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BP21-088
PrE'RMIT #l�`©d DATE: :/ �� EXP; SECTION . �7_ BLOCK LOT TYPE OF WORK/f/eW / /Kj_� )CO /Yhdq , 0o&t1Qr JOB LOCATION OWNERQ r i cV VJ ) s �kl�: ,. cps 1e� 33/. 05- c- FEE DATE INSPECTION RECORD DATE FOOTING \� FOUNDATION FRAMING RGH FRAMING - INSULATION PLUMBING 'UGH PLUMBING GAS Cl S !'f?;NKLER ELECTRIC LOVV4OLT ALARM AS BUILT FINIAL ,41)QaCA d 6Q�ay2 JF1?,seol �d 91y) 906-0 36y mil - 09©%37!e`p ,�lar►l / i ,0�71- lla3/i��"O �lec�-ice: OTHER -APPROVALS BOT P8 a�ua����vr�p ZBA OTHER THIS BUILDING MUST BE POSTED WTIH A PERMANENT CONSTRUCTION TYPE IDENTIFICATION SIGN; Y FR PRIOR TO THE ISSUANCE OF A C/O, AS REQUIRED BY NY STATE LAW. ;�S•SUIIT/FINAL SURVEY REG�UIRED PRIOR TO FINAL INSPECTION _ _ - FINISHED BASEMENT NOT *� APPROVED FOR USE A5 A 1•t l ZZ/ SEPARATE APARTMENT OR WELLING UNIT - .ie D _.,._ �,,�,� � � �� LQ.,� ��13 /ao� as VA is cca?s1° GG VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK NO: 22-055 Certificate of Occupan.cp This is to certify that r Q-YC..Y oc ✓ p of, R y e 13Y y O IC._, /V 7 , having duly filed an application on / 1 1 h E 20 requesting a Certificate of Occupancy for the premises known as, �12 � Aycii(J e , Rye Brook,NY, located in a Zoning District and shown on the most current Tax Map as Section: ' 3 5.JS-7 Block: / Lot: "7. and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building �!! Permit No. 'C)?--)t'!7-i issued �4&3 202/, 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: 9—�5 10Y7e ' FCtM d V Construction: Z for the following purposes: I V la r- dwelll*ra cal daza�2c 'i Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FINISHED BASF-MEN] NUT APPROVED FOR USE AS A SEPARATE DWELLING UNIT This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in height shall be made,nor shall the building be moved from one location to another until a permit to accomplish such change has been o tai d the BuiRling Inspector. APR 13 2022 Building Inspector,Village of Rye Brook: Date: e,i4Q Ali +4'h+'1y 4U16 anniumaW VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrook.or� TRUSTEES BUILDING & FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE April 13,2022 Clard Corp 32 Lincoln Avenue Rye Brook,New York 10573 Re: 32 Lincoln Avenue, Rye Brook, New York 10573 Parcel ID#: 135.57-1-9.2 This document certifies that the work done under Mechanical Permit#21-147 issued on 10/14/2021 for the installation of a 1000 gallon underground propane tank has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /to Gt�Lty V�J (co . 19 40A annivmLYW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Fein (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE April 13, 2022 Clard Corp 32 Lincoln Avenue Rye Brook,New York 10573 Re: 32 Lincoln Avenue, Rye Brook,New York 10573 Parcel ID#: 135.57-1-9.2 This document certifies that the work done under Mechanical Permit #21-112 issued on 7/28/2021 for the installation of three condensers,three air handlers and associated ductwork has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /to E C E� v E BUILDINd�'& `I'MENT For office use onl 3D PERMIT# VILLAGE OF RYE BROOK ISSUED: 14- ,9La MAR ' 4 2022 38 KING STRE1 I RYE BROOK,NEW YORK 10573 DATE: VILLAGE OF RYE BROOK (914)939-0668 FEE: PAID ci/ 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 rr•rr♦p►►►►►►►►•►•rra►►►r►►►►►►►►rrr»rr►►►►►►►►►ss►s►rrs•rrrrr►•r►■rra►►►►►►►►►►►•r•rrrr►rrr►►►►►►►►►►►►►►►►►►rr►rrrrer•»• Address: �� Occupancy/Use: S a Parcel ID#: _ — �- oZ P Y p�..rr`j � � ���• '1 � � �� �; Zone: Owner: G t!A R rb R ? Address: ��,�, �u��� a � crr, N�R. N 06 D; P.E./R.A. or Contractor: G K S A h 4 Address:,!2, EU66 e rZis I,V,oA-AR iyoly n y Person in responsible charge: I'j&L I;IW f}rf/� Address: S A I iL Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: I'J A Ley K- _being duly swom,deposes and says that he/she resides at 3 UleO-c -1 r'U- � (Print Name of Applicant) (No.and Street) in 1 Y/{ �I t j A-A k 1 S�l i f ,in the County o Wi t//I C Iz ( Q� in the State of that ity/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ t for the construction or alteration of:_�_ C��L h �,CI Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. t Sworn to before me this Sworn to before me this day of , 20 day of l \CL I—C ,20 Signature of Property Owner r Print Name of Property Owner Iftat Name of Applicant Notary Public NWkk Public SHARI MELILLO Notary Public, State of New York 8/12/2021 1'30. 011j"EF1 EnC83 Qualified in Westchester Countyl Commission Expires Jnnuary 29.20 �yE DRaj�. 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 : 1 10(oc-t`3 yk\J DATE: -1 ` Z Z PERMIT# �+ ISSUED:q( Z SECT: 3��S BLOCK: ` LOT: : W LOCATION: N N '^"� OCCUPANCY: Z� ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS Yip �� 1 C r �-j ��jF.- -i' L� . S�� ►J ❑ L.P. GAS ❑ FUEL TANK A7 F-k. (CL l C� ,✓� �' L -Z a'-a i 2� ❑ FIRE SPRINKLER �13 Q`�f ❑ FINAL PLUMBING G 2 ❑ CROSS CONNECTION 1 --fFINAL OTHER -, � l 1Vt ►J6j S �y� BR°U� Village of Rye Brook ° -- Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 1982' (914)939-0753 Fax(914)939-0242 INSPECTION REPORT Address: Date: zd l Name: � �'���� Location: Permit#: Phone: Email: Work being Inspected: Work Inspected is: Accepted Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: k G�/z Diagram: ' Signature QyE BRQ) BUILDING DEPARTMENT ❑B-JILDING INSPECTOR .®ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK s'r ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - --- -- - - - - - ADDRESS :- DATE. ul -2(0-2) PERMIT# t I �\ 1 ISSUED: w 1 SECT: BLOCK: LOT: LOCATION: J ` ��` czos ' 1 N� OCCUPANCY: -2 i f I ❑ VIOLATION NOTED THE WORK IS... ❑/ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS " L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC��, BUILDING DEPARTMENT dBUILDING INSPECTOR l❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK Cl CODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - -- -- -- - ADDRESS:- [/ ✓` / n�� DATE: L PERMIT#-\ D v) ISSUED: SECT: BLOCK: LOT: - LOCATION: 'l �VL'� 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 a INSULATION � 4 - [] NATURAL GAS % �l ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BR(�k. '9a2 BUILDING DEPARTMENT BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.ors - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - -- - - ---- - - - - ADDRESS :- C�4- - loc- DATE: PERMIT# -7- 1 - L 2 ISSUED: SECT: 7 )BLOCK: LOT:-- LOCATION: OCCUPANCY: � I ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING _ V ❑ ROUGH FRAMING �----- ❑ INSULATION ❑ NATURAL GAS s.-L.P. GAS FUEL TANK ��• ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER PC_BR W G BUILDING DEPARTMENT ❑BUILDING INSPECTOR j 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 : C- U" y "J DATE: �U - PERMIT# ISSUED: 1 CT: BLOCK: LOT: LOCATION: K z- ,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 QyE BR(V�. w � 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR SISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.aebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - -- --- - - - - ADDRESS : �l \ DATE: 2 t - CRC ' PERMIT# 1 :? ISSUED: - �CT: BLOCK: LOT: LOCATION: C) \" OCCUPANCY: Z� y ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING `n FOOTING DRAINAGE DRAINAGE 'y.0 FOUNDATION p UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ' ❑ FIRE SPRINKLER ❑ FINAL PLUMBING Cl CROSS CONNECTION ❑ FINAL ❑ OTHER Q E BR(��. O� ym 1982 BUILDING DEPARTMENT ❑BU DING INSPECTOR SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK [I CODE ENFORCEMENT OFFICER 938 KING STREET - RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - -- - -- - ADDRESS: \ N C ` 6 V ►! Y DATE: Z/ PERMIT# %�� 2-\ b ISSUED:SECT: BLOCK: LOT: LOCATION: 1 V �'" _��` - OCCUPANCY: ❑ VIOLATION NOTED HE WORK Is... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE FOUNDATION ❑ UNDERGROUND PLUMBING bi NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS �� -\c— 1 ❑ L.P.GAS ` YN ❑ FUEL TANK 1 } `� i • ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION 1 ❑ FINAL ❑ OTHER A CNk (4-�-f L \)\` �yE(3R(�k• 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' 2``i 202 �C 2 � PERMIT# ISSUED: SECT: ' BLOCK: LOT: LOCATION: �� _ OCCUPANCY: Z._ R ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED FOOTING _ ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING r ❑ ROUGH FRAMING ❑ INSULATION ( � _ ❑ NATURAL GAS U�V ' �� C J O- SC ❑ L.P. GAS ❑ FUEL TANK < ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER ME BUILDI1 4-b RTMENT D IE IE VILL. OF RY ROOK ID MAR - 7 2022 938 KING Sii*ET RYE BRA,NY 10573 (k14 9 9-0_668' VILLAGE OF RYE BROOK wwwxyiIrooi org BUILDING DEPARTMENT ########################################################################################################### FOR OFFICE USE ONLY: Approval Date: MAR 2 1 2022 Nfermit# Application# Approval Signature: HITECXURAL REVIEW BOARD: Disapproved: : Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# J� Other: Amendment Fee:4 Permit Fee: APPLICATION TO AMEND APPROVED PLANS Application dated: R1 is hereby made to the Building Inspector of the Village of Rye Brook,NY,to amend the approved plans associated with an extdifig 6p&permit,and/or from any prior approvals granted by the approval authority as per detailed statement described below. �1. Job Address: I ('C X_N No y Existing Permit#: f3 Q c;) \ _ D ?)a 2. Parcel ID#: (k_ A a 1-7) si 11 _k_ `ice Zone: C Original Approval Date: �11 ; _ 3. Proposed Amendment(Describe in detail): \C,J --r.>(Lk v V__W 4. 4. Property Owner: L LA2iN C F-, C�(' Address: :J �]Cho c� f� iJ AC>Z2�c�,t ; ►j u S]E n V Phone# _Cell# (fti�t� e-mail (mac,\cl�ccicc� c� �' gM4& Applicant: M RLE V, Sf\(`c y% J Address: 3 6P.�. ��a.�l Q� tc�cC'.:, Phone# Cell# %A C b tt e-mail mm�ek c_a�,� & d; q m u Architect/Engineer: -3n\r\,r, -1 ,,: a J Address: 33 `101f\ \ \�\\ y t;m k tJ a 1 D 0 Phone# kLN A_ :V3�c� Cell# e-mail 5. Occupancy; -Tam. 2-Fam.,Comm.,etc...)Prior to construction: fter construction: A , 6. Will the proposed amendment require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSI,System,FM-200 System,Type I Hood,etc...)Yes:_No: (if yes,you must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineere plans) 7. Will the proposed amendment disturb 400 sq.ft.or more of land,or create 400 sq.ft.or mo a of impervious coverage requiring a Storm water Management Control Permit as per§217 of Village Code?Yes:_No: Area: t sn 2rzo2 1 8. Will the proposed amendment require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: (if yes,you must submit a Site Plan Application,&provide detailed drawings) 9. Will the proposed amendment require a Steep Slopes Permit as per§213 of Village Code Yes: No:K—(if yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 10. Is the lot located within 100 ft of a Wetland as per§245 of Village Code? Yes: No: (if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 11. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: (if yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 12. Will the proposed amendment require a Tree Removal Permit as per§235 of Village Code?Yes: No: ifyes,you must submit a Tree Removal Permit Application) 13. Does the proposed amendment involve a Home-Occupation as per§250-38 of Village Code? Yes: No: N/ Ifyes,indicate: TIER I: TIER II: TIER III: (if yes,a Home Occupation Permit Application is required) 14. Will the proposed amendment result ' gdditional square footage to the building or subject structure, and if so,provide such additional footage here. I 0 (Please submit additional Bulk Regulation Application Pages for review) 15. What is the total added cost of the work associated with the amendment: $ D (The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis.) 16. N.Y.State Construction Classification: N.Y. State Use Classification: 17. Estimated date of completion: 11�(2 Nr This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y.State Licensed Professional Engineer&signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. By signing this application,the property owner further declares that he/she has inspected the subject property,and that to the best of his/her knowledge there are no roof drains,sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this Sworn to before me this day of , 20 day of , 20 Signature of Property Owner Si e o AppLcant !: Print Name of Property Owner t ame of Applicant l^ _ Notary Public Notary Public 2 SHARI MELILLO Notary Public,State of New York No. 0110E6160063 Qualified in Westchcster County Commission Expires Janua.ry 29.20 8/12/2021 C REVI PLA MAR 15 2022 32 Lincoln Ave. DAT D:_ Rye Brook, NY 10573 _ euiLDING DEPARTMENT Changes in impervious coverage @ driveway. AsBuilt......................................................................... 1,424.00 sq.ft. Approved plans .......................................................... 1,299.00 sq.ft. Additional ...................... 125.00 sq.ft. more Even with the extra 125 sq.ft , I am still below the allowed 14,995 sq.ft. The new proposed total will be 8,026 sq.ft. Respectfully, 7 14 Male A. amad tip W 96 a W 00 o b ., N f tr: t N a w � - z � c oQ a. a � Q MRn � A a ¢ Rn W 110 rA z U c "" 9 C i W a c Q M a n U oc 0 W z e f � z CC, C � < 0a = CO CL fs. i A • R EC� EWE BUILI)ING DEPARITMENT0 VIL GE OF RYAB , OK JUL - 6 2021 938 IN ET RYE NY 10573 VILLAGE OF RYE BROOK 14)9 939-5801 BUILDING DEPARTMENT IN 6 ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required ) // FOR OFFICE USE ONLY BP#: C!�--- EP#: �' Approval Date: _ Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) **************** ********************************************************************************* Application dated, ice,I 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. n 1.Address: 3 -.)- L i h c 01 n-) ✓e - SBL: I3 S, Zone: f� 2.Property Owner: C 16i-,< ID . Address: )-3 I°S+ Aetrwil-, l B 60 Phone#: -1 l�- T,0(o - 0 3 0Y Cell#: email: hi It me, 49&4 3.Master Electrician: A Y--1- K v r DT e-C-C-xbc.,r-A-, Address: O &.1c GIL& 3 — rV7 Lic.#: 5"L13 Phone#:fr'ir.K 3-1-Sam Cell#: m Cc,/ 4�L e- et,**iZ Co.h Company Name:_/7�L F�C�'I'�'IZ Address:, 6 - AA1 /,Z�11 4.Proposed Electrical Work/Fixture Count: zla v 1e STATE OF W YORK,COUNTY OF WESTCHESTER ) as: ""e— �640 b, )c6duly sworn,deposes and states that he/she is the applicant above named,and does further (print name ofindividual 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 1Q 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 befo e me this- day of 120 day of " �" 20 Signature of Property Owner Ainature of Applic t Print Name of Property Owner tName of Applicant Notary Public Notary Public SHARI MELILLO Notary Public,State of New York No.01 ME6160063 Qualified in Westchester County Commission Exoires Janus-99 20 3/21/19 STATEWIDE • Service With hitegri�v 1:1 Main Street,Fishkill, NY 12524 1 email.office@swisny.com SWIS JOBAPPLICATION tel845.202.72241 fax914.219.10621 SWISNY.corn I SWISTraining.com Office Use Elect.Permit# Date Bldg Permit# Utility ID# Final Certificate# City/Village _ ..,�o/ Zip �S f 7 Township County Address L C K Cross Street Sect 1q 7 Block Lot 7, Owner Name/Address(if different than above) ��Zt'i( � /� 1 f�.�Ku J� Contact Number Basement ❑1st FL ❑2nd FI. ❑3rd FI. ❑More Than 3 FI. ❑Garage ❑Attic ❑Outside [Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps r , Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw / / Incandescent Fluorescent SERVICE Amperage /Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑New ❑Reconnect rv/>Y'� / ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information D C C IE ME JUL - 6 2021 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. Inspector Date Finalized Inspector# Company Name Date Signature -- Address City/State Zip Code —7�/t License# Phone# State Wide Inspection Services CAD11 1080 Main Street Fishkill, NY 12524 TbVK U 5 845 Phone 914-2194-219-1062 Fax STATE WIDE INSPECTION SERVICES 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: Adco Electric Ciard Corp Arthur Diefenbach 23 Buckout Road PO Box 263 West Harrison, NY 10604 Montgomery, NY 12549 Located at: 32 Lincoln Avenue, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP21-163 135.57 9.2 Certificate Number: 2022-0458 Building Permit Number: 21-088 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: 32 Lincoln Avenue, Rye Brook, NY 10573 The Basement was inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 1st day of February 2022. Name Quantity Rating Circuit Type Receptacles 43 GFCI 09 Switches 28 Smoke Detectors 03 C/O Smoke Detectors 03 Oven 01 Dishwasher 01 Refrigerator 01 Microwave 01 Gas Furnace 01 HVAC System 01 Septic Pump 01 Service 01 200Amp Meter 01 Panel 01 Grounding and bonding of service to current codes. y���� n J Officer: Frank 1. 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. f_ 01 r e 0 r ^r N is �y c o oc o r > u e .—. LL ~ .7 tA _ e = OC � G• 3 • ta ov o . rz, A 0 oc �� w 0 0 w E..i w ti u Z � o � et W M.r z M tA �- r_ s I oz 04 U Ell a. � BUILDING DEPARTMENT LS C I E v IE VILLAGE OF RYE BROOK JUN - 3 2021 01 938 KING STREET RYE BROOK,NY 105 73 (914)939-0668 FAX(914)939-5801 VILLAGE OF RYE BROOK wwxN.ryc:brouk.Org BUILDING DEPARTMENT PLUMBING PERMIT APPLICATION FOR OFFI('E USE ONLY V aea DO PP#: c;)- I'aqO Approval Date: JUN - 7 2 I Permit Fee: $ / (/ Approval Signature: _ Other: Disapproved: (fees are non-refundable) Application dated, ( is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install an or remove Plumbing as per detailed statement described below. The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State, County and Local Codes, 1.Address: 3 a �iGI e. _ 44Ae �( , a��, C9 fit &6 SBL: Zone:Z__Q 2.Proposed Work: tp�l� 3.Property Owner: _�� Address: Phone#: g/S(—Q,(�{G_ �J36� Cell #: email: 4.Master Plumber: P Ti Address: Id ,&Wdyc 'Ysz3 C,q, &U V,., /d57.& Lic.#: .M phone#:SVx__a� - Cell#: 9/Y^ email:weygr= Company Name: + Ar Address: INDICATE FIXTURES& LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Basement Closets Fountains Tubs Tubs Service Service Sewer LP Gas ' I st Floor ! , 'nd Floor 3nd Floor 4'Floor 51 Floor Exterior 5.* List Other Equipment/Provide Details: U % (Notarized Signatures Required Next 2 Pages) -I- 3/21/19 BUILDING DEPARTMENT D IECE WE E VILLAGE OF RYE BROOKJD 938 KING STREET RYE BROOK,NY 10573 FJUN - 3 2021 (914)939-0668 FAX(914)939-5801 is�i K•.ryebrook.ort VILLAGE OF RYE BROOK BUILDING DEPARTMENT 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 APP.:.ICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT, STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: X, Nla,l e k , residing at, ._ 32, 1i/A40 tiy7 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; , Rye Brook,NY. 