-f k-ESTE2 CO. ,NY REVISED: 1/25/19 Unauthorized alterations or additions to this drawing is Gj� REVISED: 1/1 7/1 9 AP�,1I1_. I 0, 2 0 I 8 a violation of Section 7209(2)of the New York State REVISED: 12/11/18/ '�/ Education Law. f-J1\ REVISED: 9/27/18 SN��T 2 OF 5 SN�ETS _ INV=49.o STORMWATER DEVICE MAINTENANCE SCHEDULE GLES sg`iNv ds` ___ ;CRT=52. `Se PRIOR TO AFTER TEMPORARY-DURING WEEKLY MONTHLY SIGNIFICANT SIGNIFICANT g�UFF CONSTRUCTION RAINFALL RAINFALL sX\',, HAYBALES INSPECT INSPECT INSPECT/CLEAN SILT FENCE INSPECT INSPECT INSPECT/CLEAN ANTI-TRACKING PAD INSPECT INSPECT (Stabilized Construction Entrance ;\\'<\ SEDIMENT CONTROL FOR CATCH BASINS INSPECT INSPECT INSPECT/GLEAN PERMANENT-AFTER CONSTRUCTION 33 CATCH BASINS INSPECT SOTRUC�URES INSPECT `.e�e ME NOTE. THROUGHOUT THE CONSTRUCTION PERIOD,A LICENSED PROFESSIONAL ENGINEER RETAINED 8Y THE AFTLICANT SHALL, ER ANY RUNOFFOPRODUCNG RAINN AT LEAST A EEVENT,INSPECTEKLY BASIS, HE SOIL EROSION R TO ANY TANDED RSEDIMENTATONAIN EVENT D CONTROL \\\\\\\'M\ ha EGA\O� 11P,�'�\NS 7''' 2 y� �O MEASURES TO ENSURE THEIR PROPER FUNCTIONING.SOIL SHALL BE REMOVED FROM THE SILT FENCE \.�`�C` 5 NQ• 'y BULGES DEVELOP IN THE FENCE. GP\4 \` 5\O� CEO °nd Oj i \ V\ F\ N a 16 9Z s:;\ 0 50 ( r L 6/ys O O o' F �� O DNE :GZ o 8 FT.STOCKADE FENCE NHS ftE�'DS • •'' �z OT CA 5 ,. E CH Fv 2 Dos z 7- y0 OF RSN osP EXIST\ CPORE�ICE 2cu vcRiL`; FF` ELEV. N DRAIN PIPE,`�\:\ 48.1gZ £ N an INV=4a 7Ij 2` \> �� .� SCALE IN FEET �_P`Vo5,1 P O 'I FIEL SCONE 11 \\ _-` O 31 l� Y\a q.3 8 SQ tcn OVJ .\ �\ � .£'6Z `� •6�0 � � O ONE STORY \' 7958 \ { SE ^I l W.TE A N D \ \ NO FRAME S�P` 9p _R W. 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F n�` 70725 \ { { O 'VO\` Rer �S,yT`�S o �I A, S 70 II 1 ; 945 m° rn° a RccPIaE \ \ i 2 ROPC- 74 D U / \ \ \ \ ■ e HOUS O O z s,, 5{ ■ �\ \ o ' \ ■ FF \,� lIA BF 0.5 PROPOSE °� °_ ST;STD 11 �� m �' z N Z RALPH G.MASTIOMONACO,P.E.,P.C. « Hp Rr ° FT 1 ■ GARAGE TURN"SIGN \ q \ - h c o b H� o % ■� 7a.2 \ °A o Consulting Engineers \ ° F \� T , 13 Dove Court,Croton-on-Hudson,New York 10520 SMH sr \° rn ■ a\ o• r Rr° 77.5 vv w r (914)271-4762 (914)271-2820 Fax 5.9 �..opasp \ � � e"t/ST �\tee� ZO.� sy9{1 �,a�� ♦�� v�\ f � o \a. m\\ �A� ORAR III s aF NFW \\ 7' y STOCKPILE) P� GE Mq r0 � \.7s �\\ CT�'C ♦ ♦ rot' � q��pB STA� LEGEND ° \/� \ i\ ANTI- \q a\ok �g TRAC EXISTING PROPOSED �°e \swAL 0 CATCH BASIN F\q�M 31,>, L)H $AR LWAY SPILLWAY _159.1 NV SMH cv a'AR FFSStONB OV 0 ER G WWINEL=76. I RI 52.5 EL=63 D.6 Q e 0 DRAIN MANHOLE H cugND POST rv< O SAN.SEWER MANHOLE EMAINS OF AwooDENENCINc_ RE �1M, wA.IN €&,ease ONc C ING HYDRANT 8 DRAIN INLET \ -� sroNewoRK ANo MaernRH6 A 9 WATER VALVE - NORT 3 n _---- WV WmTE S --- WA K - _ 21DG �. rvl B,e2♦ .. CWry ._ i CONC eue R,T". a C EROSION CONTROL PLAN �..J HEADWALL uRe,Nc —- _ ____—— _— — CONCRETE _- - wv]66 ,a•e«+e. x"_a7--x�-are aswue E,,,,_,�a rv,rvda"� �«v��o C C —zsa— —z94— CONTOUR LINE a - -------- ------ f---- - "" - - - ---- �- O L_L�T ,e' HYD .. ,M 64.° N (DTI—� �IDG� STD ° SM 53 NT D�u�LOPM� H '& /__� RIM . -'j INV 63.7 -- �� FOB a O� LAZZ DEVELOPMENT 4`` a VILLAGE OF RYE B�?OOK REVISED: 1/21/21 WESTCNESTER CO. ,NY REVISED: 6/26/19 APRIL I O 2 G 1 8 Unauthorized alterations or additions to this drawing is � \ REVISED: 2/28/19 a violation of Section 7209(2)of the New York State �� REVISED: 1 2/11/1 8 Education Law. ;� \ REVISED: 9/27/18 SNFET 3 OF 5 SNEETS 120 124 120 120 AASHTO RECOMMENDED SIGHT DISTANCES SPEED STOPPING INTERSECTION NOTE:DRIVER NOTE;DRIVER M.P.H. SIGHT DISTANCE SIGHT DISTANCE* 10 FT.BACK SIGHT DISTANCE=33 FT. SIGHT DISTANCE=33 FT. FROM ROAD 10 FT.BACK FROM ROAD 25 155 FT, 280 FT. EDGE EDGE 30 200 FT. 335 FT. . EYE HGT. 110 EVE Hcr. 35 25-FT 390 FT. 0 40 305 FT, 445 FT. n PR.GRADIE slcHr urvE 45 360 FT, 500 FT. PR.G DE 5 10 6 .0 ---------- --- 1oa. --- 50 425 FT. 555 FT. — — OBJECT HGT. sic 55 495 FT. 610 FT. EX.GRADE FOR SIGHT LINE �� 3.50 FT. \\ IINf *-VALUES SHOWN ARE FOR LEFT TURNS 100 EX.GRADE 100 100 _ 100 AT GRADES OF 3%OR LESS �-—— _ 99.6 OBJE HCT. REFERENCES: /\ CT A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS EX.GRADE FOR SIGHT LINE \ 3.50 FT. AND STREETS,AASHTO 5TH ED.2004 so 90 90 \ - - - 90 NYSDOT POLICY AND STANDARDS FOR THE DESIGN 9C.7 OF ENTRANCES TO STATE HIGHWAYS 11/24/2003 POSTED SPEED LIMIT ON NORTH RIDGE ST.=30 MPH sO 80 so -- - -80 *-445 FT. REQUIRED BUT DECREASE 0+00 1+00 2+00 3+00 4+00 5+00 ALLOWANCE FACTOR(0.9)FOR INTERSECTION SIGHT DISTANCE ON UPGRADES OF 6%. SIGHT PROFILE A THEREFORE ISD=400 FT. (NYSDOT HIGHWAY SCALE: HOR. 1" = 50' DESIGN MANUAL, APPENDIX 5C INTERSECTION VER. 1" = 10' 70 70 SITE DISTANCE CHARTS,JAN.15,2015, 0+00 1+00 2+00 3+00 4+00 5+00 TABLE 5C-2) SIGHT PROFILE 'B' FNce FN J SCALE: VORR.. 1" = 50' q< Rr � a \ O t✓O J)B 9H,9 ST AR 1 g8C C ♦\s• 0 u R oy�FpR ejy �� 56 FTg7 REreE-p 4 sa� � B f � e pF rn c \ O c 702 Em 7 �' \ORNAMENTAL N (a r a R 38 a 8�, oa °s o o SMr 7O?a Mf oo ry \\ o\ 0 15 30 60 Driveway�ygrnin a ;8 Fp♦ 9 \\ SCALE IN FEET N�Ea33 to � ?Ro�03• s r�\�\ �� \ ��'` �-1 PROPOSED \\ 5 FT+ ✓ RFS7 q,y SE'p \ "NO LEFT F\ F 0(Y `� \ .S♦ J TURN"SIGN \\ ` 6 F 77,B a 1 ♦J3, \\ `mac' 0)+ A/ SMr s 74 \\ T/� c. sa S 90\ m ♦ 72 R B F si PROPOSE NO LEFT �\, T Q 0� RF STOR STNc GARAGE SIGN TURN" \ /T�ti� \\\\ hp r\ zgev'�r 76.2 S.�G G / F`9jz \�FR9M�4}' \�C N + \ v N� qR \ �. \ •� s,' `,� RALPH G.MASTROMONACO,P.E.,P.C. Amp F °� Consulting Engineers ° q rr e�yo ar t e , 13 Dove Court,Croton-on-Hudson,New York 10520 �e�q G wN � AR (914)271-4762 (914)271-2820 Fax IN GUgRD REMAINS\E WOODEN POST — \ AIL ENCING R Of NEW \ ah, \ �NOf2T RIDGE ————— --- -------- W 05449�A6�F WZ Z SMHOfF$$ION� RIM 88.6 INV 83.7 DRIVEWAY WARNING SIGN N.T.S. m, POLE nDY� SIGHT DISTANCF— STUDY d MANHOLE F nn / C nCC 100.62x SPOT GRADE °s �,� NO�TNK_'IDGE STKLET STONE WALL DEVELOPMENT EXISTING TREE ws\'� FOR LAZZ DEVELOPMENT VILLAGE OF PYE Bf200K REVISED: 1/21/21 WESTCkAESTER CO. ,NY REVISED: 4/10/19 APQIL 1 0, 2 0 1 8 Unauthorized alterations or additions to this drawing is REVISED: 2/28/19 a violation of Section 7209(2)of the New York State REVISED: 12/11/18 Education Low. REVISED: 9/27/18 MEET 4 OF 5 SHEETS 110 7 72 ROPO 0 I //�f U1 SIGHT DISTA CE 200 FT. �Hous / o O O FF s.0 A OF 05 y y 100 °Rr uc �1 GA AGE II A 2 \ ` NI f �* o p O U J EYE NEIGH m°j�s aife+s, \�r � J.p 76.2 O (O @\ I � 3.50 FT. ^tea•..,,SI ' �;'foRl� r q z7 s " �\\ ZG s P g.s, m >. EX.GRADE — `"'^"N •� -1 f �6 92.2 90 \. \ >o 1 •4 01 h.•�,.....,,,.,. .OBJECT HEIGHT / 2.0 FT. .� 0� a�� LOT 3 EX.GRADE FOR SIG T LINE/ EX � 1 t GRADE 84.6 \ °w, 80 80 E - c�geo acunms'�P wocoEN Posr - a f0'FP4R'��'�� _ �PIPE 9AILM NLING_ �- a 82 RE"" 1i1 84.4 / E't 'FT. p x m NOR RIDGE 70 70 INC; iCrF1Y oiS NC£a —200 Fr, e 0+00 1+00 2+00 3+00 ST tl 9e:$ STOPPING SIGHT DISTANCE PROFILE—LOT 3 TRAVELING SOUTH ON NORTH RIDGE ST. �° SCALE: HOR. 1" = 50' -Z\A VER. 1" = 10' 100 100 120 120 120 120 SIGHT DISTANCE=200 FT. - lu SIGHT DISTANCE=200 FT. ► SIGHT DISTANCE 200 FT. 90 OBJECT 0 2C 40 80 HEIGHT Ina II-nTOBJECT 2.0 FT: � �---SIGHT LINE HEIGHT 10 HEIGHT 110 EYE HEIGHT EYE SIGH LINE SCALE N FEET EX. — ��,..__.,.,..,�,., HEIGHT 2.0 XT. 2.0 ET. SIG T LINE GRADE _ 3.50 FT. ———— 84.6 — —————_ 3.SD FT. _ —— GRADE GRADE — EYE HEIGHT So _—— 106.2 106.2 EX.GRADE FOR SIGHT LINE 80.5 EX.GRADE ` 3.50 FT. 102..0 100 100 EX.GRADE FOR SIGHT LINE \ 100 EX.GRAD 100.0 FOR SIGHT LINE DE 00.0 70 70 90 90 90 90 50 60 0+00 1+00 2+00 3+00 G SIGHT DISTANCE PROFILE—LOT 3 8C+00 1+00 2+00 3+OOo 80+00 1+00 2+00 3+000 TRAVELING NORTH ON NORTH RIDGE ST. STOPPING SIGHT DISTANCE PROFILE-1 B STOPPING SIGHT DISTANCE PROFILE-1 B SCALE: HOR. 1" = 50' TRAVELING SOUTH ON NORTH RIDGE ST. TRAVELING NORTH ON NORTH RIDGE ST. VER. I" = 10' SCALE: HOR. 1" = 50' SCALE: HOR. 1" = 50' VER. 1" = 10' VER. 1" = 10' AASHTO RECOMMENDED SIGHT DISTANCES SPEED STOPPING INTERSECTION M.P.H. SIGHT DISTANCE SIGHT DISTANCE* 25 155 FT. 280 FT. w 30 200 FT. 335 FT. 35 250 FT. 390 FT. oFa"oP� 40 305 FT. 445 FT, � 45 360 FT. 500 FT. 50 425 FT. 555 FT. 551 495 FT, *—VALUES SHOWN ARE FOR LEFT TURNS o m AT GRADES OF 3%OR LESS STopPl1vG \2 EYE HEIG DIS REFERENCES: =3.5 FT. r Sicyr A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS F: AND STREETS,AASHTO 5TH ED.2004 2iGH T NYSDOT POLICY AND STANDARDS FOR THE DESIGN w MH ST ?yam"° r qJG RALPH G.MASTROMONACO,P.E. P.C.OF ENTRANCES TO STATE HIGHWAYS 11/24/2003 oppiN \� �'�� , c s S, ii �' Consulting Engineers POSTED SPEED LIMIT ON NORTH RIDGE ST.=30 MPH PROPGSED cNT s 13 Dove Court,Croton-on-Hudson,New York 10520 `N°LEFTNC`['. Tq Rena�s� (914)271-4762 (914)271-2820 Fax TURN'SIGN 0,9 0 2 eSMr,3s a l\ 120 120 - 120 ---------._. 1 Op 20 or NEW Y SIGHT DISTANCEpgGE N44 200 FT. SIGHT DISTANC 200 FT. ,p� •e'aMy ,� yg� 'range y UF' 90,y PROPOSE \OU \�u �°�yPP/. NO I 2.6�. ° S.\f+rg 110. sIGN HIQH �dro\p n" OBJECT 110 TURN^ �c OBJECT EYE HEIGHT 1 / a EYE SIGH LINE HEIGHT HEIGHT SIG T LINE OBJECT 'e EYE I HEIGHT .0 FT. 2.0 FT. _ __—— ——— 3.50 FT. EtcHT n\°.\ l/'\sFcµ,, `� 054k9�1�+ ° 0 3.50 FT. - - ------J GRADE GRADE -- EX.GRADE T. HC SERA. p fESS10��' EX.GRADE FOR SIGHT LINE 104.5 EX.GRADE 0 105.0 p� \. 02.o f 105. 100 100 100 EX.GRADE FOR SIGHT LINE i QO PoSjF\ STOPPING SIGI-IT �H EU V O R G WN. DISTLNCE STUDY s I 90 90 90 �`� H SAR NO2TN MIDGE STP<?EET DEVELOPMENT FOP2 ao 80 80 80 ----7 LAZZ DEVELOPMENT 0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 STOPPING SIGHT DISTANCE PROFILE—]A STOPPING SIGHT DISTANCE PROFILE-1 A VILLAGE OF AYE E3QOOK TRAVELING SOUTH ON NORTH RIDGE ST. TRAVELING NORTH ON NORTH RIDGE ST. WESTCNESTER CO. ,NY SCALE: HOR. 1"= 50' SCALE: HOR. 1" = 50' VER. 1" = 10' VER. 1" = 10' APQIL 30, 2 O 1 9 Unauthorized alterations or additions to this drawing is a violation of Section 7209(2) REVISED: 1/21/21 SNEET 4 A OF 5 SNEETS of the New York State Education Law. I N0. 26 —J��p wq S - ' s)tp 48" HIGH 00 ' t5'Trees&Evergreens _ ORNAMENTAL * [1 6 sty.S7m.Botanical Name 6 V6 Common Name Size FENCE ON i , �'1 13 AR 4cerrubrum Red Maple �i WALL } } f �a �L >� 5'-0 \ \ 3 iC 4merlanchiercanadensis Shadblow 21/ 7 , \ \. '4 BN Betula nigra River Birch Q 6 CC Cercis canadensis 8'-10'ht. H i 4 S CF Cornus fiorida Eastern Redbud 6'-7'ht. g g Z"caliper S�vT � �� \ Flawerin Do wood t 6N ,� c � � � 38 PA Picea abies Norway Spruce r \ 12 TP rhuiapllcta'GreenGiant' 6 7 ht c ) D, �� Green Giant Arbovi[ae T-8'ht }r r k i �� ,g� \y 8 !D Thula occldentalis'Smara d' Emerald Gren arbovitae 6'•7 ht. k (3�G TO c. G C 15 fC isuga canadensis Hemlock ! rW ♦ Shrubs WP�� 70 * �` 8 TEST AR `x Y.Sym.=1,� ame l� ,�Q ) �C ♦ \ �� Commo . � ``y„'v � v NamSize5 A folia Sweet Peerbh. 3 align J)atZ Red Tl D g�-� ` 10 C5 cea"baileys3 allon //,, 7 HM z All Summer Beauty" All Summer Beauty Hydrangea 3 gallon "J�� , (3)G2. EiP par Ecullats g(5)PA �' c / ` ` 28 IG ITree Hydrangea 7 gallon (s�GA \ L DGE 6 Inkber 1 \ IT Itea virgEnica'Henry Garnet' S gallon Henry Garnet Sweetsplrer 3 gallon L �NS fi _JC Junlperus chinensls procumbens nana Rock Garden Juniper_ 3 gallon O t } (� �' + U T OP C� 14 LF'Leucothea x Rainbow Rainbow Leucotea g 1 Y 1 ( G 1 715"'PGC Picea gloats conics 3 gallon `l Dwart Alberta Spruce 54"•6D"ht. ^ 96 coRierliiaponlca. 3"-60" i iIRhododendron x PJM Andromeda {� — PJM Rhododendron. 3 gallon o r 7� N /Q r t 4 �� 1 RH 1 Rose x Knack out - Knack Out Rose 3 gallon ✓ J+'�` r 1 }t 6 .M Spirea x Magic Carpet 'vU ,rr�� , Magic Carpet Spires 3 gallon �J l +, f J } J 3.,1✓C Vaccini im corymbosum Highbush Blueberry 3 gallon 3i /D Viburnum dentaturn Arrowwood Viburnum 3 gallon � ^ Perennials - \ �. } 3)Aq ` Qty.Sym,.BctanicaiName Common Name L� X i+ \ \ 20 AH Astilbexhybrld' Si:e I d I-ck;f Astllbe 1 gallon Q 1 -- —_.�� 14 HH;Hemerocallls t Happy Return Happy Returns Daylllies l gallon \ � �,� � + �` `� it !V Uriope x vdngata Larglgated Lirlope 1 gallon (2) � 4 F ER Perovskia atnpfidfoRa Russian Sage. 1 gallon rorr +''�. rl _ a x hybtid _ 81ac Eyed Susan 1 anon TI l..A L ER !tU Rudbekl �3 REMAINS OF � ,, t '. ItiCj. T�� 9 4cr VC �� ° WOODEN POS / � <✓ '� ,�� AND PIPE r RAILING FENCINGf `/�' F 90 >, EN�aL 7 .� �� g6 Ips FEN E ON AL ° 70 7a (9 000 CDrFst o \ / r U o [I)IFT W EEL ` 04 s C P k �� rst,:h + TOP TYR. 8 t5Zy x ��v 01 N t�ib } + y` l 10 (5)PA t X '� � rnt;F T \ °' / SIT°�` ` DGE UTC OP 19 OU SMH /.:" UP \ RIM 105.31. T `\. 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I;. ,-(,. .�..."�,,,,:II-,,I�,I,...: ;I_�'I"�..-,I'',�_I,:,,"..:R,:I��:'I:: -'I' I:.'.10.".�.�:II� r,'..,I 1;I:,..�t.,,"�.,.I _..�..:�.,.1 r-,II..:.;��..., ,,.L,-,"�� '*l II I., ..,..a:�I��.1�:...".:�,"..I'"I :: I".:_',�1,�:.�r�.�... .�,. /i G:Good,F:Fair,P:Poor,D:Deatl,C:Cavity,UB:Crown I .�� 1.... + I T+4i I- ! /' I . N C� � /x/ i•. ; i Tree replacement represents number of 2"•2 1/2"tree p ,ail / r r , /, l I 10/31/2016 Tree Re lacement '"r � i "'-1 �' ) Tree tag Species Diameter Condition Status Requirements I 01t I. � iT 5"1j1 f 1U LITFti 1 131ack Cherry 10" P,uprooting REMOVE 1 \4 ) ..�1",.II.-�,..�. Z Norway Maple 101. F REMOVE 1 NC x f �� Ifs 1I '5 1�".Tl ") .�( ° ? . 3 Walnut 12 F REMOVE 1 - " L _/ i 1C 71 y \t�'/. 1-.. G� i 16 UTR DRAIN PIPE. ,,i" 4 Maple 18" P,UB REMOVE 1 ,._,.ti / ,4 I �l 1v UTR.` 1` 5 Walnut 12" F REMOVE 1 */ \y I. ' 'J J J\ 4. 1 6 Black Cherry 12" F REMOVE 1 1 /Y�•� ' b r r 7 Walnut 28" G REMOVE 1 1 Nr *" 8 Maple 12I G REMOVE 1 F4I' �- - f •,J I-�..�I:,�1...�,�..I(.�..I,I:I.�I,IiII.I;I If�,��..�,-,.,l_.I....I II;:'.�_._.��",�..�I I�1�.`,.,.I' \-�..I�I I�.�,I.:I.��'I..�,,,,I,,;III.�,.:,'-,I1.,._.d,�..I:-.-.�:��Ii�.-.,�.... , 1 p 1 \\ipC ,_ ,' \ .,'14'UTR ` e 10 UTR. ) II-I I-I"I(�1L,'�.,C'I;!I�..I...,"I...,.,.-,.,�.I��II.!,:.., -�.I L II.._.,.I/,:I,.'.,.I T II I L�-II,�-.*0.,I..l.I.,'.II LI:).�1,1X�.A.I.II�...I__.�!-I,:..�,III��1'I�.:.,.1,�.,.I:�I."�'",I-..�-;1..L.1,,.-..:,1 t�I."':,I,I�IIa..l..iI-.I�. .�.,,'...%1"-I.l.1%I�� ...1��.,i I�I,�,I I!III 1I..I.,��I..1..11II.._�\�.�.I�.lII.".I.0.:,x.I.,�.��r. ..I-.I:.I'I.-.,2"''.1.,�....��:�,8�,'.,�:%I._..1...,�.',,I. �,.,11�".I�.�.1.f_;.:I..,.T-'.I�:�'.�r...I�1 q-��,1,,.. .o%,.�..1 i I....I,.I,-.I..:.�',I�. '\-)I. �pI�.,�.I.I.,.-r:�.:r.!..1,..-I!. .�I. ,,.I I.-...�!��..��.�,,...�,I....I.:..I. �....r-..I 9 Oak .14" F REMOVE 1 G��j\� *- \ v O. / It - 10 Hickory 16" G REMOVE 1 �, I / \ 0 14'UTR 7 11 Elm 18" G REMOVE 1 _ 30"LI�_-- 05S-� \., _4 UTR /" I �� )12 Black Cherry 18" F REMOVE 1 h ,I "' %� x F1E�: Q 13 UTR \\ i. T 13 Black Cherry 12" F REMOVE 1 `n,\ ; x`( - _12"LI(k \ 14"IJTR J n 14 Black Cherry 18" F REMOVE 1 r �} �?-r�- LITF \ m 1..q,�, & '' j 15 Maple 14" G REMOVE 1 c�C a� f, ,_ `}} \ 10"UTR. Q 16'UTR 0'I8"IJTR 16 Black Cherry 22" F Remain �,� Na 4�E .. --. . 9;16'UTR. t, 1 M F v' d m14'UTR \ oi2,UTF 17 Maple 10" F Remain J` p �i ti, tJ` aid ." G\03 o ��O 1�"IJTP 18 Hickory 10" F Remain 1 v�� Fo" S 10'UTf} 19 Black Cherry 20" P Remain N ( r` t I -.;,p1 20 Maple 14" F Remain Ott `�� -:,: `� \t'=!��. sllflw 21 Hickory 14" F Remain `. 1, I '�� r�NG1't 1'_"UTR, I .} ; O t b"UTR,, UTR O m 1''"UTR I m 14"UTR 1} 22 Oak 16" G REMOVE 1 (. : 20 $ rl i 01b"UTR- 7� `23 Maple 16" G REMOVE 1 i,,, ;i, i i 14'UTR a �1� "I't.. 1 , ; 24 Maple 18" G REMOVE 1 / /,%i': •'•' '; 21 LITP, I o 12 ITR 1. p TORY I, I 16 Q O o 1a"T13F` I j'• c uT 25 Ash 10 D REMOVE o FRAME /`,/.. (" o i f ) ( I `� F M f 2 N0.2�7'.J //,'/ p I 14 UTR 26 Walnut 28 RE OV / . -i; i// // o,'••UTR *UTR �11 I27 Oak 10" F REMOVE 1 i i',i/;'%/i.%i'i"i /i i/" I I(0 V ITR 1 ,-.✓ -'•' Iq J'\.28 Ash 28 P REMOVE 1 i i- 1. 7Cj O20'UTR.1\�\ 29 Elm 26" P,UB REMOVE 1 ;', 16"LITR' a i r a; T ",f 2_LTR ' 30 Maple 12" F REMOVE 1 i 7 �Q t t 19101`0<i•'UTR �f 1 31 Ash 14" D REMOVE 0 - r. r .` �J CD 32 Black Cherry SO" P REMOVE 1 ,\'V1� uI" \ Cr2C'''OOA \, l/ 33 Tulip 22" G REMOVE 1 I.N 277 1 t A� I[1 LITR T� 7l0 7) \,\ 34 Elm 10" P REMOVE 1 r� I i'UlF I. � ,1 L a•.UTR 032•TL 2 I �'� o O J 0 20'UTF 35 Oak 12' F REMOVE 1 I ` \. �7*.:..I�II;�.L.I��.��,,I,:-..,��I�!,��_I I.��_.I��.�,�I...,-�II'_.,�.;I I.I' �.,,1�I,4L,,I..I.;,0.-II I��,-.��...'..1-�1.\�.,1(I..-.1-I--II,,_I.I�:1�-��..,��.I�1,I�.I..1.I.(..,,1"��.��I I,�:.....�,.,1".-I1I.1I...:.I�.I..I I,.,..Z-,-..1,I..��I�__�L,--.*.��I.,..1".Z,-,,..-,,,_-L. 36 Maple 16 G REMOVE 1 ..I IJ F'' IJTFL '. :.. ,._' I11 16'TR T, LITFI 7a Q i'i `\-1,--.I r!I:,1.:.:.I 1,.1!I../.,.-I,�_,1,r I,i.1'.I�.,:,1I,�,,��.I.-.:I..II..1,II..�:..I,�-.I.�"� �.:.I.,�I r..,,I,.�I,..I�7�,�.:,..:_Q I I.I,.1�- �.I-_�1,!:_1�1.-��-'._...(:.11 ttt1,1 ').�lI'L�-:��.,�,�,,i,I..-_�,�!,.3`,.,.I�,-).,i;"I_,,..-I I_.,,'�",I.-.I I,I-'..�,�I;.1 I�_.._�..�.,,.�,."..:.' _'�-�-I,..:.�,I,,I�I'-�,_:�(�..r.I,:�.-��I).Ip�I.��.-.:I�',.,,�I I�I.,,..I,,-..�...,-I:,,",,.-._....,,�_..�.I..:,.,�*,(...�.1�..�'`..I.Iw�-I..I.__IZ:�:,..I.�.�,,:',.-�,_:,,.I,�_""-':1II,.�'..I�F.�I . � f Q LP "I .., 2 I ITR 37 " . Re laceme ,, I4 •-\ - '\ p nt Ib'UTR ��... 5" f 116'UTR W..� �' L 'A. N. D.S 19 \ Tree to Species Diameter Condition Status Re uirements 1 'I l - ' g p q 8.JTR j 20 Tf, ,,t,`« C'UTR' .III i : II Y. 16'MAP ):. ('.:,:� I 37 Black Cherry 10 P,uprooting REMOVE i ! z , 5 } i Ii . 38 Cherry 10.1 P REMOVE 1 0 I.: - 3 ;I. ?''._ p I: E ON t 11 IJTR i. r �'. (.., r O 39 Ash Z8' G REMOVE 2 G.•. ( (^ 1' J m 1.4'UTR 40 Made 10" F V LDER �.( ) 1..,' r \��m 1 �t }..,:' p REMO E 1 )UND. w s „.,_r"I , ,1 1 14'UTF,t f.. , 41 Maple 16" P,uprooted REMOVE 1 4 .,- :, l ( I I. 1 r. t{<i- 1 b"UTR. !., 12"UTFt:: (�24"LITR 42 Tu p 18 P Remain I � �.. / .. 7 \l (1 .' 43 Maple 12 P Remain I ( .' 1 IITR" . ,. r t'. T T I 1 , .a ._.,. ; WETLAND 44 u ip 40 G Remain I `...-.. O i \ } 7){7 RI980NED LIN 45 Tulip 18" F Remain .( ) ! a j .\ f 1 7 J I I 1: 5 .L,r'✓ t is 1._ 46 Oak 20 G Remain I, t \ . t' , ( b"U Fj (.. d � rr� „j,- f. " t '•... I a..,r . 0'IJTFf.' O I. 2 47 Ash 18" F REMOVE 1 ti - // 1 UTR } (,:: ?"-AK ) "r ) 10 LIT!(., 27 j 51 I .I 48 Ash 14" F Remain ! !( 35 }I( y .r. 4 6-TT :1 I ( t2'UTRS II , I' 1 O 6'UTR' 49 Unknown 18 D REMOVE 0 n J :Y" 1 Lr x ( ,, 1 r), 50 Maple 12" F REMOVE 1 ,t•..: la >UIR;. (. P 14 Q }). . `` I 1 51 Elm 12" P REMOVE 1 Eq. " , rf ),r'i'. h�/ LI R ... . 52 Maple 14" F REMOVE 1 {-11 T ( (.0 I R' I f. (., \ O x . . : 1. 4 nI. 1.,53 Cherry 10 D REMOVE 0 � E _11 ,` Skiv (...' V 02 UTR /') , 1. D I' `'1 '.�1,J1+ t 54 Maple 10 REMOVE 0 1A k g .,\'.. (. +,'�'�':+"' • 14"U7, 7 . I: { 55 Maple 10" P REMOVE 1 0 T r' y7 1C.IT .',f Arp r 2 L f F ! " 56 Cherry 12 F REMOVE 1 UTR F �� w\ ('t 1. �q/1J�. 9 4 UTR, .... f. :,' (5 ,,• .. 57 Cherry 10 P REMOVE i f _^ i0 TR N„ , 31 I ( (0(p �UTF . l LIP FE 1CJ Ft 1. O p k ., �JTR . 1' i 58 Maple 14 F REMOVE 1 I Ci );..I i :"UTR , W_.,-1 . �� . Maple 12" F REMOVE 1 t . k f: ) ( 60 Maple 101, P REMOVE 0 ..,.- I x /I" ''8"IJTR' UTR A Ma I 22" F REMOVE 1 Ic y } 60 p e .,. 14' 45 C V . 61 Maple 10" F REMOVE 0 / ).,d" <., y ) r l 62 Oak 18" F REMOVE 1 p &� V 1 t- O I.:(:.I•I I.F •.: t..``F I 4 uTR k t } `1 63 Walnut 30" REMOVf 2@ Y �. 12'I •`t 7' . 032 U kI�Ii.:��:;I..:,,1,-..�'....:�,.1� 64 Walnut 36 F Remain 2 4 x )S\ 7. { 65 Walnut 28" F Remain 2 �o a I 3D: l r `-,r 66 Walnut 22" F Remain 1 sae ebs w�o ?3"UTR ) ' ( o'UTR --1 rf ,` Q3," +a. l " L x r p kkq', 67 Spruce 10 D,uprooted Remain 0 0 1 29 \+ ( 59 O (,F a ( 7- S B"LITFc 68 Beech 16" D Remain 0 �. !le �� Y D'IJTR r . ebr $� t6' r 6C �^.0 .