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. GL_A9— 00(Z C Sworn to before me this p 2— day of LYDIA MERCURIO NOTARY PUBLIC, STATE OF NEW YORK NO. 01 ME4769385 Qualified in Putnam Countyjo yZ---- Commission Expires July 31, -3- 3/21/19 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the ' X*-Z-- IfZt.I SIX N vA V for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to fore me this �nn Sworn to fore me this day of ,20 day of 20 _ Signature of Property Owner Signature of Applicant S AMRD Print I f Property ner Print N of Applicant No LYD� c MERCURIO tary Public NOTAR PUBLIC, STATE OF NEW YORK LYDIA MERCURIO NOTARY PUBLIC, STATE OF NEW YORK NO. 01 ME4769385 NO. 01 ME4769385 Oualified in Putnam County Oualified in Putnam County Commission Expires July 31,, �)?��� Commission Expires July 31,2p2,2— 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. 3/21/19 !`1 Y t, (14 0 o E Gti n � 40 � > 3 , m U ham = ° woq t' O 90 0 G' id- O d ° in 72 C OO L Y+1 W > vi V t w �"" O � C^ Q e � �. � � 0.� � C ■ a Q c u 5 ua M••� O v, 3 z ' b R " � m � co i , r'• w 3 � � a � � � � lw � � m C O v w � w Z Z U 8 ci 8 4' r , rsl Z W C Q .a e o ; 1 o ON t W F ►..� M U oo .a 4 o f � -o Z x i U W e . y a o t s h z � rl 0 V » E '�aa`� U m r 00 moo C MCI Z a Qi u w 4 Q C 0 u a. t W Z a GG W �Z �' a � A W a Q U x 4 ^ ; � � � � c �► g t ZO G4 �- W O oo w r ... U F a Y16 o a IL e t Z .. `� 0 zSrA 4e � o � _ w G1G UUi � x Z � 3 Z F•� � O �.i •o G V C U g E `a N CIL o o ~ r.� Isr r.� m 2 f% FL- u ro C n f �n ? BUILDJNG.MPARTMENT D IE C IE � V VILLA E OF RYE,BROOK JUL 2 8 2021 938 KING STltt�ET RYE BRoox,NY 10573 (914)939,0668 (914)939-5801 www. b(914) 3 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: PERMIT#: 14 01'11 Cam- Approval Date: J U 2 8 Permit Fee: $�J p C)O �/ 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#C 105.2 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, e (t 7f(t1 is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws,codes,rules and regulations. 1. Address: 3 A L',N C e) t tJ Not--- SBL: 13 5 5`� _ 1_of.2-Zone: V,_ 2. Property Owner: C _p t2o CQ9,e Address: �Ra . Phone#: Cell#: (-51U) 906 _re $$O email: V c1� 3. Contractor: VN C Address: Z- . Ck V C4 b� Af / M e .�.OV-4h Phone#: Q ry Cis 1z �a Cell#: 7 l_!f S I,;;- ltst 0 email: w, Act Q V a C 4. Applicant: Address: Phone#: Cell#: email: 5. Scope of Work:New Installation(/f•Replacement( )•Removal( )•Other( ): 6. List Equipment: �.t U S CC7 Y cx- - Se t-/ (7 UN ju W%f I- t-tA/ 'Ju d Y K 7. Location of Equipment: ( Q VA A t� wl r t-I�c-.� Y cif lkt) o M I WU 4- -�> D v �- dt4 Oy �,J v\�c 1-�) ��C4 arc A vS e l�e.�v-� w t.►� ds w 8. Method of Installation/Removal(list all equipment needed to perform job): 1 3/21/19 ' 1 STATE OF NEW YORK,COUNTY OF W TCHESTER ) as: L_ i�l'� etng duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the w], 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 thenr Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this i I Sworn to before me this 0 day of ,20—Z— day of �7 v�/ 20 T/ p roperty O er Signature of Applicant R — SRcc�P.t1 ", AZ-� Print Name of Prop rty caner Print N plicant V\_" Notary Public No blic AMCYARi o N JOHN DIONISIO MqH� ublic,State of New Yak No.60-491427e Notary Public State Of New York ualiled in Westchestor County $1r, tiiicate Filed in Now YorkCo Qualified - Westchester County ission Expires Dec.�,20 # 01014804045 EX D• 9/30/22 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 3/21/19 HBXB-HW Series Hydronic Air Handier, without Pump ® Cooling or Heat Pump / HW Heat 1 .5 - 5 Tons, up to 131 ,700 BTUH Heating The HBXB-HW air handler is designed for use with today's high ef- ficiency split-system condensing units, heat pumps, hot water boilers, and Tankless Water Heaters. Boiler applications:The HBXB-HW can be directly wired to a boiler without adding additional relays or related controls. Multiple air handlers can be connected to a single boiler to provide comfortable, efficient, whole house hydronic space heating. Tankless Water Heater applications: For Tankless Water Heater applications, install the optional high capacity flow control module (#940-2CV) in the piping between the Tankless Water Heater and the HBXB-HW air handler. Cooling efficiencies are up to 15 SEER, depending on the outdoor condensing unit or heat pump model. First Co's customer is . ultimately responsible for confirming which fan coil models p are compatible with selected outdoor unit(s)and which expan- sion valves(if any)are required. To determine certified indoor/ �► outdoor combinations, go to www.firstco.com or contact the Gfactory. Standard Features: •Multi-function micro-processor circuit board with these standard features: •Blower Start Relay-Eliminates field installed boiler relay,allowing direct wiring from the boiler to the air handler •Blower-on fan delay-(heating mode)-preheats the HW coil for 45 seconds. •Blower-off fan delay-(heating and cooling models)- blower continues to operate for 45 'j_ seconds after thermostat is satisfied,for increased efficiency. •120V or 24V zone valve control-The micro-pro- cessor powers either 120V or 24V field supplied motorized zone valves. • Factory or field installed R-410A TXV(cooling or heat pump operation) (non-bleed type) • Manual Air Vent on hot water coil • Blower door shut-off switch(except 60HBXB-HW) • Slide out hot water coil for easier service • Copper tube heating and cooling coils • Compatible with all major brands of split condensing units and heat pumps • Attractive baked-on powder coated cabinet • Primary and secondary condensate drain connections • Easily accessible 1"filter • Cabinet air leakage is no more the 21.when tested in accordance with ASHRAE 193 Optional Accessories: (see p.2) •Freeze Protector- Reduces the possibility of the water coil freezing by switching the unit to the heating mode if the water temperature is nearing freezing conditions. •High capacity Flow Control Module for Tankless Water Heater applications(#940-2CV) FIRST CO.- P.O. Box 270969 - Dallas, Texas 75227- Ph. (214)388-5751 - Fax (214)388-2255-www.firstco.com WATER HOT 7/8'O.D.0 ONNECTIMNHBXB-HW Series 0-1/ on60 XB-H DX COOLING �G— I 3�— I H—� r OPENING HW HEATING WATER --------------- WATER OUT -------- IN ---------- -----1 HOT WATER COIL --- ------�--- 0o�-24V WIRING I I o ,HTERTF� ; i ELECTRICAL COMPARTMENT POWER SUPPLY HORIZONTAL i t (K.O.(both sides) A TOU CONVERTIBLEDRAIN PAN :AIRFLOW; COOLING COIL DIRECT`` S EXPANSIONQSTE o,o 1 1 W__FILTER CO(ALOSWECAr)N9 4 E 0 1 I f F I�— D�I (See PA for Model Numbers) DRAIN CONNECTINS 3/4 MPT ACCESSORIES BLOWER DATA UPFLOW/HORIZONTAL ONLY UNIT MIN. MAX. MOTOR CFM vs.EXTERNAL STATIC PRES- (field installed) MODEL N0.AMP5 CKT. CWE SPEED SURE (12OV) AMPACm' PROTECTION CONN. 0.05 0.10 0.20 0.30 0.40 0.S0 HIGH 810 780 715 650 580 500 FLOW CONTROL MODULE 18HBXB-HW 1/5.28 3.5 15 MED, 680 655 60D 545 490 420 MED.LOW 53o soy 460 415 360 zss PART NUMBER FOR LOW 350 325 270 220 160 --- HIGH 950 920 855 790 720 645 940-2CV 18-60HBXB-HW 24HBXB-HW 115.5.1 6.38 15 MED. 860 835 785 720 650 580 LOW 780 755 705 650 590 510 HIGH 112 11095 1045 995 940 880 NOTE: 3oHBXB-HW 1/5-5.1 638 15 MED. 850 W 810 780 740 690 Flow Control Module is required when LOW 1 680 1 670 655 625 585 510 HIGH 13w ,3,0 ,250 „90 „20 ,oso connecting to individual Tankless Water 36HBXB-HW 112.8.5 1063 15 MED. 1290 1260 1200 1140 1080 IWO Heaters. Contact factory for assistance. LOW 1200 1170 1120 1070 1010 940 HIGH +810 1780 1720 1660 1590 +530 48HBXB-NW 314-10.7 13.38 /5 MED. 1570 1550 1510 1460 1400 1340 LOW 1280 1260 1220 1180 1130 1050 HIGH 2160 2125 2055 1980 1895 1810 60HBXB-NW 1-115 14.38 15 MED. 1865 1840 1785 1710 1620 1525 EXPANSION VALVE KITS LOW 1560 1540 1490 1435 1365 1260 (Field installed)(cooling only or heat pump) NOTES: PART NUMBER 1.All models are approved for installation with 0"clearance to combustible R22 FITS materials. 2.Use 48HBXB-HW for 3.5 ton applications and field-convert fan motor to 9EVR22-4 18/24HBXB-HW medium speed. 9EVR22-5 30/36HBXB-HW 9EVR22-6 48/60HBXB-HW R-410A 9EV R410-3 18/24HBXB-H W PHYSICAL DIMENSIONS 9EVR410-4 30/36HBXB-HW UNIT FILTER 9EVR410-5 48/60HBXB-HW MODEL A B C D E F G H SIZE NOTES: 18HBXB-Hw 1. Above expansion valve kits are approved for 24HBXB-Hw 40 20 20 18-1/2 16 2 18 16 t8 X 20 X t both cooling only(non heat pump)and heat 3oHeXe-Hw pump applications. 36HBXB-HW 42 23 20 21-1/2 16 2 18 19 20 X 22 X 1 2. Valves are non-bleed type. Field added. Hard start kit may be required. 48HBXB-HW 48 28 21-1/4 26-1/4 17-1/4 2 18 24 20 X 25 X 1 3. Valves have screw-on connections. 60HBXB-HW 52 28 25-1/4 26-1/2 21-1/4 2 22 24 14 X 24 X 1 (2 required) COIL CONNECTIONS UNIT LIQUID SUCTION FREEZE PROTECTOR SIZE KIT NUMBER FOR 18/24 3/8 5/8 30/36 3/8 3/4 941-1 18-60HBXB-HW 48/60 1/2 7/8 -2- Madel Numbers: FACTORY INSTALLED TXV MODEL SIZE MODEL MODEL (BTU) (PISTON) (R-410A TXV) 18,000 18HBXB-HW 18HBXB-HW R410 TXV 24,000 24HBXB-HW 24HBXB-HW R410 TXV 30,000 30HBXB-HW 30HBXB-HW R410 TXV 36,000 36HBXB-HW 36HBXB-HW R410 TXV 42,000/48,000 48HBXB-HW 48HBXB-HW R410 TXV 60,000 60HBXB-HW 60HBXB-HW R410 TXV All TXV's are approved for cooling only or heat pump operation (non-bleed type). NOTE: Expansion valve requirement depends on the selected outdoor unit. Go to www.firstco.com or contact the factory for assistance. PERFORMANCE DATA BTUH(1000)AT NOM. MOTOR C' P.D. UNIT GPM ENTERING MODEL COOLING SPEED 0.3 (FT. WATER TEMPERATURE BTUH CONN. ESP (HTG) WTR.) 120°F F 140°F 160°F 180°F 4 2.0 18.0 25.2 32.4 39.6 HIGH 650 3 1.1 17.2 24.1 31.0 37.9 2 0.5 15.9 22.3 28.7 35.1 4 2.0 16.3 22.9 29.4 35.9 18HBXB-HW 18,000 MED. 550 3 1.1 15.7 22.0 28.2 34.5 2 0.5 14.6 20.5 26.3 32.2 4 2.0 14.0 19.6 25.2 30.8 MED.LOW 420 3 1A 13.5 18.9 24.3 29.7 2 0.5 12.7 17.8 22.9 27.9 4 2.0 20.3 28.5 36.6 44.7 HIGH 800 3 1.1 19.4 27.1 34.9 42.7 2 0.5 17.9 25.0 32.2 1 39.3 4 2.0 19.2 26.9 34.6 42.3 24HBXB-HW 24,000 MED. 725 3 1.1 18.4 25.7 33A 40.4 2 0.5 17.0 23.8 30.6 37.4 4 2.0 18.0 25.2 32.4 39.6 LOW 650 3 1.1 17.2 24.1 31.0 37.9 2 0.5 15.9 22.3 28.7 35.1 6 7.5 25.9 36.3 46.7 57.0 HIGH 1000 4 3.6 24.4 34.2 44.0 53.8 2 1.0 21.1 29.6 38.0 46.5 6 7.5 22.4 31.3 40.3 49.2 30HBXB-HW 30.000 MED. 780 4 3.6 21.2 29.7 38.2 46.6 2 1.0 18.5 26.0 33.4 40.8 6 7.5 19.6 27.5 35.3 43.1 LOW 625 4 3.6 18.7 26.2 33.7 41.1 2 1 1.0 16.6 1 23.3 29.9 36.5 6 7.5 28.8 40.3 51.8 63.3 HIGH 1200 4 3.6 27.0 37.9 48.7 59.5 2 1.0 23.2 32.4 41.7 50.9 6 7.5 28.0 39.2 50.4 61.5 36HBXB-HW 36,000 MED. 1140 4 3.6 26.3 36.9 47.4 57.9 2 1.0 22.6 31.7 40.8 49.8 6 7.5 27.0 37.8 48.6 59.4 LOW 1070 4 3.6 25.5 35.7 45.8 56.0 2 1.0 22.0 30.8 39.6 48.4 7 3.8 48.2 67.5 86.8 106.1 HIGH 1660 5 2.1 45.5 63.7 81.9 100.1 3 0.8 40.7 57.1 73.4 89.7 7 3.8 44.7 62.6 80.5 98.3 48HBXB-HW 48,000 MED. 1460 5 2.1 42.3 59.2 76.1 93.0 3 0.8 38.0 59.3 68.5 83.7 7 3.8 39.1 54.8 70.4 86.1 LOW 1180 5 2.1 37.1 52.0 66.9 81.7 3 0.8 33.7 47.2 60.7 74.2 9 5.1 58.5 81.9 105.3 128.6 HIGH 1980 7 3.3 56.1 78.5 100.9 123.4 5 1.9 52.5 73.5 94.5 115.5 9 5.1 53.6 75.1 96.5 117.9 60HBXB-HW 60,000 MED. 1710 7 3.3 51.6 72.2 92.8 113.5 In keeping with its policy of continuous 5 1.9 48.5 68.0 87.4 106.8 progress and product improvement, 9 5.1 47.9 67.0 86.2 105.3 First Co.reserves the right to make LOW 1430 7 3.3 46.1 64.6 83.1 101.5 5 1.9 43.6 61.0 78.5 95.9 changes without notice. Maintenance for all First Co.products is available NOTES: under"Product Maintenance"at www. (1) Heat BTU is at 650 Entering Air Temperature. firstco.com. (2) Units are shipped with motors connected to high speed for cooling and medium speed for heating. -3- APPLICATION GUIDELINES (for Boilers) Zone Valves Install a motorized valve with each air handler to control flow to that zone as required. TYPICAL WIRING SCHEMATIC FOR MULTIPLE ZONE CONNECTIONS WITH ZONE VALVES 24 VOLT 24 VOLT CLASS 2 WIRING 4 CONDUCTOR CLASS 2 WIRING CLASS 2 WIRING 4 T -0 --- ..............t T ......... ;..., G ------------ G G G HBXB-HW HBXB-HW W ----------- W FAN COIL i i i FAN COIL W ------------ W R R 24V♦-. .- ? 24V R R -24V-9 r zav y C C Y BRN BRN 24V REMOTE ' l + 24V REMOTE THERMOSTAT T PIGTAIL LEADS FOR T T PIGTAIL LEADS FOR THERMOSTAT MOTORIZED VALVE MOTORIZED VALVE 40- NOTE! CAP OFF BOILER NOTE. CAP OFFS CONDENSER BROWN IF NO I I BROWN IF NO CONDENSER CONTACTOR CONDENSING UNIT / MV MV CONDENSING UNIT CONTACTOR IS USED 24V MOTORIZED 24V MOTORIZED IS USED ZONE VALVE ZONE VALVE TYPICAL WIRING SCHEMATIC FOR MULTIPLE ZONE CONNECTIONS TO TACO SR-504/506 SWITCHING RELAY 24 VOLT 24 VOLT CLASS 2 WIRING CLASS 2 WIRING CLASS 2 WIRING T 9--------- --- ---------- ---- ---------- .+ T J -0....-... .. ...-. G - G HBXB-HW : =------ ------ 0--THBXB-HW W -------- -- W FAN COIL FAN COIL W ------------ W R R xwi i i ? -0-24V R ------------- R 24V♦ -4-24V Y - C C Y BRN BRN 24V REMOTE + F. 1 :O g= zB g zg } 24V REMOTE rA THERMOSTAT 50 THERMOSTAT gR Spy SWITCHING RELAY NOTE: CAP OFF Igo00.9m a6 BB aO.mmNOTE: CAP OFF -� CONDENSER BROWN IF NO 1 I BROWN IF NO CONDENSER CONDENSING UNIT / 120V CIRCULATOR CONDENSING UNIT / CONTACTOR CONTACTOR IS USED CONNECTIONS IS USED T 4: BOILER T -4 Catalog No. HBXB-HW1117 (Replaces HBXB-HW0517) -4- HBXB-HW Series Hydronic Air Handler, without Pump OF Cooling or Heat Pump / HW Heat 1.5 - 5 Tons, up to 131,700 BTUH Heating The HBXB-HW air handler is designed for use with today's high ef- ficiency split-system condensing units, heat pumps, hot water boilers, and Tankless Water Heaters. Boiler applications:The HBXB-HW can be directly wired to a boiler without adding additional relays or related controls. Multiple air handlers can be connected to a single boiler to provide comfortable, efficient,whole house hydronic space heating. Tankless Water Heater applications: For Tankless Water Heater applications, install the optional high capacity flow control module (#940-2CV) in the piping between the Tankless Water Heater and the HBXB-HW air handler. Cooling efficiencies are up to 15 SEER,depending on the outdoor condensing unit or heat pump model. First Co's customer is ultimately responsible for confirming which fan coil models are compatible with selected outdoor unit(s)and which expan- sion valves(if any)are required. To determine certified indoor/ t outdoor combinations,go to www.firstco.com or contact the factory. Standard Features: •Multi-function micro-processor circuit board with these standard features: •Blower Start Relay-Eliminates field installed boiler relay,allowing direct wiring from the boiler to the air handler •Blower-on fan delay-(heating mode)-preheats the HW coil for 45 seconds. •Blower-off fan delay-(heating and cooling models)- blower continues to operate for 45 seconds after thermostat is satisfied,for increased efficiency. I •120V or 24V zone valve control-The micro-pro- cessor powers either 120V or 24V field supplied 1 motorized zone valves. • Factory or field installed R-410A TXV(cooling or heat pump operation) (non-bleed type) • Manual Air Vent on hot water coil • Blower door shut-off switch(except 60HBXB-HW) • Slide out hot water coil for easier service • Copper tube heating and cooling coils • Compatible with all major brands of split condensing units and heat pumps • Attractive baked-on powder coated cabinet • Primary and secondary condensate drain connections • Easily accessible 1"filter • Cabinet air leakage is no more the 2%when tested in accordance with ASHRAE 193 Optional Accessories: (see p.2) •Freeze Protector-Reduces the possibility of the water coil freezing by switching the unit to the heating mode if the water temperature is nearing freezing conditions. •High capacity Flow Control Module for Tankless Water Heater applications(#940-2CV) FIRST CO.-P.O. Box 270969-Dallas,Texas 75227-Ph.(214)388-5751 -Fax(214)388-2255-www.firstco.com HBXB HW Series (1-1/80OD.onA60 WATER COIL 7/8'O.D.CONNECTION DX COOLING 4 C 0 14 B WATER III OPENING •I I�WATER 3'�I I~H—♦I I 1 HW HEATING our �___________- IN �______________ -------------- -------------- HOT WATER COIL - --f------ --- o o-4—24V WIRING 'N o IERTF i ELECTRICAL '*1 • COMPARTMENT POWER SUPPLY A HORIZONTAL • i (K.O.(both sides) �M CONVERTIBLE ' I DRAIN PAN AIRFLOW: COOLING COIL DIRECT ,--•1 `` us EXPANSION o i 0STEO o'0 FILTER — COIL WECATI)NS I -4 —EMI IMF I�D 1-I (See PA for Model Numbers) DRAIN CONNECTINS 3/4 MPT ACCESSORIES BLOWER DATA UPFLOW/HORIZONTAL ONLY UNIT MOTOR MIN. MAX. MOTOR CFM n.E)(TERNAL STATIC PRES- (field installed) MP-AMPS CKT_ CKT. SPEED SURE MODEL (120V) AMPACITY PROTECTION CONN. 0.05 0.10 0.20 1 0.30 0.40 0.50 HIGH eta 780 715 sso SeD Soo FLOW CONTROL MODULE 18NBXB-NW 1/5-2.8 3.5 15 MED. 680 655 600 545 490 420 MED.LOW 530 505 460 415 360 295 PART NUMBER FOR LOW 350 325 270 220 160 -- HIGH 950 920 855 790 720 645 940-2CV 18-60HBXB-HW 24HBXB-HW 1/5-5.1 6.38 15 MED. 860 835 785 720 650 5e0 LOW 780 755 705 650 590 510 HIGH 1120 1095 1045 995 940 880 NOTE: 30HBXB41IW 115.5.1 6.38 15 MED. 850 ew 810 780 740 690 Flow Control Module is required when LOW 680 670 655 625 585 510 q HIGH 1340 1310 1250 1190 1120 1050 connecting to individual Tankless Water 36HBXB-HW 1/2-8.5 10.63 15 MED. 1290 1260 1200 1140 1090 1000 Heaters. Contact factory for assistance. LOW 1200 1170 1120 1070 1010 940 HIGH 1810 1780 1720 1660 1590 1530 48HBXB-HW 3/4-10.7 13.38 15 MED. 1570 1550 1510 1460 1400 1340 LOW 1280 12601 12201 11 so 1130 1050 HIGH 2160 2125 2055 1980 1895 1810 6oMexe-Hw 1-11 s 1s.36 15 MED, 1865 164o nes m0 1. 1525 EXPANSION VALVE KITS LOW 1560 1540 1490 1435 1365 1260 (Field installed)(cooling only or heat pump) NOTES: PART NUMBER 1.All models are approved for installation with 0"clearance to combustible materials. R22 FITS 2.Use 48HBXB-HW for 3.5 ton applications and field-convert fan motor to 9EVR22-4 18/24HBXB-HW medium speed. 9EVR22-5 30/36HBXB-HW 9EVR22-6 48/60HBXB-HW R-41 OA 9EV R410-3 18/24HBXB-H W PHYSICAL DIMENSIONS 9EVR410-4 30/36HBXB-HW UNIT FILTER 9EVR410-5 48/60HBXB-HW MODEL A B C D E F G H SIZE NOTES: 18HBXB-HW 1. Above expansion valve kits are approved for 24HBXB-HW 40 20 20 18-1/2 16 2 18 16 18 X 20 X 1 both cooling only(non heat pump)and heat 30HBXB-HW pump applications. 36HBXB-HW 42 23 20 21-1/2 16 2 18 19 20 X 22 X 1 2. Valves are non-bleed type. Field added. Hard start kit may be required. 48HBXB-HW 48 28 21-1/4 26-1/4 17-1/4 2 18 24 20 X 25 X 1 3. Valves have screw-on connections. 60HBXB-HW 52 28 25-1/4 26-1/2 21-1/4 2 22 24 14 X 24 X 1 (2 required) COIL CONNECTIONS UNIT LIQUID SUCTION FREEZE PROTECTOR SIZE 18/24 3/8 5/8 KIT NUMBER FOR 30/36 3/8 3/4 941-1 18-60HBXB-HW 48/60 1/2 7/8 -2- -E- •6ulleay jo;paads wnlpew pue 6ull000 jo;paads y614 of paioeuuoo sjolow yilm pedd14s eje silun (a) wo3 o31sjl; •ajniejadwal ny 6uuaiu3.99 le s,nie leaH (l) •mmm le,aoueuejuleVy 13npojd.japun :S31ON elgellene sl slonpojd•00 isjld lle jo; aoueuaiulellll •901iou in04j!m sebueg3 6'96 S'9L 0"L9 9"e> 6 L s aNew of I46u ay 1 Samesaj-oo lsjij 9101 Ves 9"09 L'917 EB L OE91 mol £"Sol Z'99 0'L9 6"L4 L'S 6 'luawanojdwl lonpojd pue sse16oid e'901 9"Le o'es sev s'L s snonuliuoo;o hilod Sl!ql!m 6uideeN ul S'ell 9Z6 Z'ZL 9"Ls e'E L OLLL 03W 000.09 MH-exeH09 6'L l L 9"96 L'SL 9 es Vs 6 S'S L L 9"116 S'EL S ZS 61 S 4"£Zl 6'001 9'8L L'99 E'E L 0961 HOIH 9'9Zl a90L 619 9'89 L's 6 Z,tQ L"09 3'L4 L'EE 80 C L'L9 699 0'ZS L LE L'Z 9 Oell mol 198 VOL 8'119 L"6£ 9'E L L'68 9'99 E'69 0"BE 8'0 £ 0'e6 L"9L Z'6S EZ4 L"z S 096L 03W OOO'84 MH-SXBHOV E'96 TOO 9•Z9 L'" et L L'69 6'eL VLS L 09 WO e 1001 618 L'E9 99t, LZ s 099L HEM L"90L 9'99 9'L9 Z'84 8"e L 4"B6 9"6C 8"0E O zZ 0'1 z 099 8'94 L'SE 9S? 9'e 4 OLOL mol $1 69 9'e6 8ZE 0 LZ S'L 9 8"60 a"OD L"lE 9Zz 0"1 z 6"LS 4"L9 6'9E E"9z 9"E 4 0>ll '03W 000'9E MH-SIX6149E 9"19 4"09 Z'6E 0'9Z S"L 9 6'09 L L4 4'ZE Z'EZ 0'L z S'69 L'e4 6'Le O'LZ 9'E 6 ME HOIH E'E9 8"LS E'04 8'82 S"L 9 9"9e 6'62 e'ez 9'9L 0'L z L'L4 L'ee z'92 Lei 9'C 4 SZ9 mol L'E4 Use s•LZ 9'61 S"L 9 8'04 4'EE 0.9z S"eL 0"L z 9'911 Z8£ L'6Z z"LZ 9"e 4 08L '33W 000,0E MH-eXBHOE Z"64 E 04 C'M 4'ZZ S'L 9 9"99 O'ee 9'6Z l'Lz 0'1 Z 8"ES 0'" Z'Ye 4'4Z 9'E 0 0001 HEM O'LS L,94 619E 6'SZ SZ 9 VsE L,9z EZz 691 S'0 Z 6'LC 0'LE Vtlz ELL L"L E 099 mol 9,6E 4ze Z'SZ 0'9L 0'Z 9 4'LE 9 0£ 8'Ez OIL 9'0 Z Vot, L'Ec L'se 11"9L L'l C SZL 03W OOO,VZ MH-eXBHVZ E'Z4 9'11e 6'9Z a 61 0'Z C e'6£ Z'ZE 0'SZ 6'Ll so z L'ZY 614E 1 L2 461 VI E 009 HOIH L'" 9'9£ 9 9z C OZ 0'z Y 6'LZ 6'ZZ BZL LEI 50 z L'6Z £'9Z 6'6L s'el L'L a Ozb MOl'03W 8,0E z"SZ 9'6l 0'4L OZ 4 Z'ZE E9z TOE 941L s"0 2 9'4E z"8Z OZZ L'SL Ll E Ogg '03W 000•9L MH-SXSHSL 6'Se 11'6z 6 Z2 6 91 0'z 9 CSe L"8z e'ZZ 6'9L 9'0 z 616 0'L£ I'VE 2'LL L'L E 099 H°JIH 9,6E 9"ZE Z'Sz 0'8L 0'Z 4 tlo09L do09L do061 jooZl tl1M ('OlH) •NN03 Hnle 1300W 3tln1Vtl3dW31 tl31VM •yj) V e'0 Q�i 033dS ONf1003 ONItl31N3 •O•d Wd0 W33 UOlOW 'WON llNn lV(ooOL)Hnle VIVO 33NVWtlOdtl3d •aouelslsse jolt Ajoloel a4l loeluoo jo woo•oolwil-mmm of 00 -pun joopino pal3alas ay3 uo spuadep juawajlnbei anleA uolsuedx3 :31ON •(edAl paelq-uou) uoije,lado dwnd jeaq jo Aluo 6u11003 J01 panaldde a.Ie S1AXl Ild AXl OH7H MH-8X8H09 MH-8XSH09 000'09 AXl OH78 MH-8XSH917 MH-BXIBH917 000'917/000'Zb AU 0LNJ MH-8X8H9£ MH-8XSH9£ 000'9£ AXl 0l178 MH-8XSH0£ MH-8XSH0£ 000,0E AXl 0Lt7H MH-8X8HbZ MH-8XSHbZ 000'17Z AU Olba MH-8X8H9L MH-8XSH91 000'91 (AXl VOWED (NO1SId) (file) 134OW 13O0W MIS 13a0W AU 0311d1SNI AU0i3dd :saagwnN 10poW APPLICATION GUIDELINES (for Boilers) Zone Valves Install a motorized valve with each air handler to control flow to that zone as required. TYPICAL WIRING SCHEMATIC FOR MULTIPLE ZONE CONNECTIONS WITH ZONE VALVES 24 VOLT 4 CONDUCTOR 24 VOLT CLASS 2 WIRING CLASS 2 WIRING CLASS 2 WIRING -T -4, .......... .................0--T - .. ... .......... G G G ...... ..... G HBXB-HW -T -0........ ....... ......... ..........HT - HBXB-HW W ------------ W FAN COIL i i i FAN COIL W ------------- W R R -24V-&-. - .... ....0-24V- ------------ R -24V-T 9--24V- y C C y 24V REMOTE RN 24V REMOTE PIGTAIL LEADS FOR PIGTAIL LEADS FOR THERMOSTAT T T THERMOSTAT MOTORIZED VALVE MOTORI ZED VALVE NOTE: CAP OFF BOILER NOTE: CAP OFF CONDENSER BROWN IF NO I MV MV 1 BROWN IF NO CONDENSER CONTACTOR CONDENSING UNIT CONDENSING UN CONTACTOR IS USED 24V MOTORIZED 24V MOTORIZED IS USED ZONE VALVE ZONE VALVE TYPICAL WIRING SCHEMATIC FOR MULTIPLE ZONE CONNECTIONS TO TACO SR-504/506 SWITCHING RELAY 24 VOLT 24 VOLT CLASS 2 WIRING CLASS 2 WIRING CLASS 2 WIRING - -T -W-------- ----------- - ---- ---------------W-T - -----------41- G G G G% T -0........ ......... i -0--T - HBXB-HW HBXB-HW W ----------- W FAN COIL i i i FAN COIL W W R R -24V� 24V- R R 2AV-11P 24V- Y C C --- r BRN BRN 24V REMOTE TACO 24V REMOTE THERMOSTAT • SR 504 M-90, THERMOSTAT SWITCHING RELAY -0- NOTE: CAP OFF NOTE CAP OFF \ CONDENSER BROWN IF NO ................. BROWN IF NO CONDENSER CONTACTOR CONDENSING UNIT 120V CIRCULATOR CONDENSING UNIT CONTACTOR IS USED CONNECTIONS IS USED T 0: BOILER T -4 Catalog No. HBXB-HW1 117 (Replaces HBXB-HW0517) -4- Legacy' with 1 aw 1 1 1 i 010 Product Data INDUSTRY LEADING r_ FEATURES / BENEFITS Efficiency • 13 SEER/up to 11 EER ..'"f'�p.......... (based on tested combinations) �{��N�� ��1���� � • Micro tube Technology " refrigeration system Indoor air quality accessories available Ii�I��I� I�IIIIII �����ll� 1I Sound �II ��IIIII��Illll�u�l'IIIII� • Sound level as low as 71 dBA �N�IN1�I��IIIIIIIIIIINIII�IIII Comfort I�IIII�I(I�IIIIIIIIIIIIIIII�I N i II • System supports Thermidistat- or standard thermostat 1UIIf1IlIII1IlIII �I INII��I) controls ��I� HI"IIIIIIIIIIIII�IIIIIIIIIIIII) Reliability �IIIIIII�INIIIIIIIIIIIII IIIIIIIIIpIIIII�III • Non-ozone depleting Puron®refrigerant • Scroll compressor • Internal pressure relief valve • Internal thermal overload • Filter drier Neon. • Balanced refrigeration system for maximum reliability Durability Bryant's Air Conditioners with Puron® refrigerant provide a DuraGuard' protection package: collection of features unmatched by any other family of • Solid,durable sheet metal construction equipment. The 113A has been designed utilizing Bryant's • Dense wire coil guard non-ozone depleting Puron refrigerant. • Baked-on,complete outer coverage, powder paint NOTE: Ratings contained in this document are subject to Applications change at any time. Always refer to the AHRI directory . Long-line - up to 250 feet(76.20 m) total equivalent (www.ahridirectory.org) for the most up-to-date ratings length, up to 200 feet (60.96 m) condenser above information. evaporator,or up to 80 ft.(24.38 m)evaporator above condenser(See Longline Guide for more information.) • Low ambient (down to -20°F/-28.9°C)) with accessory kit MODEL NUMBER NOMENCLATURE 1 2 3 4 5 6 7 8 9 10 11 12 14 N N N A A/N N N N N AM A/N N A 1 1 3 A N A 0 3 6 0 N 0 0 Product Tier SEER Major Voltage Grille Cooling Capacity Design Region Not Defined Series Family Series Variation Variation N=208-230-1 1=AC Legacy RNC 3=13 SEER P=208/230-3 A=Dense 1`nW�Btu N- North E=460/3 Peron ' _ c UL us Use of the AHRI Certified TM Mark indicates a manufacturer's participation in the program For verification , of certification for individual products,go to ISO 9001 www.ahridirectory.org. QMl-SAI Global STANDARD FEATURES Feature 18 24 30 36 42 48 60 Puron Refrigerant X X X X X X X SEER 13 13 13 13 13 13 13 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 Dense Grille X X X X X X X X=Standard 2 PHYSICAL DATA UNITSIZE-SERIES is 024-H 030-G 030-E 036-I 1 036-E 042-C 048-J 048-E 080-H 060-G (VOLTAGE) (N) (N) (N) (P) (N) (PE) (N,P,E) (N) (P,E) (N) (PE) Compressor type Scroll REFRIGERANT Puron®(R-410A) Control TXV(Puron®Hard Shutoff) Charge lb(kg) 3.15 3.15 4.62 4.10 5.42 5.34 5.84 7.37 7.00 8.80 8.00 (1.4) (1.9) (2.1) (1.9) (2.46) (2.4) (2.7) (3.34) (3.2) (4.0) (3.6) COND FAN Propeller Type,Direct Drive Air Discharge Vertical Air Qty(CFM) 1792 2218 2169 2218 3167 2954 3167 3365 3365 3365 3365 Motor HP 1/12 1/10 1/10 1/10 1/5 1/4 1/5 1/4 1/4 1/4 1/4 Motor RPM 1100 1100 1100 1100 1100 1100 1100 1100 1100 800 1100 COND COIL Face Area(Sq ft) 8.40 8.40 11.49 9.80 12.93 13.13 17.25 19.40 19.40 12.93 16.09 Fins per In. 20 25 25 25 25 25 25 25 25 20 20 Rows 1 1 1 1 1 1 1 1 1 2 2 Circuits 3 3 3 3 5 3 4 5 5 5 6 VALVE CONNECT.(In.ID) Vapor 3/4 3/4 1 3/4 3/4 7/8 7/8 7/8 7/8 1 7/8 1 7/8 1 7/8 Liquid 3/8 3/8 1 3/8 3/8 3/8 3/8 3/8 3/8 1 3/8 1 3/8 1 3/8 REFRIGERANT TUBES*(In.OD) Rated Vapor* 3/4 7/8 7/8 1 1-1/8 Max Liquid Linet 3/8 *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. Note: See unit Installation Instruction for proper installation. t See Liquid Line Sizing For Cooling Only Systems with Puron Refrigerant tables. OUTDOOR UNIT CONNECTED TO A FACTORY APPROVED INDOOR UNIT Check piston size shipped with indoor unit to see if it matches required indoor piston size. If it does not match,replace indoor piston with correct piston size in table below: OUTDOOR UNIT SIZE-SERIES FAN COIL PISTON SIZE BY OUTDOOR MODEL 18-G(N) FB4CNF* 49 24-H(N) FB4CNF* 55 30-G(N) FB4CNF* 61 30-E(P) FB4CNF* 59 36-1(N) FB4CNF* - 36-E(PE) FB4CNF* 67 42-C(N,P,E) FB4CNF* 73 48-J(N) FB4CNF* 78 48-E(PE) F84CNF* 76 * Ratings contained in this document are subject to change at anytime.Always refer to the AHRI directory(www.ahridirectory.org)for the most up-to-date ratings information. NOTE: Pistons shipped with outdoor units are only qualified and approved with the above listed fan coils. The piston included with the FFMANP*and FPMAN* fan coils are unique to those products and CANNOT be replaced with the piston shipped with outdoor unit. Refer to the AHRI directory (www.ahridirectory.org)to check if your combination can use a piston or requires an accessory TXV. 3 REFRIGERANT PIPING LENGTH LIMITATIONS Liquid Line Sizing and Maximum Total Equivalent Lengthst for Cooling Only Systems with Puron®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 Puron Refrigerant Liquid Line Line Maximum Total Equivalent Lengtht: Outdoor unit BELOW Indoor Size Connection Diam. Vertical Separation it(m) W/n(V 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 5/16 250* 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 5/16 250* 250* 250* 250* 250* 225* 1 175 125 100 3/8 250* 250* 250* 1 250* 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 -- I -- I -- 3/8 250* 250* 250* 250* 250* 250* 250* 250* 150 048 3/8 3/8 250* 250* 250* 250* 250* 250* 230 160 -- 060 3/8 3/8 250* 250* 250* 225* 190 150 110 -- -- * Maximum actual length not to exceed 200 ft(61 m) t Total 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 Liquid AC with Puron Refrigerant Liquid Line Line Maximum Total Equivalent Lengtht: Outdoor unit ABOVE Indoor Size Connection Diam. Vertical Separation It(m) W/n(V 25 26-50 51-75 76-100 101-125 126-150 151-175 176-200 (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* 018 3/8 5/16 250* 250* 250* 250* 250* 250* 250* 250* 3/8 250* 250* 250* 250* 250* 250* 250* 250* 1/4 100 125 175 200 225* 250* 250* 250* 024 3/8 5/16 250* 250* 250* 250* 250* 1 250* 250* 250* 3/8 250* 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* 3/8 250* 250* 250* 250* 250* 250* 250* 250* 042 3/8 5/16 175 200 250* 250* 1 250* 1 250* 250* 250* 3/8 250* 250* 250* 250* 250* 250* 250* 250* 048 3/8 3/8 250* 250* 250* 250* 250* 250* 250* 250* 060 3/8 3/8 250* 250* 250* 250* 250* 250* 250* 250* *Maximum actual length not to exceed 200 ft(81 m) t Total equivalent length accounts for losses due to elbows or fitting.See the Long Line Guideline for details. -- =outside acceptable range I REFRIGERANT CHARGE ADJUSTMENTS Liquid Line Size Puron Charge oz/ft(9/m) 3/8 0.60(17.74) (Factory charge for lineset=9 oz/266.16 g) 5/16 0.40(11.83) 1/4 0.27(7.98) 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. Char¢ine 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 70°F to 80°F(21.1°C to 26.7°C), and outdoor temperature must be 70°F to 100°F(21.1°C to 37.81C).If outside these conditions,adjust charge for long line sets by weigh-in method. 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 Puron®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 Puron®Refrigerant Long Line Description ft(m)(Beyond these lengths,long line accessories are required) Liquid Line Size Units On Some Level Outdoor Below Indoor Outdoor Above Indoor 1/4+TXV No accessories needed within al- No accessories needed within 175(53.3) lowed lengths allowed lengths 5/16+TXV 120(36.6) 50(15.2)vertical or 120(36.6)total 120(36.6) 3/8 +TXV 80(24.4) 35(10.7)vertical or 80(24.4)total 80(24.4) 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 Puron refrigerant: Vapor Line Sizing and Cooling Capacity Losses—Purone Refrigerant 1-Stage Air Conditioner Applications Maximum Cooling Capacity Loss(%) Unit Vapor Line Total Equivalent Line Length ft.(m) Nominal Liquid Line eters Diameters 1-Stage AC with Puron Size Btuh Di am OD ( ) (in.OD) (in. ) 28-50 51-80 81-100 101-125 128-150 151-175 176-200 201-225 228-250 _ (7.9-15.2) (15.5-24.4) (24.7-30.5) (30.5-38.1) (38.4-45.7) (46.0-53.3) (53.6-61.0) (61.3-68.6) (58.9-75.2) 1/2 1 2 3 5 8 7 8 9 11 018 3/8 5/8 0 1 1 1 2 2 2 3 3 3/4 0 0 0 0 1 1 1 1 1 5/8 0 1 2 2 3 3 4 5 5 024 3/8 3/4 0 0 1 1 1 1 1 2 2 7/8 0 0 0 0 0 1 1 1 1 1 5/8 1 2 3 3 4 5 8 7 8 030 3/8 3/4 0 0 1 1 1 2 2 2 3 7/8 0 0 0 0 1 1 1 1 1 5/8 1 2 4 5 6 8 9 10 12 036 3/8 3/4 0 1 1 2 2 3 3 4 4 7/8 0 0 0 1 1 1 1 2 2 3/4 0 1 2 2 3 4 4 5 6 042 3/8 7/8 0 0 1 1 1 2 2 2 3 11/8 0 0 0 0 0 0 0 0 0 3/4 0 1 2 3 4 5 5 6 7 048 3/8 7/8 0 0 1 1 2 2 2 3 3 11/8 0 0 0 0 0 0 0 1 1 3/4 1 2 4 5 6 7 9 10 11 060 3/8 7/8 0 1 2 2 3 4 4 5 5 11/8 0 0 1 0 1 1 1 1 1 7 1 1 1 Applications in this area may be long line and may have height restrictions. See the Residential Piping and Long Line Guideline. S a $� W X . . . . . . XXXXX . . . . XXX X X X X X X X X X x X $� Z x X x x x X X X X X X X X X x W Ii W X X X X X X X X X X X X x x X W i 6 X X X X X X X X X X X X X X iX X X X X X X X X X X X X X x U W X X X X X X X X X X X X X X X U N a X X X X X X X X X X X X X X g U zr' x x x x x x x x x x x x x x x �v W W X x X X X X X X X X X X X X W p d X X X X X X X X X X X X X X lO 7— Is x X X X X X X X X X X X X X x W d X X X X X X X X x X X X x x X X X X X X X X X x X X x X X x a Z x x x x x x x x x x x x x x x (7 2 x x x x x x x x x x x x x x x tz ~ Y cn Y N to C.) 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Standard on all models except 575V,3-phase units. # Required if Low Pressure Switch is factory or field installed. Accessory Description and Usage (Listed Alphabetically) 1.Ball-Bearing Fan Motor 3.Crankcase Heater A fan motor with ball bearings which permits speed reduction An electric resistance heater which mounts to the base of the while maintaining bearing lubrication. compressor to keep the lubricant warm during off cycles. Usage Guideline: Improves compressor lubrication on restart and minimizes the Required on all units when MotorMaster® is used. chance of liquid slugging. 2.Compressor Start Assist-Capacitor and Relay Usage Guideline: Start capacitor and relay gives a "hard" boost to compressor Required in low ambient cooling applications. motor at each start up. Required in long line applications. Usage Guideline: Suggested in all commercial applications. Required for reciprocating compressors in the 4. Cycle Protector following applications: The cycle protector is designed to prevent compressor short Long line cycling. This control provides an approximate 5-minute delay Low ambient cooling after power to the compressor has been interrupted for any reason,including power outage,protector control trip,thermostat Hard shut off expansion valve on indoor coil jiggling,or normal cycling. Liquid line solenoid on indoor coil 5.Evaporator Freeze Thermostat Required for single-phase scroll compressors in the An SPST temperature-actuated switch that stops unit operation following applications: when evaporator reaches freeze-up conditions. Long line Usage Guideline: Low ambient cooling Required when low ambient kit has been added. Suggested for all compressors in areas with a history of low voltage problems. 7 Accessory Description and Usage (Listed Alphabetically) (Continued) 6.Low-Ambient Pressure Switch Kit 11.Thermostatic Expansion Valve(TXV) A long life pressure switch which is mounted to outdoor unit A modulating flow-control valve which meters refrigerant liquid service valve. It is designed to cycle the outdoor fan motor in flow rate into the evaporator in response to the superheat of the order to maintain head pressure within normal operating limits refrigerant gas leaving the evaporator. (approximately 100 psig to 225 psig).The control will maintain Kit includes valve, adapter tubes, and external equalizer tube. working head pressure at low-ambient temperatures down to 0°F Hard shut off types are available. (-18°C)when properly installed. NOTE: When using a hard shut off TXV with single phase Usage Guideline: reciprocating compressors, a Compressor Start Assist Capacitor A Low-Ambient Pressure Switch or MotorMaster® and Relay is required. Low-Ambient Controller must be used when cooling Usage Guideline: operation is used at outdoor temperatures below 55°F Required to achieve AHRI ratings in certain equipment (12.8°C). combinations.Refer to combination ratings. 7.MotorMaster*Low-Ambient Controller Hard shut off TXV or LLS required in air conditioner A fan-speed control device activated by a temperature sensor, long line applications. designed to control condenser fan motor speed in response to the Required for use on all zoning systems. saturated, condensing temperature during operation in cooling mode only.For outdoor temperatures down to-20OF(-28.90C), 12.Time-Delay Relay it maintains condensing temperature at 100°F t10°F(37.8°C m An SPST delay relay which briefly continues operation of indoor 5.5°C). blower motor to provide additional cooling after the compressor Usage Guideline: cycles off. A MotorMaster® Low Ambient Controller or NOTE: Most indoor unit controls include this feature. For those Low-Ambient Pressure Switch must be used when that do not,use the guideline below. cooling operation is used at outdoor temperatures Usage Guideline: below 55°F(12.8°C). For improved efficiency ratings for certain Suggested for all commercial applications. combinations of indoor and outdoor units.Refer to 8.Outdoor Air Temperature Sensor AHRI Unitary Directory. Designed for use with Carrier Thermostats listed in this 13. Winter Start Control publication. This device enables the thermostat to display the This control is designed to alleviate nuisance opening of the outdoor temperature.This device also low-pressure switch by bypassing it for the first 3 minutes of is required to enable special thermostat features such as auxiliary operation. heat lock out. Usage Guideline: Suggested for all Carrier thermostats listed in this publication. 9.Sound Hood Wraparound sound reducing cover for the compressor. Reduces the sound level of the compressor. Usage Guideline: Suggested when unit is installed closer than 15 ft(4.57 m)to quiet areas,bedrooms,etc. Suggested when unit is installed between two houses less than 10 ft(3.05 m)apart. 10.Support Feet Four or five stick-on plastic feet that raise the unit 4 in. (101.6 mm) above the mounting pad. This allows sand,dirt, and other debris to be flushed from the unit base,minimizing corrosion. Usage Guideline: Suggested in the following applications: Coastal installations. Windy areas or where debris is normally circulating. Rooftop installations. For improved sound ratings. 