� f ++ f I ,\- �. 1 '�„. 69 Ash 16" F Remain \ ) +,. (a� I, c 70 Maple 20" P Remain -pspft bg ( �' 4,43, INTSTALL FENCE LINE 0 A 04R _� 0 '-, , � �k' 2'L•;' - I 71 Ma le 26" F Remain EMIN FROM Ex,TREES a P : I , ,I SNOW PENCESKN "CLEPRAM1C .ti,`I -.'-'I - Si: 72 Maple 12 F Remain O y FASiENEO TO POSTS ..'•..,,, - 1 RF K� >-.RR ( (o l 73 Maple 12" F Remain cw�E r q7, TR !!// 74 Ash 12" F Remain E% q I.. •T W�� 2�IJ (OO 0 ' .Zw/.l 1iil :S-_..G nr 75 Tulip 20" F Remain 0,bEx s y rr 3�c 3p zx.nMBERPosTs m 10"UTF,• \ r ORSTEELFENCE POSTS'-' �'I .�_ I p \ ^ ", ELEVATION .1. ° 1 \ r'. / , I,( "' HYQ -" ( px_ f J Mf e o •I, .� oy a - I^uP ¢\` L (00 /pf p x� / F ., SUP r 't. It' Q 0 9 w tiN H; J Replacement oo O I -__ ,`� SIvIH 7 F�%yt/t3. i' �'/ \^ �41� Tree tag Species Diameter Condition Status Requirements �. ``\� n 1. k . �ti{�R. 76 Tulip 32" P Remain x I W + w. \x .,. 77 Tulip 32I' F Remain E%TREES--�O REE SDACE TO I i4' - ., i:�'�k ,� u7k 76 Tulip 32" F Remain O BE KEPTCLEAR 79 Walnut 30 F Remain �O� DEsPORARY No TENCEBORVSNOW TREE PRESERVATION PLAN 80 Maple 14" P Remain ENeEBODNDnr 81 Maple 12" F Remain POST(TYP) 82 Magnolia 10" P Remain G�QB ARC &1N REEPROTEGOIDN'FENCESNALL Quo SDNIo t�yJr� 259 NORTH RIDGE STREET 83 Maple 16" P Remain PL BE INSTALLED PRIOR TO A WORK l \ y0 53 INTHEAREA&FFM,NNONTILAL RYE BROOK,NEW YORK WORK IS COMPLETED. SEE PLANS FOR LOCATIONS. Trees in Right of Way TREE PROTECTION * * 1ANUARY 29,2019 A unknown 14" F REMOVE urs dl4"OF N dQ� B unknown 12" F REMOVE 0F NEN� NOT TO SCALE C unknown 10" F REMOVE I', -. _ �_ DESIGNED 8Y:WESTCHESTER COUNTY PLANNING DEPARTMENT E ,N Nv a°�RT2 CLES13CU S R2FF 1N. 0/♦. 33 Fv- nd 16 o°s O.� VICINITY MAP .\.;•p a,\ �\O FIEF I F` � T s � OF pS PEA EXIST.\\\Fyc� O ^` LJ,RA C� 20ULVERTL lv FL DRAIN PIPE \�i O '82 � f ° ,r N WEAp 10673 OWLARK°° c..- .,NP� � N t 4 � ➢ 0 15 30 60 Z SCALE IN FEET F OOS oK�N Qµ IN s _ \ O LR p o E\ssoNE \ 1 m F 31 b TN 31 e? sR :c'ezz— U F<o w £ O n o-, ( \ .s♦ �l a FENCING o 1 \ \ (2 .�1 ONE NTOR26AFRAME S�P L 9° j 52 g W.79 5BW 1 S8 SS (3)AC I W TL A N D \'\ \oo O O o s,•' �\�� 'e Ilo-'e ,so cs eQ 62 s° 1 �� M A I TE N A N C E \ •��\rFa p 0 NCE ON.AL / 82 \ 9p ;�• ,,>�° 5k AREA \.\ F 1 WALL 50696 S.F. o ° n 5 O \ \ ° n ra x o R O A ro \ 1.16 AC.JF o a ST AR W O O D L A N D S 0 �L A N S (3)C m A (5 DISTU B_\ (a)CS •/,/°f58 � ;14_(5)YD /� T 3 � � o Wa \,/`\>°5 3So• \tip: z s . R L 7 ERTICA[ cos;& Z Is ,•\�2 o c�Rq 8�a aq �{ DISTURBA C a"vc PI ♦ (3)BN m /, is �:�/ z 3 S / PAVEMENT �v @ SR' RF qM/SRO g 9 ♦ C h I JI /(5 A (3) 48'HI G RN E L N/ FENCE ON dLL ' S (1)CC = DIS RBA CE r .. � IT LI E a ao d' /Ooe oal •i. 4 2 "� `" j�� 4•.,�' 9rFO\ t\ TOTAL OT 3 'N UP RIM 105.2 h^\r a'�> 8 g hJS;. t °EEL eWs i •x\ DIST BANCE 102 �.7y-a-. ( ' os ♦ �\ 6(5) ,0. ACRE 5°�.�7 9 BWw O ```�� < 1 (])(� R 'S` TES AREA 3)CF s s- l5)VD r \ \ 1 1^"`,/,., \\i\l\� TICAL �y `/_i 60 6N I p YWEL p 7CO, -OF c n 4 acr N` 5Mn 0. \ \70, �aRop s To L ♦�; �(5)VD (1)BH NP >i RF Fq ase I LAN a3 N�F ADZE p RTICAL (5)CS —72- D PIPE I 74- ROPOS O 2 \ s?s eR s ��, I )CF BF 0:5 erg 02 r Rq E.9-3\ N � A ) \ I 5)CAo a a. xm \G� \ ReM\r — z• 2�,��P \\ sJ3 � � q �./ II -< N\R ZN z RALPH G. MASTROMONACO,P.E.,P.C. ° °, zs9i (1)CC\�a �� J 76.2 'o\ ro O °q O Consulting Engineers 13 Dove Court,Croton-on-Hudson,New York 10520 '+ •\ = r (914)271-4762 (914)271-2820 Fax 20.,, \ 5.9+.. ,oR��Py � a�;��•� \/ST o "\�_ �\ �'�� M�(1) m �6 n1 9ya\ O a\\ oz D Tull \w J \ \ N \ \\ 3)CF \ m,•;•- \A\�0 a '�+� \ `\' ° 5 CA \�\ (5)VD � Alll o N () m EXISTING PROPOSED �e� CATCH BASIN L E OV O ER G WN EL=�s. SPILLWAY _159.11' HMv azs Q \ �• U H S AR e , DRAIN MANHOLE 6V D REMAINS'\OF WOODEN POST 0 � SAN.SEWER MANHOLE \\ = D g�ILI=ENCINc_, _ .. Y HYDRANT WETLAND MITIGATION PLANT LIST s R.m RE corvc N sa.a" v 8 DRAIN INLET Trees&Evergreens \` N`� SPITE—K RISE EOT • r� n STONEWORK AND MORTAR I n fyty. rm NOK KIDG� ��]]I K 4n -- WV-APPROX.WA?ER�a.A - _,L 9 WATER VALVE „�fS S Botanical Name Common Name Size _ ,a,B2, - =�xv.ee., v is v-eB. UP �9 V HEADWALL 6 AC Amerlanchier canadensis Shadblow 3'-4'ht coNc c RH,N ————— —————— ———— —-——— DNCRETF _ Nv 6 6 MITIGATION PLAN N —z94— —29a-- CONTOUR LINE 9 BIN Betula nigra River Birch 6`-7'ht. u x �o ___ _—_ _____ .v_ N as _ - O sa Eo u.cv,00.a - c«+c xv e- _.C HYO—0-— IM 84.0 -- N �TI—I 21DGE STD T -- 8 CC Cercis canadensis Eastern Redbud V __ _ __ __7 CF Gornus forida Fowering Dogwood 1"caliper \� R] RIM 68.6 INV 63.E DEVELOPMENT COP I Shrubs O City.Syrn.Botanical Name Common Name Size z , LAZZ DEVELOPMENT ' SITE BASE MAPPING BY: 30 CA lClethraanifolia Sweet Pepperbush 3gallon VILLAGE OF (2YE BROOK LINK LAND SURVEYORS,PC 35 CS Cornussericea Red Twig Dogwood 3gallon a 21 CLARK PLACE SUITE 1B P i9F6 ��O W�STCN�STEI� CO. NY MAHOPAC,NY 10541 2p VD Viburnum dentatum Arrowwood Viburnum 3 gallon. & REVISED: 6/26/19 Unauthorized alterations or additions to this drawing is r F'' / / o violation of Section 7209(2)of the New York State NOTE:Non-Native,invasivevegetattonshailberemovedwithlnthewetaindandwetlandbuffer. � REVISED: 2 28 19 AP P_IL 1 O, 2 O 1 8 /\ REVISED: 1/17/19 Education Law. Ali work shalt be performed utilizing hand tools and manual labor.No heavy equipment shad be used. V' REVISED: 12/11/18 SHEET I OF SPEETS REVISED: 9 27 18 CHART U W F _ U Q W SYMBOL KEY/LEGEND GENERAL PROJECT INFORMATION SHORING AND BRACING GENERAL NOTES W (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN,THE FOLLOWING NOTES SHALL APPLY) (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN,THE FOLLOWING NOTES SHALL APPLY) Q o NEW COLUMN GRID LINE SECTION NUMBER C¢2 co E)_ 1, "LOADS"INDICATED IN THE DESIGN LOAD CRITERIA TABLE ARE THOSE USED IN DESIGN OF 1. CONTRACTOR SHALL PROVIDE LAYOUT DRAWINGS AND CALCULATIONS FOR SHORING AND o THE BUILDING SUPERSTRUCTURE. BRACING SYSTEM AND OTHER DATA,AS REQUIRED,PREPARED AND SEALED BY A aa)f° z SECTION SHEET LOCATION 2. DESIGN LOADS AND CRITERIA USED IN THE DESIGN OF SPECIALTY STRUCTURAL SYSTEMS REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK.SUBMIT (i.e.CURTAINWALL,FIRESTAIRS,COLD-FORMED METAL FRAMING,ARCHITECTURAL PRECAST TO ARCHITECT ONE WEEK PRIOR TO THE START OF WORK. _1-. W CONCRETE,METAL PANELS,ETC.)ARE TO BE DETERMINED BY A THIRD PARTY ENGINEER 2. SHORING AND BRACING SHALL COMPLY WITH THE LOCAL BUILDING CODE AND .�0 ABBREVIATIONS CONTRACTED BY THE SPECIALTY STRUCTURAL SYSTEM MANUFACTURER IN ACCORDANCE WITH ORDINANCES OF THE LOCAL GOVERNING AUTHORITIES. U Y N o CODE REQUIREMENTS OF THE GOVERNING JURISDICTION. THE SPECIALTY STRUCTURAL 3. INSPECTION FOR STRUCTURAL STABILITY SHALL BE PROVIDED BY AN APPROVED LICENSED Q ADJ. ADJUSTMENT H.P. HIGH POINT ENGINEER IS RESPONSIBLE FOR ALL CONNECTIONS OF THESE SYSTEMS TO THE ENGINEER EMPLOYED BY THE CONTRACTOR,AS REQUIRED BY LOCAL GOVERNING ALT. ALTERNATIVE HOR./HORIZ.HORIZONTAL SUPERSTRUCTURE,INCLUDING,BUT NOT LIMITED TO,ENGINEERING,DETAILING,AND AUTHORITIES. o N ATTACH. ATTACHMENT H.S.B. HIGH STRENGTH BOLT INSTALLATION. IF ALTERATION TO THE SUPERSTRUCTURE IS REQUIRED AS DETERMINED BY _a a 4, SUBMIT WEEKLY FIELD OBSERVATION REPORTS TO ARCHITECT DURING THE DURATION OF � BQTT. BOTTOM IN. INCHES THE E.O,R.TO REINFORCE FOR HIGH CONCENTRATED FORCES APPLIED BY THE SPECIALTY THE SHORING OPERATION. a BLDG. BUILDING JT. JOINT SYSTEM CONNECTION,THE REINFORCEMENT AND COST SHALL BE BORNE BY THE SPECIALTY ''"';0- SUBCONTRACTOR AND SHALL BE CONSIDERED A PART OF THE SPECIALTY CONNECTION. 5. BENCHMARKS ARE TO BE ESTABLISHED BEFORE EXCAVATIONS AND RE-SURVEYED WEEKLY BM. BEAM LBS;# POUNDS BY A LICENSED LAND SURVEYOR EMPLOYED BY THE CONTRACTOR. '°' CANT. CANTILEVER LLH;L.L.H. LONG LEG HORIZONTAL 3. ALL DETAILS MARKED'VICAL"IN THE SET OF STRUCTURAL DRAWINGS SHALL BE APPLIED 6. BRACING SHALL BE LOCATED TO CLEAR NEW CONSTRUCTION AND OTHER PERMANENT Y CENTERLINE LLV;L.L.V. LONG LEG VERTICAL THROUGHOUT THE PROJECT AS REQUIRED TO SATISFY THE REQUIREMENTS OF THE WORK. CLR. CLEAR L.P. LOW POINT CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COORDINATE REQUIREMENTS FOR2 QUANTITY AND LOCATION WHERE THE"TYPICAL"DETAILS APPLY. 7. MAINTAIN SHORING AND BRACING UNTIL STRUCTURAL ELEMENTS ARE RE-BRACED BY CA;C.A. COLUMN ABOVE LOC(S) LOCATION(S) OTHER BRACING OR UNTIL PERMANENT CONSTRUCTION IS IN PLACE. `6 CB;C.B. COLUMN BELOW MAX. MAXIMUM 4. FAILURE ON THE PART OF THE CONTRACTOR TO REVIEW THE STRUCTURAL DRAWINGS OR . o COL COLUMN MID. MIDDLE THE DRAWINGS OF OTHER DISCIPLINES(i.e.ARCHITECTURAL,CIVIL,M.E.P.,ETC.)TOGETHER QCID CONC. CONCRETE MIN. MINIMUM WITH THE FULL EXTENT OF THE PROJECT SPECIFICATIONS DOES NOT RELIEVE THEM OF THE CONN. CONNECTION NO. NUMBER RESPONSIBILITY TO FURNISH AND INSTALL ITEMS THAT ARE PART OF THEIR WORK AS CONT. CONTINUOUS NTS NOT TO SCALE INDICATED BY THE DRAWINGS AND SPECIFICATIONS OF OTHER TRADES. ALL STRUCTURAL TRADE CONTRACTORS AND SUBCONTRACTORS ARE PROHIBITED FROM EXCLUDING STRUCTURAL DIA. DIAMETER O.C. ON-CENTER ?,et)A W DWG. DRAWING It PLATE WORK FROM THEIR CONTRACT NOT SHOWN IN THE STRUCTURAL DRAWINGS. Of EA. EACH PSF POUNDS PER SQUARE FOOT SITE PREPARATION GENERAL NOTES E.F. EACH FACE PSI POUNDS PER SQUARE INCH (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN,THE FOLLOWING NOTES SHALL APPLY) EL;ELEV. ELEVATION R.A. ROOF DRAIN 1. THE SURFACE OF THE EXPOSED SUB-GRADE SHALL BE INSPECTED BY PROBING OR o x E.O.D. EDGE OF DECK REINF. REINFORCING �� g 6 o� af TESTING TO CHECK FOR POCKETS OF SOFT OF UNSUITABLE MATERIAL.EXCAVATE � E.O.S. EDGE OF SLAB REQ'D REQUIRED CAST-IN-PLACE CONCRETE GENERAL NOTES OF"e" EQ. EQUAL/EQUALLY S.C. SLIP CONNECTION UNSUITABLE SOIL AS DIRECTED BY THE ON-SITE GEOTECHNICAL ENGINEER AND/OR TESTING AGENCY. (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN,THE FOLLOWING NOTES SHALL APPLY) E.W. EACH WAY S.O.G. SLAB-ON-GRADE o 2. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL.PLACE IN 12 INCH N EXP. EXPANSION SPL. SPLICE 1. CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE AMERICAN CONCRETE MAXIMUM LOOSE LIFTS AND COMPACT TO A MINIMUM OF 95%OF THE MAXIMUM DRY _ E.J. EXPANSION JOINT SP. SPACING INSTITUTE ACI 318(LATEST EDITION). DENSITY IN ACCORDANCE WITH ASTM D-1557, o Q EXT. EXTENSION SQ. SQUARE 2. UNLESS OTHERWISE INDICATED ON DRAWINGS,CAST-IN-PLACE CONCRETE SHALL DEVELOP o �" 3. ALL CONTROLLED FILL MATERIAL SHALL BE A SELECT GRANULAR MATERIAL FREE FROM a F1N. FINISH SYM. SYMMETRY A STRENGTH OF 3,000 PSI FOR FOUNDATION WALLS AND BASEMENT RETAINING WALLS; o 0 a FT.. FOOT/FEET T&B TOP AND BOTTOM 4,000 PSI FOR CAST-IN-PLACE CONCRETE FOOTINGS.WEIGHT PASSING PASSING A NO.200 SIEVE(CLASSIFIED AS SC,SM,SP OR BETTER IN w FTG. FOOTING THK, THICKNESS 3, REINFORCEMENT SHALL BE DEFORMED BARS ASTM DESIGNATION A-615,GRADE 60. H HANGER T.O.J. TOP OF JOIST ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM)AND WITH A PLASTICITY Q INDEX NOT EXCEEDING 6%. 4. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST A,C.I, T.O.S. TOP OF STEEL SPECIFICATION. > TYP. TYPICAL 4. PROVIDE FIELD DENSITY TESTS FOR EACH 3,000 S.F.OF BUILDING AREA FOR EACH LIFT - ' z OF CONTROLLED FILL. 5. TEMPERATURE REINFORCING SHALL BE SUFFICIENTLY EMBEDDED TO DEVELOP FULL ° U.O.N. UNLESS OTHERWSE NOTED STRENGTH IN CONCRETE WALLS AND SLABS. Z VERT. VERTICAL 5. EXCAVATIONS SHALL BE KEPT DRY BY PUMPING UNTIL UNDERGROUND CONSTRUCTION IS a o Of WELDED WIRE FABRIC W.W.F. COMPLETE. 6. PROVIDE ADEQUATE TIES FOR REINFORCEMENT IN SLABS,BEAMS,PIERS AND WALLS. L'i6. LOOSENED BEARING SOILS SHALL BE RE-COMPACTED WITH A SMALL VIBRATORY PLATE REINFORCEMENT TO BE HELD AT CORRECT DISTANCE FROM FORMS AND EARTH BY STEEL COMPACTOR PRIOR TO PLACEMENT OF REINFORCING BARS. CHAIRS OR TIES. 3 CL Ch 7. ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER 7. FOLLOW C.R,S.I.RULES FOR PLACING OF REINFORCING STEEL AND ACCESSORIES, PRIOR TO CONCRETE PLACEMENT. ALL SOFTENED OR OTHERWISE UNSUITABLE BEARING 8. NO CONCRETE SHALL BE CAST UNTIL THE PRELIMINARY TESTS REQUIRED HAVE BEEN Of MATERIALS SHALL BE REMOVED AND REPLACED WITH LOAD-BEARING FILL OR WITH LEAN MADE,REPORTS THEREOF FILED WITH THE ENGINEER,AND APPROVED.THE CONTROLLED Li a CONCRETE(2000 PSI), CONCRETE TO BE USED SHALL CONFORM TO THE APPROVED DESIGN MIX OBTAINED AS A :2RESULT OF THE PRELIMINARY TESTS.THE USE OF ANY ADDITIVES NOT PRESENT IN THE PRELIMINARY TEST MIX IS PROHIBITED. 3 CAST-IN-PLACE CONCRETE GENERAL NOTES CONT'D 9. REPRESENTATIVE TEST CYLINDERS WILL BE TAKEN FROM THE CONCRETE PLACED EACH a (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN,THE FOLLOWING NOTES SHALL APPLY) DAY IN ACCORDANCE WITH CONCRETE SPECIFICATIONS. 16. STRUCTURAL SLABS ON GRADE SHALL BE OF A THICKNESS AND REINFORCED AS INDICATED 10. WELDED WIRE FABRIC SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF 70,000 PSI AND ON DRAWINGS. SHALL CONFORM TO ASTM A-185 AND A-497. 17. SLABS-ON-GRADE SHALL HAVE THICKENINGS,DEPRESSIONS,OPENINGS,ETC.,AS REQUIRED 11, MESH SHALL BE SPLICED SO THAT THE OVERLAP BETWEEN OUTERMOST CROSS WIRES OF fll M co OR AS SHOWN HEREIN OR ON ARCHITECTURAL DRAWINGS, EACH SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRES PLUS TWO INCHES Q UNLESS OTHERWISE SHOWN ON THE DRAWINGS. p 18. LOCATION OF CUTOFF POINTS FOR CONCRETE BEAM REINFORCEMENT SHALL BE AS SHOWN +� a 12. THIS CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED INSTALL ON TYP,DETAILS. ALL BUILT-IN WORK,SLEEVES,INSERTS,ETC.,AS REQUIRED FOR A COMPLETE JOB. p `` 19. PROVIDE 100%CONTINUITY OVER SUPPORTS FOR CONTINUOUS SLABS AND BEAMS. Cn U 13. STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTHS IN ONE OPERATION. y z 20. PROVIDE TWO#5 BARS AT REENTRANT CORNERS AND AROUND OPENINGS IN ANY CONCRETE CONSTRUCTION JOINTS SUCH AS A DAY'S POUR JOINTS SHALL BE LOCATED IN THE WALL,BEAM,SLAB,GRADE BEAM OR MASONRY BEARING WALL. MIDDLE THIRD OF THE SPAN,MAIN REINFORCING TO RUN THROUGH THE JOINT,KEY AND 21. PROVIDE POCKETS IN WALLS FOR COLUMNS,BEAMS AND SLABS. ROUGHEN JOINTS TO EXPOSE AGGREGATE FOR CHEMICAL BOND. 22. MINIMUM BEARING ON WALL OR BEAMS 4"FOR SLABS,8°FOR BEAMS(U,O.N.). 14. CONTROL JOINTS IN SLABS ON GRADE SHALL HAVE MAXIMUM SPACING OF 36xSLAB Z U THICKNESS(IN INCHES)IN EITHER DIRECTION `n. W 23. PROVIDE PRECAST LINTELS FOR ALL OPENINGS OR RECESSES IN BLOCK WALLS WHERE NO O��,N W SPECIFIC LINTEL IS NOTED. 15, NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT AS SHOWN ON THE & Z N a/ 24. TOP ELEVATION OF SLABS SHALL VARY ACCORDING TO FINISH FLOOR MATERIAL.SEE ARCH'L DRAWINGS,WITHOUT THE APPROVAL OF THE ENGINEER. DATE, w DRAWINGS. October 28,2020 25, SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL RR°J NO: OPENINGS IN ROOF,FLOORS AND WALLS NOT SHOWN ON STRUCTURAL DRAWINGS. 220031 w 26. IN ANY APPROVED CONSTRUCTION JOINT,PROVIDE 2"x 4°KEY AND 48 BAR DIAMETER LAP °W°TITLE: w (16"MIN)OF REINFORCING,EXCEPT FOR SLABS-ON-GRADE GENERAL NOTES J Q of DkVC'M1'°: O N S o0 1 a f= REVISE AN S D1ATED: JAN 2 0 202i O RRYE BROOK OF BUILDING DEPARTMENT U W F- 2 U K a w 2 72'-41/2" Q W g 24'-0" 48'-41/2" N E Z �02 _11-O, 1- 3 I n 5 I II 5 I II i V = 3-21/2 MOVED WINDOW -8 3/4 -8 3/4 MOVED WINDOW 3-21/2n M.0. PLAN EAST 12"TO M.O. M.O. PLAN WEST 12"TO M.0. "�a 04 s COORDINATE AVOID BEAM COORDINATE COORDINATE BEARING AVOID GAM a o § HEIGHT IN BEARING HEIGHT IN HEIGHT IN BEARING COORDINATE IN �a�, N FIELD W/ FIELD W/ FIELD W/ FIELD W/ l'-4 3/4" OWNER8'-7 7/8" OWNER 10'-4 3/4" OWNER 8'-7 7/8" WNE 1'-4 3/4" (D 111 TYP. q 10" L o of —10 - m �/ O ��m ILL) N 30 LL STEP FOOTING DOWN BE 4; _ AM POCKET TO BE ' AS REQUIRED I 12"WIDE BY 10"HIGH PROVIDE(2)#5zi Cu STEP FOOTING UP AS BOTTOM BARS —L _ REQUIRED ABOVE OPENINGS _ BEAM POCKET TO BE TYPICAL VERTICAL REINFORCEMENT PER 2020 cc`00 _ IRC(NY)TABLE R404.12(4):FOR 10"THICK G Q ° N 1;f TYPICAL d 12"WIDE BY 10"HIGH 10" 23'-2" � T CAST-IN-PLACE CONCRETE WALL,MINIMUM 11'-2 3/4" 11'-71/2" ,'.� 1 l'-71/2" 11'-2 3l4" VERTICAL REINFORCEMENT SHALL BE(1)#6 Q BA 10.C. -- o y' R@3 SPED Aqy TYPICAL FOUNDATION STEM WALL: r i i TYPICAL HORIZONTAL REINFORCEMENT PER `��OQyy R06� i� a 10"THICK CAST-IN-PLACE N OIN LOA (° DIN LOA 2020 IRC(NY)TABLE R404.1.2(1):MINIMUM g� �a = CONCRETE WALL � I HORIZONTAL REINFORCEMENT SHALL BE(1)#4 0 0 4"DIA.SCH 40 COLUMN " 4"DIA.SCH 40 COLUMN CONTINUOUS BAR WITHIN 12'OF THE TOP AND BOTTOM OF WALL AND(1)#4 CONTINUOUS BAR e"THICK X 10 SQUARE "THICK X 10 SQUARE l NEAR THIRD POINTS IN THE WALL 9T °as e5 yae o BASE PLATE. , BASE PLATE. Q F OF�VNN a CONNECTION AT TOP TO CONNECTION AT TOP TO TYPICAL GARAGE WALL FOOTING FABRICATOR(CAP OR o FABRICATOR(CAP OR o PER 2020 IRC(NY)TABLE R403,1(3): SHEAR PLATE) COLUMN FOOTING, SHEAR PLATE) I COLUMN FOOTING, o m u u u M N MINIMUM FOOTING SHALL BE 12 4-0 SQ.X 1-0 THICK 4'-0'SQ,X 1.0 THICK co ch _ WIDE x 6"THICK.PROVIDE(2)#4 GARAGE WITH(4)#5 EACH WITH(4)#5 EACH o U C. CONTINUOUS BARS PLACED AT THE - SLAB ' WAY,ASSUMES AN ' WAY,ASSUMES AN o a BOTTOM(MIN.3"CLEAR COVER) UNEXCAVA T E(GARAGE ° ALLOWABLE SOIL ALLOWABLE SOIL z N M "L0 PRESSURE=2,000 "L0 PRESSURE=2,000 TYPICAL BASEMENT WALL FOOTING a o W PSF !N PSF 24"WIDE X 10"THICK - u 0 PER 2020 IRC(NY)TABLE R403.1(3): MINIMUM FOOTING SHALL BE 27" N 1 WIDE x 8"THICK.PROVIDE(2)#4 TYPICAL VERTICAL REINFORCEMENT PER W10X33 BEAM WITH W10X33 BEAM WITH CONTINUOUS BARS PLACED AT THE - w F 2020 IRC(NY)TABLE R404.12(4):FOR 10" s a o THICK CAST-IN-PLACE CONCRETE WALL, A POSITIVE 8'DIA, A POSITIVE e' LAG ATTACHMENT LAG ATTACHMENT . DIA. BOTTOM(MIN.3'CLEAR COVER) 00 ��. - N MINIMUM VERTICAL REINFORCEMENT IS N 00 00 o W NOT REQUIRED N TO THE BUILT UP LVL " ! N TO THE BUILT UP LVL o Ld L @ 24"O.C.TO BRACE @ 24"O.C.TO BRACE o TYPICAL HORIZONTAL REINFORCEMENT iv BEAM FLANGE BEAM FLANGE TYPICAL BASEMENT WALL 10" W m Q PER 2020 IRC(NY)TABLE R404.12(1); i THICK CAST-IN-PLACE CONCRETE ; w ---- EA T WALL MINIMUM HORIZONTAL REINFORCEMENT BEAM POCKET TO BE BEAM POCKET 0 BE <... ° 12"WIDE BY 12"WIDE BY 10"HIGH a IS NOT REQUIRED _ o � O I z r STEP FOOTING DOWN N N o AS REQUIRED __ �' ` ' Z — - 0 FOUNDATION PLAN — GENERAL NOTES 10" 23'-2" 10" 17'-91/2" 10" 9'-51/2" 1 17'-91/2" 10" pCa aSCALE:1/8"=r-O" 24'-0" 1 18'-71/2" 1 l'-1 1/2" 18'-71/2" 0 1. TOP OF FINISHED FIRST FLOOR ELEVATION XXX.X'(DATUM)UNLESS OTHERWISE NOTED. Z (COORDINATE W/CIVIL ENGINEER&OWNER IN FIELD) 72-4 1/2n ^N cn 2. ALL ELEVATIONS SHOWN THUS(±X'-X'ARE TO THE TOP OF FOOTING ABOVE OR BELOW TYPICAL BASEMENT WALL FOOTING Q l/ o THE DATUM ELEVATION.(COORDINATE W/CIVIL ENGINEER&OWNER IN FIELD) TYPICAL VERTICAL REINFORCEMENT PER >, 3. TYPICAL SLAB-ON-GRADE CONSTRUCTION:4"THICK SLAB-ON-GRADE[fc=3,000 PSI® 2020 IRC(NY)TABLE R404.12(4):FOR 10° 24"WIDE X 10"THICK 28 DAYS NORMAL WEIGHT CONCRETE(150 PCF)REINFORCED WITH 6641.41.4 THICK CAST-IN-PLACE CONCRETE WALL, PER 2020 IRC(NY)TABLE R403.1(3): a INSTALLED 1/3 OF SLAB DEPTH BELOW TOP OF SLAB]ABOVE 15 MIL VAPOR BARRIER MINIMUM VERTICAL REINFORCEMENT MINIMUM FOOTING SHALL BE 27" p a AND A MINIMUM 4^THICK POROUS FILL SUB-BASE COMPACTED PER THE GENERAL 1 NOTES.VAPOR BARRIER SPECIFICATIONS PER PROJECT SPECIFICATIONS. SHALL BE(1)#6 BAR @ 31"O.C. WIDE x 8"THICK.PROVIDE(2)#4 z 4. CONSTRUCTION/CONTROL JOINT SPACING IN SLAB-ON-GRADE SHALL NOT EXCEED 12'-0" CONTINUOUS BARS PLACED AT THE rr�, Z�. IN ANY DIRECTIONS.LAYOUT SHOWN ON PLAN IS DIAGRAMMATIC AND A FINAL JOINT TYPICAL HORIZONTAL REINFORCEMENT BOTTOM(MIN.3"CLEAR COVER) V -�-4? F LAYOUT PLAN SHALL BE COORDINATED WITH THE ARCHITECT. PER 2020 IRC(NY)TABLE R404.12(1): h�+H H ." O 5. ATTACH PT 2x SILL PLATE TO TOP OF FOUNDATION WALL WITH 5/8'0 ANCHOR BOLTS MINIMUM HORIZONTAL REINFORCEMENT o (MINIMUM 8^EMBEDMENT)SPACED AT 4'-D^APART.START FIRST ANCHOR BOLT 1'-0^ SHALL BE(1)#4 CONTINUOUS BAR r� 0 FROM EACH END OF FOUNDATION WALL f..l /� U a 6. H.D.INDICATES SIMPSON STRONG-TIE STHDIORJ HOLD DOWN.CONTRACTOR SHALL WITHIN 12"OF THE TOP AND BOTTOM OF H COORDINATE WITH FOUNDATION PLAN AND MODULAR DRAWINGS FOR EXACT LOCATION AND WALL AND(1)#4 CONTINUOUS BAR NEAR U �, W ATTACHMENT REQUIREMENTS, THIRD POINTS IN THE WALL N 0 7. CONTROL SURFACE OR SUB-SURFACE WATER TO ALLOW FOUNDATION WORK TO BE a � PERFORMED IN DRY UNDISTURBED CONDITIONS. DATE. w 8. ALL FOOTINGS ARE CENTERED UNDER FOUNDATION WALL CONSTRUCTION UNLESS October 28,2020 OTHERWISE NOTED. PftoJ No: 9. PIPE SLEEVES FOR UTILITIES ARE TO BE TWO PIPE SIZES LARGER THAN THE PIPE SHOWN ❑ ON THE MECHANICAL,ELECTRICAL AND PLUMBING DRAWINGS.VERIFY AND COORDINATE 220031 WITH THE INDIVIDUAL TRADE CONTRACTOR AS REQUIRED.COORDINATE WITH MECHANICAL, w ELECTRICAL AND PLUMBING DRAWINGS FOR REQUIRED LOCATIONS AND INVERT ELEVATIONS. DWG¶ ` 10.COORDINATE ALL DIMENSIONS WITH THE MODULAR DRAWINGS.NOTIFY THE ENGINEER OF FOUNDATION ANY DISCREPANCIES. PLAN&NOTES J J a Q FOUNDATION PLAN DWG NO: (:DSCALE: 1/4"=1'-0" 00 2 a OF 0 U 8 SILL U (2)2XFOUNDATION PLATE WAL O L W/ DIA. X 10"LONG ANCHOR BOLTS _ ®36"O.C.MAXIMUM FOR 0 FRONT&REAR WALLS AND o a 48,O.C.FOR SIDE WALLS w T/FINISHED FLOOR : (2)2X12 SILL PLATE _ o ANCHORED TO REF.ELEVATION z FOUNDATION WALL W/ E a =(XXX.X') DIA.X 10'LONG d Q 3 r ANCHOR BOLTS @ 48" w r WALL o,G.MAXIMUM 1ST FLOOR -XXX.X o REF.ELEVATION FINISHED GRADE - Sjl� n a�i z ( ) TREATED SILL PLATE EL=0-0 fn N .DOUBLE 2x PLAT RE T/GRADE_� /,//. w/SILL SEAL //// REF.ELEVATION "U N _(XXX.X') //\\// %\\ 5/8"0 ASTM F1554,FY=36 \ KSI HD GALV,ANCHOR BOLTS CONTINUOUS#4 w 3x3x5/16 HD GALV PLATE TOP BAR WITHIN 12" WASHERS 0 4'-0"O.C.(B" N ~ FROM TOP OF WALL a a 0°6 o MIN.EMBED) rl o CONTINUOUS#4 CONTINUOUS#4 LO 3 MIDDLE BAR WITHIN X/X"4 ASTM F1554,FY=36 TOP BAR WITHIN 12" N Q KSI HD GALV.ANCHOR BOLTS U)Q MID-SPAN OF WALL o w/3x3x5/16 HD GALV PLATE WASHERS @ 4'-0'O.C.(8" FROM TOP OF WALL o w� #6 VERTICAL BARS AT 31"O.C. MIN,EMBED) .a _ J 10'CAST-IN-PLACE CONCRETE FOUNDATION WALL o CONTINUOUS#4 0 Q o <w& MIDDLE BAR WI IN o CONTINUOUS#4 BOTTOM N a a MID-SPAN Of WALL BAR WITHIN 12"FROM a 1/2"PREMOLDED ^, 0 0 6 VERTICAL BARS AT 31"O.C. W N BOTTOM OF WALL w o JOINT(TYPICAL) 10"CAST-IN-PLACE # m CONCRETE FOUNDATION SLAB-ON-GRADE;SEE WALL 0 EQ't� E�' PLAN FOR SIZE AND TYPICAL VERTICAL REINFORCEMENT PER Ld REINFORCEMENT CONTINUOUS#4 BOTTOM ae 2020 IRC(NY)TABLE R404.1.2(4):FOR 10" L < �t'' T/SLAB BAR WITHIN 12"FROM THICK CAST-IN-PLACE CONCRETE WALL, N(n -- REF. ELEVATION BOTTOM OF WALL MINIMUM VERTICAL REINFORCEMENT L a GRAVEL FILL a j _(XX.X') SLAB-ON-GRADE;SEE Ea r-o Ea. SHALL BE(1)1✓6 BAR @ 31"O.0 0 m FILTER FABRIC a \�\ \`\\ PLAN FOR SIZE AND //j/j\//\//\ REINFORCEMENT TYPICAL HORIZONTAL REINFORCEMENT _ vi PER 2020 IRC(NY)TABLE R404,1.2(1): C Q 00 w DRAIN TILE,TIE INTO (2)CONTINUOUS ___ _ - MINIMUM HORIZONTAL REINFORCEMENT Z } STORM SYSTEM #4 OARS e SHALL BE(1)#4 CONTINUOUS BAR a #4 TRANSVERSE a. WITHIN 12"OF THE TOP AND BOTTOM OF a CAPILLARY BREAK OVER FOOTING BARS AT 35"O.C. TYPICAL BASEMENT WALL FOOTING a WALL AND(1)#4 CONTINUOUS BAR NEAR o (DAMP PROOFING OR a MEMBRANE) PER 2020 THIRD POINTS INTHEWALL 020 IRC (.2)CONTINUOUS TYPICAL BASEMENT WALL FOOTING MINIMUM FOOTING SHALL BE 27" 4 BARS ,rtED Aq, w TYPICAL VERTICAL REINFORCEMENT PER 2020 24"WIDE X10 THICK #4 TRANSVERSE 'S r IRC(NY)TABLE R4o4.tz(4)FOR19'THICK WIDE x 8°THICK.PROVIDE(2)#4 cn3r-m PLACE CONCRETE WALL,MINIMUM PER 2020 IRC(NY)TABLE R4031(3): CONTINUOUS BARS PLACED AT THE BARS AT 35"O.C. p��P a o Of a VERTICAL REINFORCEMENT SHALL BE(1)#6 MINIMUM FOOTING SHALL BE 27" BOTiOM(MIN.3"CLEAR COVER) '� p BAR @ 31'O,C WIDE x 8"THICK.PROVIDE(2)#4 CONTINUOUS BARS PLACED AT THE COORDINATE H TYPICAL HORIZONTAL REINFORCEMENT PER BOTTOM MIN.3"CLEAR COVER 2020 IRC(NY)TABLE R404.1.20):MINIMUM ( ) ELEVATIONS WI CIVIL ' 0 HORIZONTAL REINFORCEMENT SHALL BE(1)#4 & OWNER ON SITE 9 oa9 be Q� Y CONTINUOUS BAR VBTHIN12`OFTHETOPAND T 0 DOT TOM OF WALL AND 111#4 CONTINUOUS BAR ! FOFNO 3 NEAR THIRD POINTS IN THE WALL COORDINATE ELEVATIONS Wl CIVIL & OWNER ON SITE o m Ly a U Z z Z F FOUNDATION�SECTION TYPICAL FOUNDATION SECTION TYPICAL N 0 (:2 — w SCALE: 2"=1'-0" SCALE: Q F= rn z 0 (2)2X8 SILL PLATE ANCHOR D TO z FOUNDATION WALL W "DIA. < N X 10'LONG ANCHOR BOLTS n w ®36"O.C.MAXIMUM FOR w FRONT&REAR WALLS AND z 48"O.C.FOR SIDE WALLS m of T/FINISHED FLOOR (2)2X8 SILL PLATE ANCHORED TO _ o z w REF.ELEVATION a FOUNDATION WALL W/ DIA. XXX.X' a X 10"LONG ANCHOR DOLTS -( ) z J 0 36"O.C.MAXIMUM FOR U a FRONT&REAR WALLS AND T/WALL _ l REF.ELEVATION 48"O.C.FOR SIDE WALLS JOINT(TYPICAL) RE(X)ELEV)TION DOUBLE 1 Li a T/FINISHED FLOUK 2x PRESSURE TREATED SILL PLATE w -XXX.X' SLAB-ON-GRADE;SEE w/SILL SEAL PLAN FOR SIZE AND T/WALL REINFORCEMENT T/GARAGE SLAB KSI�O ASTM F 1554,Y IHD GALV.ANCHORBOLTS w/3x3x5 16 HD GALV PLATE o REF.ELEVATION -fir-x REF.ELEVATION CONTINUOUS#4 WASHERS®4'-0"O.C.(8"a =XXX.X' DOUBLE 2x PRESSURE TOP BAR WITHIN 12" V) TREATED SILL PLATE a , =XXX.XX' FROM TOP OF WALL a: MIN.EMBED) w/SILL SEAL \\; z / v/%i/\ \ CONTINUOUS#4 a 5/8"4 ASTM F1554,FY=36 /\\ CONTINUOUS#4 MIDDLE BAR WITHIN TYPICAL VERTICAL REINFORCEMENT PER 2020 G' KSI HD GALV.ANCHOR BOLTS \/\/`TOP BAR WITHIN 12' MID-SPAN OF WALL IRC(NY)TABLE R404.L2(4).FOR ITTHICK m o w/3x3x5/16 HD GALV PLATE /\\/\FROM TOP OF WALL CAST-IN-PLACE CONCRETE WALL,MINIMUM z WASHERS @ 4-0"O.C.(8" \//\\//�\'/\'/�\/\. VERTICAL REINFORCEMENT SHALL BE(1)#6 10'CAST-IN-PLACE #6 VERTICAL BARS AT 31"O.C. ^ MIN.EMBED) a://\/\/\/\/ BAR@3t"OC. �( o \/\\\\/\\/\\ CONCRETE FOUNDATION WALL l/ \\\\\ O CONTINUOUS r�p�4 TYPICAL HORIZONTAL REINFORCEMENT PER MIDDLE BAR WITHIN 20201RC(NY)TABLE R404,1.2(1):MINIMUM a TYPICAL VERTICAL REINFORCEMENT PER 2020 a MID-SPAN OF WALL HORIZONTAL BARWIRCEMENOFTHET TOP AND 1 2 PREMOLDED IRC(NY)TABLE R404.1.2(4).FOR 10"THICK l" V 1 a CAST-IN-PLACE CONCRETE WALL,MINIMUM CONTINUOUSBARwTHIN12"OFiHETOPANU CONTINUOUS 4 JOINT(TYPICAL) � a BAR@31"0EINFORCEMENTSHALLBE(1)#6 6 VERTICAL BARS AT 31"O.C. BOTTOM OF WALL AND(1)#4 CONTINUOUS BAR MIDDLE BAR WIT N rO� BAR@31°ac, 10"CAST-IN-PLACE # NEAR THIRD POINTS IN THE WALL MID-SPAN OF WALL SLAB-ON-GRADE;SEE V CONCRETE FOUNDATION ; PLAN FOR SIZE AND H z TYPICAL HORIZONTAL REINFORCEMENT PER WALL FINISHED GRADE REINFORCEMENT 'V"N 2020 IRC(NY)TABLE R404.1.2(1):MINIMUM HORIZONTAL REINFORCEMENT SHALL BE(i)#1 CONTINUOUS#4 BOTTOM -a T/SLAB }..) '"✓�,..ry�„� Ul BAR WITHIN 12"FROM n/ *-I En w CONTINUOUS BARVJ�THIN12"OF THETOPAND T/GRADE ��%/ -d�`-' REF. ELEVATION �..G.+� ��// BOTTOM OF WALL AND(1)9 CONTINUOUS BAR BOTTOM OF WALL REF.ELEVATION /'/\\//\//\\ ..:!r J =(XX.X') F"'� W O �j NEAR THIRD POINTS N THE WALL SLAB-ON-GRADE;SEE itp• _(XXX.X') // _ % o"\�\\�\��\\�\\j\\` �-•i PLAN FOR SIZE AND Ea. Ea \//✓/✓/,✓/\//.\ U a 4-1 REINFORCEMENT J T/SLAB w Z REF. ELEVATION TJ T FOOTING N =(XX.X') ° a REF.ELEVATION o Isl \\%\,\,\\ g =XX.X' m TYPICAL BASEMENT WALL FOOTING a DATE: CONTINUOUS#4 BOTTOM co.10 Eo. 24"WIDEX10"THICK (Of 2 CONTINUOUS BAR WITHIN 12 FROM PER 2020 IRC(NY)TABLE R403.1(3): October 28,2020 TYPICAL BASEMENTWALL FOOTING 4 BARS BOTTOM OF WALL MINIMUM FOOTING SHALL BE 27" 24"WIDE X 10"THICK #4 TRANSVERSE WIDE x 8"THICK.PROVIDE(2)#4 PROJ N0: PER 2020 IRC(NY)TABLE R403.1(3): BARS AT 35 O.C. GRAVEL FILL CONTINUOUS BARS PLACED AT THE 220031 MINIMUM FOOTING SHALL BE 27' COORDINATE . ° BOTTOM(MIN.3"CLEAR COVER) WIDEx8"THICK.PROVIDE(2)#4 ELEVATIONS W/CIVIL FILTER FABRIC DWG ULF: CONTINUOUS BARS PLACED AT THE B070M(MIN.3"CLEAR COVER) & OWNER ON SITE DRAIN TILE,TIE INTO (2)CONTINUOUS FOUNDATION STORM SYSTEM #4 BARS SECTION x CAPILLARY BREAK OVER FOOTING URSATS35"O.C. MD MBRA E)°PING OR a COORDINATE FOUNDATION WALL SECTION ELEVATIONS W/CIVIL DWG NO: o � & OWNER ON SITE N GARAGE/BASEMENT FOUNDATION SECTION TYPICAL EAE� rr S-1O1 �aN z o zoz� �F af SCALE: 2"=1'-0" SCALE: 2tt=1'-0" )OK 0 BUILDING DEPARTMENT 0 v 1/L 0 x I LUNU WWI IH w DOWEL AT 24"O.C. 2A 1/2"PREMOLDED WELDED WIRE FABRIC ROUGHENED JOINT;PAINT WITH WELDED WIRE FABRIC PAINT WITH CURING �y ROUND ISOLATION JOINT a v o (IF REQ'D)SEE CURING COMPOUND BEFORE o (IF REQ'D)SEE COMPOUND BEFORE = Y o a FOUNDATIOON PLAN ADJACENT SLAB IS POURED Y o o FOUNDATION PLAN ADJACENT SLAB IS POURED ts \ 00 ` 1/2"PREMOLED2t 2ts 2ts (i¢E DIAMOND-SHAPED s s 8 N , ISOLATION JOINT �Q p X X X a..Xs •X X--•-X X eX w X. ,X X'Xe "Xy X.�X. y, eX• // \� =N 5 L 1'-O"LAP MIN. *' N < of I 'V _ —III= -- J J V 2x4 KEYWAY —III COAT OR WRAP ONE —III L _J Y N - END TO PREVENT BOND — 08 ao ! I _I I I I I I I= - Q5-0" VAPOR BARRIER(IF VAPOR BARRIER(IF h Q LID REQ'D).SEE SEE FOUNDATION PLAN FOR REQ'D).SEE SEE FOUNDATION PLAN FOR INDICATES BASE o FOUNDATION PLAN UNDERSLAB CONSTRUCTION FOUNDATION PLAN UNDERSLAB CONSTRUCTION PLATE OR PIER I m`o w L=LENGTH OF ROLL OF SHEET OF W.W.F. _r- o REQUIREMENTS REQUIREMENTS o0 TYPICAL DETAIL FOR W.W.F. LAP IN FLOOR SLAB TYPICAL CONSTRUCTION JOINT DETAIL CONSTRUCTION ORN c a o SCALE:N.T.S. 4--0 SCALE:N.T.S. GENERAL NOTES: >a)0 D: 1. CONTRACTOR HAS OPTION OF USING ROUND OR DIAMOND SHAPED ISOLATION JOINT. m ns 0 2. USE HALF-CIRCLE OR HALF-DIAMOND AT EXTERIOR WALLS. (3) Co N 3. PROTECT FROM STORM WATER BEFORE FILLING. Y) aa) TYPICAL COLUMN ISOLATION JOINT / / FIRST PLACEMENT scar:e.r.s. 1/2'xt 2"JOINT w a SEALANT(EACH FACE) t 3" ^L=c o HORIZ.— W m m FOUNDATION WALL zo o N RELIVE. _ aWZ _V UJ a 1/2"COMPRESSIBLE JOINT vw z w C Q Z W.W.F.REINFORCING FILLER AT PERIMETER OF o= G r SLAB(TYPICAL) (IF REQ'D)SEE PLAN, - a cos .r v z —_ — ROUGHENED JOINT 120 MIN.(TYP.) a — � WITH PVC 48x4BAR BARS IN OUTSIDE CUT ALTERNATE HORIZ.BARS WATERSTOP CORNERS TO MATCH OR HORIZONTAL BARS RED A BOTH FACES OF JOINT FOR 24"MIN. �� RC' i � —III-- III #5 OR SMALLER BARS.(DO `�j�gVY ROs Six NOT CUT LARGER SIZE BARS) Ch 0 — - — VAPOR RETARDER a DOWELS TO MATCH 48xOBAR W n _ — SEE FOUNDATION NOTES NOTES: MAIN WALL BARS OR -4 r 1. JOINT LOCATIONS AND DETAILS TO BE APPROVED BY STRUCTURAL z w ENGINEER. 24'MIN. 2, PRIOR TO SECOND PLACEMENT OF WALL AT CONSTRUCTION JOINTS, o PIER 9T 03 66 OQ GENERAL NOTES: ABRASIVE BLAST OR CHIP FIRST PLACEMENT FACE OF JOINT TO REMOVE F 1. SEE FOUNDATION NOTES FOR SLAB CONSTRUCTION AND UNDERSLAB LNTANCE,HONEY COMBING,ETC.CLEAN WITH WATER AND STFF BRUSH e O�NE`N CONSTRUCTION REQUIREMENTS. AND MAKE SECOND PLACEMENT WHEN CONCRETE IS DAMP. .n.'.e __ -----...._ T 2. COORDINATE WITH PLAN FOR FOUNDATION WALL DESIGN&REINFORCING. V) PLAN DETAIL VERTICAL y TYPICAL THICKENED SLAB EDGE DETAIL CONSTRUCTION JOINT IN CONCRETE WALL GENERAL NOTES 1. WALL SHAPES AS SHOWN ARE FOR BAR PLACEMENT ONLY,EXACT WALL SHAPES AS SHOWN MAY U a NOT APPEAR ON PROJECT. SCALE:N.T.S. SCALE:N.T.S. 2. REFER TO ACI-318 FOR CONCRETE COVER REQUIREMENTS. z a 3. REFER TO WALL SCHEDULE OR SECTIONS R REINFORCING. F, 4. "48x0 BAR OR 24'MIN."INDICATES THE MINIMUM REQUIRED LAP LENGTH(WHICHEVER IS GREATER). ° v a 6 o CD Z TYPICAL WALL INTERSECTION SCHEMATIC - u o z o o WELDED WIRE 1/8"WIDE o Z FABRIC(IF REQ'D) SAW SCALE:N.T.S. N Q o SEE FOUNDATION PLAN FOR NOTES > CUT ALTERNATE BONA BREAKER-15 FELT OR 5 WIRES AT SAWGUT CURING IMPOUND N CONCRETE FILLED o 'x X' X - X. ,X X�—aX SONG-TUBE FROM TOP 48xBARO U OF FOOTING r0 1/4"PREMOLDED YP, (2)'Y MINIMUM N z a UNDERSIDE OF SLAB N EXPANSION JOINT w �-�,�g,-� �'_"o r��-��,n:-��° -� —�x ;=-�-.-•�`---ram. �'� w�! �n _ _ M CD w a VAPOR BARRIER(IF SEE FOUNATION PLAN FOR =�•� -IIIII ' o ADDITIONAL BENT BARS w UNDERSLAB CONSTRUCTION AT STEP S -I- SAME SIZE REQ D)SEE _IIII_ a° FOUNDATION NOTES REQUIREMENTS = ° =IIIII u� SPACING AS FOOTING a 2"MIN. REINFORCING a w GENERAL NOTES: < 1. FILL SAWCUT WITH JOINT FILLER 120 DAYS(MINIMUM)AFTER FOOTING Z CUTTING(SEE SPECS). A REINFORCING TYPICAL CONTRACTION JOINT DETAIL TYPICAL COLUMN BASE ON FOOTING SCALE:N.T.S. SCALE:N.T.S. rr! o �V a z z 0 TYPICAL STEPPED FOOTING DETAIL Z SCALE:N.T.S. M w O� Q a O TOP OF 12)#5x48"AT CENTER Q) C/� raj SEE PLAN FOR DIMENSIONS WALL OF WALL AT CORNERS `J ON DIAGONAL. Z NO UTILITIES PERMITTED TO PENETRATE PIER z 2' I ' w OPENING WIDTH TYPICAL [WIDTH] 1 "H" �..I C a z z PROVIDE ^ o i i I I o a o• #5 TRIM BARS AROUND w COLUMN PIER�I a STANDARD 0 M n < I HOOK IF"H° SLEEVE OPENING,? .y d PIP=S'=M.E.P. a 3 0 �� FA E DRAWI.NCS ( ) I w S ESS THAN �..{1--I �o TYP. o ---------- 40xBARO O z o I 3 UTILITY I I o NOTE'1 L a UNE I I w w ——— DATE: t ` I END of October 28,2020 f LL PROJ NO: I i II- PP,OVDE DOWELS 220031 I _ INTO FCOIING DWG TITLE: o J ` FOP,BARS AT 1 3 SIDE of OPENING FOUNDATION z TOP OF FOOTING ADDITIONAL BARS TO PROVIDE EQUIVALENT FOR V"<48xBAR0 SCHEDULE 40 STEEL PIPE F COL.FOOTING 1'-O" (SEE PLAN) STEEL AREA OF BARS OMITTED BY SLEEVE.INSIDE DIAMETER AS DETAILS SEE NOTE 1 MIN. 6"MIN. e III-11 OPENING.(4-SIDES OF OPENING) SHOWN ON M.E.P.DRAWINGS TYPICAL � I- FILL EXCAVATION w/CONCRETE(SAME PROPERTIES GENERAL NOTES: GENERAL NOTES: AS USED FOR FOUNDATION POURS). a 1. HOOK AIJ-BARS INTERRUPTED BY OPENING(TYPICAL)ALL SIDES. 1. THIS DFTAIL APPLIES TO INDIVIDUAL PIPE SLEEVE LOCATIONS ONLY. GENERAL NOTES: 2. MINIMUM DIMENSION'V"=6" 2. WHEN SLEEVES ARE LESS THAN(3)SLEEVE DIAMETERS APART REVISE 1. NO UTILITIES SHALL BE PERMITTED BELOW COLUMN FOOTING.SHOULD UTILITIES NEED TO BE LOCATED IN! 3. REGULAR WALL REINFORCING NOT SHOWN FOR CLARITY,REFER TO AND/OR(2)OR MORE SLEEVES ARE LINED UP,SPECIAL THE VICINITY OF COLUMN FOOTING,THE FOOTING SHALL BE LOWERED IN ELEVATION(SEE TYPICAL STEPPED SECTIONS AND WALL SCHEDULES FOR SIZE AND SPACING. REINFORCING MAY BE REQUIRED. r No: FOOTING DETAIL).IF LOWERING OF FOOTING IS NOT POSSIBLE,CONSULT A/E FOR FURTHER DIRECTION. PLANS JAN 2 0 2021 2. COORDINATE WITH PLANS AND SECTIONS FOR REQUIRED WALL,FOOTING AND PIER CONSTRUCTION. DATED' �402 TYPICAL FOUNDATION WALL OPENING DETAIL YEBROO TYPICAL DETAIL— UTILITY LINE BELOW WALL FOOTING SCALE N.T.S. BUILDING DEPARTMENT SCALE:N.T.S. d OF 0 0 - • ENGINEERING# DESIGN CRITERIA 22008 Model Number or Name: 220081 Occupancy:1&2 FAMILY DWELLING(NJ 1 VA:R 5,MA:R 3) �UJLP N6 5Y5 M5 GARAGE NOTES DRAWN BY:CHECKED BY: Building Area: 3531 SQ.FT. 1,GARAGE SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE. MJC XX Construction Type: VB 2.ALL GARAGE SHALL BE GFCI PROTECTED INCLUDING THE ONE INSTALLED ON CEILING. DATE: No.of Stories Above Grade: 2 /] I I/ /� A. ATTACHED GARAGE Mean Roof Height: 30 FT. 00`I 5prlfl brook/"1vonuo MOOSIC Pa 0 01 61820 Min.Distance to Lot Line: 5 FT. ( r 1� r '( 1 /� 1.ATTACHED GARAGE SHALL BE SEPARATED FROM DWELLING AND ITS ATTIC BY MEANS OF 1/2"GYPSUM BOARD OR EQUIVALENT SALESMAN: Exterior Wall Rating: 0 HR. f e, \�70) 774-000 f a, \�10) 1�4-0 0 2,A DOOR BETWEEN DWELLING AND GARAGE SHALL BE A MINIMUM 1 3/8"SOLID CORE OR EQUIVALENT,20-MINUTE RATED,AND EQUIPPED WITH JOHN LUTKOWSKI Ground Snow Load(Pg): 30 PSF SELF CLOSING DEVICE, Min.Roof Live Load(Pf): 20 PSF B. DWELLING ABOVE GARAGE MODEL: Roof Dead Load: 10 PSF 1.GARAGE MAY HAVE HABITABLE SPACE ABOVE,AND IF IT DOES GARAGE SHALL BE SEPARATED FROM DWELLING BY 5/8"TYPE'X'GYPSUM TWO STORY Floor Live Load: 40 PSF Floor Dead Load: 10 PSF BOARD m -m Wind Speed: 117 MPH ®Vuu oVasd GENERAL NOTES: Wind Exposure: B 1. WATER HEATERS IN ENCLOSED COMPARTMENTS ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. Seismic Design Category: B 2. POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHEN APPLICABLE.WHEN NOT APPLICABLE OR ABLE, STAIR NOTES: Electrical Service Panel Size: 200 AMPS RECIRCULATING FILTERING HOOD(MIN.100 CFM)MAY BE SUBSTITUTED IF THERE IS A MINIMUM OF 4%NATURAL 1. BASEMENT STAIRS SHOWN ARE TYPICAL FOR STANDARD PLANS. Permissible Gas Type: N/A VENTILATION IS PROVIDED. 2. ALL STAIR OPENINGS AND HEADERS ARE BASED ON BASEMENT CEILING HEIGHT OF 8'-0"UNLESS SHOWN OTHERWISE. Design Codes: 1 EACH DWELLING SHALL HAVE AT THE PRIMARY LOCATION A MAIN ENTRANCE DOOR.THIS DOOR SHALL BE BOTH SWING 3, RISE,RUN AND OPENINGS FOR STAIRS MAY VARY AS PLAN DESIGN VARIES.MAXIMUM RISER OF 81/4",MINIMUM TREAD OF 9",WITH A 1 1/4" z NY STATE CODES: TYPE AND 36"W x 80"H.(MINIMUM). NOSING.STAIRS WILL HAVE MINIMUM HEAD ROOM OF 6-8",MINIMUM WIDTH OF T-0". °LD F� 2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE 4. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND/OR FURNISHED AND INSTALLED ON SITE (WHICH INCORPORATES BY REFERENCE): BY BUILDER. 4. BUILDER IS RESPONSIBLE TO INSTALL BASEMENT STAIRS,LANDING AND RAILINGS.RAILINGS SHALL BE INSTALLED AT 34"TO 38"MEASURED LU co j 2020 RESIDENTIAL CODE OF NEW YORK STATE 5. ROOF SHINGLES ARE FACTORY INSTALLED.EXCEPT AT RIDGE AND HINGE POINTS OF ROOF WHICH IS FACTORY VERTICALLY FROM NOSING o a o 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE FURNISHED BUT FIELD INSTALLED BY BUILDER.SHINGLES MAY BE FURNISHED BY BUILDER AND FIELD INSTALLED. 5. MAXIMUM VARIATION IN RISER HEIGHT BETWEEN 2 ADJACENT RISERS IS 3/16". z CD LL Of 0 6. HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT MAY BE DONE IN 6. MINIMUM CLEARANCE FROM WALL TO HANDRAIL IS 1 1/2"HANDRAIL MAY PROJECT INTO THE STAIRWAY MAXIMUM 31/2". o z z 2017 NATIONAL ELECTRICAL CODE cn a FIELD IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF THE STRUCTURE.ALL FLOOR,WALL AND 7 LANDINGS SHALL BE AS WIDE AS STAIRS BUT NOT LESS THAN 36". z �� CEILING PENETRATIONS MUST BE FIRESTOPPED PER CODE REQUIREMENTS. o o�z 8. SWING OF DOOR OPENING ON A STAIRWAY SHALL NOT OVERLAP TOP STEP. "' w w Thermal Climate Zone:4A 7. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS,WALLS AND CEILINGS SHALL HAVE SUCH OPENINGS > a a a Degree Days:5832 FIRESTOPPED. 9. ALL STAIR RAILINGS AND GUARD RAILS SHALL BE INSTALLED BEFORE DWELLING IS OCCUPIED. w w Minimum Furnace Output: N/A 8. FOR FIELD CONNECTIONS SEE MODEL CROSS SECTIONS, 10. 3 OR MORE RISERS SHALL BE PROTECTED BY HANDRAIL ON AT LEAST ONE SIDE, Q Q 2 Thermal Transmittance Values: Floor* Wall* Roof* 9. ALL NOTES PERTAINING TO"IN FIELD","BY BUILDER"OR'"ARE BUILDER/CONTRACTORS RESPONSIBILITY. 11. OPEN SIDES OF STAIRS OR LANDINGS 18"OR MORE ABOVE ADJACENT FLOOR AND AT WINDOWS ON STAIRS OR LANDINGS SHALL HAVE R- R= R- 10. ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED, RAILINGS. 'SEE RES CHECK 11, EVERY SLEEPING ROOM SHALL HAVE,IN ADDITION TO PRIMARY EXIT,AN EMERGENCY USE OPENING OF LEGAL OPEN 12. OPEN RAILINGS SHALL HAVE GUARDS BELOW RAILING THROUGH WHICH A 4"SPHERE CANNOT PASS. m CD ADDITIONAL SPECIAL CONDITIONS AND/OR LIMITATIONS AND/OR ITEMS SPACE.WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRESS THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 13. STAIRWAY SHALL BE PROVIDED WITH ILLUMINATION AND WITH A SWITCH IN BOTH DIRECTIONS. d N SUBJECT TO LOCAL INSPECTION: 44"ABOVE FLOOR,HAVE A NET CLEAR OPENING OF 5.7 SQ.FT.