8 ELECTRICAL DATA UNIT SIZE- WPH OPER VOLTS* COMPR FAN MCA MAX FUSE**or (VOLTAGE) MAX MIN LRA RLA FLA CKT BRK AMPS 018-G(N) 47.5 9.0 0.50 11.8 20 024-H(N) 62.9 10.9 0.70 14.3 25 030-G(N) 67.8 12.8 0.60 16.6 25 036-1(N) 208/230/1 253 197 79.0 13.6 1.10 18.1 30 042-C(N) 112.0 17.9 1.10 23.5 40 048-J(N) 93.0 18.3 1.40 24.3 40 M-H(N) 125.0 22.1 1.40 29.0 50 030-E(P) 58.0 8.3 0.77 11.2 20 036-E(P) 71.0 10.5 1.40 14.5 20 042-C(P) 208/230-3 253 187 88.0 13.5 1.10 18.0 30 048-E(P) 83.1 13.1 1.40 17.8 30 080-G(P) 110.0 1 16.0 1.40 21.4 30 036-E(E) 38.0 5.6 0.70 7.7 15 oat-C(E) 44.0 6.0 0.60 8.1 15 048-E(E) 460-3 506 414 41.0 6.1 0.70 8.3 15 060-G(E) 52.0 7.8 0.70 10.5 15 "Permissible limits of the voltage range at which the unit will operate satisfactorily. **Time-Delay fuse. FLA -Full Load Amps LRA -Locked 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/compressors contain internal overload protection. Complies with 2007 requirements of ASHRAE Standards 90.1 A-WEIGHTED SOUND POWER LEVEL STANDARD TYPICAL OCTAVE BAND SPECTRUM(dBA,without tone adjustment) UNIT SIZE-SERIES(VOLTAGE) RATING dBA 125 250 Soo 1000 2000 4000 8000 18-G(N) 71 64.0 62.0 63.0 68.0 64.0 62.0 57.0 24- 74 50.9 60.6 66.4 71.0 65.5 61.1 59.2 30- 72 54.8 59.3 65.1 68.2 66.4 61.6 57.3 30- 74 55.0 63.5 68.5 68.5 65.5 61.0 54.0 36-1 N 75 50.5 61.0 64.5 67.0 62.5 60.0 52.5 36- ( , ) 75 59.5 63.0 68.5 70.0 65.5 61.5 53.5 42- 78 57.5 65.0 71.0 73.0 70.5 67.5 62.5 48-J(N) 76 55.5 62.9 69.6 71.2 69.5 66.3 59.1 48- (PE) 80 58.5 67.5 73.5 75.0 70.5 67.5 64.5 60- (N) 79 57.5 67.0 72.0 75.0 72.5 68.0 61.0 60- ) 79 59.5 69.5 72.5 73.5 71.0 68.0 1 63.5 NOTE: Tested in accordance with AHRI Standard 270-2008(not listed in AHRI). A-WEIGHTED SOUND POWER LEVEL WITH SOUND SHIELD STANDARD TYPICAL OCTAVE BAND SPECTRUM(dBA,without tone adjustment) UNIT SIZE-SERIES(VOLTAGE) RATING dBA 125 250 500 1000 2000 4000 8000 18-G(N) 70 66.0 64.0 64.0 67.0 63.0 60.0 54.0 24- 74 51.1 61.3 66.6 71.2 65.0 60.0 55.6 72 51.9 59.3 64.8 67.3 65.2 61.1 54.8 30-E - 73 55.5 64.0 68.0 67.0 64.0 60.0 52.5 75 51.0 62.0 64.5 65.5 62.0 59.5 51.5 74 59.5 63.0 68.0 69.5 65.0 60.5 50.5 77 57.5 65.0 70.5 72.0 70.0 67.0 62.0 48- 75 55.8 62.6 69.7 70.6 68.7 65.4 58.6 48- 79 60.5 67.5 73.5 74.5 71.0 68.0 63.5 50- (N) 79 57.5 68.0 72.5 74.5 72.5 68.0 60.5 00- (PE) 78 1 60.5 69.5 72.5 73.0 71.0 67.5 61.5 NOTE: Tested in accordance with AHRI Standard 270-2008(not listed in AHRI). 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A N O QD N N A A A A N A A A A N A A A A A j A A A W A A A O y (p O W O) 0 tO0D V 44w AAJ ffpPn� O m i A N `I ff11W11 ffVOO N W N ff��n N V mOO N AAA mmA n O O f0 J N A m W O W J m N N 4D N N f0 N OI W O) W J (0 ■ 9 z c N W coN N A A 4�D W ((�� Ol 4A.� N J t0 mmA N A N p mppp W fD N (J J m N N W rtApp V fO N W 0 0 0 tJD V OVl O N V A m N 4WD V S (Ap m N f0 O N N Ol O N W m fJ W SIwD Ji O) Of V OD 0 O O � 1T �M A p p yy p p y yy p A A A m N p W 4A A v N N N O O O fJ (J� 0 ,fWO O fJ V 0 m N O v A O to O N O N N N OJi fNJ fmJ N = V V m W O N W A N m OV m N N <cw OI` bb N A A A N m fJ O N A VA OD WO O mV 0) W w NN W f11 �N1 Ol 7 CS4 Of J O 0 N N � m i v • o i v 1, co w w 0 w w wfJ w wNw w � w w w ww w w w w w W 0) W JJVm0)N W N0 O O O O O o 0WwW � • o z z m m z z A (W,� W W yA W W w AA pp y N N N N pO y �p N m tD O (� 0A OD p T 4p (0 DD ON OD DD 0) p A W v v i m ( 0O A T All N +� O 4NI1 A W N N W O N m Z M A N N A N m O w W N A A 0) = Z tf i n i ,7 a s z s z A A W W N M (J W N w W N w N AN D 0 N C 0W W0 N wN mN N0 CO AAA N p m m p OT N A m y N tOo N W N S V A A A A O p O 0 0 0 0 0 7C N IJ 0 0 0 C 0 6 Y 7C N N N V m 40 O 4D W N N W N J q D) Dp J N V W f0 f0 W T T '3 "2 p 8 W A WW A(� p (pg 89 t0 N to ^ N m 0 + V m DD W O N N A N 0 - N N N N A A V N O N 4N0 O) NN C. o y N N 0) p W W j 4.� N w w N w N N N N H N O O fJ NtD 0 O y yA vCDp mW 0 N 0 O A A m p v O N w �yy O CI p s3u gP A A A A A A A A A A A A A A a A A A A A A A A A A A A A A A V V v Alw O) Ol W 0� fJl - m4 N 7C— W W N OD W N N N N Of A A pp A f/1 J7�� O O O � w A N V N V J 0 4.� p A y (� p Ol CD tt7�4 O A V V V ttwp0 . . Ol W ,two fJ A ,Uwi N A _two A yA ,fWJ f0 W _fJ fWJ fWJI fW0 O N 00 ON/ J A m N O W 4N/1 j A m 0 N N 4NJ N A !An A m A NV A N v 0 (�D (�t m OD O p� A J �l O) t0 W W Ol 174�0) N N t Nt�� O P A A m t0 W W w W O (N)1 m !J A m m N fWJ W O N N Ol m O) N N fNil fNJ W N A N wo j� p N N N N $ N N N p N N �Ap (Ap A w N A mmA m Am A �Ap a ~r U C_ C O p L S O N W N m fn0 aD P9 O O N N N m y M (mi omi v v ai g m a e (� `� a E C. � L u■ a S q M W m N n m m m N m n M M Q N O n m m O m mMm O O tOtpp W pnppp N pNp .0 um! m T O NV M O V ow m v N �fl 7 O O • U 0 • m ° H r r n n M OW. ONO m N O Q OMi 0 (3i N > • 16 N 0 10 10 0 N N N m N N N N 1 O r Q m co 'O N d _ � m g o m N m m M n n rn M n o 0 O i(1 N Q O (Wy p n n v m 0 cu m y P1 N N R N c7 O g N N v e vMi vMi y .0. O � O N 0ypppp pp N �Ny pmp N L LL 7`O m L R y Y O M m m m a m m m N O . O O m C N M N 7 7 . v M N N N 0 v M v v mr- • N U) 16 ID 10 N N N Y) YI 10 16 00 0 t;O^O) Fir 7N W l6 t5 F O M O n N O �p m M m M O a N M U ° a R v Cew m n m p nppp �<Ny p Np (l('�.)� m N N n m Caa'1 n n N .0 s y (N'1 v M V N M O V N (m7 v V N N Z �1 CL m w U = 6pp ` N W a N N OD O �Y(yy 0 ��Npp y my N N (m(�� m .n- n n L-'��^ ' if m W (NO 0 N N m N 1A ��l1 N fD N N N N d$ Q y L_Y ° 2 N C W O N O y) G N N c 2 ° r Y m pmp U y Y ao n (no m m N m m o a R S R A e E • Q Q Q Q Q Q Q Q Q Q ui Q Q Q Q O_N _Q m ip °v¢ w z _ N» ' rnp n rpo o 1p R mc uuu E E) y O v i7 N LL n m a -�y m a ,a m va m U •T i CD `a N m (� m m a m u°ii (o a O1 c o m E E N o �ti N v m ro n m m ad w °3 m °: c m m m N m m m m m m m m m 0 m C O tl1 _ O m r� r m m W O° ° a 0 .�� m in L m m c yO)-° W bF• Er cm d �'o o >✓a d a 1.: c 3 n N ei w m o m �(p a (P C p� Im q O N i mp p a o 9 d-U p C LL c � O C = f0 O O N O N V S n m n v n O m GD v 0 N N O y ,O O S pp (D Ol pp �p O) Q O Ln mm O Q O O p C m m n L O H m m m m m m m m m N n m m m O y L�L c w 0 4) N m C O ° Y m M p;. m N U 3� � `� a a L LL °m c ° 7 N A m V ai n m co of n _6 n_i 6 of A ri ci w U a W\ 2 LL N n n N ;- N n N n N n d 00)(-, �8 m 3 N �^ n m f0 i!f n n m m co N0d O yU&U Qc c .00 m � uj 13 A OF°invoEOF Z }.+r ik " t W Z 15 CONDENSER ONLY RATINGS* SST CONDENSER ENTERING AIR TEMPERATURES°F(°C) F(�C) 5fi(12.78) 8fi(18.33) 7fi(23.89) 85(29.44) 9fi(3fi.0) 10fi(40.58) 11fi(48.11) 30 TCG 16.90 15.70 1 14.60 13.60714.00 10.50 9.30 SDT 71.20 79.70 88.40 97.90 126.60 137.10 KW 0.88 0.99 1.10 1.24 1.78 2.04 35 TCG 18.60 17.40 16.20 15.10 11.80 10.50 (167) SDT 71.50 80.80 89.50 98.90 127.40 138.00 KW 0.86 0.98 1.10 1.24 1.40 1.78 2.06 40 TCG 20.40 19.10 17.90 16.70 15.60 13.20 11.80 (444) 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 TCG 22.20 20.90 19.60 18.40 17.20 14.60 13.20 (7.22) SDT 73.40 83.10 91.70 101.00 110.30 129.40 138.50 KW 0.84 0.97 1.09 1.24 1.40 1.80 2.04 60 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 56 TCG 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 1.81----1 2.04 ' 30 TCG 18.60 18.00 17.40 16.60 15.80 14.90 13.80 (_111) SDT 78.20 87.90 97.80 107.70 117.70 127.80 138.10 KW 1.03 1.19 1.39 1.61 1.88 2.19 2.57 35 TCG 20.60 20.00 19.30 18.50 17.60 16.60 15.40 (1 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 (4A4) 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 20.40 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 27.30 26.10 24.80 23.30 (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 TCG 26.40 24.90 •23.20, 21.70 20.20 18.70 17.10 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 1 94.00 102.90 111.90 120.90 130.50 KW 1.41 1 1.59 1.77 1.97 2.21 2.48 2.81 TCG 40.80 38.60 36.10 33.80 31.50 29.10 28.00 (12.78) 55 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 See notes on page 18 16 CONDENSER ONLY RATINGS* CONTINUED SST CONDENSER ENTERING AIR TEMPERATURES"F('C) F('C) 55 12.78 65 18.33 75 23.89 85(29.44) 1 95(35.0) 105(40.56) I 115(48.11 • 30 TCG 30.70 28.50 26.70 25.10 23.50 21.90 20.00 (-1.11) 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 (187) 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 (4.44) SDT 72.90 82.20 91.50 100.90 110.20 119.40 128.60 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 37.10 34.80 32.40 29.80 (10.0) SDT 75.50 84.70 94.00 103.20 112.30 121.40 130.50 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 1 2.74 1 3.07 3.46 30 TCG 1 38.00 36.00 33.90 31.90 29.70 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 0 vn 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 3.54 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 3.18 3.56 3.98 45 TCG 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 0. 30 TCG 39.10 37.90 36.60• 35.10 33.40 31.50 29.40 SDT 72.80 82.00 91.40 100.60 110.00 119.20 128.40 KW 2.02 2.26 2.58 2.98 3.45 3.99 4.60 35 TCG 43.00 41.70 40.20 38.60 36.80 34.80 32.60 (1.87) SDT 74.20 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 (4A4) 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) SDT 77.40 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 TCG 62.00 60.00 57.90 55.60 53.10 50.30 47.20 55 SDT 81.10 89.90 98.80 107.70 116.60 125.40 134.20 (12.78) KW 2.11 2.38 2.73 3.14 3.63 4.19 4.81 See notes on page 18 17 CONDENSER ONLY RATINGS* CONTINUED SST CONDENSER ENTERING AIR TEMPERATURES"F("C) F(`C) 55(12.78) 85(18.33) 75(23.89) 85(29.44) 95(35.0) 105(40.58) 115(48.11) 06 30 TCG 53.70 51.10 48.30 45.40 42.30 39.20 36.10 SDT 75.80 84.90 94.10 103.10 112.20 121.30 130.40 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 (4A4) SDT 79.40 88.40 97.30 106.20 115.10 124.00 132.90 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 TCG 76.90 73.00 68.80 64.60 60.20 55.70 51.20 (10.0) SDT 83.50 92.20 100.90 109.60 118.30 126.90 135.60 KW 2.95 3.29 3.64 4.04 4.50 5.03 5.64 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 'AHRI listing applies only to systems shown in Combination Ratings table. KW - Outdoor Unit Kilowatts Only. SDT - Saturated Temperature Leaving Compressor(*F/°C) SST - Saturated Temperature Entering Compressor(°F/°C) TCG - Gross Cooling Capacity(1000 Btuh) 18 GUIDE SPECIFICATIONS AIR-COOLED,SPLIT-SYSTEM AIR CONDITIONER GENERAL 11 1-1/2 TO 5 NOMINAL TONS System Description Fans Outdoor-mounted, air-cooled, split-system air conditioner unit — Condenser fan will be direct-drive propeller type, suitable for ground or rooftop installation. Unit consists of a discharging air upward. hermetic compressor, an air-cooled coil, propeller-type — Condenser fan motors will be totally enclosed,1-phase condenser fan,and a control box. Unit will discharge supply air type with class B insulation and permanently lubricated upward as shown on contract drawings. Unit will be used in a bearings.Shafts will be corrosion resistant. refrigeration circuit to match up to a packaged fan coil or coil — Fan blades will be statically and dynamically balanced. unit. Quality Assurance Condenser fan openings will be equipped with coated steel wire safety guards. — Unit will be rated in accordance with the latest edition Compressor of AHRI Standard 210. — Unit will be certified for capacity and efficiency, and Compressor will be hermetically sealed. listed in the latest AHRI directory. — Compressor will be mounted on rubber vibration — Unit construction will comply with latest edition of isolators. ANSI/ASHRAE and with NEC. Condenser Coil — Unit will be constructed in accordance with UL — Condenser coil will be air cooled. standards and will carry the UL label of approval.Unit — Coil will be constructed of aluminum fins mechanically will have c-UL-us approval. bonded to copper tubes which are then cleaned, — Unit cabinet will be capable of withstanding Federal dehydrated,and sealed. Test Method Standard No. 141 (Method 6061)500-hr Refrigeration Comnonents salt spray test. — Refrigeration circuit components will include — Air-cooled condenser coils will be leak tested at 150 liquid-line shutoff valve with sweat connections, psig and pressure tested at 450 psig. vapor-line shutoff valve with sweat connections, — Unit constructed in IS09001 approved facility. system charge of Puron® (R-410A) refrigerant, and Delivery,Storage,and Handling compressor oil. — Unit will be shipped as single package only and is Unit will be equipped with filter drier for Puron refrigerant. stored and handled per unit manufacturer's Operating Characteristics recommendations. Warranty(for inclusion by specifying engineer) — The capacity of the unit will meet or exceed Btuh at a suction temperature of °F/°C. The U.S.and Canada only. power consumption at full load will not exceed PRODUCTS kW. Equipment — Combination of the unit and the evaporator or fan coil Factory assembled, single piece, air-cooled air conditioner unit. unit will have a total net cooling capacity of Contained within the unit enclosure is all factory wiring,piping, Btuh or greater at conditions of CFM entering controls, compressor, refrigerant charge Puron@ (R-410A), and air temperature at the evaporator at °F/°C wet special features required prior to field start-up. bulb and °F/°C dry bulb, and air entering the unit at °F/°C. Unit Cabinet — The system will have a SEER of Btuh/watt or — Unit cabinet will be constructed of galvanized steel, greater at DOE conditions. bonderized,and coated with a powder coat paint. Electrical Requirements — All models have dense inlet grilles. — Nominal unit electrical characteristics will be v, single phase, 60 hz. The unit will be capable of satisfactory operation within voltage limits of v to V. — Nominal unit electrical characteristics will be v, three phase, 60 hz. The unit will be capable of satisfactory operation within voltage limits of v to V. — Unit electrical power will be single point connection. — Control circuit will be 24v. Special Features Refer to section of this literature identifying accessories and descriptions for specific features and available enhancements. 19 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.wc. 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°C). 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. G2016 Bryant Heating&Cooling Systems•7310 W.Morris St.•Indianapolis,IN 46231 Edition Date. 12/16 Catalog No.PDS113A-17 Manufacturer reserves the right to discontinue,or change at any time,specifications or designs without notice and without incurring obligations. Replaces PDS't 3A-16 20 ; � o C4 N s H � \ E m � S6aE w 0 .2 : Q C ° c 0 to ti AD o IL E te300 S Ca E fx N 'COD in tn Sal 1+■1 a/ 00 pip •v , �Tw 1-1 -a a CL, co ON ; `� C VenCN ` H . 0.0 � � O A V > O_ E U m C MCI00Q (� rl Vf c C C i, ,,,� ■' MCI M W U �; V` °a < —>, '„ E ONCL ' ? u � o o :n •a � w a' _ Q Z $ � � C �—, .. O QO $ U U U VpCa ° �b _ 7 � U � � O < o •b � � Q 3 r••� U O 0 U 06 � , ee N c7 Op F A V O` er = M A F' w � C oo � `E •c•v .. R Q 'low w 02 = �� > > OG ac. ; I RDIECIMVIE I�1 BUIL �, �� ��'MENT OCT 12 2021 U VIL E.Ur:ky. OK 938 KING Pm ,NY 105731 VILLAGE OF RYE BROOK (914)9 39-5801 I BUILDING DEPARTMENT wvo'W: o or 7�- Application for Permit to Remove Abandon and/or Install Fuel Storage Tank (*Storage Tanks in excess of 1,100 gallons require registration with the County of Westchester) FOR OFFICE USE ONLY: PERMIT#: _4!7 /1 -/--_ OCT 1021 8S Ab Approval Date: Permit F :$ '� Approval Signature: Other: Disapproved: I (frees are nan-refundabic) REOUIREMENTS FOR RELEASE OF PERMTI'&CERTIFICATE DF COMPLIANCE I. Application Completed by Bonded, Licensed Contractor. 2. Your contractor's valid proof of liability insurance.(Village of Rye BrookI must be listed as certificate holder) 3. Your contractor's valid proof of workers compensation insuranc�aiver) (Form#C 105.2 or Form# U26.3/or NY State Workers Compensation 4. Fee per Tank: Removal,Abandonment, or Installation: $185.00 per Tat& 5. Dig Safely New York#(dial 81 1): 6. Inspection by Building Department for removal/abandonment and/or installation. 7. Submit all Manifests&Reports(after work has been completed). 8. Certificate of Compliance will be provided when all requirements are fulfilled. Application dated, Z 7i'Z( ,is hereby made to the Building Inspector of the Village of Rye Brook for a permit to remove,abandon,and/or install a Fuel Tank as herein described.The applicant and property owner,by signing this document agree that the subject fuel tank(s)will be removed,abandoned and/or installed in conformance with ill applicable Village,County,State& Federal laws,codes,rules and regulations. Indicate Permit Type: Installation(4'e Removal( )•Abandonment( )/Above round ( )•Buried in Ground( ) � e I. Address: y 1-i N co I V ---SBL:/3J/ 7-/�7o Zone: 2. Property Owner&Address: �L(�(L 5 1.),1 , Phone / #: `/ 4'� � ''�� — i �9 —_ Cell# `��4-qQ�:0'�( (/.- email:/ G �s ✓✓y,;a �ltif*/,G h 1 / 3. Contractor&Address: 4w�i�f S. ( , L 44 e r/t�14 Phone#: WA - ) 67-r,7'7N Cell#: �t3=16� - pi, email 67,4 4. Applicant: �✓,q �nt,� i� Phone#: /S'Zv7-S77Y Cell#: s I66 _(., / email: •. .,.�.�-#S�a 4-rC./a:2 6� c.,►. 5. Indicate Fuel Type:Fuel Oil( )•L.P.Gas •Gasoline( )•Other( ): J 6. Number and Capacity of each Tank: / o c,O iv kN"s(e v rW ( �.. �. TI(ti K- 7. Exact Location(s)of each'rank: ?7 ( b J� 1 6/112020 i STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: a"-'T I, C"Or--'`+s ,being duly sworn,deposes and states that e/she is the applicant above named, (print name of individual signing as the applicant) and gfurther states that(s)he is the legal owner of the property to which this applicati pertains,or that(s)he is the �' l: .500- ." for the legal owner and is duly a orized to make and file this application.(indicate architect,c(mtractor,agcm.attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and bel ief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as ir 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. i Sworn to before me this _ Swor to before me this day of ,20 � r 4ay ©C ., ,20—�--�-- X ture o roperty Owner e of Applicant Print Name of Property wner JNota ame of Ap licant Notary Public ^Y ARGENTO blicNotary P�;)oc,Sate of New YorkCH No.60-4914278 I RYL A.ZASTEhICiill' Our lified in Westchester County Notary Public State of New Yo Cert+ficat8 Filed in New York Co my No.Oi2AG098466 Commission Expires Dec.7,20 No. In PutnUn County This application must be properly completed in its entirety and must in of the legal owner(s)of the subject property, and the applicant of recor in the spaces provided. Any application not properly completed in its entirety and/or not properly si ed shall be deemed null and void and will be returned to the applicant. x I 6i 1 i2020 1 vo CH 4.r , s \` `•�` • mac` �```� irnou LE 971 ob TI tE$ 1 '0p1 Bt.ro 0t I O `� I `. .4I al zo Gp0 E5` fewru G1v4cOn Ot �� �`\ ( `f clr 1 t�rl�. Inc .ck: . ISPEcnoN , DS MOKJlh'I 3' 1 \ `/ i cH Zv TE COVER `t- - v ♦ , .1 I 04 17M LE H- -tr; 1 JG' rl MIN 1` f'` �LE I SM PE\ 1' �ITNF.LE \br I y 32 L IIN. I •w7r v �. I 00 RYE I !•POSED 4"0 PVC SANITARY SEWER I i u sc 2.COY MIN. (TyP.) 500 ca'��LLON EFFECTIVE _,.,, m ` ITY PREC7ST-60N8RET€' o u ��-2 O NK. H-20 LOADING SET 'o I ` tiATER ALARM & BELOW f2' 'CH HOUSE SERVICE INVERT I "r^ SEA E-ONE MODEL •...�____ 93 LOW PRESSURE r EE Yam`` JMF (150 GALLON) EX' En F nc --. c t •M LE -fli "R9+. N rIn 1. \ `S M LF \i ,ie $: M f M'W f _ _ . TF CC -69 `liS. d 517 �✓ y SEC 20 1 /J 16.00 t i 5 x. t,tl LOW PRESSURE ` A-MINIMU4h-0E_4' 4: tt505 E--t A et F m`� .�— N6.80 1} 119.59 E r n east t + —FMB—FM FM ---4---FM —FM--'—'FM `-`- �FM FM 1 PROPOSED 263 IF. PROPOSED CLEANOIh 2-1j2"0 SDR-11 L W MANMOL PRESSURE FOP.CEMA N. I PROSE A MINIMUM OF 4' t'5.58 RIM=118.8 nB ax e ' n :t '2087 t'9%B t n 'f Cur x+t7 2Ft y"c o r D IE [E ME OCT 12 2021 VILLAGE OF RYE BROOK BUILDING DEPARTMENT- -. .. W-1191 MM91C'•II I I son I� es 1�,1� eel 11 1���1�1 iiii iiii 1111 11�1 ■ N11111111 1111 il 111� 1111 1111 1�im � 'I 111�IL�IL 1111 1111 .. �� Ic Certified IECCMERS Compliance Specialist • r Energy Load Short Form Job: 32 Lincoln Ape Date: Mar 21,2022 Etlteicnes. Entire House By. Mike Hicks Consultants Plan: 32 Lincoln Ave Efficiency Consultants 10 Carlann Lane,Valley Cottage,NY 10989 Phone:845-271-9385 Email:MHicks.EEC@Gmail.com Project • • For. Samad Residence 32 Lincoln Ave,Rye Brook,NY 10573 Design Information Htg clg Infiltration Outside db(°F) 8 95 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 64 20 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 29 55 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency Na Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flow factor 0 cfmBtuh Air flow factor 0 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (Cfm) (cfm) Lower Levels d 3216 57922 33049 1600 1600 Second Floor d 1033 17104 13095 800 800 Master Suite d 866 15830 10622 600 600 Entire House d 5115 90856 56724 3000 3000 Other equip loads 16450 5014 Equip.@ 1.00 RSM 61491 Latent cooling 11131 TOTALS 5115 107306 72622 3000 3000 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2022-Mar-2115:03:51 Page 1 ACCA, Energy Load Short Form Job: 32 Lincoln Ae Efficiency Date: Mar 21,2022 Lower Levels By: Mike Hicks Consultants Plan: 32 Vncoln AR Energy Efficiency Consultants 10 Cariann Lane,valley Cottage,NY 10989 Phone:845-271-9385 Email:AMidaEEC@GGmail.00m Project Information For: Samad Residence 32 Lincoln Ave,Rye Brook,NY 10573 Design Information Htg clg InAltratian Outside db(°F) 8 95 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 64 20 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(grAb) 29 55 HEATING EQUIPMENT COOLING EQUIPMENT Make Hydro Air Make Trade Trade Model Cond SEER 14.0 AHRI ref Coil 4 Ton AHRI ref Efficiency 96AFUE Efficiency 12.2 EER, 14 SEER Heating input 72917 Btuh Sensible cooling 36226 Btuh Heating output 70000 Btuh Latent cooling 11774 Btuh Temperature rise 40 °F Total cooling 48000 Btuh Actual airflow 1600 cfm Actual airflow 1600 cfm Air flow factor 0.028 cfm/Btuh Air flow factor 0.048 drnBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.76 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft?) (Btuh) (Btuh) (Cfm) (Cfm) Dining Rm 236 3766 3618 104 175 Family Rm 217 4652 4521 129 219 Kitchen 341 4790 6878 132 333 Living Rm 217 2460 1192 68 58 Study 152 3585 2726 99 132 Bath 4 39 0 0 0 0 Foyer 158 2908 2338 80 113 Butler Pantry 56 173 35 5 2 Mud Rm 192 6556 3032 181 147 Basement 1608 29030 8708 802 422 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. �` ► wrightsoft' 2022-Mar-211503:51 i� ......._.. Page 2 AC-CK Lower Levels d 3216 57922 33049 1600 1600 Other equip loads 9340 2847 Equip.@ 1.00 RSM 35753 Latent cooling 11589 TOTALS 3216 67262 47341 1600 1600 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigiltsoft 2022-Mar-21 150351 ^t .w...,...._.,....... Page Energy Load Short Form .lob: 321-incolnAue Efficiency Date: Mar 21,2022 Master Suite By. Mike Hicks Comultants Plan: 32 Lincoln Am Energy Efficiency Consultants 10 Cariann Lane,Wley Cottage,NY 10989 Phone:845-271-9385 Email:MHicks.EEC@Gmail.com Project • • For: Samad Residence 32 Lincoln Ave,Rye Brook,NY 10573 Design Information Htg clg Inf 11111bafm Outside db(°F) 8 95 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 64 20 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 29 55 HEATING EQUIPMENT COOLING EQUIPMENT Make Hydro Air Make Trade Trade Model Cond SEER 14.0 AHRI ref Coil 1.5 Ton AHRI ref Efficiency 96AFUE Efficiency 12.2 EER, 14 SEER Heating input 20833 Btuh Sensible cooling 13806 Btuh Heating output 20000 Btuh Latent cooling 4194 Btuh Temperature rise 31 °F Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.77 ROOM NAME Area Htg load Clg load Htg AVF ClgAVF (ft2) (Btuh) (Btuh) (cfm) (Cfm) WIC 2 110 3185 1518 121 86 WIC 1 110 2561 1382 97 78 Bath 1 251 3516 2478 133 140 Bed 396 6568 5243 249 296 Master Suite d 866 15830 10622 600 600 Other equip loads 2857 871 Equip.@ 1.00 RSM 11447 Latent cool i ng 3467 TOTALS 866 18687 14914 600 600 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A wrightsoR 2022-Mar-21 15:03 51 ,..... ,..........�... Page Encrp Load Short Form Job: 321-incdnAwe EFficimey Date: Mar 21,2022 Second Floor By: Mike Hcks 0 Consultants Energy Efficiency Consultants Plan: 32 Lincon Aie 10 Carlann Lane,Valley Cottage,W 10989 Phone:845-271-9385 Erred: **dc.EEC@Gmail.aom Project • • For. Samad Residence 32 Lincoln Ave,Rye Brook,NY 10573 Design Information Htg Clg Infiltration Outside db(°F) 8 95 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 64 20 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(grAb) 29 55 HEATING EQUIPMENT COOLING EQUIPMENT Make HydroAir Make Trade Trade Model Cond SEER 14.0 AHRI ref Coil 2 Ton AHRI ref Efficiency 96AFUE Efficiency 12.2 EER, 14 SEER Heating input 26042 Btuh Sensible cooling 18000 Btuh Heating output 25000 Btuh Latent cooling 6000 Btuh Temperature rise 29 °F Total cooling 24000 Btuh Actual airflow 800 cfm Actual airflow 800 cfrn Air flow factor 0.047 cfmBtuh Air flow factor 0.061 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (Cfm) (cfm) Bed 3 200 4698 3385 220 207 Bath 3 63 779 253 36 15 Bed 4 178 4202 3251 197 199 Bed 2 294 5348 4022 250 246 Laundry 76 216 1411 10 86 Bath 2 51 1374 426 64 26 Hall 171 487 348 23 21 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2022-Mar-2115:03:51 .� MCA Page 5 Second Floor d 1033 17104 13095 800 800 Other equip loads 4252 1296 Equip.@ 1.00 RSM 14333 Latent cooling 4753 TOTALS 1033 21356 19086 800 800 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2022-Mar-21 15:03:51 a ...... .,_...,__...,. Page ACCK Energy BuildingAnalysis Job: 32LincdnAe y Date: Mar 21,2022 EMcien) Entire House By. Mike Hicks _ Consultants Energy Efficiency Consultants Plan: 32 Lincoln Are 10 Cartann Lane,Valley Cottage,NY 10989 Phone:845-271-9385 Email:MHicks.EEC@Gmail.00m Project Information For: Samad Residence 32 Lincoln Ave,Rye Brook,NY 10573 Design Conditions Location: Indoor: Heating Cooling White Plains Westchester Cc A,NY,US Indoor temperature(°F) 72 75 Elevation: 397 ft Design TD(°F) 64 20 Latitude: 41°N Relative humidity(%) 30 50 Outdoor. Heating Cooling Moisture difference(grAb) 28.8 54.9 Dry bulb(°F) 8 95 Infiltration: Daily range(°F) - 17 ( M ) Method Simplified Wet bulb(°F) - 78 Construction quality Semi-tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ftz Btuh %of load Walls 4.7 23546 21.9 vw•o.lwr Glazing 20.6 11836 11.0 Walls Doors 25.1 1580 1.5 Ceilings 1.7 3398 3.2 Floors 1.8 3746 3.5 Infiltration 2.9 14181 13.2 Ducts 32569 30.4 Gt-ny Piping 0 0 o cs Humidification 0 0 �a r Ventilation 16450 15.3 Caihngs Adjustments 0 Flo Total 107306 100.0 infittrabon Component Btuh& Btuh %of load Walls 1.3 6426 10.4 Walls Ventilation Glazing 28.1 16181 26.2 Doors 12.7 799 1.3 Internal Gains Ceilings 1.5 2959 4.8 Floors 0.1 238 0.4 Infiltration 0.4 2027 3.3 Glazing Ducts 19595 31.7 Ventilation 5014 8.1 Internal gains 8500 13.8 Blower 0 0 Other Ducts Adjustments 0 Ceilings 10 Total 161738 100.0 Infiltration Latent Cooling Load=11131 Btuh Overall U-value=0.067 Btuh/ft2--°F Data entries checked. _ wrightsoft 2022-Mar-2115.03:51 ACCP, Page 1 Building Analysis Job: 32UncolnAte Energy g Date: Mar 21,2022 Ffficiency Lower Levels By. Mike Hicks Consultants Plan: 32 Lincoln Ate Energy Efficiency Consultants 10 Cadann Lane,Valley Cottage,NY 10989 Phone:845-271-9385 Erroil:MHicks.EEC@Gniaii.com Project Information For: Samad Residence 32 Lincoln Ave,Rye Brook,NY 10573 Design Conditions Location: Indoor: Heating Cooling White Plains Westchester Co A,NY,US Indoor temperature(°F) 72 75 Elevation: 397 ft Design TD(°F) 64 20 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 28.8 54.9 Dry bulb(°F) 8 95 Infiltration: Daily range(°F) - 17 ( M ) Method Simplified Wet bulb(°F) - 78 Construction quality Semi-tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft2 Btuh %of load Walls 4.9 16446 24.5 V-14"t- Glazing 20.6 7994 11.9 wags Doors 25.1 1580 2.3 Ceilings 1.7 223 0.3 Floors 1.7 2791 4.1 Infiltration 2.9 8674 12.9 Ducts 20214 30.1 Piping 0 0o oift Humidification 0 0 Ventilation 9340 13.9 Adjustments 0 °or Total 67262 100.0 Component Btuh/ft2 Btuh %of load Walls 1.2 4074 11.4 walls Ventilation Glazing 27.3 10601 29.5 Internal Gains Doors 12.7 799 2.2 Ceilings 1.5 194 0.5 Floors 0 0 0 Infiltration 0.4 1240 3.5 Ducts 12091 33.7 Glazing Ventilation 2847 7.9 Internal gains 4050 11.3 Blower 0 0 Ducts Adjustments 0 or Total 35896 100.0 °oOther lin ltration Latent Cooling Load=11589 Btuh Overall U-value=0.076 Btuh/ft2-°F Data entries checked. 'plill- wrightecr t` 2022-Mar-2115:03:51 AC4;K Page 2 °cBuildin Analysis Job: 32UncolnAre g Date: Mar 21,2022 Efficiency Master Suite Ely: Mike Hicks Consultants Plan: 32 Lincoln Are Energy Efficiency Consultants 10 Cadann Lane,Valley Cottage,NY 10989 Phone:845-271-9385 Eniail:MHicks.EEC@Grnail.com Project Information For: Samad Residence 32 Lincoln Ave,Rye Brook,NY 10573 Design Conditions Location: Indoor: Heating Cooling White Plains Westchester Co A,NY,US Indoor temperature(°F) 72 75 Elevation: 397 ft Design TD(°F) 64 20 Latitude: 41°N Relative humidity(%) 30 50 Outdoor. Heating Cooling Moisture difference(grub) 28.8 54.9 Dry bulb(°F) 8 95 Infiltration: Daily range(°F) - 17 ( M ) Method Simplified Wet bulb(°F) - 78 Construction quality Semi-tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft2 Btuh %of load Walls 4.2 3478 18.6 Waus V"MM- Glazing 20.6 1952 10.4 Doors 0 0 0 Ceilings 1.7 1448 7.7 Floors 2.2 955 5.1 Infiltration 2.9 2707 14.5 G'q Ducts 5290 28.3 Piping 0 0 o�ns Humidification 0 0 �a;,in96 Ventilation 2857 15.3 Adjustments 0 F ao s Total 18687 100.0 ,NUa,an Component Btuh/112 Btuh %of load Walls 1.4 1152 10.0 Vans venfilation Glazing 31.4 2979 25.9 Internal Gains Doors 0 0 0 Ceilings 1.5 1261 11.0 Floors 0.6 238 2.1 Glazing Infiltration 0.4 387 3.4 Ducts 3245 28.2 Ventilation 871 7.6 Internal gains 1360 11.8 Ducts Blower 0 0 Adjustments 0 Cetlings Total 11493 100.0 Floors infdtralion Latent Cooling Load=3467 Btuh Overall U-value=0.055 Btuh/ftz-°F Data entries checked. wrightsoR• 2022-Mar-21 15:03 51 /jCC*. Page 3 Building Analysis Job: 32UncolnAle Energy Date: Mar 21,2022 Efl➢cicncn Second Floor By: Mike Hicks Consultants Plan: 32 Lincoln AR Energy Efficiency Consultants 10 Carlann Lane,Valley Cottage,NY 10989 Phone.945-271-9385 Email:MHicks.EEC@Gmail.com Project Information For: Samad Residence 32 Lincoln Ave,Rye Brook,NY 10573 Design Conditions Location: Indoor. Heating Cooling White Plains Westchester CoA,NY,US Indoor temperature(°F) 72 75 Elevation: 397 ft Design TD(°F) 64 20 Latitude: 41°N Relative humidity(%) 30 50 Outdoor. Heating Cooling Moisture difference(grAb) 28.8 54.9 Dry bulb(°F) 8 95 Infiltration: Daily range(°F) - 17 ( M ) Method Simplified Wet bulb(°F) - 78 Construction quality Semi-tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) • Component Btuh/ftz Btuh %of load Walls 4.2 3622 17.0 Glazing 20.6 1890 8.9 Doors 0 0 0 Ceilings 1.7 1727 8.1 Floors 0 0 0 Glazing Infiltration 2.9 2799 13.1 Ducts 7065 33.1 Piping 0 0 Uedings Humidification 0 0 Ventilation 4252 19.9 Ducts Adjustments 0 tat Total 21356 100.0 Component BtuW Btuh %of load Walls 1.4 1200 8.3 walls Ventilation Glazing 28.6 2628 18.3 Doors 0 0 0 Ceilings 1.5 1504 10.5 Glazing Internal Gains Floors 0 0 0 Infiltration 0.4 400 2.8 Ducts 4273 29.7 Ventilation 12% 9.0 Internal gains 3090 21.5 Ceilings Blower 0 0 Adjustments 0 Hihration Total 14391 100.0 Ducts Latent Cooling Load=4753 Btuh Overall U-value=0.057 Btuh/ft2-°F Data entries checked. a wrjgtttSOR' 2022-Mar-2115:03:51 Page 4 Project Summary Job: 32 Lincoln Am I ncrFj Date: Mar 21,2022 LMcienzy Entire House By. Mike Hicks - Consultants Energy Efficiency Consultants Plan: 32 Lincoln Are 10 Carlann Lane,Valley Cottage,NY 10989 Phone:845-271-9385 Email:MHidaLEEc@Cmil=m Project • • For: Samad Residence 32 LincolnAve,Rye Brook,NY 10573 Notes: Design Information Weather: White Plains Westchester Co A,NY,US Winter Design Conditions Summer Design Conditions Outside db 8 °F Outside db 95 °F Inside db 72 °F Inside db 75 °F Design TD 64 °F Design TD 20 °F Daily range M Relative humidity 50 % Moisture difference 55 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 58287 Btuh Structure 37129 Btuh Duds 32569 Btuh Ducts 19595 Btuh Central vent(236 cfm) 16450 Btuh Central vent(236 dm) 5014 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 107306 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 61491 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Average) Structure 5508 Btuh Duds 5623 Btuh Central vent(236 cfm) 8678 Btuh Heatingg Cooinngg Area(ft2) 5115 5115 Equipment latent load 11131 Btuh Volume(ft') 44016 44016 Air changes/hour 0.28 0.13 Equipment Total Load(Sen+Lat) 72622 Btuh Equiv.AVF(cfm) 203 95 Req.total capacity at 0.70 SHR 7.3 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2022-Mar-21 15:03:51 ACCK .' Page 1 Project Summar y Job: 32 Uncoln Awe Date: Mar 21,2022 Efficiency Lower Levels By: Mike Hicks Consultants Energy Efficiency Consultants Plan: 32 Uncoin Am 10 Carlann Lane.%&ley Cottage,NY 10989 Phone:845-271-9385 Email:MHjdmEEC@Grmil.wm Project Information For: Samad Residence 32 LincolnAve,Rye Brook,NY 10573 Notes: Design Information Weather. White Plains Westchester Co A,NY,US Winter Design Conditions Summer Design Conditions Outside db 8 °F Outside db 95 °F Inside db 72 °F Inside db 75 °F Design TD 64 °F Design TD 20 °F Daily range M Relative humidity 50 % Moisture difference 55 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 37708 Btuh Structure 20958 Btuh Ducts 20214 Btuh Ducts 12091 Btuh Central vent(134 cfm) 9340 Btuh Central vent(134 cfm) 2847 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 67262 Btuh Use manufacturers data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 35753 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Average) Structure 3146 Btuh Ducts 3516 Btuh Central vent(134 dm) 4927 Btuh Heating Cooling Outside air Area(ftz) 3216 3216 Equipment latent load 11589 Btuh Volume(fi') 26925 26925 Air changes,/hour 0.28 0.13 Equipment Total Load(Sen+Lat) 47341 Btuh Equiv.AVF(cfm) 124 58 Req.total capacity at 0.75 SHR 3.9 ton Heating Equipment Summary Cooling Equipment Summary Make Hydro Air Make Trade Trade Model Cond SEER 14.0 AHRI ref Coil 4 Ton AHRI ref Efficiency 96AFUE Efficiency 12.2 EER,14 SEER Heating input 72917 Btuh Sensible cooling 36226 Btuh Heating output 70000 Btuh Latent cooling 11774 Btuh Temperature rise 40 °F Total cooling 48000 Btuh Actual airflow 1600 cfm Actual airflow 1600 cfm Air flow factor 0.028 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.76 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. _ � wrigto hsft 2022-Mar-2115:03:51 aLA ...�.. _.�....._. -. Page Project Summary Job: 32 Lincoln AR Encrg� ry Date: Mar 21,2022 Etl3cicno, Master Suite By: Mike Hicks Con"nilta,it, Energy Efficiency Consultants Plan: 32 Lincoln AR 10 Carlann Lane,valley Cottage,NY 10989 Phone.845-271-9385 Email:MHidmEEC@Gmail.com Project • • For: Samad Residence 32 Lincoln Ave,Rye Brook,NY 10573 Notes: Design Information Weather. White Plains Westchester Co A,NY,US Winter Design Conditions Summer Design Conditions Outside db 8 °F Outside db 95 °F Inside db 72 °F Inside db 75 °F Design TD 64 °F Design TD 20 °F Daily range M Relative humidity 50 % Moisture difference 55 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10540 Btuh Structure 7376 Btuh Duds 5290 Btuh Ducts 3245 Btuh Central vent(41 dm) 2857 Btuh Central vent(41 cfm) 871 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18687 Btuh Use manufacturers data n Rate/swing multiplier 1.00 Infiltration Equipment sensibleload 11447 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Average) Structure 1070 Btuh Duds 890 Btuh Central vent(41 cfm) 1507 Btuh Heating Cooling Outside air Area(ft2) 866 866 Equipment latent load 3467 Btuh Volume(f:3) 7794 7794 Air changes/hour 0.30 0.14 Equipment Total Load(Sen+Lat) 14914 Btuh Equiv.AVF(cfm) 39 18 Req.total capacity at 0.77 SHR 1.2 ton Heating Equipment Summary Cooling Equipment Summary Make Hydro Air Make Trade Trade Model Cond SEER 14.0 AHRI ref Coil 1.5 Ton AHRI ref Efficiency 96AFUE Efficiency 12.2 EER,14 SEER Heating input 20833 Btuh Sensible cooling 13806 Btuh Heating output 20000 Btuh Latent cooling 4194 Btuh Temperature rise 31 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.77 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. w r ig ti t soft 2022-Mar-21 15:03:51 ACCN Page 3 Energy Project Summary Job: 32LincolnAe Date: Mar 21, Efeieney Second Floor By. Mike Hicks 2 ii Consuttanls Energy Efficiency Consultants Plan: 32 Lincoln Am 10 Cadann Lane,`olley Cottage,NY 10989 Phone:845-271-9385 Email:M10&EEC cilGmail.com Project • • For. Samad Residence 32 Lincoln Ave,Rye Brook,NY 10573 Notes: Design Information Weather. White Plains Westchester Co A,NY,US Winter Design Conditions Summer Design Conditions Outside db 8 'F Outside db 95 'F Inside db 72 'F Inside db 75 °F Design TD 64 'F Design TD 20 'F Daily range M Relative humidity 50 % Moisture difference 55 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10039 Btuh Structure 8822 Btuh Ducts 7065 Btuh Ducts 4273 Btuh Central vent(61 cfm) 4252 Btuh Central vent(61 cfm) 1296 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21356 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 14333 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Average) Structure 1292 Btuh Ducts 1217 Btuh Central vent(61 cfm) 2243 Btuh Heatingg Cooling Outside air Area(ft2) 1033 1033 Equipment latent load 4753 Btuh Volume(ft') 9297 9297 Air changes/hour 0.26 0.12 Equipment Total Load(Sen+Lat) 19086 Btuh Equiv.AVF(cfm) 40 19 Req.total capacity at 0.75 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make HydroAir Make Trade Trade Model Cond SEER 14.0 AHRI ref Coil 2 Ton AHRI ref Efficiency 96AFUE Efficiency 12.2 EER,14 SEER Heating input 26042 Btuh Sensible cooling 18000 Btuh Heating output 25000 Btuh Latent cooling 6000 Btuh Temperature rise 29 'F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.061 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2022-Mar-2115:03:51 Page 4 ACCA / N«3\ 7 )@f2 %\ƒ\) \ �$${/ CO \7\\ E \ a , 2 R � $ } 2 k )i� j2\o \ƒ$/ m LU bZE � b � > � � # _ e & � k \ 'cc ^ R � )\6 °/ a S = a � I a £ 2 / & ) @)(/«\_ 7 ) 5 222\/ 6 � \ �$§$ c \�\k E / } \ � > 3 5 § \ q Q �% ] - m Lu w /ƒ] & � k w 2 % _ % j J � E \ L: [ # 2 £ \ k $ 2 co cIe Cl) o2 /J/ � )C )f\k CO 0 J 0 k a J � > > E \ \ \ m _ / & <J 7 k)/) / \:°°� \ ${�2 \ E } f 2 E § ° cu U ƒ% ]z cu § }77u \C °} uj /ƒ} b � � w � ■ � ■ � k k \ c2E » o2 (CD J§ � I)- � ]\) °ƒ m � $m a I=:Zrl APR VILLAGE OF RYE BROO � NYSECCC2020 BU{LD!UG DEPARTMEN I Section 403.3.3 Duct Tightness Compliance Report It f � i i I� Project: i 32 Lincoln Ave. Rye Brook, NY 10573 o Signature: j Michael Hicks Date: as RESNET Certified HERS Rater - a lux ICC Certified Plans Examiner ICC Certified Energy Inspector ACCA Certified HVAC Design Energy 3/31/2022 Energy Efficiency Consultants Efllciellcy Mike Hicks MHicks.EEC@GMail.com Consultants, :L..L.C, 845-271-9385 NYSECCC2020 Code Compliance Resort Section 403.3.3 Duct Testing (Mandatory) Test Date: 3/31/2022 Project Name: 32 Lincoln Ave Proiect Address: 32 Lincoln Ave City: Rye Brook State: NY ?