(5.0 SQ.FT GRADE LEVEL)AND MIN.AND NET CLEAR CD OPENING OF 20"X24". z 12. A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED ON EACH FLOOR DRAWING INDEX _LD oc LEVEL INCLUDING BASEMENT.SMOKE DETECTOR SHALL BE INSTALLED IN EACH BEDROOM AND IN THE VICINITY OF NY NOTE > N M V 7 SHEET# SHEET TITLE DATE REVISED w BEDROOMS,AND WIRED IN SUCH A WAY THAT ACTIVATION OF ONE WILL ACTIVATE ALL,AND WITH NO INTERVENING •BUILDER IS RESPONSIBLE TO COMPLY WITH NCR 1 COVER SHEET 12/2120 SWITCHES.IF ADDITIONAL SMOKE DETECTORS ARE INSTALLED BY BUILDER THEY MUST BE INTERCONNECTED WITH PART1265.1 AND NOTIFY CODE ENFORCEMENT OFFICIAL 2 FOUNDATION NOTES 12/2/20 *"R"or"U"as required by State ONES INSTALLED BY MODULAR MANUFACTURER.12a.A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,IT MAY BE HARD WIRED. OF THE USE OF ENGINEERED LUMBER/TRUSSES AND 2a FOUNDATION PLAN 12/2120 U 14, SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4"SPHERE CANNOT PASS THROUGH. POST APPROPRIATE SIGNAGE ON STRUCTURE 3 1st FLOOR PLAN 12/2/20 15, ENCLOSED ATTICS AND ROOF SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF •BUILDER SHALL SUPPLY AND INSTALL WHOLE HOUSE 3a 2nd FLOOR PLAN 12/2120 � ON-SITE WORK(RESPONSIBILITYAND ALL CONNECTIONS of TIONS FRINCLUDING,BUT NOT UNITED To: RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATION OPENINGS PROTECTED 4 1st FLOOR SHEAR WALL PLAN 12/2/20 w 1, FOUNDATION AND ALL CONNECTIONS FROM THE LOWEST MODULAR LEVEL TO THE FOUNDATION VENTILATION.THIS INSTALLATION SHALL BE INSPECTED � 2. ALL PORCH ROOFS,RAILINGS,POSTS,DECKING,DECKS To BE SUPPLIED AND INSTALLED ON-SITE BY THE BUILDER, AGAINST RAIN AND SNOW AND COVERED WITH CORROSION RESISTANT MESH NOT<1/8"NOR>1/4"IN ANY DIRECTION. 4a 2nd FLOOR SHEAR WALL PLAN 1212/20 3. INSTALLATION OF INTERIOR DOORS AND FINISHING INTERIOR WALL AND CEILING GYPSUM WHERE MODULAR UNITS AND APPROVED BY THE LOCAL JURISDICTION. V) COME TOGETHER. 16. SAFETY GLAZING SHALL BE IN INGRESS AND MEANS OF EGRESS DOORS,IN FIXED AND SLIDING DOOR ASSEMBLIES, 5 FRONT ELEVATION 12/2/20 4. INSTALLATION OF DOOR AT MATELINE WHERE MODULAR UNITS COME TOGETHER. AND PANELS IN SWINGING DOORS,STORM DOORS,IN ALL UNFRAMED SWINGING DOORS IN DOORS AND ENCLOSURES 5a ELEVATIONS 12/2/20 5. PLUMBING AND ELECTRICAL CONNECTIONS BELOW THE LOWEST MODULAR LEVEL FINISHED FLOOR LINE, FOR HOT TUBS,WHIRLPOOLS,BATHTUBS AND SHOWERS,IN ANY PART OF A BUILDING WALL ENCLOSING THESE ALL REQUIRED ENERGY TESTING REQUIRED BY 6 ELECTRICAL NOTES 1212120 6, FOUNDATION HOLD DOWNS AND METAL ROOF STRAPS COMPARTMENTS WHERE THE BOTTOM EDGE OF GLASSING IS LESS THAN 60"ABOVE DRAIN OUTLET,IN AN INDIVIDUAL Z 7. ON-SITE EXTERIOR LIGHTING PER PLAN CHAPTER 11 OF THE 2018 IRC AND 2018 IECC SHALL 6a 1st FLOOR ELECTRICAL PLAN 12/2/20 3. INSULATION OF ALL EXPOSED FLOOR AREAS FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE NEAREST VERTICAL EDGE IS WITHIN 24"ARC OF A DOOR IN 6b 2nd FLOOR ELECTRICAL PLAN 12/2/20 9. BASEMENT STAIRS To BE SUPPLIED&INSTALLED ON SITE BY BUILDER CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60"ABOVE FLOOR,IN AN INDIVIDUAL PANEL OTHER THAN BE DONE BY Nu-Tech Energy Solutions,HC1 Box 1A 231, 10. INTERIOR STAIR RAILINGS,GUARDS,AND HANDRAILS 7 PLUMBING NOTES 12/2/20 11. TRUSS SIGNAGE To BE PROVIDED&LOCATED BY BUILDER ON SITE. THOSE LISTED ABOVE THAT MEET ALL OF THE FOLLOWING CONDITIONS. 107 Robin Way,LACKAWAXEN,PA 18435,(570)490-3932 12, ALL APPLIANCES,INCLUDING BUT NOT LIMITED TO DISHWASHER,WASHER,DRYER,RANGE,RANGE HOOD, a. EXPOSED AREA IN AN INDIVIDUAL PANE GREATER THAN 9 SQ.FT. ENERGY CODE TESTING PERFORMED ON-SITE& 7a PLUMBING DIAGRAMS 12/2120 _co MICROWAVE,REFRIGERATOR,AND WATER HEATER b. BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOOR. PASSED IN ACCORDANCE WITH CODES LISTED.ALL 8 RESERVED - 13. ALL FINISH FLOORING MATERIAL 8a RESERVED 14. GARAGE c. TOP EDGE IS GREATER THAN 36"ABOVE THE FLOOR. ON-SITE INSPECTIONS BY THE ENERGY TESTING 15. ANY ITEMS MARKED ON THE INCLUDED DRAWINGS AS"BY BUILDER"OR"ON-SITE BY OTHERS" d. ONE OR MORE WALKING SURFACE WITHIN 36"HORIZONTALLY OF GLAZING, SAFETY GLAZING SHALL BE IN WALLS AGENCY AND THE ATTACHMENT OF THE NY INSIGNIAS 8b RESERVED INCLOSING STAIRWAY LANDINGS OR WITHIN 60"OF THE TOP OR BOTTOM OF STAIRWAYS WHERE THE BOTTOM EDGE OF 9 SECTION 12/2/20 Q GLASS IS LESS THAN 60"ABOVE THE WALKING SURFACE. BY PFS CORPORATION AT THE FACTORY MUST BE 9a SECTION 1212120 - 17. PLASTICS(INCLUDING GLAZING,SIDING AND SKYLIGHTS)AND FOAM PLASTIC(INCLUDING INSULATION)IF USED SHALL DONE PRIOR TO THE ISSUANCE OF THE LOCAL USE& 9b SECTION DETAILS 12/2/20 Z BE IN COMPLIANCE WITH STATE CODE OCCUPANCY PERMIT,THIS INFORMATION WILL BE 10 FIRE SEPARATION DETAILS 12/2/20 0 18 MINIMUM ROOM SIZE TO BE 70 SQ,FT.WITH A MINIMUM ROOM DIMENSION OF T-0".ONE ROOM A MIN.OF 120 SQ.FT AND NOTED ON THE DATA PLATE. Z co LOCATION OF LABELS: A MIN DIMENSION OF 10 FT.(MINIMUM DIMENSION OF 10'-0"IS NOT CODE REQUIRED BUT IS A MANUFACTURER'S CHOICE o . m z DATA PLATE-(1)PER DWELLING,AS INDICATED ON PLAN ) o o Z �o}° PER MODULE,AS INDICATED ON PLAN 19. ALL STAIRWELLS USED AS A COMMON SET OF STAIRS MUST HAVE A MIN.OF 1 HOUR RATING. 3rd PARTYLABEL- w-z (1) 20. THE NUMBER OF MODULES MAY VARY. W=w �=Y~ r co t-r o cn STATE LABEL-(1)PER DWELLING,AS INDICATED ON PLAN 21. IN ATTIC&ENCLOSED RAFTER SPACES,THE MINIMUM VENTILATION AREA SHALL BE 1/300 OF THE AREA OF SPACE w o= wo 0_ VENTILATED,PROVIDED A VAPOR RETARDER HAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM IN ACCORDANCE r)c"0 Wrn Co DP DATA PLATE THIRD PARTY LABEL . STATE LABEL WITH ASTM 96 IS INSTALLED ON WARM SIDE OF ATTIC INSULATION AND PROVIDED 50%OF THE REQUIRED VENTILATION, N N a ON Jj BUT NOT MORE THAN 80%OF AREA PROVIDED BY VENTILATORS INSTALLED IN THE UPPER PORTION OF THE gak ( Q VENTILATED SPACE AT LEAST 3 FT.ABOVE EAVE OR CORNICE VENTS,WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS o a 22. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8%OF THE FLOOR t>s w O AREA OF SUCH ROOM.THE MINIMUM NATURAL VENTILATION AREA SHALL BE 4%OF THE FLOOR AREA VENTILATED. ca W Z ATTENTION LOCAL INSPECTIONS DEPARTMENT: 23. WHEN WOOD FRAME PROTECTED CONSTRUCTION(VA)IS USED GYPSUM BOARD IS REQUIRED TO BE ATTACHED 7"0/C. DRAWING: The followingitems have not been completed b the Modular DUE TO INCREASED NUMBER OF FASTENERS,MORE THAN USUAL NUMBER OF NAIL-POPS WILL OCCUR.IT WILL BE , p y BUILDERS RESPONSIBILITY TO RESPACKLE AND RE-TOUCH THESE AREAS. STATE OF NEW YORK ARCHITECT OR ENGINEER '9� 32431- �► COVER SHEET Homes Manufacturer,have not been inspected by 3rd Party CERTIFICATION STATEMENT � $� Agency and are not certified by state modular label.Code THE PLANS AND SPECIFICATIONS OF THIS compliance must be determined at the local level: SCALE: Foundation,Exterior porches,decks and steps,HVAC systems,Plumbing PERMIT SET ARE DERIVED FROM AND P p Y 9 NOTE. CONSISTENT WITH THE PLANS AND NTS and Electrical connections,and any items marked on included drawings as THE BUILDER IS RESPONSIBLE TO INSTALL PROPER INSULATION PROTECTION OVER ATTIC ACCESS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: BY BUILDER", BY OTHERS",or with the or symbols. OR PULL-DOWN STAIR AND/OR INSULATION DOME OVER A PULL-DOWN STAIR NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER, THIS ITEM IN ANY WAY ENGINEERING# OVERALL LENGTH OF HOUSE PER INDIVIDUAL FLOOR PLAN w > SIMPSON SIMPSON HDU* 22008 1 11 STHD14RJ* ATTACH TO STUDS w/ z z ATTACH TO STUDS DRAWN BY:CHECKED BY: a (38)16d SINKER NAILS SIMPSON CNW >a a COUPLER NUT* w/SDS 1/4"x2-1/2" MJC XX p w 0 • NAILED SCREWS*SEE CHART FLOOR PLANS ARE DESIGNED WITH MAXIMUM WALL THICKNESS OF 10". z 0 0 .'PORTION (AS REQUIRED) ( DATE: FOR LOCATION OF STAIRS —0 Q 0 FOR QUANTITY) SEE APPLICABLE FLOOR PLAN BUILDER IS RESPONSIBLE TO DETERMINE FOOTING AND ALL REQUIREMENTS. w-, * 6-18-20 IF WALL EXCEEDS 10",BASEMENT STAIRS MAY BE AFFECTED. w THREADED ROD Lu ) SPAN EMBEDDED IN SALESMAN: w a Now CLEAR'UM CONCRETE(SEE JOHN LUTKOWSKI UNLESS OTHERWISE SPECIFIED {n MAX�M CHART FOR SIZE) ADDITIONAL SUPPORT COLUMNS w 0 r}�: o ACCESS TO CRAWL SPACE BY BUILDER ARE REQUIRED UNDER CLEAR SPANS w Qo MODEL: 2 IN COMPLIANCE WITH ALL STATE AND LOCAL CODES IN CEILING GIRDER IN EXCESS OF 5'-0" > T'., THREADED ROD FASTENER CHART TWO STORY O > SEE FLOOR PLAN- w 30'MIN, t'r•: NE#4 REBAR CHART MODEL SDS 4"x SMOKE DETECTOR IN iY:.•�. f-" IN SHEAR CONE MODEL ROD DIA. "# � REBAR LENGTH %f:"• AC/DC BASEMENT BY BUILDER Y� HDU2 50 a HDU2 6 } 12'MIN,` HDU4 518" °'•° HDU4 10 00 m 3 ® cn REBAR I HDU5 5/8" ° HDU5 14 z 30"x30"x12"CONCRETE FOOTIN SEE COLUMN SPACING DRAWING 2a cr srs�Pim>�J t'°r°-Tk LENGTH/ HDU8 7/8" It HDU8 20 a ¢ aM Joist Irmt°Uatlor 1/2 MIN. HDU141 1" HDU14 36 a INTERMEDIATE SUPPORT END SUPPORT > FROM HDu1 1" :° HDu11 30 CORNER 0 VARIES (*)=SUPPLIED&INSTALLED ON SITE BY BUILDER PER (*)=SUPPLIED&INSTALLED N SITE BY BUILDER PER U- MANUFACTURER'S INSTALLATION INSTRUCTIONS,SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS.SEE WALK-A-BAY F 0 U N DAT I 0 N SHEET 2a FOR LOCATIONS. SHEET 2a FOR SIZE&LOCATIONS. o CONNECTION DETAIL-1 CONNECTION DETAIL-2 o MAY BE AT FRONT,REAR OR SIDE OF ANY HOUSE >w co z SIMPSON STHDRJ14 HOLD DOWN TO FOUNDATION SIMPSON HDU HOLD DOWN TO FOUNDATION CENTER BEAM WITHIN FLOOR 3112 MIN.DIA.STANDARD STEEL a a SYSTEM(SEE CROSS SECTION) PIPE COLUMN STANDARD FOR ALL FLOOR DECKING o ac�Ir w MODELS WITH FULL BASEMENTS o z z 0 w r16"xl6"x8" LOCK PIER METAL JOIST HANGER Z wo FOR ALL MODELS 5/8"DIA.ANCHOR BOLT IMBEDDED 0 m 0 o z WITH CRAWL SPACE(TYPE FLOOR JOIST IN CONCRETE MIN.7"(15"IN MASONRY) 1 ST STUD 24"FROM CORNER w a d o "M"OR"S"MORTAR) 6'0"O.C.MAX.12"FROM CORNER O �co � 0 ANCHOR BOLTS TO START V-0"FROM EACH END OF 31/2"x7"xl/4 STEEL PLATE 2 0 0 J = FOUNDATION AND SPACED PER TABLE R404.1 2 AND SHALL WELDED TO COLUMN z o- o BE PLACED SO AS NOT TO INTERFERE WITH FLOOR JOISTS TACK SHEATHING ==a > 2 x CONTINUOUS SILL PLATE FASTENED CONCRETE PARGING COVER L)0 co 0 - WITH BITUMINOUS COATING o 0 TO FOUNDATION WALL WITH 112"DIAMETER BOLT SPACED PER TABLE R404.1(2) 6i N N O 12"FROM CORNER.BOLTS MUST EXTEND A MIN.15"INTO MASONRY, (4)318"x4"LONG LAG BOLTS ~ ° ' �'-N OR 7"INTO CONCRETE FOUNDATION WALL BY BUILDER. NO WIRES I r o 31/2"IN DIA.STANDARD THIS AREA z STEEL PIPE COLUMN PERFORATED DRAIN TILE SITE INSTALLE > N m t��r w cl) e• �e• ��., .. HOLD DOWN � 'OPTIONAL CANTILEVER 30"x30"x10"CONCRETE ° ' ' FOOTING(STANDARD) ' OPTIONAL CANTILEVER 3702"xl2"CONCRETE #4 RE-BAR CONTINUOUS W SEE INDIVIDUAL FLOOR PLAN FOR ACTUAL DIMENSIONS VARIES PER INDIVIDUAL FLOOR PLAN FOOTING IN MA. BASEMENT COLUMN DETAIL FOUNDATION WALL DETAIL CORNER COLUMN DETAIL SIMPSON HDU HOLD DOWN TO FOUNDATION FOUNDATION NOTES: a 1.ALL CONSTRUCTION AND MATERIAL BELOW THE BOTTOM OF THE FLOOR JOIST IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR AND IS TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL CODES. 2,BASEMENT ENTRANCE,FOUNDATION OR CRAWL SPACE WALLS EXCAVATION AND BACK FILL PILASTER,ETC..MUST COMPLY WITH LATEST EDITION OF BUILDING CODE AND WITH LATEST REVISIONS STATE/LOCAL CODES,LAWS,RULES AND REGULATIONS INCLUDING FMHA 4241 EXHIBIT D THERMAL TO QUALIFY FOR FEDERAL FINANCING. :2 3.INSULATION IN FLOORS OR ON FOUNDATION WALLS,AS REQUIRED TO BE THE RESPONSIBILITY OF THE ON-SITE BUILDER AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. 4,WINDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE Im 5.IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAY OR BE REQUIRED,CHECK LOCAL REQUIREMENTS. 6.THE SILLS OF ALL DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING SHALL BE RAISED NOT LESS THAN 4"ABOVE THE GARAGE FLOOR. 7.ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL P.E.OR R.A.FAMILIAR WITH LOCAL SOIL CONDITIONS. 8.CRAWL SPACE FOUNDATIONS REQUIRE A MIN.OF A 18"x 24"ACCESS OPENING FOR VENTILATION 1/3 OF 1%OF THE FLOOR AREA PROVIDED BY CROSS VENTS MADE INSECT AND RODENT PROOF WITH Q SCREEN OR LOUVERS.MIN.CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18". 9.FIRE SEPARATION WALLS SHALL BE CONTINUOUS TO BASEMENT FLOOR(SUPPLIED ON-SITE BY BUILDER) U 10,PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS 12"O.C. z 11.MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/OWNER EXCEEDS MAX.SPANS SHOWN ON BASEMENT COLUMN SPACING TABLE. F_ 12.LOCATION OF WASHER,DRYER,WATER HEATER AND FURNACE IN BASEMENT TO BE INSTALLED PER STATE AND LOCAL CODES(OWNERIBUILDER RESPONSIBILITY). W C-, 13.ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOIST, c mC o z 14.SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATION.IF 3/4"FOAM INSULATION IS USED,INCREASE THE FOUNDATION IN LENGTH p o Z >0}o) AND WIDTH BY 1 1/2"TO MAINTAIN PROPER OVERHANG,THIS APPLIES TO ALL MODELS. J E w ��z w 15.FOUNDATION PLAN TO BE SUPPLIED WITH EACH HOUSE � w ct) ��0 w 16.FOUNDATION DRAINAGE AND DAMP PROOFING TO COMPLY WITH ONE AND TWO FAMILY BUILDING CODE Lli 17.CRAWL SPACE SHALL BE PROVIDED WITH A MINIMUM 18"X 24"ACCESS(BY BUILDER ON SITE). [ m oo 0 LUZ Co 0 18.MANUFACTURED UNITS COVERED WITH THIS BUILDING SYSTEM ARE DESIGNED FOR INSTALLATION ON SITE BUILT PERMANENT FOUNDATIONS,AND ARE NOT DESIGNED TO BE MOVED OR RELOCATED "� � Ul Q N 0 oN w ONCE INSTALLED. 19.FOUNDATION TO BE DESIGNED AND BUILT TO COMPLY WITH A NATIONALLY RECOGNIZED MODEL BUILDING CODE OR AN EQUIVALENT TO BUILDING CODES FOR SITE BUILT HOUSING OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PERSUANT TO TITLE II OF NATIONAL HOUSING ACT. 0 w Li 20.TO THE MANUFACTURERS KNOWLEDGE THESE UNITS ARE NOT TO BE USED FOR OTHER THAN ON PERMANENT SITE BUILT FOUNDATIONS. o 21.RECOMMENDED FOUNDATION ASSUMES A SOIL BEARING PRESSURE OF 2000 PSF. f m L O 22.FOOTINGS TO BEAR ON UNDISTURBED SOIL AND BE BELOW FROST LINE. 23.CONCRETE USED IN CONSTRUCTION OF FOUNDATION TO HAVE A MIN,STRENGTH OF 2500 PSI. iA 11% DRAWING: 24.THE FOUNDATION INSULATION SHALL HAVE A RIGID,OPAQUE AND WEATHER-RESISTANT PROTECTIVE COVERING EXTENDED A MIN.OF 6 INCHES BELOW GRADE/(MARYLAND ONLY) STATE OF NEW YORK ARCHITECT OR ENGINEER 3�4 31' CERTIFICATION STATEMENT OF FOUNDATION NOTES THE PLANS AND SPECIFICATIONS OF THIS SCALE: PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A ^ LICENSED PROFESSIONAL ENGINEER,TO ALTER L LETTER. THIS ITEM IN ANY WAY WOCEC 4 2020 VILLAGPRELIMINARY- NOT FOR CONSTRUCTION BUILDIEOF PARTMEYE ENGINEERING BUILDING DEPARTMENT 220081 LOADS AND COLUMN SPACING TBD DRAWN BY:CHECKED BY: 72'-4112" MJC XX 24'-0" 48'-41/2" DATE: 12'-0 3/4" 12'-1 1/2" q 12'-1 1/2" � 12'-0 3/4" 618 20 lid TOTE: DH2846M-2 DH2846M-2 SALESMAN: SEE FOUNDATION DETAIL SHEET) 3-0 s_o kJOHN LUTKOWSKI — — — — — — > MODEL: FLY:M:B 0 L S: � I 1 FOUNDATION WALL TWO STORY Y CONCRETE FOOTING -Y -U rHOLD DOWN DEVICE.BUILDER 70 PROVIDE HOLD I �• I �.. 0°D ��co X OWN TO THE FOUNDATION FOR THE LOADS LISTED. 0 � J POINT LOAD.POINT LOADS ARE FROM 1st STORY I , 1 � CEILING OR ABOVE AND MUST BE CONSIDERED IN i--------i c9 ADDITION TO UNIFORM PLF LOADS.- - - ' i ' oo " i 10 z z" TYP. o I I I O=FW'" I I znF F ---- ' U_w ---- >cn cn 7---- T---- Uj LU� Z IY 0 0 N I , O I O LLJA LU K O p Z_Z Cl)Q�� ~ z W Q O p z cl- r' I �' I �• C1. F13 x Q C. C1: cl: > W W J ----1---- CO CO a ----1---- zz io rr------ 11 -------1 == z I I r------ I -------1 1 Iz i o o cn �---- 10 Eo cD ' c o I �n NM L()Q� Y I I I I - I Y II- A- 1 A- 1I II I Lu �'VC,: ---- -- ---- o coo 11 IIIJII--- -- IIIII I-- �' ---- — Y co UNEXCAVATED GARAGE W N � - ----- ------ IQ F------- ——————- 1 o I -- -- i s��o �� Li F ui ,0 2 M � I I CO i a CONCRETE FOOTING `D i z FOUNDATION WALL I I SILL PLAT 0 ANCHOR BOLT Z m J W C) _ I i o 2�� pcjli Z O Q Z `Q}O JLij�w 0�zw 72"TYP. 12" D Cl) H Qf o w o �Owv W�mU 18'71r2° N N o 0 F- I Q a - - - - - - - - - - - o Note: 18W 1/2" 1V-1 1/2" m W O "Foundation walls,piers,grade beams and all other foundation elements shall be designed by a registered professional having knowledge of the I DRAWING: local soil conditions.In addition to all code requirements,foundation STATE OF NEW YORK ARCHITECT OR ENGINEER I FOUNDATION PLAN CERTIFICATION STATEMENT design shall incorporate all hold-downs,point loads equal to the THE PLANS AND SPECIFICATIONS OF THIS hold-down capacity at all hold-down locations,uplift loads,lateral loads, PERMIT SET ARE DERIVED FROM AND SCALE: and gravity loads induced b the modular structure" CONSISTENT WITH THE PLANS AND NT5 g —Y— — — —Y— — — — — — — — — — — I SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: J NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A n LICENSED PROFESSIONAL ENGINEER,TO ALTER L LETTER. THIS ITEM IN ANY WAY 72'-41/2" ENGINEERING# 24'-0" 48'-1/2" 220081 24'-1 112" 1 1 1/2" 24'-1 1/2" 9 DRAWN BY:CHECKED BY: 12'-0" 11/2" 12'-0" 12'-0" 11/2" 12'-0" MJC XX 6 0" MODULE"D" 12' 1/2" MODULE"C" 12' -1/2" 12' 1/2" 6'0 MODULE"B" MODULE"A" DATE: it 19 THIS HOME WILL ERECTED ON A VACANT LOT. " LINE OF FLOOR ABOVE 4 1/8" 41/8" LINE OF FLOOR A VE BO 618 20 ALL SETBACK DISTANCES FOR EXTERIOR WALLS& N 2 2x6 SPF#2 2 2x6 SPF#2 N SALESMAN: PROJECTIONS SHALL EXCEED THOSE LISTED IN DH3046M-2 EACH MOD, DH3046M-2 DH3046M-2 EACH MOD. DH3046M-2 JOHN LUTKOWSKI TABLE R302.1(1)FOR 0-HOUR RATING. MODEL: HOME IS NOT LOCATED IN A FLOOD ZONE. M Q 23'-I 3ra" 23'-3I3/a" Q M TWO STORY UU(> It 0I 0I m��m LL QI aI o o x WLu ° N LIVING ROOM w IZ W I Q(D LIVING ROOM N Z AREA=291.85 SF m= m= AREA=291.85 SF 6 0" 12'0" 6'0" LT=23.35(READ)51.20(PROV) I U J I U LT=23.35(READ)51.20(PROV) VT=11.67(READ)2724(PROV) J I= N N J I= VT=11.67(READ)27.24(PROV) 51/2" 23'-6" - J J z le � o U) DH3046M DH3046M w N I N I >> _ o00 LLWOf N vl W Z NI CD I 0ZZ --------------- a� Co II co z W I Z z LLo 0 z Lull I I'7 lII1II IIII zo�¢o �aW2 30 W3015 1530 56 W3612 1530 W3015 W2730 w CW2430 oU m ICE MAKER I w Nw ICE MAKER zg II oCAR36B15 815 HOOKUP 3 0 3 0 2 0 2"V d N HOOKUP 815 DB15 CAR36 ¢WW 2"Vo xfi U U U)cD J zoll 11 KITCHEN � KITCHEN 0 -----_ m ¢} 965QFT 96SQFT co pill Q _j on 4 coCIO_ D ----- ----- '?II 3'-8" 3-8" m N v ^ < a --------------- 37"CT ~ --A, --1L� 37"CT N o N N r v n co N} Q 'O" N __._ _ �'_v 'mil/ _. _._ �� '0" O W ? �#C) LL LL II II Z LL LL Q_ M Of ON-SITE GARAGE N V3621 N - N V3621 N O O c O= w = N (V N U O N N 8'CEILING HEIGHT N ~ ~x U W � Z N �_ �2 F°' ZQ n w ° v Q O72 F� W 2x6 LL `°3'-1 1/2" �3'-1 1/2" a 2x6 = 3'-10 3/8" - - 3'.10 3/8"Ld �9 ---------------� ,E1�A"5� � I I I O••p2x6 2 0 2-0 2x6 ••Ouj o l l I m 3"D 3"R 3"R 3"D W I I I 2'-6" 111 4'-3 _ c -3" 111 2'-6" �1 �II I o of UP UP of WII I m =I =I U) N Q I I � U U U) _ z l l I o w I Lu o z oii i DINING ROOM m J m o DINING ROOM ®_ AREA=169.34 SF CD I u��V N U I w LT=13 AREA=66(READ).73 SF(PROV) ch o l 1 1 ¢ LT=13.55(READ)20.10(PROV) U U r J U _ 1 I I _ o VT=6.77(REQD)10 59(PROV) j I o o >I w VT=6.83(REQD)14.79(PROV) o zo III I J J 11 I �I" w W ILL o ---------------� F- F- `- al _N xl xl u7 N Z Z N Q SHIP LOOSE(3)1.5x9.25"LVL HDR�I �I SHIP LOOSE(3)1 50.25"LVL HDR `- (2)2x6 SPF#2 cliI FOYER �I (2)2x6 SPF#2 DH3046M DH3046M 18W 1/2" FOYER 18'-1 1/2" °2 Z N SHIP LOOSE SHIP LOOSE F 0 5 112" 23'6" Z ^ _I czzzzzzzza 6'0" 12'-0" 6-0" LL o DH2O46M-3 DH2O46M-3 m "n z --LINE OF FLOOR ABOVE -- N LINE OF FLOOR ABOVE ------------------ o o O oZ >ouj `-� o o J Ex D�zLu 9'4" 9'31/2" �+ 9'3112" 9'-4" w=i- = w Y h >F-U) I-- O w �wLLJ z: d'O r)O V wZ m l 30 30 = N o QN>_w Q 0- ' 2 WINDOW/DOOR SCHEDULE NOTES: 18'-7112" 4'-7 718" 4'-7 718„ 18'-71/2" AFRO A� 1. WINDOWS,DOORS AND SKYLIGHTS OF EQUAL OR BETTER PERFORMANCE AND 1 1/2" Ry +jr w 5'6" 5 6" Q MANUFACTURED BY OTHER THAN SHOWN MAY BE SUBSTITUTED. C7 ,V F O 2. WINDOWS,SKYLIGHTS AND GLASS DOORS USED SHALL BE NFRC RATED. 