�LE 10573 Technician(s): Allen Hicks Narrative: Duct testing was conducted in accordance with the NYSECCC2020; Section 403.3.3,- Duct Testing [Mandatory requirements]. All testing was performed by a representative of Energy Efficiency Consultants LLC. An Independent third party consulting firm. All employees are certified RESNET *HERS Raters Registered with Performance Systems Development as our provider. *[HERS Rater/ Home Energy Rating Systems Rater] Task Performed: Total duct leakage testing was performed on the installed system to verify code compliance in accordance with NYSECCC2020; Section 403.3.3 Equipment used was Energy Conservatory Duct Blaster Model #: DB 3 Serial #: 6676 Manometer DG700 Serial #: 12465-7-700 Duct leakage testing was performed on the entire supply and return ducted systems. Post Construction Test Criteria: Maximum total duct leakage permitted by code is less than or equal to 4 cfm per 100 sq ft. of conditioned floor area when tested at a pressure differential of 0.1 inches W.G. [ 25pa] across the entire system, including the manufactures air handler enclosure All registers shall be taped or otherwise sealed during the test. Project Testing Conditions: Maximum allowable air leakage is 4 cfm per 100 sq. ft. of conditioned floor area. Building: 1,900 Square Feet. (Upper Level Systems) Leakage Limit: 76 CFM Result: 75 CFM Total Duct Leakage Test Results: PASS The duct systems tightness does comply with the NYSECCC2020; Section 403.3.3; 3.9%Total Duct Leakage Signed: 14. V, Date: 3/31/2022 Please see enclosed computer diagnostic testing report for further details. DUCT LEAKAGE TEST E.E.C. Energy Efficiency Consultants 10 Carlann Lane Valley Cottage, NY 10989 Phone: 845-271-9385 Fax: 845-267-8280 Date of Test: March 31, 2022 Technician: Allen Hicks Test File: 32 Lincoln Master Customer: JK Heating and A/C LLC Building Address: 32 Lincoln Ave 32 Lincoln Ave Master Suite Master Suite Rye Brook, NY 10573 Rye Brook, NY 10573 Phone: Fax: Test Results 1. Measured Duct Leakage: 38.0 CFM /7.2 sq. in. (+/-0.0 %) 2. Duct Leakage as a Percent of System Airflow: 3. Duct Leakage as a Percent of Building Floor Area: 4. Leakage Split: Supply Side: 32.3 CFM /6.1 sq. in. Return Side: 5.7 CFM/ 1.1 sq. in. 5. Duct Leakage Curve: Flow Coefficient(C): 5.5 Exponent (n): 0.600 (Assumed) 6 Test Settings: Test Mode: Pressurization Test Pressure: 25.0 Pa Equipment: Series B Minneapolis Duct Blaster, S/N 6676 Test Type: Total Leakage (Duct Blaster Only) Building and System Parameters: Floor Area: 940 sq. ft. Average Supply Operating Pressure: 25.0 Pa System Airflow: Average Return Operating Pressure: 25.0 Pa Supply Leakage Split: 85 % Supply Leakage Penalty: 1.0 Return Leakage Split: 15 % Return Leakage Penalty: 0.5 Percentage of Measured Leakage Connected to Outside: 100% (38.0 CFM) DUCT LEAKAGE TEST Page 2 Date of Test: March 31, 2022 Test File: 32 Lincoln Master Data Points -Data Entered Manually: Duct Fan Fan Flow Fan Pressure (Pa) Pressure (Pa) (CFM) % Error Configuration 0.0 n/a 25.0 38.2 38 0.0 Ring 3 0.0 n/a Comments DUCT LEAKAGE TEST RESULTS E.E.C. Energy Efficiency Consultants 10 Carlann Lane Valley Cottage, NY 10989 Phone: 845-271-9385 Fax: 845-267-8280 Date of Test: March 31, 2022 Test File: 32 Lincoln Master Test Performed For: JK Heating and A/C LLC 32 Lincoln Ave Master Suite Rye Brook, NY 10573 Phone Test Results 1. Test Type: Total Leakage (Duct Blaster Only) 2. Test Pressure: 25.0 Pa 3. Measured Duct Leakage: 38.0 CFM (7.2 sq. in.) 4. Duct Leakage as a Percent of System Airflow: 5. Duct Leakage as a Percent of Building Floor Area: Additional Information Duct leakage is often one of the largest sources of energy loss in a house. Leaky supply ductwork causes expensive conditioned air to be lost before it can be delivered to the house, forcing your system to run longer to keep you comfortable. Leaky ductwork can seriously degrade indoor air quality by pulling pollutants and irritants directly into your house. Leaky return ductwork can also pull moisture into your home, making it feel uncomfortable even when the air conditioning is running. DUCT LEAKAGE CURVE E.E.C. Energy Efficiency Consultants 10 Carlann Lane Valley Cottage, NY 10989 Phone: 845-271-9385 Fax: 845-267-8280 Date of Test: March 31, 2022 Test File: 32 Lincoln Master 60 I I I I I I I I I I I I I I I I I I I I I I I I I I I — ' ---I I I I 1 ---- I ' ----- ---- 50 -r r-----,--T--I----------- - ---------r- I I I 1 r I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I ----' --- — 1 ' ————— —I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 30 ----�----L--J-- --r- ----------- ------------L------- I 1 1 1 1 1 I 1 I Duct Leakage (cfm) 1 I I I I I I I I I I I I I I I I I I I I f I I I 20 ---- --- ----1---�- --a----------------r--------- -------�-- I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I 10 I 1 1 1 1 1 I I 4 5 6 7 8 9 10 20 30 40 50 Duct Pressure (Pa) DUCT LEAKAGE TEST E.E.C. Energy Efficiency Consultants 10 Carlann Lane Valley Cottage, NY 10989 Phone: 845-271-9385 Fax: 845-267-8280 Date of Test: March 31, 2022 Technician: Allen Hicks Test File: 32 Lincoln 2F Customer: JK Heating and A/C LLC Building Address: 32 Lincoln Ave 32 Lincoln Ave Second Floor Second Floor Rye Brook, NY 10573 Rye Brook, NY 10573 Phone: Fax: Test Results 1. Measured Duct Leakage: 37.0 CFM /7.0 sq. in. (+/-0.0 %) 2. Duct Leakage as a Percent of System Airflow: 3. Duct Leakage as a Percent of Building Floor Area: 4. Leakage Split: Supply Side: 31.4 CFM/5.9 sq. in. Return Side: 5.5 CFM/ 1.0 sq. in. 5. Duct Leakage Curve: Flow Coefficient(C): 5.4 Exponent (n): 0.600 (Assumed) 6 Test Settings: Test Mode: Pressurization Test Pressure: 25.0 Pa Equipment: Series B Minneapolis Duct Blaster, S/N 6676 Test Type: Total Leakage (Duct Blaster Only) Building and System Parameters: Floor Area: 960 sq. ft. Average Supply Operating Pressure: 25.0 Pa System Airflow: Average Return Operating Pressure: 25.0 Pa Supply Leakage Split: 85 % Supply Leakage Penalty: 1.0 Return Leakage Split: 15 % Return Leakage Penalty: 0.5 Percentage of Measured Leakage Connected to Outside: 100% (37.0 CFM) DUCT LEAKAGE TEST Page 2 Date of Test: March 31, 2022 Test File: 32 Lincoln 2F Data Points -Data Entered Manually: Duct Fan Fan Flow Fan Pressure(Pa) Pressure (Pa) (CFM) % Error Configuration 0.0 n/a 25.0 36.3 37 0.0 Ring 3 0.0 n/a Comments DUCT LEAKAGE TEST RESULTS E.E.C. Energy Efficiency Consultants 10 Carlann Lane Valley Cottage, NY 10989 Phone: 845-271-9385 Fax: 845-267-8280 Date of Test: March 31, 2022 Test File: 32 Lincoln 2F Test Performed For: JK Heating and A/C LLC 32 Lincoln Ave Second Floor Rye Brook, NY 10573 Phone Test Results 1. Test Type: Total Leakage (Duct Blaster Only) 2. Test Pressure: 25.0 Pa 3. Measured Duct Leakage: 37.0 CFM (7.0 sq. in.) 4. Duct Leakage as a Percent of System Airflow: 5. Duct Leakage as a Percent of Building Floor Area: Additional Information Duct leakage is often one of the largest sources of energy loss in a house. Leaky supply ductwork causes expensive conditioned air to be lost before it can be delivered to the house, forcing your system to run longer to keep you comfortable. Leaky ductwork can seriously degrade indoor air quality by pulling pollutants and irritants directly into your house. Leaky return ductwork can also pull moisture into your home, making it feel uncomfortable even when the air conditioning is running. DUCT LEAKAGE CURVE E.E.C. Energy Efficiency Consultants 10 Carlann Lane Valley Cottage, NY 10989 Phone: 845-271-9385 Fax: 845-267-8280 Date of Test: March 31, 2022 Test File: 32 Lincoln 2F 60 I I I I I I I I I 50 I I I I I ! I I I I I I I I ! ! I I ----' ---' -- '-- I I I -------- ' ' ----- ' --- I 1 1 t I I I I I I I I I 1 I I I I I ► I I I I 1 I 1 I I ! I I 1 I I I 40 ----� ----r--- ---�--�- -I'--------------- ------- ------�---- I I I I I I I I I 1 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I 30 ----�---�-- -- -- -------------- - ---------L------ ---- Duct I I I I I 1 I I ! Leakage (Cfm) I I I 1 I I I I I I I I I I I I I I I I I I I I ! I 20 -------- ---+---�-- --1----------------a----------------�---- I I I I I I I I I I I 1 I I I I I I 1 I I I I I I I I I l I t t t I I I I I I I I I I I I I I I I I 1 I I 1 I I I I I I ! I I I I I I I I I I I I I I I I I I I I 1 ! I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I 1 I 10g i I 11 1 1 1 I I I 4 5 6 7 8 9 10 20 30 40 50 Duct Pressure (Pa) ■ ■ ■ Jason Mann ECN William Besharat ■ HOME BPI Certified Professionals jasonmann@ecntesting.com 914.557.1879 & TESTING ecntesting.com _T_- LEUM E Client Name: Clard Corp Property 32 Lincoln Ave Address: Rye Brook, NY 10573 VILLAGE OF RYE BROOK Phone #: 914-906-0364 F Email: maleksamad@gmail.com Blower Door Test (Infiltration Evaluation) Pre-test Baseline Date: 3.24.22 Pressure: -1.4Pa Fan Model: Model 3 CFM @ 50Pa: 2136 Serial Number: 415 ACH50: 2.89 Home Volume: 44,261cuft Cz 4 ACH50: < 3 Sq. Footage: 5,200sgft Inside Temp: 65degrees Flow Ring Installed: Ring A Outside Temp: 42degrees Meet Code: YES Post-test Baseline Time: 1:13pm Pressure N/A Comments: The home meets testing requirements per the 2020 ECCC-NYS section R402.4 with an ACH50 of 2.89. CERTIFIED BPI PROFESSIONAL \11)ason Mann BPI Certified Professional BPI ID #5058959 is Building Permit Check List&Zoning Analys EENG/DPW SBL Address: 37i N to trr o .>�- Zone: l L Use Z(� Const Type:�� Others Z(JSubmittal Date: Revisions Submittal Dates: lp to �� ' t� 2� � Applicant t o G a S I z� r r ( ,- 0 ` �' Z(0 2 l 3 2s f z Nature of Work v l�l S N O C (rA�� N�w V A.�---` 7- Reviews:ZBA: J U L Z Z IU19 PB: ( BOT• Other. N OK ( ) FEES:Filing. BP: (S,3 LT • 7 C/O, Legalization: ( ) (..)�APP: Dated ✓ Notarized. ✓SBL: -- Truss I.D. --Cross Connection: -- H.O.A.: Scenic Roads: Steep Slopes: Wetlands: Stoan Water Review: Street Opening. (•� ( ) ENVIRO: Long. Shore -Fees: 29Q) 1 S'D r -9 Z!S E N/A: SITE PLAN:Topo: ✓Si Protection S/ Mgmt: ✓Tree Plan Other. A, (Jf SURVEY:Dated `1 I �Z�Ill Current: �Archival:- Sealed: `" Unacceptable: (✓f ( ) PLANS:Date tamped Sealed Copies: Electronic: Other. (� ( ) License Workers Comp:�Liability- Comp.Waiver. Other. (vY ( ) CODE 753#: Dated N/A: (� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. (� ( ) FIRE ALARM/SMOKE DETECTORS.Plans: Permit: H.W.I.C.:_Battery:_Other. (� ( ) PLUMBINCs Plans: Permit Nat Gas: LP Gas: N/A/ Other /A: Other. (� ( ) H.V.A C.: Plans: Permit; N/A Other. FUEL TANK:Plans: Permit: Fuel Type: Other. •�C „)' 20I7 NY State ECCC: ✓N/A: Other. (4� ( ) 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. `t 1 Sf Z'J approval• '71112170 notes: ( )ZBA mtg.date: approval: notes: (-54B mtg.date: approval;- 2-D notes: REQUIRED EXISTING PROPOSED Lot' Z Nn`F-S' L- ot- , PROV5D Ana r2 .sit �o6,ti-1 s(0,'3�� oh Circle: LOD ' S t O' — - 1p — t Fronts e 6.S ' 3�3 . Z. z.s3•Z. l 10 LOL 6�2 Front: 'k Front: Sides: !s 'f o Q3 fy �7- •? 9 6L Rear: Main co a 3 S, 2 L1 0 Accs.Cov: ���� lJ N A Ft.H Sb: n 7 fo S - ol-z Sd.H sb: l , 6 0 l<Il s D GFA b It 39 _�� ,2 3 Li t-C Tot : ll .i2(�o O ( acto( 26Z Q� t- Ft.In : 'tDj-> Parkin¢. 75 Height/Stories:3 O 2- - --� no $ I u Z t=F_� ►J w 2 N A PL - " 7i �DQ1Ufiti.A'� - Vlkrhr-- Z� LAr LiNPL - i SCt l^ f►� Fs2 ar — I ,� I c Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: "CZ'I Z Address: 3 Z (' ( ti C o ti •'\,— Property Owner&Contact Info: Job Description: 13 V-A cs7t> (-.A`^�• �`�.LE-t N� 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/$1,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement= k`kL� J sq. ft. x $65.00 = $ rl 3� (QR9 — x$I5.00/$I,000.00= $ 1 A C>Lk # I',Fl. = IZ k-L sq.ft. x $225.00= $ 't1-1 s 2--P- x$I5.00/$I,000.00 = $ `( L-Z • r 2°d Fl. = 20� •2S q. ft. x $225.00= $ �SZ,,S3 ZSx$I5.00/$I,000.00= $ Attic= sq. ft. x $225.00= $ x$I5.00/$I,000.00= $ + zS cz Total Sq.Ft. = 5 5. , sq. ft. Total Cost= $ I 0 1 L�33� '� Total B.P.Fee= $ � S 4 3 �� ' 7 #Includes Attached Garage if Applicable. Total Amount Paid= $ a•� Total Amount Due = $ i S 3 I q,7 Date: APR - 5 2021 Signed: IE BUILD - MENT `=� v vlLw > ij1=R:. oOK MAY - 1 2020 938 KING i T A. ,NY 10573 (914)9 9Y 39-5801 VILLAGE OF RYE BROOK W rg BUILDING DEPARTMENT *****ttt*+*+*+**+#ww********wwwttt#twwt#t##**w***++t+*ww*****+t*rt*rt###wtttrt#t#rtrtrt###w#wt#*##rtrtrtw#tt#w##w+## 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: 3 Z l-- 1Y1 L ot--n (Ay-e. LoT A�2- Date of Submission: Parcel ID#: (35,5 7- 1 -`) ! 'T#z Zone: iZ-1 Z Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT The following items must be submitted to the Building Department by the applicant-no exceptions. 1. ( )Completed Application G OW Y3 ane �t r 2. ( )Two(2)sets of sealed plans. (one full size (maximum Property Owner: a l.Q.h allowable plan size=30"x 42") and one I I"x 17") Address: Z 3 �j�cJ�oJC 3. ( )Two(2)copies of the property survey. 4. ( )Two(2)copies of the proposed site plan. Phone# 9 t`I) 0(�- 6 3G�4 1 oG a 5, ( )One electronic/disc copy of the complete Applicant appearing before the Board: application materials.6. ( )Filing Fee. 7. ( )Any supporting documentation. 8. ( ) HOA approval letter. (rifapplicable) Address: 9. ( )Photographs. Phone# 10.( }Samples of finishes/color chart. (a sample boat•d or mode!may be presented the night of the erecting) Architect/Engineer:,�� G sc.,Wtt�..c.w-r•o fit, ,Qti1� Phone# 33 a 6 ra ram- 14%1( (L4)t lii't.rAarlc,N`l /t, 5-oA y 1-4f Z-7 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 Z��I'Q1 Sworn to before me this Z 7 day of , 20 42-0 day of �1u , 20 Z 1411 Si ere of rop y Owner snalure of Applicant Print Name of Property Owncr Print Name of Applicant r / Notary Public No Public NAN ARaENTO PETER J. CHO Notary Public,b•,zte:,i iJewYork III b-y-j:hestcr county NOTARY PUBLIC, STATE OF NEW YORK It0.80-:914278 NO. 01 CH5308766 C ii+ieo C� r;�Filar i, R,,Nyork county QUALIFIED IN WESTCHESTER COUNTY coc,r,ission cx,.ire,s Dec.7.20/1/ My COMMISSION EXPIRES DULY 28,20y2 �r� 3n1/19 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, March 16, 2022 ANNOUNCEMENT: PER THE GOVERNOR'S EXECUTIVE ORDER THIS MEETING WILL BE HELD VIRTUALLY THROUGH THE ZOOM PLATFORM. THE PUBLIC CAN ACCESS THE MEETING THROUGH THE FOLLOWING LINK: https://us02web.zoom.us/i/81417970741 OR BY OPENING ZOOM AND ENTERING THE MEETING ID: 81417970741 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 32 Lincoln Ave Amendment - Change Consent n 5563 (Samad) Driveway Configuration Agenda 64 Windsor Road Replace Existing Window Consent 5674 (Metz) & Door Openings with Agenda New Doors in Rear. 11 Lawridge Drive New Skylight, (Interior Consent 5675 (Goldstein) Renovations) Agenda 15 Red Roof Drive 4 Ft Black Aluminum 5676 (Gotlieb) Fence In Rear Yard (Legalization) 65 Rock Ridge Amendment To Prior Consent 5677 Drive (Ayala) Approval Agenda 11 Elm Hill Drive New Patio Door in Place Consent - 5682 (Debari) Of Window Agenda 275 S. Ridge Street New Roof Mounted Sign 5678 (Washington Park "American Prime" Plaza 14 Lawridge Drive Exterior Renovations and 5679 (Mendelsohn) Alterations @ Front Facade. 818 King Street Driveway Expansion, 5680 (Carabal-Mendes) Concrete Walk, & Stone Retaining Wall ML ✓ NM MR SE .� JM SF AC ✓ MI KC VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, March 16, 2022 ANNOUNCEMENT: PER THE GOVERNOR'S EXECUTIVE ORDER THIS MEETING WILL BE HELD VIRTUALLY THROUGH THE ZOOM PLATFORM. THE PUBLIC CAN ACCESS THE MEETING THROUGH THE FOLLOWING LINK: https://us02web.zoom.us/e/81417970741 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 23 Sleepy Hollow Demolish Sunroom: Install 5681 Rd (Kaplan) Gravel Patio, Steps, Railing & Door 67 Winding Wood 2nd Story Addition, & 5682 Road (Schneider) Front Portico Roof 6 Whippoorwill Amendments To Prior 5683 Road (Adelson) Approval ML NM MR SE JM SF AC MI KC VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, July 15, 2020 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on July 15, 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/i/84613127085 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: 846-1312-7085 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 32 Valley Terrace Roof Top Solar Array Consent 5024 (Kovoor) Agenda 33 Country Ridge Amendment To Prior Consent 5025 Drive (Umbro) Approval (May 2020) Add Agenda Knee Wall @ Patio 67 Greenway Circle Replace Existing Post & Consent 5026 (Kuhn) Rail fence In-Kind Agenda 3 Maple Court Trex Deck On Grade Consent 5027 (Schwartz) Agenda 19 Woodland Drive Replace Front Steps In-Kind Consent 5028 (Swerdloff) Agenda 517 Ellendale Ave New Rear Patio Consent 5029 (Devasia) Agenda 35 Winding Wood Legalize Rear Sports Court Consent 5030 Rd (Georges) & Wood Fence Agenda 20 Country Ridge Amendment To prior Consent 5031 Cir(Hannon) Approval (Siding Color, Agenda Gray Walnut Stain Door) ML NM MR SE JM SF AC MI JB 2 Brook Lane 8X12 Prefab Shed In Rear Consent 5032 (Camacho) Yard Agenda 2 Heirloom Lane Replace Flooring On Consent 5033 (Matles) Existing Deck w/Gray Agenda Trex„ White Trex Railings, Adding Post Low Lights 31 Brookridge Court Rebuild Front Entry& Stairs 5034 (Fraioli) w/Alteration 3 Hillspoint Lane 1/2 Story read Addition, 5035 (Cohen)(ZBA Rear Patio, Outdoor Kitchen, Approved) Front Walk, & interior Alterations 32 Lincoln Ave New 1 Family Dwelling on 5036 (Xiong/Goa) Subdivided Lot 23 Elm Hill Dr- Amendment To Prior U 5037 (Erb/Lin) Approval Patio, Windows & Stone Veneer 36 Rock Ridge Dr Rear 1 Story Addition, Rear 5038 (Cohen) (ZBA Deck, & Exterior Alterations Approved) 15 Woodland Dr Extend Rear Patio 5039 (Zislis & Paletz) w/Outdoor Kitchen, Roof Above, Hot Tub,New Stone Walls, &Fire Place 69 Winding Wood In Ground Swimming Pool -5040 Rd(Balik/Klein) & Pool Fence 20 Rockridge Drive Legalize Site Work and 5041 (Conte) Reduce Impervious Coverage. ML ✓ NM MR V SE V JM :/ SF AC MI fr, t BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KnvG STREET RYE BROOK,NY 10573 (914)939-0668 Phone (914)939-5 801 Fax mizzoarvebrook.org Memorandum To: Planning Board From: Michael J. Izzo, Building & Fire Inspector CC: Michael F. Stein, P.E. Date: October 16, 2019 Re: Zoning Analysis for 32 Lincoln Avenue, Proposed Subdivision of Land. The following analysis is based on an application and materials submitted by Hudson Engineering on July 19, 2019, and revised on October 10, 2019, on behalf of the property owners,Junjie Xiong& Chaun Gao, and include; • Exterior Building Permit Application dated July 19,2019,revised October 10,2019.The application is signed by the property owners and sealed by Michael F. Stein,P.E. • Application for Subdivision of Land dated July 19,2019 and signed by the property owners. • Application for Site Plan Approval dated July 19,2019,and sealed by Michael F. Stein, P.E. • Topographic Property Survey dated September 12,2019 prepared by T.C.Merritts Land Surveyors and sealed by Daniel T. Merritts,L.L.S. • Plan Set; Proposed 2 Lot Subdivision 32 Lincoln Avenue pages;C-1 dated 06/05/17 and last revised 10-1-19,C-2,C-3,and C-4 all dated 06/05/17 and all last revised 2-20-19. • Stormwater Management Plan&Drainage Analysis dated February 20,2019,prepared by Hudson Engineering and sealed by Michael F. Stein,P.C. • Wetlands Survey,narrative,and photos dated May 8,2015,prepared and sealed by Paul J.Jaehnig,Certified Professional Geologist and Professional Wetlands Scientist. 1. §250-6.G.(1)(d)[2]. The minimum required front yard setback for any unenclosed off-street parking is 25 feet. The proposed driveway/parking court shown for the newly created Lot 2 indicates a 9 foot setback from the front property line to the proposed parking area. JOHN G. SCARLATO JR. ARCHITECT 33 Byram Hill Road E ^ E��n E R Armonk, N.Y. 10504 (�,� V Phone: (914) 273-7350 MAR 11 2021 Fax: (914) 2 7 3-9 2 2 2 VILLAGE OF RYE BROOK BUILDING DEPARTMENT JGSCARLATO@GMAI L.COM 3/10/21 Mike Izzo Building Inspector Village of Rye Brook 938 King Street Rye Brook, NY 10573 Dear Mike: RE: 32 Lincoln Avenue Enclosed is one 24 x 36 and one 11 x 17 copies of revised A-3 and the new A-9 and A-10 with the foundation plan and details. If you have any questions or need anything else, please give me a call. Thank you for your help. Sincerely, John G. Scarlato Jr. D JOHN G. SCARLATO JR. MAR 2 5 2021 OK ARCHITECT BUILDING DEPARTMENT 33 Byram Hill Road Armonk, N.Y. 10504 Phone: (914) 273-7350 Fax: (914) 273-9222 JGSCARLATO@GMAIL.COM 3/24/21 Mike Izzo Building Inspector Village of Rye Brook 938 King Street Rye Brook, NY 10573 Dear Mike: RE: 32 Lincoln Avenue Enclosed is one 24 x 36 and one 11 x 17 copies of revised full revised set for construction with the general nots and deck detail pages up dated. If you have any questions or need anything else, please give me a call. Thank you for your help. Sincerely, John G. Scarlato Jr. jEV R MENT REVISE OCT 1 0 1019 E of AYE ox R APPLICATION 93ET RYE BR ,NY 10573 JUL 1 g 2019 DATED: 39-5801 e VILLAGE OF RYE BROOK MAR 2 5 2021 BUILDING DEPARTMENT ********APR* FOR OFFICE USE ONLY: DATED Approval Date: APR 2 12021 Permit# Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: ; Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary. ZBA Approval Date: Case# Other: —�c Application Fee: Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. 7obAddress:32 Lincoln Avenue 2. ParcelID#: 135.57-1-9 Zone: R-12 3. Proposed Improvement(Describe in detail): Construction of a single family dwelling pending approval of the proposed subdivison at 32 Lincoln Avenue. 4. Property owner: Junjie Xiong &Chuan Gao Address: 32 Lincoln Avenue Phone#203-722-5800 Cell# e-mail cg2188@yahoo.com List All Other Properties Owned in Rye Brook: Applicant: Same as Owner Address: Phone# Cell# e-mail Architect: Address: Phone# Cell# e-mail Engineer: Hudson Engineering & Consulting, P.C. Address: 45 Knollwood Road-Suite 201, Elmsford NY 10523 Phone#914-909-0420 Cell# e-mail Michael@hudsonec.com General Contractor: Address: Phone# Cell# e-mail (I) 3/21/19 5. Occupancy,(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction:Single family Post-construction:Single Family 6. Area of lot: Square feet: 56,978 I-OT Acres: 1.3 7. Dimensions from proposed building or structure to lot lines: front yard: 78.7 rear yard: 53.36 right side yard: 93.38 left side yard: 111.3 other: 8. If building is located on a corner lot,which street does it front on: 9. Area of proposed building in square feet: Basement:N/A In fl:2.942 2n1 fl: 904 3`d fl: N/A 10. Total Square Footage of the proposed new construction: 0 11. For additions,total square footage added:Basement: I'fl: 2nd fl: 3`d fl: 12. Total Square Footage of the proposed renovation to the existing structure: 13. N.Y.State Construction Classification: N.Y.State Use Classification: 14. Number of stories: 2 Overall Height:no Change Median Height: n0 Change 15. Basement to be full,or partial: N/A finished or unfinished: N/A 16. What material is the exterior finish: brick,wood siding(existing) 17. Roof style;peaked,hip,mansard,shed,etc: Peaked(existing) Roofing material:Shingle Roof(existing) 18. What system of heating: hot air(existing) 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an exip*;n0,automatic fire suppression system?(Fire Sprinkler,ANSI,System,FM-200 System,Type I Hood,etc...) Yes: ✓ No: (tfyes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets ofdetailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or mire of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: ✓ No: Area: 500 22. Will the nrnposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: ✓ No: (if yes,applicant must submit a Site Plan Application.&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: ✓ (if yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: ✓ No: (f yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: ✓ (rf yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: Fi D No: (if yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: ✓ Indicate: TIER 1: TIER 11: TIER III: ('dyes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: S Note:The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional es.including any material and laborwhich Fway be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be re _ rfib 30. Estimated date of completion: UJ nn PLANS OCT 10 2019 (2) DATED: - ROOK i21/19 BUILDING DEPARTMENT BUILDING DEPARTMENT._ ___._ f� 2 n�\a VILLAGE OF RYE BROOK j BEMs L� LE U V 938 KING STREET RYE BROOK,NY 1,0RANS OCT 10 2019 �o (914)939-0668 FAX(914)939-5 0���.E� BUILDING DEPARTMENT RESIDENTIAL LOT AREA COVERA Address: 32 Lincoln Avenue Section: 135.57 Block: 1 Lot: 9 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% x R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existinq: Proposed: 1. AREA OF LOT 100,007 Sq. Ft. 56,978 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 3,000 Sq. Ft. 3,000 Sq. Ft. b. Area of 15'Floor Divided By Area of Lot x 100 3.0 % 5.2% % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) 0 Sq. Ft. 0 Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 0 % 0 % 4. AREA OF DECK 0 Sq. Ft. 0 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 0 % 0 % F N = I attes S j ledge and belief, the above information is correct. is t u, 3/21/19 90FESSI0NP� BUILDING DEPART'V . ISE 1. VILLAGE OF RYE BROQ�, ,1 1CT 2��9 L✓ I 938 KING STREET RYE BROOK,f14Y�"ta '� (914) 939-0668 Fax(914) 9$4 IE V OOK I_ _ DEPARTMENT IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 32 Lincoln Avenue Section: 135.57 Block: 1 Lot: 9 Zone: R-12 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts,swimming pools, patios, sidewalks, ramps, terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area (sq.ft.)* Over Base R-35 15 Lot Area (%) R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 *"Base Lot Area" is the minimum end of the lot size R2-F 30 range in the"Lot Area"column Area of lot: 56,978(P) sq.ft. Existing Allowed Proposed Total impervious coverage = 7,901 S .ft. 14,995(P) S . ft. 7,901 S .ft. Front impervious coverage = .7% % 40 % 1.2 pF NEZV Np,EL I at t o dge and belief, the above information is correct. w w 's i e �10 �O. 8063l A�FES StON�� (4) 3/21/19 3 -to BUILDING DEPARTMENT REVISEEl� m 1 VILLAGE OF RYE BROOK PLANS OCT 10 2019 938 KING STREET RN'E BROOK,NY 1 EIATED (91 t)939-0668 FAx(9I4)939-584�________� _VrEums_ AYE BROOK BUILDING DEPARTMENT BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 32 Lincoln Avenue Section: 135.57 Block: 1 Lot: 9 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = 8,040 Sq. Feet b. Existing = 3,846 Sq. Feet c. Proposed = 3,846 Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area,shall be permitted to extend. Height and Setback shall be calculated using the formula; Height I Setback=X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTING PROPOSED REQUIRED FRONT: FRONT: FRONT: 44 R-35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 R-15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 RL 15A SIDE: SIDE: SIDE: 2.40 FRONT:Existing No FRONT:Existing No FRONT: .69 R-12 SIDE:Change SIDE:Change SIDE: 1.60 FRONT: FRONT: FRONT: .80 R f0 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 R-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-S SIDE: SIDE: SIDE: 4.00 T: FRONT: FRONT: 1.20 �Q� NEED_ SIDE: SIDE: 4.00 I t m I dge and belief, the above information is correct. Cc Arc I's r LU tP� ? 3/21/19 ^/0 fjnt>�7 ROFES S ONr�l`.' 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction:Vacant Post-construction:Single Family 6. Area of lot: Square feet:43,028 L.0-C "Z- Acres:0.99 7. Dimensions from proposed building or structure to lot lines: front yard: 53.0 rear yard: 145.2 right side yard: 78.7 left side yard: 20.4 other: 8. If building is located on a corner lot,which street does it front on:N/A 9. Area of proposed building in square feet: Basement: N/A 1,fl:2,112 2nd fl:2,112 3d fl: N/A 10. Total Square Footage of the proposed new construction: 4,224 11. For additions,total square footage added:Basement: I'fl: 2"d fl: 31 fl: 12. Total Square Footage of the proposed renovation to the existing structure: 13. N.Y.State Construction Classification: N.Y.State Use Classification: R-3 14. Number of stories: 2 Overall Height:29'-11° Median Height: 15. Basement to be full,or partial: N/A , finished or unfinished: N/A 16. What material is the exterior finish:Clapboard Siding 17. Roof style;peaked,hip,mansard,shed,etc: Peaked Roofing material:Shingle Roof 18. What system of heating:To be determined 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSI,System,FM-200 System,Type I Hood,etc...) Yes: No: X (f yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: X No: Area: 12,812 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: X No: (f yes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: X (ifyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: X No: (tf yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: X ('ifyes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: X No: (ifyes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: X Indicate: TIER I: TIER II: TIER III: (f yes,a Nome Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property. 29. What is the total estimated cost of construction: $ Note:The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO. 30. Estimated date of completion: (2) 3/21/19 BUILDING DEPARTMENT L"o i z- VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAx(914)939-5801 RESIDENTIAL LOT AREA COVERAGE Address: 32 Lincoln Avenue Section: 135.57 Block: 1 Lot: 9 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% x R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-21F 5,000 30% 5% 3.5% Existing: Proposed: Lx 1. AREA OF LOT NSA Sq. Ft. 43,028 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building _ (Including Attached Garage or Accessory Building) NSA Sq. Ft. 2,112 Sq. Ft. LOT Z b. Area of 1st Floor Divided By Area of Lot x 100 NSA % 4.9 % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) NSA Sq. Ft. NSA Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 NSA % N/A 4. AREA OF DECK NSA Sq. Ft. NSA Sq. Ft. a. Coverage of Deck Area of De k Divided By Area of Lot x 100 NSA % N/A % �OF Neyv Q� ELF Y I at t of` edge and belief, the above information is correct. Z * 1 ac 1 w Ar is e 2 r (3) �'ogtio" 8063� ��li�' 3/21/19 �FESSIONP BUILDING DEPARTMENT p-C VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 Fax (914) 939-5801 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 32 Lincoln Avenue Section: 135.57 Block: 1 Lot: 9 Zone: R-12 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts,swimming pools,patios, sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD Area(sq.ft.)* Over Base R-35 15 Lot Area(%) R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 &larger 11,260 22 R-7 40 R-5 30 R2-F`Base Lot Area"is the minimum end of the lot size 30 range in the"Lot Area"column Area of lot:43,028 sq.ft. Existing Allowed Proposed L...0rZ" Total impervious coverage = N/A S t. 11,926 g . ft. 3,446.6 S .ft. Front impervious coverage = NSA % 40 % 3.3 S OF NEW CAP`NpEL F SO G �Q la o h f y �W dge and belief,the above information is correct. Q w � 2 c t �� 9oFESS1ONPy (4) 3 21 19 Lp BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 32 Lincoln Avenue Section: 135.57 Block: 1 Lot: 9 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [(Lot Area—21,780) x 0.11478421 ]: a. Allowed = 6,439 Sq. Feet b. Existing = N/A Sq. Feet c. Proposed = 4,224 Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10% of the entire roof area,shall be permitted to extend. Height and Setback shall be calculated using the formula; Height/Setback=X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTING PROPOSED AW0111 QED FRONT: FRONT: FRONT: .44 PUS SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 I725 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 R-15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-15A SIDE: SIDE: SIDE: 2.40 FRONT:N/A FRONT: 0.44 FRONT: .69 R-12 SIDE: SIDE: 1.45 SIDE: 1.60 FRONT: FRONT: FRONT: .80 R 10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 R-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 OFlr: SIDE: SIDE: 4.00 Q EL FRONT: FRONT: 1.20 awl-w v ' SIDE: SIDE: 4.00 y k dge and belief, the above information is correct. n w w Arc ' na ur� (5) . 80 ROFESS1oNP`'� 3/21/19 BUILDING DEPARTMENT RN ECE E VILLAGE OF RYE BROOK JUL 19 2019 938 KING STREET RYE BROOK,NY 10573 (914)939-OW FA.x(914)939-5801 VILLAGE OF RYE BROOK www.rvebrook.orz BUILDING DEPARTMENT 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 PLUMING 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: 3, Junjie Xiong 8t Chuan Gao , residing at, 32 Lincoln Avenue 1 Print nam (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; 32 Lincoln Avenue , Rye Brook, NY. i oh 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. �Si��niriu. (I'n,h�rtc(l ❑�ri.0 Junjie Xiong & Chuan Gao (Print Name of Property Owner(s)) ^^ Sworn to before me this day of y01 ,20 (Notary Public) (,HH:S i'OFHER J. BRADBURY Notary Public,State of New York No.01 BR6159985 (6) Qualified in Westchester county Commission Fxpires January 29,20� 3/21/19 This form must be properly completed ¬arized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: Junjie Xiong & Chuan Gao Subject Property: 32 Lincoln Avenue SBL: 135.57-1-9 Zone: R-12 Please take notice that the subject; V One or Two Family; ❑ Commercial, 11 New Structure ❑ Addition to an Existing Structure JUL 19 2019 ❑ Rehabilitation to an Existing Structure VILLAGE OF RYE BETOOK to be constructed or performed at the subject property will utilize; BUILDING DEPARTI',i1ENT ❑ Truss Type Construction(TT) ❑ Pre-Engineered Wood Construction(PW) ❑ Timber Construction(TC) in the following location(s); ❑ Floor Framing, including Girders & Beams (F) ❑ Roof Framing (R) ❑ Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood,or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§i264 for Commercial Buildings, and NYCRR§1265 for One&%Two &De! s. z//0 Date 'gn rl r Date Property O Date Notary Public ��temw'UYR Y(7) Notary P ork No.01 BR6159985 Qualified in Westchester County Commission Expires January 29,20� This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: Junjie Xiong & Chuan Gao ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property,and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this 2 ' Sworn to before me this ?3�� day of , 20 day of 203-- Signature of Property Owner Signature of Applicant Print Name of Property Owner Print Name of Applicant Notary Public Notary Public CHRISTOPHER J DBURY CHRISTOPHER J.Notary Public,State of New York NotaryBRADw York Public,State of Ne No.01 BR6159985 No.01 BR6159985 W York Qualified in Westchester County� Qualified in Westchester County Commission Expires January 29,20-1 Commission Expires January 29.20 23 (g) 3/21/19 Mike Izzo From: Mike Izzo Sent: Wednesday, September 11, 2019 1:29 PM To: 'Michael Stein' Cc: Michal Nowak; 'Thomas Kohany'; 'Cathy Gao'; Steven Fews;tgerardi@ryebrook.org; Liz Caruso Subject: RE: 32 Lincoln Avenue - 2 lot subdivision Attachments: 32 lincoln C-1.pdf; Exterior BP Full 3.21.19.pdf Dear Mr. Stein, Thank you for the response. I did see the zoning table on the plan, however it is incomplete as is the application. In order to perform a comprehensive zoning analysis you must show that the proposed subdivision of land will not create any zoning inconsistencies for the existing dwelling and lot, as well as for the proposed dwelling and lot. As such you must complete duplicate application bulk pages and show a more comprehensive zoning analysis chart which reflects all bulk and zoning regulations as contained in the