11'111/2" m Z 3. EACH PLAN DESIGNED FROM BUILDING SYSTEMS WILL COMPLY WITH ENERGY PLYGEM DH WINDOWS DP REQUIREMENTS OF BUILDING ENVELOPE OF EACH COUNTY OF SPECIFIC STATE CALLOUT R.O.SIZE LIGHT VENT EGRESS U-VALUE RATING # # DRAWING: (RES W WILL BE DONE FOR EACH). FRONT 4. FOR WINDND BORNE DEBRIS REGIONS,WINDOWS ARE TO BE PROTECTED WITH PLYWOOD DH2O46M 26 3/8"x57 5/8" 6.7 3.53 N/A 0.29 50 STATE OF NEW YORK ARCHITECT OR ENGINEER (p 9�-O��CEILING HEIGHT d 1ST FLOOR PLAN PANELS.PLYWOOD PANELS ARE TO BE AVAILABLE ON PREMISES, DH2O46M-3 791/8"x57 5/8" 20.1 10.59 NIA 0.29 50 CERTIFICATION STATEMENT 3"�j 2431' „� 5. WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72"ABOVE DH2432M 30 3/8"x41 5/8" 5.5 2.81 N/A 0.29 50 THE PLANS AND SPECIFICATIONS OF THIS OF t4 FINISHED GRADE OR SURFACE BELOW,THE LOWEST PART OF THE CLEAR OPENING SCALE: SHALL BE MINIMUM 24"ABOVE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS DH2446M 30 3/8"x57 5/8" 8.0 4.2 N/A 0.29 50 DOORS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND NTS LOCATED,GLAZING BETWEEN THE FLOOR AND 24"SHALL BE FIXED OR HAVE AN OPENING DH3046M 38 3/8"x57 5/8" 10.8 5.76 33.153"x25" 0.29 50 CALLOUT R.O.SIZE LIGHT VENT U-VALUE THROUGH WHICH A 4"DIAMETER SPHERE CANNOT PASS EXCEPTIONS PER R312. DH3046M-2 76 314"x57 5/8" 21.6 11.52 33.153"x25" 0.29 50 1 3/0 DOOR 38 1/2"x82 1/2" 0 19.33 0.16 SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A LETTER. LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY 3 48'4112" ENGINEERING# 24'-1 1/2" 1 1/2" 24'-1 1/2" 220081 12'-0" 1 1/2" 12'-0" 12'-0" 1 1/2" 12'-0" DRAWN BY:CHECKED BY: MODULE"H" MODULE"G" MODULE"F" MODULE"E" MJC XX 10'-111/2" 26' 1/2" 10'-111/2" 20'-1 3/8" 4" 2'-0" Z-0" 4" 20'-1 3/8" DATE: 41/8" 41/8" 6-18-20 DH3046M-2 DH3046M-2 SALESMAN: o`� 2)-J,S. SHIP LOOSE WI DOW 2)-J•S. 2)-J.S. SHIP LOOSE WINDOW 2)J.S. o�' JOHN WITKOWSKI N z o (3)1.5x9.25"LVL SHIP LOOSE HEADER (3)1.5x9.25"LVL SHIP LOOSE HEADER o iv z MODEL: a M I `fl I I `fl I M u TWO STORY N Cn I I I I co CD N >- U m cC m BEDROOM#1 w W I BEDROOM#1 AREA=264.59 SF I z - F I z AREA=264 59 SF LT=21.17(REQD)33.80(PROV) g J LT=21,17(READ)33,80(PROV) N N VT=10,58(REQD)18.00(PROV) I U N N D I U VT=10.58(REQD)18.00(PROV) N N Z = r~ Ico D I Z LJ LLL_ O CL = 2 w>0 F- w N N LL I I Lei W00 �N a 1L v Cw w o v) <n o LL —DCD I = I = I D I CD Rj ozz T co Z_Z ——————————————————————— — — N I N M I M I N I N (o Q Q N v v N Z w q 1� ppU) v to z 26 30 3-0 26 w aaa Q' Cn 0 10'-0 7/8" 10'-6 7/8" N N 10'-6 7/8" 10'-0 7/8" T�& a z 4-2x4 SPF#2 a a 4 2x4 SPF#2 z 3'3"BATH#1 N z EACH MOD. C° `° EACH MOD. z BATH#4 o = r(3)1.5x9.25"LVL IN CEILING °' I-' f(3)1.5x9.25"LVL IN CEILING M M (3)1.5x9.25"LVL IN CEILING J (3)1.5x9.25"LVL IN CEILING Aim M N i 37"CT - - - 37"CT `_� -- N LL �_ Q -.::_._. _ _ o� a Q o c� `n 0 _ W w 0 0 wI DN DN I 0 u LL 0 v' ono N X LL ;, V3621 L= -o=I I N V3621 CV O cX CV a Lo co 2 V cn a O I I 1 N M Ln O m 2x6 3"V O O 0 c` Z z Z�l I _ Z 0 0 0 3"VO 20 - U) N M V Ln co r— W o as cn Q I W �� a `? w 5 5/8" 6 7/8" w LL ? I?N 0 1 I N N ? LL V LL 6'6 718' 5 518" c w N V3621 CV N 2"V 2"V N V3621 N _ ' N J o CLc8 2 0 N V) 37"CT CD 0" C7 37"CT ¢ m o `= m N ? Ln 3 p L 22 1/2X I N I 21/2x"I 7 2 O N o LL (3)1.5x9.25"Luj VL IN CEIL G I w a I 30 a 30 I a C I w ( 5x9.25"LVL IN CEILING n ioP n N U U) ATTIC N1-c- C,U) cn U BATH#2 M _ `° ATTIC N M N Q �ccEsS 3'-a 1'2"N N 3'-8112" `"� cCE N a M 1 BATH#5 111 3�_�W W —i W4'-81/2" 3'31/2" 3'-81/2" 3'-33/8" T- 3'- T-33/8" T-81/2" 3'-31/2" 4'-81/2" (A 4 N ,E(AA�6, ——— 1.5x9.25"LVL — — (3)1.5x9.25"L L � N a o co IN CEILING N RAISE F,LLR RAISE FLR N IN CEILING= o 0- (2)2-0 N 2-6 — —�1 2-6 (2)2-0 Z LV N= A A 3-0 3-0 w w [� D U) 0 Ir BEDROOM#3 BEDROOM#2 N N BEDROOM#2 BEDROOM#3 N Q N N AREA=120.51 SF AREA=115 46 SF AREA=115.46 SF AREA=120.51 SF N LL LT=9,64(REQD)21.60(PROV) LT=9.24(REQD)10.60(PROV) O? LT=9.24(REQD)10.8D(PROV) - LT=9.64(REQD)21.60(PROV) Lei6 a_ rn co cf) VT=4.82(REQD)11.52(PROV) N VT=4.62(REQD)5.76(PROV) o o VT=4.62(REQD)5.76(PROV) N VT=4.82(REQD)11.52(PROV) o Z Oo N N Z M J cc - M N N C O? co O z ——————————————————————— — —— _� M=YLu DU—wow ,W„ (2)2x10 SPF#2 HDR (2)2x10 SPF#2 NDR (2)2x10 SPF#2 HDR (2)2x10 SPF#2 HDR ,> /�y p U ``WLn�z m C) 01,LE DH3046M DH3046M-2 I I DH3046M-2 DH3046M v , R�' 1J Q a " 1 l'-2" 4" 4" 1 V-3 71" 41/8" 41/8" 1'-3 7/8" 4" 4" 1 l'-2" !x W J 5'-6" 1 V-6" 1 l'-6" 5'-6" # * 1 w O _ _ m �Z -------- 14 1, - -- /2"— -- ---� "�,� ��2a3�"� � DRAWING: SHIP LOOSE ROOF STATE OF NEW YORK ARCHITECT OR ENGINEER OF 2ND FLOOR PLAN NOTE:REVERSE FLOOR FRAMING AT ALL CANTILEVERS FRONT &SEPARATION WALL CERTIFICATION STATEMENT THE PLANS AND SPECIFICATIONS OF THIS 8'-6"CEILING HEIGHT PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A 3a LETTER. LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY ENGINEERING# i 220081 1 1 1-2 DRAWN BY:CHECKED BY: MJC XX 48 1/2" DATE: WALL BRACING PER 2020 RCNYS 6-18-20 CX 2'-9 5/8" 2'-9 518" 2'9 5/8" 2 2 2'9 5/8" 2'9 5I8" 2'-9 5/8" X] WIND SPEED(Vult): 117 EXPOSURE CATEGORY; B SALESMAN: 1-A BRACED WALL LINE: 1-A 1-B 1-1 1-2 JOHN LUTKOWSKI BRACED WALL LINE LENGTH ft): 48.38 48.38 35.00 35.00 MODEL; BRACED WALL LINE SPACING ft): 35.00 35.00 48.38 48.38 No,OF STORIES: 2 2 2 2 TWO STORY I SUPPORT CONDITION: Roof+1 Floor Roof+1 Floor Roof+1 Floor Roof+1 Floor m 22E m EAVE TO RIDGE HEIGHT(ft.): 9 9 9 9 STORY HEIGHT ft): 11.0 11.0 11.0 11.0 LIVING ROOM LIVING ROOM BRACED WALL METHOD: CS-WSP CS-WSP CS-WSP CS-WSP X X LENGTH OF BRACING REQUIRED PER TABLE R602.10.3(1),Interpolated(ft.): 11.00 11.00 15.01 15.01 EXPOSURE FACTOR-TABLE R602.10.3(1)ITEM 1: 1.0 1.0 1.0 1.0 zo EAVE TO RIDGE FACTOR-ITEM 2: 0.97 0.97 0.97 0.97 >� STORY HEIGHT FACTOR-ITEM 3: 1.05 1.05 1.05 1.05 Uj Lu Lu BRACED WALL LINE QUANTITY FACTOR-ITEM 4: 1.0 1.0 1.0 1.0 o wo ow U-ct�W LO ADDITIONAL GYPSUM FASTENING FACTOR- z(D o 1.0 1.0 1.0 1.0 o z z ITEM 7(METHOD GB ONLY,IF APPLICABLE); cn?�:3: Lu MINIMUM LENGTH OF BRACING REQUIRED O_X o o 11.20 11.20 15.29 15.29 AFTER ADJUSTMENTS(ft.): Z w w z LENGTH OF BRACING PROVIDED(ft.): 92.42 24.06 30.73 25.67 w o ---- ----� W W w CD 0 I I I I ==Q ° 2x6 2x6 O U 0 co ------ ------ BRACED WALL SYMBOLS LEGEND: w N KITCHEN ______ ______ ° KITCHEN \-/ O�o� � 0 ®=CONTINUOUS SHEATHING BRACED WALL Ir- - o =HOLD-DOWN DEVICE(SEE SCHEDULE) �_ ------ ----- 0 N C'7 V lf'J CO I- m ------ ---_-- m W o A, IV O O HOLD-DOWN SCHEDULE W ° 0 SYMBOL HOLD-DOWN 2x6 __ __ 2x6 D 800#STRAP FROM WALL STUDS TO FLOOR BANDS CO-026 2x60••O FASTENING REQUIREMENTS: Q CS-WSP:0.131x2.5"NAILS @ 6"o.c.EDGE&12"o.c.FIELD DINING ROOM DINING ROOM NOTE:CS-WSP SHEATHING SHALL BE FULL-HEIGHT SHEETS,INSTALLED VERTICALLY,WITH LONG EDGES OCCURRING OVER WALL FRAMING. k Q U z_ H � FOYER J z FOYER co F m� z 0 z O oz >o{� LJI� L> 0 CO 0w ��O IL w 6'0 7/16" 5'-11 15116" 5'11 15/16" 6'0 7116" „ i p W z m �+ a cc o Q� (P x! m Oz 03243'� Q 1 DRAWING: ' STATE OF NEW YORK ARCHITECT OR ENGINEER OF N 1ST FLOOR SHEAR WALL CERTIFICATION STATEMENT PLAN FRONT THE PLANS AND SPECIFICATIONS OF THIS SCALE: PERMIT SET ARE DERIVED FROM AND 9'-0"CEILING HEIGHT CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER, THIS ITEM IN ANY WAY ENGINEERING# i 2 2-1 2-2 20081 DRAWN BY:CHECKED BY: MJC XX 48-11/2" DATE: X T-91/8" 9'-11 5/8" 9'-115/8" T-91/8" X 6-18-20 SALESMAN: 77, JOHN LUTKOWSKI MODEL: TWO STORY WALL BRACING PER 2020 RCNYS m WIND SPEED(Vult): 117 EXPOSURE CATEGORY: B BEDROOM#1 BEDROOM#1 BRACED WALL LINE: 2 A z B z 1 z z X / x BRACED WALL LINE LENGTH(ft.): 48.38 48.38 38.00 38.00 BRACED WALL LINE SPACING(ft.): 38.00 38.00 48.38 48.38 LO No.OF STORIES: 2 2 2 2 v � Z SUPPORT CONDITION: Roof Only Roof Only Roof Only Roof Only ' F-t- !' EAVE TO RIDGE HEIGHT(ft.): 9 9 9 9 A D D STORY HEIGHT(ft.): 10.0 10.0 10.0 10.0 0 uj uj BRACED WALL METHOD: CS-WSP CS-WSP CS-WSP CS-WSP zz z_z LENGTH OF BRACING REQUIRED PER TABLE --------- 6.20 6.20 7.76 7.76 z wad R602.10.3(1),Interpolated(ft.): p O 0 0 w z EXPOSURE FACTOR-TABLE R602.10.3(1)ITEM 1: 1.0 1.0 1.0 1.0 > w w g EAVE TO RIDGE FACTOR-ITEM 2: 0.94 0.94 0.94 0.94 � w w w zz STORY HEIGHT FACTOR-ITEM 3: 1.0 1.0 1.0 1.0 BRACED WALL LINE QUANTITY FACTOR-ITEM 4: 1.0 1.0 1.0 1.0 =_ BATH#1 7BATH CD U U cn ADDITIONAL GYPSUM FASTENING FACTOR- 1.0 1.0 1.0 1.0 ITEM 7(METHOD GB ONLY,IF APPLICABLE): ,�N o MINIMUM LENGTH OF BRACING REQUIRED o o d 0 O I I 0 t p) AFTER ADJUSTMENTS(ft.): 5.83 5.83 7.29 7.29 Q I I b' O I I O LENGTH OF BRACING PROVIDED(ft.). 35.46 25.46 28.51 28.51 z 0 T[C-j C-)-'t Ln CoIrto 2x6 O o o O I I O o o O 2x6 0 > (o C� ca 2x®o O o BRACED WALL SYMBOLS LEGEND: �/ 7 7� � ®=CONTINUOUS SHEATHING BRACED WALL W o 22112x I I 21/2x I HOLD-DOWN DEVICE{SEE SCHEDULE) 30 30 ATTIC ATTIC Li BATH#2 �ccEs�s I I �accEs�s BATH#5 Lloc� . . of HOLD-DOWN SCHEDULE ---- RAISE FLR RAISE FLR --- -L-� SYMBOL HOLD-DOWN ❑X 800#STRAP FROM WALL STUDS TO FLOOR BANDS f`? FASTENING REQUIREMENTS: BEDROOM#3 BEDROOM#2 BEDROOM#2 BEDROOM#3 CS WSP:0.131x2.5"NAILS @ 6"o.c.EDGE&12"o.c.FIELD Q c� z NOTE:CS-WSP SHEATHING SHALL BE FULL-HEIGHT SHEETS,INSTALLED 0 VERTICALLY,WITH LONG EDGES OCCURRING OVER WALL FRAMING. Z co J � mr cod mcnLu o� ------ -- 00 Lug>' Of Ljj LLI ui / >o= �o0= Lu co Q.� Wzm6 h / / /' /' / / /% % / ptDAl` NNp 0N�� 3-1013/16" 4'-1013/16" I 1 3'-111/8" 3'-111/8" 4'-1013/16" 3'-1013/16" Ltui F- _ 0 # m irZ L_--------- ---------J �. DRAWING: 431- STATE OF NEW YORK ARCHITECT OR ENGINEER 0 j� . 2ND FLOOR SHEAR WALL CERTIFICATION STATEMENT Op tq PLAN FRONT THE PLANS AND SPECIFICATIONS OF THIS 8'-6"CEILING HEIGHT PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A 4a LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. THIS ITEM IN ANY WAY ENGINEERING# 220081 DRAWN BY:CHECKED BY: MJC XX DATE: 6-18-20 SALESMAN: JOHN LUTKOWSKI MODEL: TWO STORY m IzDECO DORMER 1 ROOF CRICKET SUPPLIED BY SBS DECO DORMER I ROOF CRICKET SUPPLIED BY SBS &INSTALLED ON-SITE BY OTHERS. I &INSTALLED ON-SITE BY OTHERS. RIDGE VENT RIDGE VENT i L _ - I o co —,L—L—J y w w w 12 L tof n 12 -- — _ram �:'!_ T TT J� r —:IT -- - uj LL --- --- __I -r— cf)< _._ _ - r _ T — -- - - - - T - r � — L I T T� 7 - -- 1 [_ - - - > aaa _ -- w cn U)p -- r "'0"' - c7 c�a zzg a¢¢ xxr - - cn FINISHED CEILING oo AL M FA 0A CD -. — W N11M ET N O --- —-- PERFORA ED SOFFITLD ¢o 0 o N - z ___________ 7,'7 ———————————————————— �.� ----_---_ - I- - --_— ---_. --.- - j N M V lt)CO f� 1 ///�\\\ ///^\\\ — — - Lu ___.. — __.— _ co // \\ / \\ -- - -- - OUTSIDE ORNER I EEH I I EEH I / /// \\\ \ / /,r� -- Ll iLL± I I L G(r==== �, _j L r===== , -- — 1 -1 1 Irll 1 r- "� rr-r-i-�l I- - 12 - - - - - - W I11� - i FINISHED FLOOR 1 -----JJ i I -- f; LL_-- L J - -- y / - F------------------------ - - -- -_--- -..__ -- _ FINISHED CEILING 77---------------------------------------------- --- - - _ - - - - -- m �� r- r-----� -, r- r----- -711 - - - IL✓ iIIrE I II i i i ill l — -- Z ! IEe311F.-�-I--IUEo31 IE�3o1--F--i--IOEe�I -- - � ❑�® -- ®® � _ -._ IE_3111 I I IIIE_3! IE_3111 1 I IIIE�31 I - P:p I I IE=3H�_LJ_-iIIE=l1 IE=311�_LJ_�IIE=31cm? - - I I IE=31(r11E_J IE=3IF--r—^11E=3I I-- 1I 2m I E-3111 I I IpE=31 IE-3111 I I IIIE=31 - -pF-F-�--III= 1 I _ p _ -- E-3 I I I I E_3 E_3 I I I I E-3 L_�L_L=J�JJE_31 L_31' LJ JI�_J II _ Q II - -- FINISHED FLOOR kz TOP OF SI 0 —-— GRADE - W � .M GARAGE ON-SITE BY OTHERS ACCESS TO GRADE BY OTHERS 2E U)o m��Z FRONT ELEVATION IZ�z j� o NOTE:ALL S 1 UTTERS AND WINDOW TRIM TO BE SUPPLIED&INSTALLED ON-SITE BY THE BUILDER o E W Lug Z w Lu >Dw ~SOW LLI o yu Wom'o -—- AVG GRADE N � rn W m N O QN W Q a J � ui Li A1"f m �z G �ppRlr t�,t DRAWING. STATE OF NEW YORK ARCHITECT OR ENGINEER FRONT ELEVATION # # CERTIFICATION STATEMENT Lp THE PLANS AND SPECIFICATIONS OF THIS i' PERMIT SET ARE DERIVED FROM AND SCALE: 032.4311-{-4� CONSISTENT WITH THE PLANS AND NTS OF N SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A LETTER. LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY DECO DORMER i ROOF CRICKET SUPPLIED BY SBS ENGINEERING# DECO DORMER!ROOF CRICKET SUPPLIED BY SBS &INSTALLED ON-SITE BY OTHERS. &INSTALLED ON-SITE BY OTHERS. _`, I T _ 220081 (2)SLANT-BACK ROOF - } - L�--J J-I �� ( - r '--1 _ J Y L' - VENTS REQUIRED VENTS REQUIRED _�I __�" I� SLANT BACK ROOF DRAWN BY:CHECKED BY: \- T 1 L T L - MJC XX �� 1- _ J.Z - __.J. � I��1__�__ �J 1��rT L I _ T:IJ - 12 r I - Y i — DATE: L_ -- f 5 12 �r`L- I ._ � �_ _ 6-18-20 �� _ - T _,._. L -. L 1��1 LI�Ste`_ I i_L `1 T:" ,i- I �� L i -- SALESMAN: �, - y - --- L _ -I-,_�--iu -1� 7=� L1�t:1 -._1 � T�I�� _r T�L_ �_��` ,, L�T Y JOHN LUTKOWSKI -- L -I - I - v L MODEL: FINISHED CEILING - - - - - ---- _ - - - -- - - - - -- - -- TWO STORY ®� ® _._ ___-___ - SHIP LOOSE FOYER ROOF SUPPLIED BY SBS Fm ---------- ------ -- SHIP LOOSE FOYER ROOF SUPPLIED BY SBS --- --_.. - - - - -- _-- LLL1 - -- l � &INSTALLED ON-SITE BY OTHERS. --® ®- _ _ OLMM . &INSTALLED ON-SITE BY OTHERS. f - _ _ 12 . . _ a--------- FINISHED FLOOR FINISHEDFLOOR __-- - - _.._._ i�� \�<�e I J -----_ _.. \� -- -- .-_ - - -------- - -.. __. FINISHED CEILING >U)(f FINISHED CEILING -.. n n __ ___ -_. _.. - - - ----- - W W W -LEI 1rj - - - -- —— �>> -- -- - - - - 00 w w - - - _ _ C9 II II _� ® - -� z - -- - — 0KK c? Lai _. -11 II II II 11 II 4 ��g _ m Z _ -- - 0 Q Q U) -I I I�---------------JI IL---------------�I I f - Z I I I 11_ _ _ ww J - - --- - ( II II II II I I _ - - - _.. -- -- -- - w w CD Ih---------------�I Ih---------------il 1 f -- - - _ - - - c7 c'J a - -- FINISHED FLOOR FINISHEDFLOOR - _. -I I ��---------------�I I�---------------�j l _. _._- - __ U U -- ----- - IL GRADE - - 1 I__10 II co ------ I- -- o ----- RIGHT ELEVATION m LEFT ELEVATION ¢ r o 8 o AVG GRADE Z O_ �.-NM V lI7 cD f� W W � RIDGE VENT RIDGEVENT VEN uj 12 .._li "JIT`T L L� T L ]I _' i r i' �` 1 �I � -L _J T L z �T . I 1 L T l_ _ TJ �� - - I j 1 �- - _ YT 1 �� FINISHED CEILING AL 1.FASCiA PERFORAT DSOFFIT --- ... - - --- -- I--_ _ -- - --- ---------------------.-_------------------ ® ® _ I 0 OUTBID CORNER - - --® ® _ -- - - 1 1 z FINISHED FLOOR - --- - -._ - -- _ -- - ��c�F}- Z ti co co fl CD Z >CD}O FINISHED CEILING 1 .. /:/_�� J/ /. / -- _. .r--�f ! / __ ._r .._ i/ .G'...:_ i f l�- //7<-� „/L rJ/77/` --------------------------- O 0- w g Z K / f::--/, ___ ---------------------------------------------- J = rr -u=w p w r- ----- - ----- -� II W - r-ram-� , r r-r-n-� I I � Lu O= O _ I�=_'�11 I I IIrp-1 IEf'�11 I I Zits I I p cn U wz m 0 - IE_31F-h-i--IIE=31 IEM _ _IE=31 I 1 0 rn w c~i� IE=311 I I IIE=31 IE=311 11 IIE=31 (( N N W 1 __-. IE=31�_LJ_JIE=31 IE=31�_LJ_JIE=31 II < CL p 2 - - 1E 311_ �E=31 1E=3I1� E 31 a ® IES311 I_I—IIE=31 IEE31�-��-CIE=31 1E=31'U 1 11E=31 1E=311 1 1 'IE=31 - - _. -- - - L_1-----�=J L_JL-----1_J I I 114 W --- - - w 0 m � FINISHED FLOOR - _ I -- -- --- --- - -- ------------J� lb"+ DRAWING: ------------ 0-32431 =r�i--� r—�r�rr —� rr=--==� STATE OF NEW YORK ARCHITECT OR ENGINEER ` ELEVATIONS I '�-r I IEr�II I I ICI 1 1 IIEr�I I11 I I ICI I I IIEr�1 4[yr I OF'(1j I I IE_31 IEc31 I IE_3I r IE=_31 I ¢ CERTIFICATION STATEMENT p AycGRADE ¢+ I IIEII 1I-__♦I-�I��1h -_+II--III IIE_=3311 II 1IE=3h I_1 1I,1 1_L1.I1IEE_==331E= 1 a L-L THE PLANS AND SPECIFICATIONS OF THIS 1E53 E- IEv3 E_g ++ SCALE: q1 11ll pI PERMIT SET ARE DERIVED FROM AND 11J-L E3II I I I I E31 3 h .-L qI E I= H�-h"-Ih--+-"BE= CONSISTENT WITH THE PLANS AND NTS- III I rn m I ILMIL L E_ 31L1 i�pl ii 11E= r r I _J----g----L= =J N I I I 1 I SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: I11 ii ib II 11 II II LJ LJ I II LJ L J I NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, I1 I REAR ELEVATION 1 4 I UNLESS HE IS ACTING UNDER THE DIRECTION OF A 5a �_____-9 DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER GRADE LETTER. �----- THIS ITEM IN ANY WAY ENGINEERING# 1.ELECTRICALALLELECTRICAL ES. ELECTRICAL SYMBOLS LEGEND Electrical Load Calculation 220081 1. ALL ELECTRICAL WIRING AND DEVICES INSTALLED BY MANUFACTURER SHALL BE DETERMINED NECESSARY AND I DRAWN BY:CHECKED BY: PLACED IN ACCORDANCE WITH THE APPLICABLE VERSION OF THE $ SINGLE POLE SWITCH J❑ JUNCTION BOX 40 4"RECESSED LIGHT WHF WHOLE-HOUSE FAN ___ 3 NATIONAL ELECTRICAL CODE ACTUAL LOCATIONS OF Date- 12I2I2020 Signature Building ems S St MJC XX ELECTRICAL DEVICES IN THE MODULES MAY VARY FROM THOSE $3 THREE WAY SWITCH ® MAIN ELECTRIC PANEL (2) 6"RECESSED CLG LIGHT 0 EXHAUST FAN DATE: DEPICTED ON THESE PLANS,BUT IN ALL CASES SHALL CONFORM 5"RECESSED EYE I i TO THE APPLICABLE VERSION OF THE NATIONAL ELECTRICAL $4 FOUR WAY SWITCH ® SUB-PANEL (D BALL LIGHT RH RANGE HOOD 6-18-20 CODE. IVIRE FURNACE SAFETY SWITCH Project Name I Number. Lazz Development-Ridge St Duplex-Typ_Unit OILY $F°`° DISCONNECT AT 60" F. WP WEATHER PROOF S- WALL SCONCE cv CENTRAL VAC PORT --.----------.---" SALESMAN: 2.WALL SWITCHES TO BE 48",RECEPTACLES TO BE 14",AND A F GROUND FAULT JOHN LUTKOWSKI COUNTERTOP RECEPTACLES TO BE 48"(38"VANITY)TO THE ® THERMOSTAT GFI CIRCUIT INTERRUPTER © UNDER CABINET LIGHT GD GARBAGE DISPOSAL -- a-- - p---�-" --- BOTTOM OF THE BOX FROM THE FINISHED FLOOR HEIGHTS ARE °M= ARC FAULT CIRCUIT Air CarldFtCotlln� *` i �� 10512MODEL: DOOR CHIME BUTTON AFCI FLUORESCENT WALL LIGHTAPPROXI ? v wL.___ __�...�€_r_. ,_�. __ -_� k I ! TWO STORY 3.ANY WALL IN LENGTH OR GREATER WILL HAVE A • MOISTURE-RESISTANT INTE ; DUPLEX RECEPTACLE MR ® 2x2 FLUORESCENT LIGHT RECEPTACLE(HABITABLE SPACE ONLY) APPROVES FOR WET LOCATION * t i �7 6b 0 4.KITCHEN COUNTERTOP RECEPTACLES SHALL BE INSTALLED IN 220 V RECEPTACLE CEILING LIGHT ®2x4 FLUORESCENT LIGHT -~- �v - e--- - co °' Central Electric Space Heating SUCH A WAY SO THAT NO SPACE OF COUNTERTOP MEASURED I + ! ALONG THE WALL WILL EXCEED 2'-0",(4'-0"BETWEEN 2 RECEPS.) 1/2 SWITCHED RECEP FrL FAN LIGHT COMBO ® SMOKE/CO COMBOAND NO a-�.�- -----j---- -- WITHOUT COUNTERTOP ACLE.ALL RECEPTACLES WILL WILL BE GFCI ❑ Controlled Less Than Four Separately SWITCHED RECEPTACLE P EXTERIOR LIGHT S AC/DC SMOKE DETECTOR - Electric Space Heating Units 1 I { 0 x.65) 0 PROTECTED. A/C RECEPTACLE VANITY LIGHT CO CO DETECTORT "��-� 5. RECEPTACLES WILL BE ARRANGED SO THAT NO POINT ALONG THE WALL SHALL BE MORE THAN 6 FT FROM A RECEPTACLE. TQ TV JACK SPOT LIGHT HD HEAT DETECTOR `® "� ""- o 6 FT OF BEDROOMS,AND INTERCONNECA CO DETECTOR SHALL BE INSTALLED TED D WITH SMOKE N EACH FLOOR,WITHIN 10 ® PHONE JACK © PENDANT LIGHT P.E. PHOTO-ELECTRIC Four or More Separately Controlled � _- _ m _ Electric Space Heating'Units I f ( 0 x.40)* 0 W w w DETECTOR.(COMBINATION SMOKE AND CO DETECTOR MAY NOT ct Z)n BE USED IN THE STATE OF MA} I � O W W 7.SMOKE DETECTOR SHALL NOT BE LOCATED WITHIN 20 FEET OF o Cr 0 THAN 3 FEET HORIZONTALLY FROM KITCHEN OR BATHROOM 200 AMP SERVICE PANEL TYP.EACH UNIT air-conditioning or the o z z KITCHEN OR 3 FEET OF BATHROOM AND IF LOCATED CLOSER LIGHT SCHEDULE Use the larger of the _ cna�� diversified demand of the heating load. I -- --______-- o DOOR WHEN HALLWAY OR OTHER ROOM RESTRICTS DETECTOR HALL 75940-15 BREAKER BREAKER - �_ .� - _ 0 ca z CIRCUIT WIRE WIRE CIRCUIT u5 of�g MOUNTING OPTIONS THAN THAT SMOKE DETECTOR SHALL BE H DESCRIPTION SIZE SIZE DESCRIPTION IDENTIF. ' Lu a a a PHOTOELECTRIC TYPE. IDENTIF. AMP VOLT SIZE SIZE AMP VOL � � $ w 0- ww� 1 SMALL APPLIANCE(AFCI) 20A 110 12.2 12-2 20A 110 SMALLAPPLIANCE(AFCI) 2 Other Loads. I - --' --_ _._ 8. A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A -�L BEDROOM 7g54315 r (D 0 a YB BATHROOM .. . e-. ,e_ __ _ .s- �.�._..,.- z z 2 LIGHTING CIRCUIT AND PROVIDED ON EACH FLOOR LEVEL 3 DINING Roots(AFcg 20A 110 12-2 2-2 20A 110 REFRIG.(GFI iAFcq a INCLUDING BASEMENT OR CELLAR AND(IN MA FOR EACH 1200 5 WASHER(GFI rAFcq 2oA 110 12-2 2.2 2oA 110 DISHWASHER s -_ - Watts or - Circuit Wire SQ.FT OR PART OF)SHALL BE INSTALLED IN EACH BEDROOM, KITCHEN 79543-15 7 BATH GFI 20A 110 12-2 1 SPARE 8 General Lighting' SgFt Volt-Amps Ampacity Size OUTSIDE EACH SEPARATE BEDROOM IN THE IMMEDIATE VICINITY K / - 6i OF BEDROOM,NEAR THE BASE OF ALL STAIRS WHERE SUCH 9 RANGE 40A 220 8-3 0-3 30A 220 DRYER 10 St Start' 4 $4% X 3) 2541 15 A 1 -2 Q C, C N STAIRS LEAD TO ANOTHER OCCUPIED FLOOR.THEY SHALL BE L KITCHEN 5326-15 11 12 WIRED IN SUCH A WAY THAT ACTIVATION OF ONE WILL ACTIVATE Y Ks SINK 13 GENERAL LIGHTING(AFI) 15A 110 14-2 14.2 15A 110 GENERAL LIGHTING(AFI) 14 a wR nd'Start' x 3) 2� 7 A ��-2 s� ALL,AND WITH NO INTERVENING SWITCHES.IF ADDITIONAL 15 GENERAL LIGHTING(AFI) 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING(AFI) 16 Small Appliance liance C I,:r-cuits 3 x 1500 ) 4500 20 A 12-2 _ ..__.m_ o SMOKE DETECTORS ARE INSTALLED BY BUILDER THEY MUST BE DINING �.-N M V U7 CD _L ROOM Range 8500 40 A 8-3 LU 31036-962 17 GENERAL LIGHTING(AFI) 15A 110 14-2 14.2 15A 110 GENERAL LIGHTING(AFI) 18 M`" > INTERCONNECTED WITH ONES INSTALLED BY MODULAR D MANUFACTURER. 19 GENERAL LIGHTING(AFI) 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING(AFI) 20 9. NONMETALLIC-SHEATHED CABLE SHALL BE TYPE NM-B, NOOK 31035-962 21 SPARE SPARE Dishwasher 1500 20 A 2-2 10.CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABELED ` N 23 SPARE SPARE 24 Garbage Disposal 0 20 A 12-2 W OR LISTED BY A NATIONALLY RECOGNIZED TESTING LAB.THE FOYER 25 SPARE SPARE 26 _., EQUIPMENT SHALL BE SUITABLE FOR LOCATION AND USE AND IN F FLUSH& 51035-962 27 SPARE SPARE 28 Washer 1500 20 A 12-2 COMPLIANCE WITH ITS LABEL AND LISTING. HANGING 29 SPARE SPARE 30 D' er 5000 30 A 1 Q-3 11.ALL RECEPTACLES TO BE GROUNDED TYPE. FOYER r 12.STEEL PROTECTORS TO BE USED AT INTERIOR PARTITIONSEXTERIOR WALLS AS REQUIRED, ,AND Yr2 HANGING 51075-962 31 SPARE SPARE 32 Refrigerator 1500 20 A 12-2 _ Yr W.I.C. __ _._-v_...,_e.._e._. M>_ 13.ALL HOLES THROUGH PLATES IN WALL MUST BE FIREBLOCKED. CLOSET 35 SPARE SPARE 36 Water Heater 5500 30 A 10-2 2-STORY 33 SPARE SPARE 34 14.AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS C UNDER 5326-15 37 SPARE SPARE 38 Other 0 _._ NIA NIA OF 10-0"OR MORE IN LENGTH. STAIRS 39 SPARE SPARE 40 .s- _ 15.CIRCUITS 7","8"&"33"ARE DEDICATED FOR CRAWL SPACE OR �'� BASEMENT WIRING OR EQUIPMENT INSTALLATION,AND ARE L r GARAGE 79543-15 ---- -- .- INSTALLED BY BUILDER ON SITE(GFCI PROTECTED). Subtotal. 33208 € p 16,ALL GFI RECEPTACLES SHALL BE LOCATED IN A READILY FRONT EXT, 8510-26 ADDITIONAL NOTES: 7 ACCESSIBLE LOCATION P 1. DWELLING SHALL HAVE A WHOLE-HOUSE MECHANICAL VENTILATION 17,RANGE HOODS TO BE VENTED TO THE EXTERIOR,IF KITCHEN IS � REAR EXT. 8509-26 - o �=._.-`R PROVIDED HOODS T%OF VENTED FLOOR TO THE EX NATURAL VENTILATION, SYSTEM INSTALLED ON-SITE BY OTHERS.THE WHOLE-HOUSE FAN SHALL I First 10 KW of other loads a@ 100 t4 - 110000 NON-VENTED RANGE HOODS MAY BE USED. (K SPOT LT WPLKIT2 BE WIRED FOR CONTINUOUS OPERATION AND IS REQUIRED BY CODE. ¢W 18.ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL v THE AIRFLOW RATE FOR THESE DWELLINGS ARE BASED ON TABLE M Tema;=1" o" ° Q MUST HAVE CIRCUITS WIRED INTO PANEL ON SITE. 5° (GCS �" ender Of Other loads ��o� 23298 X.40) - 9319 19.LOCATION OF ELECTRICAL PANEL IN CRAWL SPACE MODELS IS TO OR RECESSED 11 QC 1505.4.3(1)OF THE 2018 IRC AND IS/�$FOLLOWS: �, RY, �rX -" �g -- ___.-- z COMPLY WITH ARTICLE 312 OF THE NATIONAL ELECTRICAL CODE, CAN 11151AT 14 DWELLING AREA= 1,766 SQ FT 3 BEDROOM. 4 EL o� .s_. I 1 I 20.ALL OUTLETS SHALL BE ARC FAULT PROTECTED,INCLUDING 4" � 1 JUV M V - � * Z SMOKE DETECTOR. 4" RECESSED 1105 AIRFLOW REQUIRED= 60 CFM. ( Heat or A/C from Above_ 10512 CAN 2. BUILDER TO SUPPLY AND INSTALL(1)THERMOSTAT CAPABLE OF 21.ALL RECEPTACLES REQUIRED BY SECTION 210.52 SHALL BE I w} W o 0 TAMPER PROOF. 5' SUPPLYING OF AUTOMATICALLY ADJUSTING THE SPACE TEMPERATURE - I _ �,Z >;0 E RECESSED 11128-QC N �r � _..A� -+ Total Calculated Load. - 29831 O Luq z 22.CEILING LUMINAIRE BOXES SHALL BE RATED FOR 50 LB. O 11136AT-15 SET POINT OF THE LARGEST ZONE. . a 1 �" a �� _ u�"-- W=W p=Y W EYEBALL "►r243t` Q _y 23.BALCONIES,DECKS OR PORCHES WITH USABLE AREA OF SHALL 3. 90/o OF THE LIGHTING FIXTURES SHALL HAVE HIGH EFFICACY LAMPS. --- -- ."- I s I >o= ~o BE PROVIDED WITH A RECEPTACLE LOCATED NO MORE THAN 6'6" RECESSED �Cr _.__.___..,- n 11128-QC OF,N 1 ABOVE AREA SURFACE. vMP MOISTURE 11155AT-15 Required Service Size. 29831 - 240 = 124.3 Amps �' WZ C° PROOF _ �v).. N U`�r w 24,ALL FOYERS NOT PART OF A HALLWAY 10'-0"OR GREATER IN N N LENGTH,AND HAVING AN AREA GREATER THAN 60 SgFt SHALL FAN MINIMUM PROVIDED LOCAL EXHAUST RATES ! N HAVE RECEPTACLES LOCATED IN EACH WALL SPACE 3 Ft.OR F/L LIGHT 3677H AREA RATE Additional Sub-panel = p qmp� Installed Size = 200 Amps J l S d P = MORE IN WIDTH AND UNBROKEN BY DOORWAYS,FLOOR TO LIGHT BAR 2 KITCHEN 1 OOcfm INTERMITTENT or 25 cfm CONTINUOUS. Max panel amps 80% = 160 Amps W J CEILING WINDOWS AND SIMILAR OPENINGS p p � p VSB24 30 44035-962N ERn.. .,._�,_ ��, .-:•n_. ? W O 25.WHERE SWITCHES CONTROL LIGHTING LOADS SUPPLIED BY A =7 VSB48"AL BATHROOM/ Tota I Service P rUvi de d - 200 Am s °' Z GROUNDED GENERAL PURPOSE BRANCH CIRCUIT,THE VSB60 DEL 50cfm INTERMITTENT or 20 cfm CONTINUOUS. p GROUNDED CIRCUIT CONDUCTOR SHALL BE PROVIDED AT THE LIGHT BAR 3 TOILET ROOM DRAWING: SWITCH LOCATION. �� VS636,42,48,60 44036-962 26.GARAGES SHALL BE PROVIDED WITH GFI PROTECTED STATE OF NEW YORK ARCHITECT OR ENGINEER ELECTRICAL NOTES RECEPTACLES,INCLUDING ONES PROVIDED FOR DOOR OPENER. CERTIFICATION STATEMENT THE PLANS AND SPECIFICATIONS OF THIS SCALE: PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A LETTER. LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANYWAY 6 ENGINEERING# NOTE: 1. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL I 220081 BOXES ON OPPOSITE SIDES OF FIRE-RESISTANCE-RATED DROP TO i DROP TO WALLS SHALL BE SEPARATED BY ONE OF THE BASEMENT TO ON-SITE SWITCH_ BASEMENT DRAWN BY:CHECKED BY: PANEL BOX IN BASEMENT PANEL BOX MJC XX FOLLOWING: DATE: a. BY THE HORIZONTAL DISTANCE SPECIFIED IN THE 13 13 618 20 LISTING OF THE ELECTRICAL BOXES 13 13 SALESMAN: b, BY SOLID FIREBLOCKING IN ACCORDANCE WITH SECTION JOHN LUTKOWSKI 302.11 7 6 3 6 3 6 7 6 MODEL: 13 a BY PROTECTING BOTH BOXES WITH LISTED PUTTY PADS 4° --------------- ("SSTD LHTD Q --------------- 4" TWO STORY d. BY OTHER LISTED MATERIALS AND METHODS 3'6" 13 LIVING ROOM 113 Y71 HT 71 Ti LIVING ROOM 3'6" 0� m2E2m 2. THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE I I I 13¢ Q I I I AND THE LISTED ELECTRICAL BOXES SHALL NOT EXCEED I I I I I I 1/8"UNLESS LISTED OTHERWISE. 13 I I I I II 13 13 T o 13 `= I 13 I >U)U) Www—————————— moo Ir----- -- w w 13 , � f----- I �c��(�D I I 0 ozz I I _ U) 1 D 1 9111 1 �f—4 13 I 13 I r �� o�Qo¢ GFI 2 RH 14 I I I I I I RH GFI W a a a NOTE:CIRCUIT ASSIGNMENTS L_ 0 2x6 2x6 0 _J LU U a ARE THE SAME FOR EACH UNIT. r--- — --- ---cn ---� a<< N KITCHEN i .. co i f___ _ _ i ce •• I N 0 u cn ____ ° 15-0T--- ---��— ° 1 ____ KITCHEN I - I m m co I DW6 14 � 4-----�---�1 �k —��--- ---��— � rr------d.-- w�N o 1 11 I = Ir I = I 11 4 DW o�oN I EI 14 I I —�---- ----L_ I _ I 5'-6" I PH I I Q F/L F/L Q I I PH 5'6" GFI ' _ I 115 pp 15 ------ ------ pp I I z I I I I _ /L_ _ A,�' I_ 4'l I I I I N M �w J GF12 m I N �N 1'h1" I I ❑ GFILu NOTE:ELECTRICAL DEVICES,WIRING,FIXTURES ETC. 14 I I I 0 GFI I ;J GFI I I I SHALL BE SUPPLIED AND INSTALLED BY THE BUILDER. GFI I _ 7 �—r I I I 6 _ GFI THIS INSTALLATION SHALL BE INSPECTED AND 2 `? 1 15 i I 0 0 o I I I 1 APPROVED BY THE LOCAL JURISDICTION. I LI I I I I iii 2x6 WI E —— —— WI E T� I ON Y i ONLYI L T I -J ch c� L- I i Lu p..p2xs 16 Z ZxsO••O i � I 3 N 1 3 1 rS� III ❑1 I❑ III FS1 I o L 11I 16BS N N QI M III o Q I 14(4�N —————————————— 4" — -- (a1 �{---,-----------— I Y I I 147 F r �1 �' I = I D I II II I L---- i = I r---- I I--------------J I I L_-------- I J Ico I I DINING ROOM L----_i I 1 ______�----- DININIG ROOM I < 3 I I I I � I I ti 14 L I I I I L ti I v 1 I 7'-11" N N T-11" i Q � 2'-0" 11'-101, I r____--- L_------- 2'-0" z o - 4 n - " 1 N I � ,�-- z ------------------- 4 4 ————————————————— 4" 14 14 I FOYER I M � co �? I I q �� m��z N 3 15 15 FOYER " o o Z >o} �w o�zw WP WP j�W F_�-0U) 15 GFI 15 15 GFI 1 Lu o= �o°_ 15 � _�0 W�mu N C��>-w 4 4 I � ply N N a QN L—————————————————————————————————— I I ——————--69 � C) r 69- L- I I W Q� I �Ir �r m = HEAT NOTE:HVAC SYSTEM DESIGNED SUPPLIED AND L /P I Wi J '4 ©3 .� DRAWING: INSTALLED ON-SITE BY OTHERS. 15 � 2;a� ,;�C� STATE OF NEW YORK ARCHITECT OR ENGINEER 0.- 1ST FLOOR ELECTRICAL CERTIFICATION STATEMENT PLAN THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: FRONT CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: 9'-0"CEILING HEIGHT NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, - DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A 6a LETTER. LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY ENGINEERING# NOTE: 220081 1. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL I DRAWN BY:CHECKED BY: BOXES ON OPPOSITE SIDES OF FIRE-RESISTANCE-RATED "- ' _ MJc xx WALLS SHALL BE SEPARATED BY ONE OF THE Q 17 19 DATE: FOLLOWING: 17 6-18-20 I I I I I SALESMAN: a. BY THE HORIZONTAL DISTANCE SPECIFIED IN THE 1 I JOHN LUTKOWSKI LISTING OF THE ELECTRICAL BOXES I I b. BY SOLID FIREBLOCKING IN ACCORDANCE WITH SECTION BEDROOM#1 I STD STD BEDROOM#1 MODEL:TWOSTORY 302.11 I HT HT I c. BY PROTECTING BOTH BOXES WITH LISTED PUTTY PADS 1 19 TV Tv I mul I I d. BY OTHER LISTED MATERIALS AND METHODS 19co 2. THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE 17 I I AND THE LISTED ELECTRICAL BOXES SHALL NOT EXCEED I I 118"UNLESS LISTED OTHERWISE. 16 I I _________________________________ WIRE ONLY S I S WIRE ONLY I www 0 0 17 19 T I T °W LU 0-1 - IL----- -I z'�cD pzz c0Q � zwaa o�00 U) 17' IT c or� W BBATH#1 16 BATH#4 1,-6 a r �17 IL 4 ----- -IIIII I-III ----III- ——————IIIIIjI II --1 _ 0 �, FQ0 w�N0L w 16 ------------- F 19 ------- zz� NOTE:CIRCUIT ASSIGNMENTS 17 0 0 coo GFI N CD � �16ARE THE SAME FOR EACH UNIT. Q ; u 0 0 0 o o 0 0 0 2x6 GFI GFI o 0 8 2®0 �rm v to� w Orrd J r1II II I - I Il 1I ` ---- 4r L 1s 1a �122 1/2x �I I � T _ 30 30 ATTICATTIC 4r BATH# PE 16 BATH#5 0- co �E� W I I 116 I I / )12 - -- I� --- --� ____ 18 I RAISE FLR ' RAISE FLR I 1 1IQ20 10 I-- Z ;8 r- i1 -4TV JACK ONLY I I TV JACK ONLY T 0v @ 60"AFF I I I I @ 60"AFF T'BEDROOM#3 I BED ZOOM#2 20 BEDROOM#2 S i BEDROOM#3 I 20 I I Q I 1 18 v TV JACK ONLY TV JACK ONLY T 1 z v @ 60 AFF 1 I @ 60 AFF 1tv p EL z F- Lu n- m ————————————————————————————————— Wr-10� woU WgZ 18 I i I W m:F- 18 20 >>w ~XSW 20 wp p U L�1 zz m L) ®..4 ^I O QN N w uj I I ui I '-----------� # #I cozZ TaC a DRAWING: STATE OF NEW YORK ARCHITECT OR ENGINEER "9j �32a31- i 2ND FLOOR ELECTRICAL CERTIFICATION STATEMENT OF PLAN FRONT THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: _ 8'-6"CEILING HEIGHT CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING;IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, --�-- u DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A 6 b LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. THIS ITEM IN ANY WAY # ALLOWABLE FALL IN TRAP ARM:THE TOTAL FALL IN TRAP ARM DUE TO PIPE SLOPE SHALL NOT EXCEED TO GAS SUPPLY IF ISLAND VENT VENT THRU ROOF PLUMBING NOTES ENGINEERING ONE PIPE DIAMETER,NOR SHALL THE VENT PIPE CONNECTION TO A FIXTURE DRAIN,EXCEPT FOR 1. ALL PLUMBING CONSTRUCTION AND MATERIAL BELOW THE MODULAR FLOOR AND BETWEEN FLOORS IS THE RESPONSIBILITY OF THE WATER CLOSETS AND SIMILAR FIXTURES,BE BELOW THE WEIR OF THE TRAP,VERTICAL LEG FOR WASTE BRANCH CONNECTS (MA ONLY) OR CONNECT TO BUILDERICONTRACTOR AND IS TO BE DONE IN ACCORDANCE WISTATE AND LOCAL CODES 220081 FIXTURE DRAINS: /-TO APPLIANCE OR OTHER VENTS 2. CONCEALED PIPING IN UNHEATED AREAS,INCLUDING OUTSIDE WALLS,SHALL BE PROTECTED AGAINST FREEZING IN PLANT,PIPING SHALL A VERTICAL LEG("B"IN DIAGRAM)MAY BE INSTALLED IN THE TRAP ARM OF A WASTE-VERTICAL LEG FOR TO APPLIANCE IF SAN-TEE BE KEPT OUT OF UNHEATED AREAS WHERE POSSIBLE. DRAWN BY:CHECKED BY; rTHRU B WASTE FIXTURE DRAINS:A VERTICAL LEG("B"IN DIAGRAM)MAY BE INSTALLED IN THE TRAP ARM OF A BRANCH CONNECTS 3, ALL WASTE AND VENT LINES IN MODULES ARE ABS OR PVC PIPE.ALL SUPPLY LINES IN MODULES ARE COPPER,PEX,OR CPVC, WASTE-FIXTURE DRAIN IN LIEU OF THE USUAL TRAP ARM TO VENT CONNECTION.TYPICAL TO GAS SUPPLY 4. PITCH ON HORIZONTAL WASTE LINES IS 118"PER FOOT FOR 3"DIAMETER PIPE AND LARGER,1/4"PER FOOT FOR LESS THAN 3"DIAMETER MJC XX INSTALLATIONS INCLUDE ISLAND SINKS AND FIXTURES NOT ADJACENT TO A WALL.VERTICAL LEG TRAP PIPE, ARM INSTALLATIONS SHALL MEET THE FOLLOWING CRITERIA: KITCHEN SINK -NEAREST 5. WASTE LINES:INSTALL WYE WITH CLEAN-OUT PRIOR TO EXITING WALL FOR CONNECTION TO DISPOSAL SYSTEM,4"MINIMUM WASTE LINE DATE: 3" 1. MINIMUM TRAP DIAMETER SHALL MEET CODES TO SEPTIC(BY BUILDER IN FIELD). VERTICAL PARTITION 6. WASHER SHALL HAVE MINIMUM 2"TRAP 6-18-20 3"DROP T01 ST FLR c Z THE DIAMETER OF SECTION"A"SHALL BE EQUAL TO THE DIAMETER OF THE TRAP, FIXTURE 7. REMOVABLE TRAPS UNDER ALL SINKS TO PROVIDE CLEAN-OUT ACCESS, TEE S. GARBAGE DISPOSAL MUST HAVE SEPARATE TRAP,DISHWASHER CANNOT DISCHARGE INTO GARBAGE DISPOSAL. SALESMAN: VENT 9. KITCHEN SINK SHALL HAVE 2"DRAIN WHEN A GARBAGE DISPOSAL OR DISHWASHER ARE CONNECTED. TABLE P-2206.7.1 3. THE LENGTH OF SECTION"A"SHALL BE NOT LESS THAN 8"AND IN ACCORDANCE WITH TABLE P•2206.7.1. CONTINUOUS 10. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE 45*WYES,LONG SWEEP 90- JOHN LUTKOWSKI MAXIMUM LENGTH OF TRAP ARM"A.. ELBOWS,LONG SWEEP WYE'S,6TH,STH,OR 16TH BENDS,APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. 4, THE DIAMETER OF SECTION"B"SHALL BE ONE PIPE SIZE LARGER THAN THE DIAMETER OF SECTION:A". NIPPLE OF WASTE SHORT SWEEPS ARE PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION ON 3"PIPE AND LARGER. MODEL: DIA, LENGTH ANY LENGTH 11, ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6"ABOVE THE FLOOD LEVEL OF THE HIGHEST FIXTURE IN THAT THE LENGTH OF SECTION"B"SHALL BE NOT MORE THAN 36INCHES CLEANOUT BRANCH. (INCHES) (FEET) 5. 12 PVC-DWV PIPE SUPPORTS:AT BRANCHES,CHANGES IN DIRECTION,AND AT THE BASE,EACH FLOOR AND MID STORY(VERTICAL)MAXIMUM TWO STORY 1-1/4 3.5' CAP EVERY 4'-0"AT THE END OF BRANCHES,AND CHANGE OF DIRECTIONS OR ELEVATION. 6. THE DIAMETER OF SECTION"C"SHALL BE ONE PIPE SIZE LARGER THAN THE DIAMETER OF SECTION"B". a GRADE U U U 1.1/2 5' 13,PIPE PENETRATING FIRE RATED ASSEMBLIES INCLUDING FLOOR/CEILING SHALL BE FIRE STOPPED WHERE REQUIRED BY ALL CODES WITH }��U P-TRAP PER FOOT MATERIAL EQUIVALENT TO CONSTRUCTION THROUGH WHICH IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL,OR USE METAL PIPE m 2i 2E 0° 2 8 7 THERE IS NO RESTRICTION ON THE LENGTH OF SECTION"C". FROM A MINIMUM OF ABOVE THE FIRE RATED ASSEMBLY AND DOWN 3 10' SEDIMENT TRAP INSTALLATION 14.FIRE STOPPING SHALL BE PROVIDED AND VERIFIED BEFORE IT IS COVERED OR CONCEALED IN THE CONSTRUCTION PROCESS. 4 14' 8. BENDS SHALL BE THE DIAMETER OF THE LARGEST CONNECTED SECTION. METHOD 15. ANY STRUCTURAL MEMBER SUBJECT TO HOLE DRILLING,CUTTING,OR NOTCHING SHALL COMPLY WITH SECTION 602.6 AND 802.7(2015 IRC 502.8.1 AND 802.7.1.1).IF THE LIMITS ARE EXCEED THE MEMBER SHALL BE LEFT IN A SAFE STRUCTURAL CONDITION BY BEING VERTICAL REINFORCED,REPAIRED,OR REPLACED IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE CODE. 2'FOOT VENT 16 TESTED FOR LED(ON-SITE)PIPING SHALL BE APPROVED BY THE LOCAL BUILDING CODE ENFORCEMENT OFFICER,PIPING SHALL BE FIELD FIXTURE 1 DRAIN 1T BATH TUBS,INCLUDING GARDEN TUBS,HYDRO-MASSAGE,AND HOT TUBS SHALL HAVE A 1.1l2"MIN OVERFLOW. 18.JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT FLOORS,WALLS,&COUNTERTOPS. Z 19. EACH FIXTURE SHALL BE INDIVIDUALLY DIRECT OR WET VENTED, 0 20,EACH DWELLING UNIT SHALL HAVE ONE MAIN T STACK FROM BUILDING DRAIN. Lo h I,- 21.ALL VENTS THROUGH ROOF TO BE 3"MIN DIAMETER AND SHALL TERMINATE ABOVE THE ROOF."VENT THRU ROOF DETAIL"FOR REQUIRED w w w CLEAN EXTENSION ABOVE THE ROOF LINE. tr�D 1/4 BEND 22,BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2"VENT TO BASEMENT STUBBED BELOW THE FIRST FLOOR,THEN CAPPED 0 0 0 LONG TURN 1/8 BEND (LONG SWEEP OR OUT 2"HORIZ.DRAIN AND LABELED.BASEMENT VENT MAY BE DELETED WHEN CLOTHES WASHER IS ON THE FIRST OR SECOND FLOOR. w w w 23,ALL TRAP ARMS MUST BE SUPPORTED WITH 3/4'MINIMUM BEARING.(MA ONLY) Z 0 0 TEE WYE SHORT SWEEP 24.ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS IN ACCORDANCE WITH APPLICABLE PLUMBING CODES. 00 Z Z SEE NOTES) AN AIR ADMITTANCE VALVE MAY BE USED IF THE A TRAP 25.TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET.MAXIMUM VERTICAL DROP FROM FIXTURE OUTLET TO TRAP WEIR IS 0 W ¢ TO 3"VENT TEE TEE TEE TEE 1/4 BEND FIXTURE DOES NOT DRAIN INTO A VENTED LINE INLET SIZE 24 O p p cn 26.INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS OR SLIP JOINTS.ACCESSIBLE TRAPS SHALL BE REMOVABLE WITH UNION IN Z THRU ROOF Z3 w TRAP SEAL OR HAVE CLEAN OUT OPENING SIZED THE SAME AS THE TRAP, w w g (NOT PERMITTED IN MA) 27,MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE PLUMBING CODES. Lu a a d TEE 28.PIPING SHALL BE PROTECTED WITH SHIELD PLATES WHEN PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1-3/4"FROM EDGE OF w w o (MAY BE INSTALLED ON-SITE MEMBER. CD(D a OR IN FACTORY) "B"TRAP ARM 29.FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN 10 PIPE DIAMETERS DOWNSTREAM OF STACK Q Q Q BASE AND NOT CONNECT INTO SECOND FLOOR DRAIN STACK. __(- STANDPIPE HEIGHT WASHER KITCHEN SINK 30.POTABLE WATER SYSTEM SHALL BE DISINFECTED ON SITE BY BUILDER IN ACCORDANCE WITH APPLICABLE STATE PLUMBING CODES. U U N SAN TEE „„ 31.ISLAND FIXTURE VENTING SHALL NOT BE PERMITTED FOR FIXTURES OTHER THAN SINKS AND LAVATORIES..SEE ISLAND DETAILS).AND TRAP SIZE BOX OFFSET SAN-TEES SAN-TEE C VERTICAL LEG ( o ( 32,ANTI-SIPHONING DEVICE,VACUUM BREAKERS,AND AIR GAPS:FOR WATER DISTRIBUTION SYSTEMS"PROTECTION OF POTABLE WATER FW-N m N LAVATORY WITH BACK-TO- SUPPLY" X CONTINUOUS 32.1.WATER HEATER LOCATED AT OR ON LIVING SPACE LEVEL MUST HAVE AN ANTI-SIPHONING DEVICE INSTALLED. o N (FIXTURE INSTAL z Q BACK FIXTURES) 32.2.CLOTHES WASHER MUST HAVE AN ANTI-SIPHONING DEVICE INSTALLED IF NOT BUILT INTO THE APPLIANCE SAN TEE co N- WASTE ( ) CATION ON VENT - 33, WATER HAMMER ARRESTORS SHALL BE INSTALLED WHERE QUICK CLOSING VALVES ARE UTILIZED.(f,E.WASHING MACHINES AND LAVATORY P-TRAP DISHWASHERS). Z STACK) " LAVATORY TAIL PIECE FOR CONNECTION VENTED LINE 34. AIRADMITTANCEVALVESMAYBEUSEDWHEREYOUARENOTABLETOCONNECTTOAVENTEDLINEORVENT DIRECTLY THROUGH THE (BACK-TO-BACK OVER FLOW AND WASTE ROOF AIR ADMITTANCE VALVES SHALL BE SIZED ACCORDINGLY INSTALLED ON SITE AFTER TESTING AND SHALL BE STATIC TYPE LOCATED T N v`�'�°r WET VENT THRU INSTALLATI:ON TO VENT D > A MINIMUM OF 6"ABOVE FLOOD LEVEL RIM OF THE HIGHEST FIXTURE LEVEL.(NOT PERMITTED IN MA) ONE D.F.U.ONLY TUB/SHOWER 35.PIPE INSTALLED DOWNSTREAM OF THE POINT OF DELIVERY SHALL NOT EXTEND THROUGH ANY TOWNHOUSE UNIT OTHER THAN THE UNIT P TRAP P TRAP THE VENT PIPE FROM A FIXTURE DRAIN,EXCEPT WATER CLOSETS AND SIMILAR SIPHONIC FIXTURES, SERVED BY F(2)UCH PIPING. WATER OR WHIRLPOOL 36.A MINIMUM OF(2)HOSE BIBS ARE REQUIRED,(1)AT THE FRONT OF THE HOUSE AND(1)AT THE REAR OF THE HOUSE AND SHALL CONTAIN P-TRAP CLOSET OPTION SHALL NOT CONNECT BELOW THE TOP WEIR OF THE TRAP.THE VENT PIPE MAY BE CONNECTED AT A BACK FLOW PROTECTION. LOWER ELEVATION IF THE FOLLOWING ARE MET: 37,TUBISHOWER CONTROLS SHALL HAVE A HIGH LIMIT STOP SET TO LIMIT WATER TEMPERATURE TO A MAXIMUM IF 120"F. 1.THE VERTICAL SECTION OF THE DRAIN PIPE SHALL 38.ALL FIXTUREIAPPLIANCE SHUT OFF VALVES IN THE SAME FLOOR AS THE FIXTURE/APPLIANCE AND SHALL BE WITHIN 30"OF FINISH FIXTURE/APPLIANCE SERVED. BE AT LEAST ONE PIPE SIZE LARGER THAN THE TRAP 39.AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE LESS THAN 4'-0"DIRECTLY BELOW ANY DOOR,OPEN-ABLE WINDOW FLOOR SAN TEE zil INLET SIZE. OR OTHER AIR INTAKE OPENING OF THE BUILDING OR ADJACENT BUILDING NOR SHALL VENT TERMINALS BE LESS THAN 10'HORIZONTALLY Lu 1/4 BEND 1/4 BEND SAN-TEE UNLESS THE TOP OF THE VENT TERMINAL IS 34'ABOVE THE TOP OF THE APPLICABLE OPENING. LONG TURN nCL�OSETFLANGE 1/4 BEND 2.THE HORIZONTAL PIPE CONNECTED TO THE TRAP OUTLET SHALL 40,OPENINGS IN OR ON STRUCTURES WHERE OPENINGS FOR THE PASSAGE OF PIPES IN WALLS,FLOORS OR CEILINGS SHALL BE PROTECTED TEE WYE LONG SWEEP P-TRAP LONG SWEEP P TRAP LONG SWEEP BE AT LEAST TWO PIPE DIAMETERS LONG, FROM RODENTS WITH AN APPROVED PIPE COLLAR FASTENED TO THE ADJOINING STRUCTURE.SEE ALTERNATE MATERIALS SECTION OF 3,THE DEVELOPED LENGTH OF THE TRAP ARM SHALL NOT THE QA MANUAL FOR MATERIALS USED FOR COMPLIANCE OTHER THAN APPROVED PIPE COLLARS. Fm 41.PLUMBING FIXTURES,DRAINS AND APPLIANCES USED TO RECEIVE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY KITCHEN SINK/DISHWASHER/DISPOSAL WATER CLOSETS&MAIN VENT EXCEED THE VALUES STATED IN THE APPLICABLE PLUMBING CODES. CONNECTED TO THE DISPOSAL SYSTEM ON SITE PER CODE Q,„ 'A'-TRAP SIZE PER ALL APPLICABLE PLUMBING CODES 42.ALL PLUMBING PRODUCTS AND MATERIALS SHALL BE LISTED BY A CERTIFICATION AGENCY AS COMPLYING WITH THE REFERENCED "B"-TRAP ARM LENGTHS: STANDARDS AND IDENTIFIED IN ACCORDANCE WITH SECTION P2906.1 1 1/4"TRAP-5'-0" 43,PLUMBING FIXTURES,OTHER THAN WATER CLOSETS,SHALL BE PROVIDED WITH APPROVED STRAINERS,EXCEPT HUB DRAINS AND Z LONG TURN STANDPIPES. DOUBLE 1/4 BEN 1 1/2"TRAP-6-0" 44,WASTE RECEPTORS SHALL BE OF AN APPROVED TYPE,NOT INSTALLED IN BATHROOMS,ATTICS,CRAWL SPACES,INTERSTITIAL SPACES TEE WYE 2"TRAP-8'-0" ABOVE CEILINGS AND BELOW FLOORS OR IN ANY INACCESSIBLE OR UNVENTED SPACE SUCH AS A CLOSET.WASHER STANDPIPES ARE 3"TRAP-12'-0" ALLOWED IN BATHROOMS, 4"TRAP-16'-0" 45.WATER CLOSET JOINTS SHALL BE MADE BY A CLOSET FLANGE OR A WASTE CONNECTOR WITH A SEALING GASKET. "C"-SIZE IS ONE SIZE LARGER THAN TRAP SIZE 46.INSULATION FOR 2015 IRC REQUIREMENTS FOR HOT WATER PIPE WITH A MINIMUM RESISTANCE OF R-3 SHALL BE REQUIRED IN THE FOLLOWING LOCATIONS:PIPING LARGER THAN 314"NOMINAL DIAMETER 1/4 BEND "D"-DISTANCE FROM CROWN WEIR AND VENT CONNECTION 46.1, PIPING SERVING MORE THAN ONE DWELLING UNIT ACCORDING TO MAX.DISTANCE OF VENT FROM FIXTURE TRAP 46.2. PIPING LOCATED OUTSIDE THE CONDITIONED SPACE LONG TURN 46.3. PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD Q 46.4. PIPING LOCATED UNDER A FLOOR SLAB VENT DRAIN 46.5. BURIED PIPING 3"VENT FROM -� INSTALLATION AND WEATHERPROOFING 46.6. SUPPLY AND RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS Z TUB OVERFLOW 1 112 1ST FLOOR VENT STANDPIPE 1° PER MANUFACTURERS INSTRUCTIONS � DRAIN 18"MIN. LONG TURN THRU ROOF 2"VENT z 42"MAX. LONG TURN 1/8 BEND W m�r-Z 2" 1 1/2"SHOWER 3"VENT CD D 1 112" SAN,TEE FINISHED DRAINS TO DRAIN BASED FINISHED FLOOR 2"TRAP FLOOR NON HAZARDOUS ON 5.7 GPM LINE W z LINE LOCATION FLOW OR LESS W=� �=Y TUB DRAIN >I-0 F--0 to FINISHED FLOOR *VENT PIPE SHAL TERMINATE 0 w 0 0 w o LINE WASHERNVATER HEATER PAN AT LEAST 12"(NEW YORK:18"; o u W Z m 1 112"TRAP FINISHED 1.WASHER PAN OPTIONAL WHEN WASHER IS LOCATED ON 2ND STORY MAINE:24")ABOVE THE ROOF a N N o �N Lu FLOOR LINE 2.WHERE A STORAGE TYPE WATER HEATER OR HOT WATER STORAGE TAN 1 112"SHOWER OR 6"ABOVE THE ANTICIPATED O_ IN INSTALLED IN A LOCATION WHERE WATER LEAKAGE FROM THE TANK DRAIN elf CLOTHES WASHER 1 112"TRAP VENT THRU ROOF DETAIL SNOW ACCUMULATION, �(i1R1" / TUB/SHOWER WILL CAUSE DAMAGE,A PAN IS REQUIRED PER 2009 IRC AND 20121RC, WHICHEVER IS GREATER. P2801.5. SHOWER Q ( Ll n,1 w J~ 0 1 112"VENT I J la- ry 314"DISHWASHER DRAIN 0 �-3"MAIN VENT LOOPED HIGH AND THREADED 1 r &W.C.VENT THRU HOLE IN CABINET SIDE OR 1/2"VENT * I m z VENT EXTENSION DRAWING: DEL, BRANCH VENTS SECURELY FASTENED TO COUNTER 6"MIN OR � .�� AS REQUIRED OR WALL OR AIR GAP 6"ABOVE ANTICIPATED � /r SAN. k1/2" SNOW ACCUMULATION VANITY 11/2" 0� 'l DRAIN STATE OF NEW YORK ARCHITECT OR ENGINEER , 2a3 PLUMBING NOTES TEE 2"VENT FOR GARBAGE FUTURE BASE- DISPOSAL - R GAP 1 SAN.TEE CERTIFICATION STATEMENT ��,4�� SAN. MENT FIXTURES SAN.TEE THE PLANS AND SPECIFICATIONS OF THIS SCALE: _.....-•r DISHWASHER PIPE INCREASER FINISHED FLOOR PERMIT SET ARE DERIVED FROM AND TEE FINISHED DISH- FINISHEDDRAIN LINE REDUCER(OCCURS 1 1/2" WASHER MIN 12"BELOW ROOF TRAP CONSISTENT WITH THE PLANS AND NTS FLOOR 1 1/2"P-TRAP AIR GAP FLOOR-�` SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: LINE FITTING LINE NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, MA-2" MA-2" UNLESS HE IS ACTING UNDER THE DIRECTION OFA �VVYE-BRANCH FROST CLOSURE BATHROOM VANITY DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER 7 WATER CLOSET AND MAIN VENT KITCHEN SINKMISHWASHER/DISPOSAL FITTING KITCHEN SINK/DISHWASHER DETAIL LETTER. THIS ITEM IN ANY WAY I I ENGINEERING# r\ TUB/SHWR 220081 DWV I .\ I DRAWN BY:CHECKED BY: MJC XX PLUMBING /� DATE: I ` V.T.R. // 6-18-20 2""/•/ 1/2/// SALESMAN: =DRAIN W'C' 3" // / 1/2," JOHN LUTKOWSKI V.T.R .•—•—•- =VENT 12" i` / W.C. MODEL: \•\ �\ri // TUB/SHWR TWO STORY ——— =ON-SITE '�'�1�/ / I \. 211 / I LAV \ 2„ /� \\ LAV I m y 1/2" \\\\/2 I I � III I I I 1/2" \ $ > \ "" / V.T.R. r I I I I I `\ /y 3/4" 1/2 w j l � l 13 I I // 11/2", z g 3 o�,i.jc�,Q i j \\ 3/4" 314 /// W co w I / �» 2"' �� i I i j N I 3/4" 0 Uj W / 1/2 LLOf� I I zoo SUPPLY \.� co<„' I I�� 21 j o=W� i I PLUMBING SINK/DW �� I a-a w j 2"" q�j l 3" I �c '��. I j TSB I I LU LU L o I 3",I ( I I� =COLD $ Q a Q \ I `�, ---- =HOT � I 2 211 3" / I`\ 2 J =HAMMER ARRESTOR F�m „ I I // Wcl CD No N 3 I J x =SHUT-OFF VALVE I \ 111 3 2" 1/2" I \, 3" 3 I ////1/2 3/4"I 3/4" WATER1. ALL SU S SUPPLY UPPLY LINES ARE TYPE PEX I\ I \ 3�" j f W C /// I 2. FLOW RATES SHALL BE IN ACCORDANCE WITH TABLE P2903.2(NY) \ I 3. ANTI-SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES W SHALL BE INSTALLED IN THE WATER SUPPLY TO ALL SHOWER 1/2 I AND SHOWER/BATHING FIXTURES \\21' 2"/ 1/2" \ 4, ANY VERTICAL WATER SUPPLY TUBING TO BE SUPPORTED 4'-0" O.C.BY STRAPPING ` 7 I j 2"" \�\ 5. PEX DISTRIBUTION SUPPORTS AT THE BASE AND AT EACH FLOOR +� I I I C.O. LAV NOT EXCEEDING 10'-0"ON CENTER(VERTICAL)MAXIMUM EVERY Q 1 i j 2„// 1/2" 6'-0"(HORIZONTAL) z 3/411 2111 jUj >. <1 # �// 3/4" .w Z. \ I� o ` I i� Q I 3„ 2„ `\\/2" 1/2" I 314" 3/411 I ¢ I `\ 3/4"13/4" z I o C.0.k , I / Z LU M� / �� z m�o \\ I 2„/ oZ >OU 3 / / o \ \ JAW o�zW 3``\ I 1 / / 117 SHUT OFF w o= �o 0_ (NY)TABLE P2903.2 w VALVE 0 LUU' \ / MAXIMUM FLOW RATES AND CONSUMPTION FOR Q a ON SITE keD Aq N N d QN \ „ / b a z WATER � � �Y rt \ 3/�' PLUMBING FIXTURES AND FIXTURE FITTINGS �o HEATER \� /// PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY ~¢ 'u fa of 31 1 \ LAVATORY FAUCET 1.5 gpm @ 60 psi # m o gpm SHOWER HEAD" 2.0 80 psi WATER PAN @ p ON-SITE BY OTHERS t�� k DRAWING: SINK FAUCET 2,2 m 60 psi 9 P��,,4„ gp @ p � STATE OF NEW YORK ARCHITECT OR ENGINEER PLUMBING DIAGRAMS 0, WATER CLOSET 1.28 gallons per flushing cycle CERTIFICATION STATEMENT F FOR S1:1 GALLON=3.785 L,1 GALLON PER MINUTE=3.785 L/m,1 POUND PER SQUARE INCH=6.895 kPa. THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: a.A handheld shower spray shall be considered to be a shower head. CONSISTENT WITH THE PLANS AND NTS b.Consumption tolerances shall be determined from referenced standards SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: c.The flush volume for a dual-flush water closet is defined as the composite,average flush NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A 7a volume of two reduced flushes and one full flush. LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. THIS ITEM IN ANY WAY I i ENGINEERING# SITE CONNECTION: SHIM AT RIDGE AS REQUIRED 220081 FASTEN FLOOR BANDS TO 2x4 SPF#2 RIDGE DRAWN BY:CHECKED BY: CEILING BANDS w/LAPPED MJC XX SHEATHING& 2x4/2x6 SPF#2 FLIP 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15#ROOF (2)ROWS OF 0.13lx2.5"NAILS RAFTER @ 16"o/c UNDERLAYMENT(ASTM D 226 TYPE 1).SHINGLE TO COMPLY WITH DATE: @ 16"o.c.INTO EACH. ASTM D 225 OR D 1970 WIND RESISTANCE.ASPHALT SHINGLE TO 6-18-20 COMPLY WITH ASTM D 7158 CLASS G OR H,OR ASTM D 3161 12 1/2"24/16 APA RATED ROOF DECKING(MIN.). SALESMAN: COLLAR TIE JOHN LUTKOWSKI 5 �— MODEL: PREMANUFACTURED TRUSSES @ 16"o/c TWO STORY NON HABITABLE SPACE r SITE CONNECTION: C? ICE SHIELD 36"WIDE m m FASTEN FLOOR BANDS TO En 2x4 KNEEWALL CEILING BANDS w/0.131x3" 1"AIRSPACE AT EACH RAFTER TOE-NAILS @ 10"o.c. g Y X 2x6SUBFACIAX.X; X�P: :I �� z R-38 KRAFT BACKED INSULATION 1/2"GYPSUM BOARD 3"x 112" PER THERMAL REQUIREMENTS w w w BEARING STRIP R-21 KRAFT BACKED INSULATION DBL 2x6 SPF#2 PER THERMAL REQUIREMENTS o 0 o LL X X TOP PLATES p(D(D VINYL SIDING(ON SITE BY OTHERS) �Q 2x6 SPF#2 STUDS @ 16"0/C zp o o m cn crX¢ daa- 1/2"GYPSUM BOARD 7/16"24/16 APA RATED cn co o WALL SHEATHING z z a- 200 SPF#2 JOISTS @ 16"O/C =_'— i i INFILTRATION BARRIER BLOCKI G 2xl0 SPF#2 JOISTS @ 16"O/C T&G FLOOR RAPA RATED BLOCKING 2"RIGID FOAM INSULATION TO COMPLY WITH ASTM D226 LLi��o &G FLOOR SHEATHING (AVG.R-VALUE-R-13) ~� N SITE CONNECTION: FASTEN FLOOR JOISTS TO X TR-30 (2)2x10 SPF#2 PERIMETER BANDS z X' CEILING BANDS w/(1)SIMPSON 12 SPF#2 PERIMETER BANDS L N co V In CO H2.5A EACH JOIST R 30 KRAFT BACKED INSULATION w PER THERMAL REQUIREMENTS ui (CANTILEVERED AREAS) 2x6 SPF#2 CEILING JOISTS 1/2"GYPSUM BOARD FT BACKED INSULATION RMAL REQUIREMENTS B1 @ 16"O/C DBL 2x6 g TOP PLATES R-21 KRAFT BACKED INSULATION Lu PER THERMAL REQUIREMENTS VINYL SIDING(ON SITE BY OTHERS) W 2x6 SPF#2 STUDS @ 16"O/C o SITE CONNECTION: FASTEN FLOOR BANDS TO SILL 1/2"GYPSUM BOARD 7/16"24/16 APA RATED WALL SHEATHING PLATE w/LAPPED SHEATHING& (1)ROW OF 0,13lx2.5"NAILS in INFILTRATION BARRIER @ 16"o.c.INTO EACH. 2x6 SPF#2 TO COMPLY WITH ASTM D226 T&G FLOOR SHEATHING A 2xl0 SPF#2 JOISTS @ 16"O/C APA RATED BOTTOM PLATES &G r� r 1 a X X�C:1YX rX yJX C y i X;r, SqR-19 > i im, X� (2)2x10 SPF#2 PERIMETER BANDS SILL PLATE&BELOW IN FIELD BY OTHERS KRAFT BACKED INSULATION SITE CONNECTION: &PER DESIGN BY PER THERMAL REQUIREMENTS z 2x8 P.T.SILL PLATE w/SEALER q PROFESSIONAL R.A. SUPPLIED&INSTALLED ON SITE BY BLDR.2 5l8"DIA.ANCHOR Z LFASTEN FLOOR BANDS TO OR P.E. ( ) BOLT EMBEDDED o SILL wl 0.13lx3"TOE-NAILS Z M J @ 10"o.c. ° 4 w�l _�� 35'0" coo ml,�,Z a70, �. Lug�Z- NOTE:FOR FOUNDATION _j E2 Of Dar!Y O &FOOTING SEE SHEET 2a Hc~n F-�Ocn FOUNDATION WALL BY BUILDER. Lu o m �o af_ ° PLANS ENGINEERED FOR m Co� ae 4"CONCRETE SLAB ON ° 10"THICKNESS. N N o pN w NOTES: 6 MIL.VAPOR BARRIER " ► a Of 1. ITEMS NOTED WITH(*)SHALL BE PROVIDED BY MANUFACTURER AND 4"GRAVEL BED 4. til4 fly 'Jy _ INSTALLED BY BUILDER ON SITE,ITEMS NOTED('")SHALL BE — PROVIDED BY MANUFACTURER AND INSTALLED BY SET CREW ON ® ° ® m wCtf Z SITE,AND BOTH SHALL BE INSPECTED BY LOCAL BUILDING OFFICIAL. # f 2. FLOOR INSULATION IS NOT REQUIRED IF BASEMENT IS CONDITIONED DRAWING: SPACE AND FOUNDATION WALL IS INSULATED PER APPLICABLE (p t +' ENERGY CODE(RESCHECK) STATE OF NEW YORK ARCHITECT OR ENGINEER "� 0 22431' 4Q SECTION CERTIFICATION STATEMENT OF Iq THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A ^ LICENSED PROFESSIONAL ENGINEER,TO ALTER l`.J LETTER. THIS ITEM IN ANY WAY ENGINEERING# 220081 2x4 SPF#2 RIDGE DRAWN BY:CHECKED BY: 30 YR,SELF SEALING ASPHALT SHINGLE OVER 15#ROOF MJC XX UNDERLAYMENT(ASTM D 226 TYPE 1).SHINGLE TO COMPLY WITH ASTM D 225 OR D 1970 WIND RESISTANCE,ASPHALT SHINGLE TO DATE: COMPLY WITH ASTM D 7158 CLASS G OR H,OR ASTM D 3161 618 20 1-HOUR RATED WALL, 12 CONTINUOUS TO ROOF SHEATHING 1/2"24/16 APA RATED ROOF DECKING(MIN.). SALESMAN: 12 F JOHN LUTKOWSKI HIP PANEL MODEL: NON HABITABLE SPACE NON HABITABLE SPACE ICE SHIELD 36"WIDE TWO STORY m 2Em ROOF TRUSSES ROOF TRUSSES @ 16"o/c APPROVED @ 16"o/c 1"AIR SPACE AT EACH RAFTER DRAFTSTOPPING MATERIAL*** l ,/ v YX > X. X` X �Y` x�. .X C. v�� ) k, "C): � _ <. Cox L_ _ �5�` C «1 R-38 KRAFT BACKED INSULATION Z 0 3"x 112" PER THERMAL REQUIREMENTS 3"x 112" 3"x 1/2" L 1/2"GYPSUM BOARD 3"x 1/2" < BEARING STRIP BEARING STRIP BEARING STRIP BEARING STRIP w Lu Lu DOUBLE 2x4 SPF#2 DOUBLE 2x4 SPF#2 DOUBLE 2x4 SPF#2 R-21 KRAFT BACKED INSULATION a 0 0 TOP PLATES TOP PLATES TOP PLATES DBL 2x6 SPF#2 0 w w TOP PLATES PER THERMAL REQUIREMENTS z 0� ozz 2x4 SPF#2 STUDS @ 16"O/C 2x4 SPF#2 STUDS @ 16"O/C 2x4 SPF#2 STUDS @ 16"O/C VINYL SIDING(ON SITE BY OTHERS) cn¢ Q 2x6 SPF#2 STUDS @ 16"O/C z L M o co ¢ 1/2"GYPSUM BOARD 5/8"GYPSUM BOARD 1/2"GYPSUM BOARD 7/16"24116 APA RATED > a a a 1/2"GYPSUM BOARD WALL SHEATHING LU W a __¢ INFILTRATION BARRIER 0 0 0 2x10 SPF#2 JOISTS @ 16"O/C 23!32"24/16 APA RATED TO COMPLY WITH ASTM D226 (2)2x10 SPF#2 (2)2x10 SPF#2 (2)2xl0 SPF#2 T&G FLOOR SHEATHING 2"RIGID FOAM INSULATION \, N N (AVG,R-VALUE=R-13) I o�oN (2)2xl0 SPF#2 PERIMETER BANDS I (2)2x12 SPF#2 PERIMETER BANDS o Cn�NC�V�c01� 112"BOLT w/NUT 1/2"BOLT wl NUT 1/2"BOLT w/NUT g Lu &WASHER @ 48"O/C &WASHER @ 48"O/C &WASHER @ 48"O/C 112"GYPSUM BOARD g 2x6 SPF#2 CEILING JOISTS (2)2xl2 SPF#2 DOUBLE 2x4 SPF#2 (2)2xl2 SPF#2 DOUBLE 2x4 SPF#2 (2)2xl2 SPF#2 DOUBLE 2x4 SPF#2 DBL 2x6 SPF#2 @ 16"O/C TOP PLATES TOP PLATES TOP PLATES TOP PLATES R-21 KRAFT BACKED INSULATION PER THERMAL REQUIREMENTS ui VINYL SIDING(ON SITE BY OTHERS) 2x6 SPF#2 STUDS @ 16"O/C Lu 0 2x4 SPF#2 STUDS @ 16"O/C 2x4 SPF#2 STUDS @ 16"O/C 2x4 SPF#2 STUDS @ 16"O/C 1/2"GYPSUM BOARD 7/16"24/16 APA RATED 112"GYPSUM BOARD 5/8"GYPSUM BOARD 112"GYPSUM BOARD WALL SHEATHING Q 2x10 SPF#2 JOISTS @ 16"O/C 2x4 SPF#2 2x4 SPF#2 APPROVED DRAFT- INFILTRATION BARRIER _ 2x4 SPF#2 BOTTOM PLATES BOTTOM PLATES BOTTOM PLATES APPROVED DRAFT- APPROVED DRAFT STOPPING MATERIAL*** 2x6 SPF12 TO COMPLY WITH ASTM D226 Z STOPPING MATERIAL*** 1/2"BOLT wl NUT STOPPING MATERIAL*** 1/2"BOLT wl NUT BOTTOM PLATES —e BRIDGING 112"BOLT wl NUT 23/32"24116 APA RATED r A &WASHER @ 48"O/C &WASHER @ 48"O/C &WASHER @ 48"O/C T&G FLOOR SHEATHING � I g C}' .n 7ky kk x Xx x & Y_' k X i '1 k V ✓ s X k k v ` 'v.✓. ! - X C� kx aMk �� X -x / X.X-k J r J titix z - (2)2x10 SPF#2 PERIMETER BANDS t/� I v 1 IA 'SILL PLATE&BELOW • IN FIELD BY OTHERS R-19 KRAFT BACKED INSULATION &PER DESIGN BY 3-1/2"x 7"x 114" 3 112"x 7"x 114" PER THERMAL REQUIREMENTS PROFESSIONAL R.A. 2x8 P.T.SILL PLATE wl SEALER 2x10 P.T.SILL PLATE wl SEALER 2 ° 518"DIA.ANCHOR Q OR P.E. STEEL PLATE 1 112" 1 112" STEEL PLATE 1 1/2" (SUPPLIED&INSTALLED ON SITE BY BLDR.) BOLT EMBEDDED 12'-0" 12'-0" 12'-0" 12'4' O r z 4'-4.1 2" F •' .' Z M NOTES: ° NOTE:FOR FOUNDATION ° ° W~-) �� 1. ITEMS NOTED WITH(*)SHALL BE PROVIDED BY MANUFACTURER AND �m o m"�'z &FOOTING SEE SHEET 2a 3-1/2"STEEL COLUMN 3-1/2"STEEL COLUMN W w> w o INSTALLED BY BUILDER ON SITE,ITEMS NOTED(*'*)SHALL BE cD z >0 0 PROVIDED BY MANUFACTURER AND INSTALLED BY SET CREW ON (SEE FOUNDATION DRAWING FOUNDATION WALL BY BUILDER. (SEE FOUNDATION DRAWING FOUNDATION WALL BY BUILDER. OJ 0 W 9 z SITE,AND BOTH SHALL BE INSPECTED BY LOCAL BUILDING OFFICIAL, FOR SPACING) PLANS ENGINEERED FOR FOR SPACING) PLANS ENGINEERED FOR Lu=F �cl)=Y 2. FLOOR INSULATION IS NOT REQUIRED IF BASEMENT IS CONDITIONED 4"CONCRETE SLAB ON 10"THICKNESS. 10"THICKNESS. >D w �oo w 6 MIL.VAPOR BARRIER SPACE AND FOUNDATION WALL IS INSULATED PER APPLICABLE 30"x30"xl0"FOOTING 30"x30"x10"FOOTING 0 o0 0 W oz m ENERGY CODE(RESCHECK) 4"GRAVEL BED ,' N�, >_Lu w :. �Lu Z DRAWING: STATE OF NEW YORK ARCHITECT OR ENGINEER 2Al i SECTION CERTIFICATION STATEMENT ,(gyp N THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A ^� LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. THIS ITEM IN ANY WAY y ENGINEERING# 220081 DRAWN BY:CHECKED BY: MJC XX DATE: 6-18-20 SALESMAN: JOHN LUTKOWSKI FASTEN 2-PLY RIDGE BOARD TOGETHER (2)2x10 SPF#2 RIDGE BOARD MODEL: w/(3)0.131x3"NA*DGE 2x8 SPF#2 CRICKET RAFTERS @ 16"o.c. TWO STORY STRAP AC wl(1)LSTA15 STRAP, } 2x10 SPF#2 FLOOR JOISTS @ 16"o.c. 2x6 SPF#2 WALLS FULL-HEIGHT BLOCKING BETWEEN JOISTS ATTACH EA.CR @ 16"o.c. INVERTED JOIST HANGER TO RIDGE BOARD Z 2x8 SPF#2 CRICKET PLATE g BACK SPAN wl(4)0.131x3"TOE-NAILS. F /2)2xlO SPF#216"o.c. wl3 w w w ATTACH CRICKET PLATE TO MAIN ROOF (2x ANTILEVER LENGTH) 2x10 SPF#2 FLOOR JOISTS @ 16"o.c. ATTACH EA.CRICKET RAFTER ()#8x3"SCREWS,AT EACH INTERSECTING TO PLATE ROOF TOP CHORD(SITE CONNECTION) oww (2)2x10 SPF#2 FLOOR BANDS PPER wl(4)0.131x3"TOE-NAILS. o zQR-30INSULATION z0 WWEATHER PROOFING > wwg 2x6 SPF#2 CEILING JOISTS @ 16"o.c. w a a aON SITE BY OTHERS 2"RIGID FOAM INSULATION (D 0 aSIMPSON H2.5A EACH JOIST a TO CEILING RIM(SITE CONNECTION) (2)2xl2 SPF#2 CLG RIM v CRICKET FASTENING DETAIL w o N o F 7�N cs CANTILEVER DETAIL Q N Z _o U7 Nm-<t u)cor-- W W � Q Z cn Q z H- Z m J � , 2i'o� mw�z o: O o z ,D _') W_ J E w O� _w LLJ>LLJ>w ~SOW m�U IZ'm5 (DM LU h 1F �ED A N NO ON>_w RY X 4 J a LLJ �O # # m LU Z DRAWING: °F�a3t STATE OF NEW YORK ARCHITECT OR ENGINEER 91 CERTIFICATION STATEMENTS SECTION DETAILS THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A n LICENSED PROFESSIONAL ENGINEER,TO ALTER y LETTER. THIS ITEM IN ANY WAY ENGINEERING# 220081 DRAWN BY:CHECKED BY: MJC xx WALLS AND INTERIOR PARTITIONS,WOOD-FRAMED TYPICAL(1)HOUR MATEWALL @ LIVING UNIT SEPERATION DATE: AIR SPACE 6-18-20 GA FILE NO.WP 3370 TGENERIC 1 HOUR FIRE **58 STC SALESMAN: GYPSUM WALLBOARD,WOOD STUDS JOHN LUTKOWSKI One layer 5/8"type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of double row of 2 x 4 wood studs 16"o.c.on separate plates 1"apart with 6d coated MODEL: nails,1 7/8"long,0.0915"shank,1/4"heads,7"o.c. TWO STORY ROOF SHEATHING ROOF SHEATHING U 0 01 Joints staggered 16"on opposite sides.Horizontal bracing required at mid-height. m 2E 2 TRUSS/RAFTER (LOAD-BEARING) ADD 3.5"FIBERGLASS INSULATION IN EACH MINIMUM(1)1 HR FIRE STUD BAY TO ACHIEVE THE HIGHER STC RATING RATED WALL Thickness: 91/2" ** stac.' R tci! !�ink Aaarsti�!1.a1 €c�>�as CONTINUA ION OF FIRE STOP ate 2■x 4°sUds,161 21 x 4"wood t rste% maw„Bond Center L ai, Approx.Weight: 8 psf Z FIRE SEPARATAION 112" STC Fire Test: See WP 3605 0 123 260 500 1000 2G00 4000 U -- (UL R1319-4,6,6-17-52; >co w w CEILING JOIST 1! '1/2`CtanTxi yypsEM�z taocard UL R2717 39,1 20-66; of a 0 both 34 50 64 77 8i 79 o 2 LayM 3112-recta 14W fbergl i ion. UL R3501 52,3 15 66, Z UL Design U305; o z z ULC Design W301) U)Q Q 1��'a"CWwoTA��7't' l UL R4024,10 31-68 0 o // 1-HR FIRE RATED WALL xaths�tles 51 65 ?7 75 gf; � � �o z� CEILING GYPSUM ASSEMBLY(WP 3370) 26—yers 31,4*ConakTwc!Mxxqlns Ktst WiLm w a a a of ww Lij � r 0 0 a- ZZ2 __¢ 0 W C N o N FIRE STOP o�or CONTINUATION OF 2ND FLR.FLOOR FIRE SEPARATION - z M-'Zr Ln7 0I� > r W r. W FIRE CAULK SEAM rUj CEILING GYPSUM _Z 1-HR FIRE RATED WALL ASSEMBLY(WP 3370) FIRE STOP CONTINUATION OF 1ST FLR,FLOOR Q T U FIRE SEPARATAION Z_ Z M J W � M� U� MI.LU oZ O o? >o}C) W—z, � w WLLj_~ =ou~i F� H >>W SOW 0 p�� >_ Wzm� m N om�W J�Aq N d �N G, 4�A 1rf,• o O M 0�Z TENANT SEPARATION WALL # * DRAWING: BASEMENT TO ROOF STATE OF NEW YORK ARCHITECT OR ENGINEER2431- FIRE SEPARATION CERTIFICATION STATEMENT '� DETAILS THE PLANS AND SPECIFICATIONS OF THIS OFF PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370-2020-044 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A 0 LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. THIS ITEM IN ANY WAY WOOD FRAMING GENERAL NOTES DESIGN INFORMATION (UNLESS OTHERWISE NOTED,THE FOLLOWING NOTES SHALL APPLY) 2020 RESIDENTIAL BUILDING CODE OF NY W 1. ALL WOOD FRAMING MATERIAL SHALL BE SURFACED DRY AND USED AT 19%MAXIMUM MOISTURE CONTENT ALLOWABLE STRESS REQUIREMENTS FE 1. GENERAL CONTRACTOR(G.C.)IS TO FAMILIARIZE HIMSELF WITH THE OF ALL MATERIAL SHALL BE IN ACCORDANCE WITH THE"SCHEDULE OF REQUIRED STRESS VALUES"ON SHEET S-002, OCCUPANCY: 1&2 FAMILY DWELLING R-3 PRESENT SITE CONDITIONS. 2. ALL STUD AND WALL FRAMING SHALL BE EITHER OF THE FOLLOWING UNLESS OTHERWISE NOTED: CONSTRUCTION TYPE: VB U a w 2, CONTRACTORS SHALL VERIFY ALL DIMENSIONS ON DRAWINGS AND FIELD A. N0.2 GRADE SOUTHERN YELLOW PINE(SYP) GARAGE RIDGE HEIGHT: 17'-0 ° Z QUESTIONS AND DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE MIN.DISTANCE TO LOT LINE 5 FT. 4 ` o ATTENTION OF THE ARCHITECT.ALL WORK SHALL BE DONE IN ACCORDANCE B. NO.2 GRADE DOUGLAS FIR-LARCH N w WITH THE CURRENT BUILDING CODES OF THE STATE OF PENNSYLVANIA AND EXTERIOR WALL RATING 0 HR. STUD'GRADE MATERIAL IS STRICTLY PROHIBITED FROM USE GROUND SNOW LOAD Pc =30 PSF THE LOCAL BUILDING DEPARTMENT. ( ) 3 3. ALL JOIST,RAFTER&MISC.FRAMING SHALL BE NO.2 GRADE,DOUGLAS FIR-LARCH UNLESS OTHERWISE SPECIFIED. PROVIDE FULL-DEPTH MIN.ROOF LIVE LOAD(PF)=20 PSF .� 3. ALL BUILDING MATERIALS SPECIFIED WITHIN THE WORKING DRAWINGS ARE TO (OR METAL)BRIDGING AT MID-SPAN AND AT A MAXIMUM SPACING OF 8'-0"ON-CENTER IN BETWEEN. ROOF DEAD LOAD=10 PSF U Y N BE NEW AND GOOD QUALITY. 0 Q 0? o 4. NO SUBSTITUTES WILL BE ACCEPTED FOR MATERIALS CLEARLY SPECIFIED THE AMERICAN WOOD PRESERVERS ASSOCIATION(A.W.P.A.)SPECIFICATIONS. WHERE POSSIBLE,ALL CUTS AND HOLES SHOULD BE COMPLETED WIND EXPOSURE= B a w WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. BEFORE TREATMENT. CUTS AND HOLES DUE TO ON-SITE FABRICATION SHALL BE BRUSHED WITH 2 COATS OF COPPER NAPHTHENATE SOLUTION SEISMIC DESIGN CATEGORY- B Q°7 5. G.C. AND HIS SUBCONTRACTORS ARE TO PERFORM ALL CONSTRUCTION CONTAINING A MINIMUM OF 2%METALLIC COPPER IN SOLUTION(PER A.W.P.A.STANDARD M4). _ o WORK IN A PROFESSIONAL AND WORKMANSHIP ORDER. ALL AREAS ARE TO 5. THE CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN LOAD-BEARING APPLICATIONS. THE LENGTH OF SPLIT ON THE WIDE // d BE CLEANED AT THE END OF EACH DAYS WORK, AND COORDINATE EACH FACE OF 3"(NOMINAL)AND THICKER LUMBER SHALL BE LIMITED TO 1/2 OF THE NARROW FACE DIMENSION. C �' a OTHERS WORK TO THE BEST OF THEIR ABILITY. 6. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS WHICH RUN PARALLEL WITH JOISTS AND UNDER ALL CONCENTRATED LOADS FROM FRAMING 6. DRAWINGS ARE"NOT"TO BE SCALED FOR LOCATIONS,QUANTITY TAKEOFFS, ABOVE. �I\�W I O MATERIAL SIZES,ETC. (DIMENSIONS OVERRULE). 7. PROVIDE HEADER BEAMS OF THE SAME SIZE AS JOISTS OR RAFTERS TO FRAME AROUND OPENINGS IN THE PLYWOOD DECK UNLESS OTHERWISE 7. ALL WORK IN PROGRESS SHALL BE ADEQUATELY BRACED AND PROTECTED INDICATED. L C UNTIL BUILDING IS COMPLETED. 8. STRUCTURAL STEEL PLATE CONNECTORS SHALL CONFORM TO ASTM A36 SPECIFICATIONS AND BE 1/4"THICK UNLESS OTHERWISE INDICATED. 8. G.C.SHALL SUBMIT SHOP DRAWINGS, PRODUCT DATA,OR SAMPLES FOR ALL BOLTS CONNECTING WOOD MEMBERS SHALL BE PER ASTM A307 AND BE 3/4"DIAMETER UNLESS OTHERWISE INDICATED. PROVIDE WASHERS �?CN C�� _2 z DOORS,FRAMES,HARDWARE, FINISH MATERIALS AND MISCELLANEOUS ITEMS TO FOR ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD SURFACES. a co THE ARCHITECT OR OWNER FOR APPROVAL PRIOR TO PURCHASE. 9. BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16"LARGER THAN THE BOLT DIAMETER. BOLTED CONNECTIONS GN-001 GENERAL NOTES&WOOD NOTES 9. OWNER. SHALL PROVIDE ALL PERMITS REQUIRED FOR THIS WORK. ALL SHALL BE SNUGGED TIGHT BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS. A-101 FLOOR PLAN,FRAMING PLANS&ROOF PLANS a A-102 SECTION SUBCONTRACTORS SHALL BE RESPONSIBLE TO THE G.C. FOR THEIR PERMITS. 10. PREFABRICATED"MICRO-LAM"LUMBER HEADERS AND BEAMS SHALL BE AS MANUFACTURED BY"iLevel'BY WEYERHAEUSER(OR APPROVED F- A-200 ELEVATIONS w EQUAL). MICRO-LAM MATERIAL SHALL BE A MINIMUM 2.OE.SOUTHERN PINE. DO NOT CUT OR NOTCH MICRO-LAM MATERIAL WITHOUT THE 10.G.C.SHALL CARRY ADEQUATE INSURANCE TO PROTECT THE OWNER AND MANUFACTURER'S APPROVAL. Co �P`Y ROs �'� ALL WORKMEN ON THE JOB FOR THE DURATION OF THE PROJECT. Wg � < 11. PREFABRICATED METAL JOIST HANGERS,HURRICANE CLIPS,HOLD-DOWN ANCHORS AND OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY 11.ALL DEBRIS SHALL BE REMOVED FROM THE SITE BY THE G.C. AT NO "SIMPSON STRONG-TIE COMPANY",TEL.(800)999-5099,OR APPROVED EQUAL.INSTALL ALL ACCESSORIES PER THE MANUFACTURER'S ADDITIONAL COST TO THE OWNER. REQUIREMENTS. ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES(PER ASTM A446,GRADE A)AND BE GALVANIZED(COATING 039�5 4� 12.THE G.C. AND ALL SUBCONTRACTORS SHALL AT ALL TIMES KEEP THE G60).HOLES AND NOTCHES DRILLED OR CUT INTO WOOD FRAMING SHALL NOT EXCEED THE REQUIREMENTS OF THE INTERNATIONAL BUILDING ©FN� �a 3 PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CODE REQUIREMENTS.ALL PLATES,ANCHORS,NAILS,BOLTS,NUTS;WASHERS,AND OTHER MISCELLANEOUS HARDWARE SHALL BE HOT DIP Ld CAUSED BY HIS OPERATIONS. AT THE COMPLETION OF THE WORK, HE GALVANIZED. SHALL REMOVE ALL HIS WASTE MATERIALS AND RUBBISH FROM AND ABOUT 12, ALL HEADERS AND BEAMS TO HAVE MINIMUM(3)2x JACK STUDS AT EACH END,UNLESS OTHERWISE NOTED. U THE PROJECT AS WELL AS ALL HIS TOOLS,CONSTRUCTION EQUIPMENT, 13. ALL BUILT UP COLUMNS ARE TO BE INSTALLED AND ERECTED IN CONFORMANCE WITH SECTION 15.3 OF THE NDS VIA NAILING OR MACHINERY AND SURPLUS MATERIALS. THROUGH-BOLTING.SEE SECTIONS 15.3.3 AND 15.3.4 OF THE NDS FOR MINIMUM FASTENING REQUIREMENTS. a 13.GAUGES FOR MET. STUDS SHALL BE THE FOLLOWING INTERIOR PARTITIONS J I Z - 25 GA.,FURRING-25 GA.,BEARING PARTITIONS-18 GA. CUTTING & NOTCHING STUD GENERAL NOTES 0 0. 0 14.ALL GYPSUM WALLBOARD SHALL BE MANUFACTURED BY U.S.G. CO.GOLD N W BOND OR APPROVED EQUAL. (UNLESS OTHERWISE NOTED,THE FOLLOWING NOTES SHALL APPLY) N 15.ALL GYPSUM WALLBOARD,TAPED,SPACKLED,AND SANDED MUST BE INSPECTED 1. WALL FRAMING STUDS SHALL BE PLACED WITH THE WIDE DIMENSION PERPENDICULAR TO THE THE WALL, AND APPROVED BY THE ARCHITECT AND OWNER PRIOR TO PROCEEDING WITH 2. NO LESS THAN THREE STUDS SHALL BE INSTALLED AT EACH CORNER OF AN EXTERIOR WALL. Z FINISH PREPARATION.INSTALL CONTROL JOINTS©25'O.C. 0 3. DOUBLE TOP PLATES ARE TO HAVE A MINIMUM OF A 48"OVERLAPPING OFFSET. > = 16.G.C.IS TO PROVIDE AND INSTALL SOLID WOOD BLOCKING AS REQUIRED FOR ALL WALL MOUNTED FIXTURES,(ie.SHELF AND HANGING POLES IN CLOSETS, 4. ALL STUD WALLS ARE TO HAVE A 2x BOTTOM PLATE AND BE AS WIDE AS THE STUDS ABOVE. DOOR STOPS,MIRRORS,PLUMBING FIXTURES, ETC.) 5. NOTCHES IN SOLID LUMBER STUDS SHALL NOT EXCEED 25 PERCENT OF THE STUD DEPTH. w Q 17.G.C. SHALL COORDINATE WITH ALL TRADES, OTHER PRIME CONTRACTORS 6. BORED HOLES SHALL NOT EXCEED 40 PERCENT OF THE STUD DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN AND EQUIPMENT CONTRACTORS TO INSURE PROPER INSTALLATION OF ALL 5/8"TO THE EDGE OF THE STUD. FINISHED PRODUCTS. 7. BORED HOLES SHALL NOT EXCEED 60 PERCENT OF THE STUD DEPTH WHERE STUDS ARE DOUBLED. a w 18.G.C.IS RESPONSIBLE FOR COORDINATING ALL TRADES(PLUMBING, 8. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS SECTION. ELECTRICAL,HVAC,ETC.)PRIOR TO THE INSTALLATION OF THE SUSPENDED W CEILING LIGHT FIXTURES,CEILING DIFFUSERS, ETC. 19.ALL OPENINGS IN WALLS,FLOORS,ROOF,ETC,TO BE LOCATED AND SIZED AS PER MECHANICAL AND PLUMBING REQUIREMENTS. MUST BE SEALED BY 7� Q ROOFER OF RECORD AT COST OF CONTRACTOR WHO MADE OPENING. a 20. ALL BATHROOMS TO RECEIVE 1/2"MOISTURE RESISTANT GYPSUM BOARD TO BE TAPED AND SPACKLED AND PREPARED AS REQUIRED TO RECEIVE Z FINISHES SELECTED BY THE OWNER,UNLESS OTHERWISE NOTED. ^ c� W 21.G.C. TO GRADE&SEED ALL DAMAGED AREAS AFTER CONSTRUCTION OF NEW ADDITION. G.C.TO REPAIR ANY YARD DAMAGE,CAUSED FROM a EQUIPMENT NEEDED FOR THIS PROJECT,TO ITS ORIGINAL CONDITION. a 22. THE G.C.AND HIS SUBCONTRACTORS ARE RESPONSIBLE FOR VERIFYING (/� U EXISTING CONDITIONS EACH IS WORKING WITH. ALL NEW CONSTRUCTION IS z TO COMPLY WITH THE MOST CURRENT IRC BUILDING CODE AND ALL LOCAL REVIS "� bA =" CODES.ANY DISCREPANCIES BETWEEN WHAT IS ON THESE DRAWINGS AND .,..i _K4 ram., w WHAT THE LATEST CODE REQUIRES SHALL BE BROUGHT TO THE ATTENTION OF THE PI..ANS MAY 20 2021 �' a ARCHITECT PRIOR TO PROCEEDING WITH THAT SEGMENT OF WORK. IF THE CONTRACTOR iJATED: o PROCEEDS WITH ANY WORK THAT DIFFERS WITH THE DOCUMENTS AND/OR CODES OOK Q BUILDING DEPARTMENT � � a IS DOING SO AT THEIR SOLE RISK AND EXPENSE. H +1 N zLn w ARCHITECTURAL SYMBOL LEGEND d Z N 0 DATE J October 28,2020 X ELEVATION KEY X ELEVATION NUMBER a-k A-X = DWG.NUMBER PROJ N0: 0 220031 w GARAGE NOTES X - SECTION KEY X = SECTION NUMBER O�T�'RAI. w q_X A-X = DWG.NUMBER NOTES N 1.GARAGE SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE. x - PARTITION TYPE TAG 2.ALL GARAGE SHALL BE GFCI PROTECTED INCLUDING THE ONE INSTALLED ON CEILING. A. ATTACHED GARAGE - DETAIL TAG X = DETAIL NUMBER A-X = DWG.NUMBER 0 1.ATTACHED GARAGE SHALL BE SEPARATED FROM DWELLING AND ITS ATTIC BY MEANS OF 112"GYPSUM BOARD OR EQUIVALENT 0 2_A DOOR BETWEEN DWELLING AND GARAGE SHALL BE A MINIMUM 1'318"SOLID CORE OR EQUIVALENT,20-MINUTE RATED,AND EQUIPPED WITH 1 T SELF CLOSING DEWCE. AXx OF U C F- THIS HOME WILL ERECTED ON A VACANT LOT. a ALL SETBACK DISTANGES FOR EXTERIOR WALLS& w PROJECTIONS SHALL EXCEED THOSE LISTED IN 24'-011 ~ TABLE R362.1(1)FOR D-HOUR RATING. Q e w o HOME IS NOT LOCATED IN A FLOOD ZONE. „ „ t Z 6-0 12-0 6-0 C a L vwi GC TO VERIFY EXACT WINDOWS z AND ROUGH OPENING WITH OWNER PRIOR TO INSTALLATION (I)N E Ld o DH G46 �93 46 }j 2 V w E V ~ w GC TO VERIFY EXACT WINDOWS SECURE TO7 •V Y N AND ROUGH OPENING WITH MODULAR 0 06 w LL I OWNER PRIOR TO INSTALLATION STRUCTURE (n Q o 0 0 0 1 a`)h 0 No $� nW U = W>Q cn z I J Y1(Q o q w 4-1a O C:N i W Qo I HOUSE BY OTHERS m Cf) N GARAGE (A Y o _ _ g GC TO VERIFY SLAB a p O o EXACT DOORS AND O ' ROUGH OPENING LL LL J d' N WITH OWNER PRIOR WALLS CONSIST OF- U) N TO INSTALLATION 2X6 SPF#2 STUDS 0 16"O.C. ^�2 9 o GYPSUM BOARD ON THE INTERIOR W ro U m w R-21 THERMAL BATT INSULATION, CU E o a VAPOR BARRIER TO WARM SIDE w Q op z I APA RATED WALL SHEATHING - >' o INFILTRATION BARRIER TO oo I COMPLY WITH ASTM D226 Z VINYL SIDING a a qa I4ED ABC - xo SECURE TO CD ( MODULAR C?�tiP4Y AOS 'S a CD '& STRUCTURE W ' 0 LLO o DH 046 DH3 46 GC TO VERIFY EXACT WINDOWS 3 AND ROUGH OPENING WITH -- qF RED 0 OWNER PRIOR TO INSTALLATION = 6'-0" 12'-0" 61_0" J ll] 24'-0" _ GARAGE NOTES a 1.GARAGE SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE. a GARAGE FLOOR PLAN -20 2 ALL GARAGE SHALL BE GFCI PROTECTED INCLUDING THE ONE INSTALLED ON CEILING o Z A. ATTACHED GARAGE 0 0 1.ATTACHED GARAGE SHALL BE SEPARATED FROM DWELLING AND ITS ATTIC BY MEANS OF 10 GYPSUM BOARD OR EQUIVALENT N w n- , n 2.A DOOR BETWEEN DWELLING AND GARAGE SHALL BE A MINIMUM 139 SOLID CORE OR EQUIVALENT,20-MINUTE RATED,AND EQUIPPED WITH F (:DSCALE: 4 -0 SELF CLOSING DEVICE- COORDINATE LOCATIONS WITH OWNER,TIE INTO ELECTRICAL AS NECESSARY PER CODE ON THE MODULAR BUILDING PLANS F z CONTINUOUS DRIP EDGE o GUTTERS AND DOWNSPOUTS,w C LLOCATIONNSW1 OWNER -20 IK -20 z 20 (3)2 x 10 WIZ' INSTALL A 2X12 LEDGER FOR DOWNSPOUTS,TYP. w PLYWOOD TO EXISTING HOUSE W w HEADER OVER WINDOWS L 1 l ;I�� a ---- — — --------------- ��il_1L1 LI-I J AJ a J 1J�LI I� C� ,': Ji III_I I ;� J PER IRC(NY)TABLE II I� LI1,� L IJI Li_ �LJ 802.4.1(4)ROOF RAFTERS _ILI Ql.IJ a 2X12 SPRUCE PINE FIR SS @ II _..�_ 0 _LI J 4 O.C. �- W 2x8 ROOF L LL I-I�I �� Ll z RAFTERS I �--_L.] �_ I�_1 _ -I Ly!j LL L-L L��1.�_I�I J._U II @ 16 O.C. -I I L A�L _I-1_�� ]�1IJ I o Q 5 h 14"LVL HEADER I o �JII!IILI�L1�_l �� a OVER WINDOWS w I I I R 2x10 sPF#2 a I 1 s RIDGE BOARD U'( L DG BC RD by Z"U asPc2 RAFTERS ®6o ' PROVIDE A CONTINUOUS LjROOF RIDGE VENT —114 N �Z4 °o �I I 2X6 SPF#2 UDS O 16' a ST I I' J O.C. LOPE SLOPE LQ z —PE,SLOPE OLu U II IIII N�� - ------- - ---- CONTINUOUS DRIP EDGE d DATE: GUTTERS AND - 1 October 28,2020 III L_ � '-- PROJ NO: DOWNSPOUTS,VERIFY a >51" 4'-28" 5 52" 4'28" 5 LOCATIONS W/OWNER 220031 w FOR DOWNSPOUTS,TYP. 0 > GC 0 VERIFY EXACT WIND S DWG nnE: w AND ROUGH OPENING WITH o 6'-0" OWNER PRIOR TO INSTALLATION 6'-0" GARAGE (3)2 X 1O W12' (3)2 X 10 W12'PLYWOOD "24/16 APA RATED ROOF PLAN, PLYWOOD HEADER OVER WINDOWS DECKING(MIN.) FRAMING HEADER OVER 20 20 20 ICE SHIELD 36"WIDE &ROOF WINDOWS 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15# ROOF FRAMING PLAN DORMER FRAMING PLAN ROOF PLAN ROOF UNDERLAYMENT(ASTM°226 TYPE WI SHINGLE ro TO COMPLY WITH ASTM D 225 IR D 1970 WIND Du+D N» w ��)S ^ RESISTANCE. ASPHALT SHINGLE TO COMPLY WITH L ASTM D 7158 CLASS G OR H,OR ASTM D 3161 A-IN ° (:DSCALE: 1 1'41 CALE: 4"=1'-1 SCALE: 4"=1'-0" T a OF 0 U C) U W _H 2 U K Q W E. H w 0 0Q Z �Q —�� co Z �� 0 U N 0 E, ^^\\O h W� H }7 !,_- C)Y N 0 O /A Q P 3 VR^J Q N o m o O U 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15# >.Q o ROOF UNDERLAYMENT(ASTM D 226 TYPE 1),SHINGLE TO COMPLY WITH ASTM D 225 IR D 1970 WIND a RESISTANCE. ASPHALT SHINGLE TO COMPLY WITH m ASTM D 7158 CLASS G OR H,OR ASTM D 3161 W m N o 24/16 APA RATED ROOF 0Y DECKING(MIN.) c¢ ILL .> CONTINUOUS RIDGE VENT N (2)2X10 SPF#2 RIDGE BOARD L .� m SHIM AT RIDGE AS REQUIRED r TOP OF RIDGE BEAM — 00 00 'a ELEV,@ 17'-0 a""A.F.F. _ a` 30 YR,SELF SEALING ASPHALT SHINGLE OVER 15# ROOF UNDERLAYMENT(ASTM D 226 TYPE 1),SHINGLE \ 2X8 SPF RAFTERS®16"I'O.C. o a TO COMPLY WITH ASTM D 225 IR D 1970 WIND 12 + + + VENTILATED SOFFIT RESISTANCE. ASPHALT SHINGLE TO COMPLY WITH + F ASTM D 7158 CLASS G OR H,OR ASTM D 3161 6 (3)2X10 W N (2)2X1 SPF SS P ��RhT = RIDGE BOARD II / PLYWOOD HEADER ,� QOy Rps�ti1A Q �"24/16 APA RATED ROOF COLLA TIE ?� DECKING(MIN.) INFILTRATION BARRIER TO NON HABITABLE SPACE COMPLY WITH ASTM D226 0 ICE SHIELD 36"WIDE 2x PER IRC(NY TABLE 802A.1(4 ROOF RAFTERS- 2X y oas 6s KNEE KNEE "24/16 APA RATED WALL SHEATHING T CD 2X6 SUBFASCIA WALL 2X12 SPRUCE PINE FIR SS @ 16 O.C. WALL VINYL SIDING OP NV14 ICE SHIELD 36"WIDE IRC NY TABLE R802,5, CEILING JOIST SPANS FOR COMMON LUMBER SPECIES CEILING JOISTS-2X10 SPRUCE PINE FIR SS 17 O.C, 2Xs suBFAscIA PER OL TOP OF PLATE ( 12 @ +_ ELEV.@ 10'-2 1/2"A.F.F. 2X6 SPF#2 STUDS®16"O.C. CONTINUOUS DRIP EDGE 1/2"GYP,BOARD - DOUBLE 2X6 SPF#2 TOP PLATE GUTTERS AND DOWNSPOUTS,VERIFY Z � LOCATIONS W/OWNER FOR CEIL.&WALLS(TYP.) — DOWNSPOUTS,TYP. J O 0 z VENTILATED SOFFIT PROVIDE HURRICANE $ TIE R EACH RAFTER-TYP,ALL 0 ROOF RAFTERS,PROVIDE TIE PER N 0 w MANUF.SPECIFICATIONS, W VENTILATED SOFFIT r- � C A - � - 0 U C14 >k W GYPSUM BOARD ON THE INTERIOR o w w 2 2X6 SPF#2 STUDS O 16"O.C. w z VINYL SIDING � 2 X 6 WOOD STUDS @ 16"O.C. 2 X 6 CONT.P.T.SILL R-21 THERMAL BATT INSULATION, z W INFILTRATION BARRIER TO PLATE W/2'DIA.X 9" VAPOR BARRIER TO WARM SIDE COMPLY WITH ASTM D226 wLONG GALV.ANCHOR "24/16 APA RATED WALL SHEATHING Q BOLT AT 6 O O.C. 2X6 SPF#2 CONT,P.T.SILL PLATE g W/J"DIA.X 9"LONG GALV. w ANCHOR BOLT AT 6'-0"O.C. OL FINISHED FLOOR ajp ELEV.@0'-0"A.F.F, u -- — -�`;.I 7� Z U z Q o M z a Q DID O z N w I-z1 Q I—+ O Zw a N F-- '--11 W N O DATE: K W October 28,2020 PROJ N0: 1 S E C T I O N DWG VLE: SCALE: 2"=1'-0" SECTION 2 J J Q 0 N A-M 2 r 01' 0 0 0 U U W H RIDGE VENT U - _ - zr r ' s..w � !L �I L1I_ �L1 Iy I I ICI r=- 12 L ��l ILL _.-�f-1 r L�\ E _- - o f � II z 12 \\�I1111-, III J 1 JIB I ill LI 1L-11 c Q \ I I I II I ��L liI � _ L li IIILuiLIL i 0 �1 - J�-LLLTI _I LIB�L I_Ll UI 1 1 L�I I�/�TI _I 0 Y N T 1 ~ - - - - _._ -- --- --- -- 00 O Q i 0'i -.. _ - - ..__ _. _ LO T7� T IT I E7 -rt _T yl �Qo c IF �Ii F��._� �!I ---I - 1� �- E11'I-' Q�o RIDGE VENT - T _ I_ _ L r {, J - o TDP OF RIDGE BEAM ,I� - I I I L , II� I I-� � _1�1 �_��L C��-�- Lr- 12 12 -I�', IF,�..._ ~G,I. �IjI�� __ �. -� �L 1�1. ids �E, - n. _ s _ - �� ++ ELEv.@17'-o;'A,FF �_ 1' LIB 1 c �`-I', -_�,^��-li L !III, �_ r > o dill l �I II L1JIl — —��L+� L L�J'�� E� �I_I J t� Ell_=JII��F— Q� m - � - t�� ED 2s J _ jI FI ED3 26 _ J11 ICI-I�-_ILJ_� LLIIL{� - - --------- -- - -- -- __- _-_ -- - - 01-0 - - — o TOP OF PATE L z ELEV. 10'-21l2"A;FF. G 00 77 If III L J L Z _ = r JI a a Hao D a0a T JI IL I- o � I I III Z ® ® ® ��IIL I I�III� I� II � I 11 �� E =1 I �iE�AR LIIL J IL JI III' I I��F L Jo L ��r _ -_ _._ --__ _---- - - I �-- ----y -- a C) p FINISHED FLOOR 43 g5 Q� e'`Ev "A.FF. ACCESS TO GRADE BY OTHERS ACCESS TO GRADE BY OTHERS �� FRONT ELEVATION F OF Ne*y 3 BY OTHERS NOTE:ALL SHUTTERS AND WINDOW TRIM TO BE SUPPLIED&INSTALLED ON-SITE BY THE BUILDER 0 W N J W Z O Q o J O ELEVATION - D A SCALE: 1/4"=V-0" N V) Z — 0 Z W w w -I�Ir - L-ice-I w _ J I_LL IL I J I - w li-J I I , w _ -- _I I_ Q I LLUILLI ul it 1 - Z aL ��L - I L a ��=1 I L �i_I-- 1-1� ILi 1 it I Q ! 1 _ - _ _ - - 411 I� -..-- -C TOP OF RIDGE BEAM TT,��- - I\ I1 y - W T - -' _ - - ELEV- ='!.l- I•-T- _ - i _ _- -..._ o F - �- �F_ m r�-� 1 7-0 A.F.F. - L J_J! 1 J I. _ __ !� RIDGE VENT _ 1 TOP OF RIDGE BEAM L _ 12 I I h -� J�� 1 I'II� E_�- _ - ELEV_@ 1-W A F F Is - N - -- - - L _ I TII � a —_- - -- U L1 iL I U L - - 1 _ 11 1 *� by ? - - ---- - --- F - LLLam_ �. - 4 Ld 7 TOE OF PLATE 10 I@ if2'A.F.F. h _..-.. _ - ' I -J ..,-J_� _ O I _ - -- _ @ T �_ � �� TOP OF PLATE N � ELEV.Q10-212'A.F.F. rw- I��-_-.- 1_L L L 1_'_ r- ® a DATE: ---------- ----------- i- _-- ----------- ^I_----------I _ - cl1lll� r Kf I ® Dsaa ® October 28,2020 �: G�, L—i PROJ N0: 220031. - -- -- -- - ----- ---- -- __ - — DWG TITLE: w FINISHED FLOOR ELEVATIONS LEFT ELEVATION ELEv.@ o'o°A.F.F. _ - r FINISHED FLOOR � - ----- - -' ELEV.@0'0"AF.F.. 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