code for both proposed lots. I have attached another copy of the Exterior Building Permit Application hereto which contains the pertinent bulk standard pages; specifically pages 2, 3,4, and 5. We don't need an entire duplicate application,however the bulk pages for both proposed buildings and lots must be provided and that information reflected on two separate zoning charts. The application pages and charts should clearly identify to which lot each pertains. Once we receive the survey and the additional information I can continue my review and further process the application. Thank you. IffkIW ( , /zzo Building &Fire Inspector Village of Rye Brook, NY Phone—(914) 939-0668 Fax—(914) 939-5801 mizzo ,ryebrook.org From: Michael Stein [mailto:michael@hudsonec.com] Sent:Tuesday,September 10, 2019 11:25 AM To: Mike Izzo<Mlzzo@ryebrook.org> Cc: Michal Nowak<M Nowak@ ryebrook.org>; 'Thomas Kohany' <thomas@hudsonec.com>; 'Cathy Gao' <cg2188@yahoo.com> Subject: 32 Lincoln Avenue-2 lot subdivision Hi Mike, I just spoke with your office regarding the subdivision application for 32 Lincoln Avenue because I did not see it on the agenda for Thursday night. Your office informed me that you left a message for me in July. I have no record of a voicemail or other message. Regardless,your secretary informed me that we must have the survey updated to be less than a year old. Therefore,we are contacting Thomas Merritts office to have the survey updated. She also said we need to provide a zoning analysis of the existing house. That was included on the bottom left corner of sheet C-1 that was submitted as part of the application (see attached). i ,please let me know if there are any other issues. Thank you. Michael F. Stein, P.E., President Hudson Engineering & Consulting, P.C. 45 Knollwood Road - Suite 201 Elmsford, New York 10523 (914) 909-0420 (914) 804-5463 (mobile) (914) 560-2086 (fax) This email message from Hudson Engineering & Consulting, P.C. is private and may contain privileged information. If you are not the intended recipient, please do not read, copy or use it or disclose it to others. If you have received this message in error, please notify the sender immediately by replying to this message and then delete it from your system. Thank you. 2 Michal Nowak From: Michal Nowak Sent: Wednesday, October 23, 2019 2:52 PM To: 'Michael Stein' Cc: Tara Gerardi; 'Thomas Kohany' Subject: RE: 32 Lincoln Avenue, proposed Subdivision of Land Mike, I looked at the project and I need the following items prior to this going before the planning Board 1.) Preliminary Subdivision Plat Map 2.) Fees 525 for Site Plan, 1150 for Wetlands and 2500 Escow for Planning Board 3.) Need 2 more copies of all plans 4.) Landscaping plan showing all landscaping and trees that are to be replanted as per 235-18 5.) There is a Con Ed medium pressure main in front of the road there so they need to be brought in and coordinated with this sewer line. 6.) How is this unit being heated??There is a gas moratorium right now for new services 7.) Sewer force main, have you looked into tying into the manhole at Talcott Road by#1 Talcott instead of running all the way down to Deer Run? HUDSON ENGINEERI NG CONSULTING, P.C. December 5, 2019 Mr. Michal J. Nowak, Superintendent/Village Engineer Village of Rye Brook Department of Public Works 938 King Street, Rye Brook, NY 10573 Re: Proposed 2-Lot Subdivision 32 Lincoln Avenue Rye Brook - New York Dear Mr. Nowak: Regarding the above referenced Planning Board Subdivision application, the closing of the existing septic tank and installation of a new sanitary pump with associated service line for the existing dwelling will result in the disturbance approximately 620 square feet within the 100-foot wetlands buffer. As mitigation to offset the disturbance within the wetlands buffer, the project will include the elimination of an existing septic field (located within the wetlands buffer) and removal of invasive species within the wetlands buffer on site. Thank you. hael F. Stein, P.E. President 46 Knollwood Rood, Suite 201 - Elmsford. NY 10523 (914) 909-0420 Fax (914) 560-2086 ATTACHMENT NEGATIVE DECLARATION: REASONS SUPPORTING DETERMINATION 32 LINCOLN AVENUE APPLICATIONS FOR SUBDIVISION, SITE PLAN, AND WETLANDS PERMIT Specifically, with respect to the Proposed Action: 1. The Proposed Action will not create a material conflict with an adopted land use plan or zoning regulations. The Proposed Action is located within the R-12 One-Family Residential zoning district. The use is a permitted use in the R-12 district. The Proposed Action will not require any variances. 2. The Proposed Action will result in a change in the use or intensity of the use of land. The Proposed Action would result in the creation of a new building lot and the addition of one single-family home on an undeveloped property. While this will be an increase in the intensity of the use of the undeveloped property, it is in an area developed with other single-family homes. The Proposed Action will not replace or eliminate existing facilities, structures, areas of historic importance to the community, or create significant adverse demand for additional community services (e.g., schools, police and fire), as capacity of existing community services are expected to be adequate. 3. The Proposed Action will not have a significant adverse environmental impact on the character or quality of the existing community. The Proposed Action would result in the creation of a new building lot and the addition of one single-family home on an undeveloped property. It is in an area developed with other single- family homes. 4. The Proposed Action will not have a significant adverse environmental impact on a Critical Environmental Area (CEA). There are no Critical Environmental Areas in or adjacent to the area of the Proposed Action. 5. The Proposed Action will not have a significant adverse environmental impact on the existing level of traffic or affect existing infrastructure for mass transit, biking or walkway. 32 Lincoln Avenue SEQRA Negative Declaration The Proposed Action would result in the creation of a new building lot and the addition of one single-family home. Therefore, no impacts to the existing transportation systems are anticipated. 6. The Proposed Action will not have a significant adverse environmental impact as a result of an increase in the use of any form of energy. It is anticipated that the existing energy infrastructure would serve the Proposed Action and that enough surplus exists to meet potential demand. The Proposed Action does not require a new, or an upgrade to any existing substation. 7. The Proposed Action will not have a significant adverse environmental impact to existing public water or wastewater facilities. The Proposed Action includes the removal of the existing septic system at the existing dwelling and a connection to the public wastewater system. The proposed dwelling would be connected to the public water and wastewater systems. There are no significant adverse environmental impacts anticipated. 8. The Proposed Action will not have a significant adverse environmental impact to important historic, archaeological, architectural or aesthetic resources. The property is located in the Lincoln Avenue Scenic Roads Overlay District which includes special regulations to help protect the scenic qualities of Lincoln Avenue that include increased front yard setbacks and 35-foot vegetative buffers along the street frontage. The Applicant has amended the layout of the driveway for the proposed home to minimize impacts to the 35-foot buffer along Lincoln Avenue. In addition, 18 deciduous trees are proposed to be planted on the site of the proposed home. 9. The Proposed Action will not have a significant adverse environmental impact to natural resource such as wetlands, waterbodies, groundwater, air quality, and flora and fauna. The property is located within the 100-year flood plain and the Village-regulated100-foot wetland buffer of the Blind Brook that flows across the rear of the lot. In accordance with the regulations of Chapter 245 of the Village Code, the locations of the wetlands were confirmed by a Certified Wetland Scientist. The findings of the wetland investigation were provided to the Planning Board in a report prepared by Paul J. Jaehnig, Certified Wetland Scientist dated November 30, 2019. Disturbance to the Village-regulated wetland is a result of the work proposed for removal of the existing septic system and the installation of the sewer piping. Since the removal of the existing septic area is required, the disturbance to the wetland buffer cannot be eliminated by revision of 2 32 Lincoln Avenue SEQRA Negative Declaration the plan, therefore, mitigation will be required. The area of disturbance is approximately 620 square feet. The Applicant has proposed mitigation involving the removal of invasive species in 1,240 square feet of the wetland area. 10. The Proposed Action will not result in an increase in potential for erosion, flooding or drainage problems. The construction of the proposed home and site improvements will involve physical alteration of the site. The Applicant has provided a detailed Soil Erosion and Sediment Control Plan to minimize and control erosion at the time of construction. The site is located within the 100-year floodplain. However. the Proposed Action is not anticipated to have any impact on flooding or create drainage problems. 11. The Proposed Action will not result in a hazard to environmental resources or human health. It is not anticipated that the Proposed Action will result in any hazards to environmental resources or human health. Based upon this information and the information in the Full Environmental Assessment Form, as well as all other information submitted to the Planning Board, the Planning Board finds that the Proposed Action will not have any significant adverse impacts upon the environment. This Negative Declaration indicates that no environmental impact statement need be prepared and that the SEQRA process is complete. Lead Agency: Village of Rye Brook Planning Board 938 King Street Rye Brook, NY 10573 Attn: Robert Goodman, Chairman 3 ATTACHMENT NEGATIVE DECLARATION: REASONS SUPPORTING DETERMINATION 32 LINCOLN AVENUE APPLICATIONS FOR SUBDIVISION, SITE PLAN, AND WETLANDS PERMIT Specifically, with respect to the Proposed Action: 1. The Proposed Action will not create a material conflict with an adopted land use plan or zoning regulations. The Proposed Action is located within the R-12 One-Family Residential zoning district. The use is a permitted use in the R-12 district. The Proposed Action will not require any variances. 2. The Proposed Action will result in a change in the use or intensity of the use of land. The Proposed Action would result in the creation of a new building lot and the addition of one single-family home on an undeveloped property. While this will be an increase in the intensity of the use of the undeveloped property, it is in an area developed with other single-family homes. The Proposed Action will not replace or eliminate existing facilities, structures, areas of historic importance to the community, or create significant adverse demand for additional community services (e.g., schools, police and fire), as capacity of existing community services are expected to be adequate. 3. The Proposed Action will not have a significant adverse environmental impact on the character or quality of the existing community. The Proposed Action would result in the creation of a new building lot and the addition of one single-family home on an undeveloped property. It is in an area developed with other single- family homes. 4. The Proposed Action will not have a significant adverse environmental impact on a Critical Environmental Area (CEA). There are no Critical Environmental Areas in or adjacent to the area of the Proposed Action. 5. The Proposed Action will not have a significant adverse environmental impact on the existing level of traffic or affect existing infrastructure for mass transit, biking or walkway. 32 Lincoln Avenue SEQRA Negative Declaration The Proposed Action would result in the creation of a new building lot and the addition of one single-family home. Therefore, no impacts to the existing transportation systems are anticipated. 6. The Proposed Action will not have a significant adverse environmental impact as a result of an increase in the use of any form of energy. It is anticipated that the existing energy infrastructure would serve the Proposed Action and that enough surplus exists to meet potential demand. The Proposed Action does not require a new, or an upgrade to any existing substation. 7. The Proposed Action will not have a significant adverse environmental impact to existing public water or wastewater facilities. The Proposed Action includes the removal of the existing septic system at the existing dwelling and a connection to the public wastewater system. The proposed dwelling would be connected to the public water and wastewater systems. There are no significant adverse environmental impacts anticipated. 8. The Proposed Action will not have a significant adverse environmental impact to important historic, archaeological, architectural or aesthetic resources. The property is located in the Lincoln Avenue Scenic Roads Overlay District which includes special regulations to help protect the scenic qualities of Lincoln Avenue that include increased front yard setbacks and 35-foot vegetative buffers along the street frontage. The Applicant has amended the layout of the driveway for the proposed home to minimize impacts to the 35-foot buffer along Lincoln Avenue. In addition, 18 deciduous trees are proposed to be planted on the site of the proposed home. 9. The Proposed Action will not have a significant adverse environmental impact to natural resource such as wetlands, waterbodies, groundwater, air quality, and flora and fauna. The property is located within the 100-year flood plain and the Village-regulated100-foot wetland buffer of the Blind Brook that flows across the rear of the lot. In accordance with the regulations of Chapter 245 of the Village Code, the locations of the wetlands were confirmed by a Certified Wetland Scientist.The findings of the wetland investigation were provided to the Planning Board in a report prepared by Paul J. Jaehnig, Certified Wetland Scientist dated November 30, 2019. Disturbance to the Village-regulated wetland is a result of the work proposed for removal of the existing septic system and the installation of the sewer piping. Since the removal of the existing septic area is required,the disturbance to the wetland buffer cannot be eliminated by revision of 2 32 Lincoln Avenue SEQRA Negative Declaration the plan,therefore, mitigation will be required.The Applicant has proposed square feet of mitigation that includes 10. The Proposed Action will not result in an increase in potential for erosion, flooding or drainage problems. The construction of the proposed home and site improvements will involve physical alteration of the site. The Applicant has provided a detailed Soil Erosion and Sediment Control Plan to minimize and control erosion at the time of construction. The site is located within the 100-year floodplain. However, the Proposed Action is not anticipated to have any impact on flooding or create drainage problems. 11. The Proposed Action will not result in a hazard to environmental resources or human health. It is not anticipated that the Proposed Action will result in any hazards to environmental resources or human health. Based upon this information and the information in the Full Environmental Assessment Form, as well as all other information submitted to the Planning Board, the Planning Board finds that the Proposed Action will not have any significant adverse impacts upon the environment. This Negative Declaration indicates that no environmental impact statement need be prepared and that the SEQRA process is complete. Lead Agency: Village of Rye Brook Planning Board 938 King Street Rye Brook, NY 10573 Attn: Robert Goodman, Chairman 3 NOTICE OF PUBLIC HEARING Public Notice is hereby given for an application to the Village of Rye Brook for a Site Plan, Subdivision, Wetlands and Steep Slopes approval. The matter is scheduled for a Public Hearing / Meeting before the Planning Board on December 12, 2019 at 7:30 p.m., at Rye Brook Village Hall, 938 King Street. Owner: Junjie Xiong & Chuan Gao Applicant: Michael Stein, Hudson Engineering and Consulting Premises: 32 Lincoln Avenue (Parcel ID# 135.57-1-9) Application: Review of a Site Plan, Subdivision, Wetlands and Steep Slopes Application for the proposed one family residential lot subdivision and dwelling. Additional information is available at the Rye Brook Engineering Department at (914) 939-0753. Agency Use Only [if applicablel Project: Date: Short Environmental Assessment Form Part 2 - Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ Elregulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑✓ ❑ 3. Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? ❑✓ ❑ 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ El or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater, air quality,flora and fauna)? ❑ ❑ 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? ❑ ❑ PRINT FORM Pagel of2 SERF 2019 Agency Use Only[If applicable] Project: Date: Short Environmental Assessment Form Part 3 Determination of Significance For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting, probability of occurring,duration,irreversibility,geographic scope and magnitude. Also consider the potential for short- term,long-term and cumulative impacts. See attached Narrative Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑✓ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Village of Rye Brook Planning Board 12/12/19 Name of Lead Agency Date Robert Goodman Chairman Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT FORM Page 2 of BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 K1*,G STREET RvE BRooK,NY 10573 (914)939-0668 Phone (914)939-5801 Fax mizzo'a!3 ebrook.ore Memorandum To: Planning Board From: Michael J. Izzo, Building& Fire Inspector 1 CC: Michael F. Stein, P.E. l Date: October 16, 2019 Re: Zoning Analysis for 32 Lincoln Avenue. Proposed Subdivision of Land. The following analysis is based on an application and materials submitted by Hudson Engineering on July 19, 2019, and revised on October 10. 2019. on behalf of the property owners, Junjie Xiong& Chaun Gao, and include. • Exterior Building Permit Application dated July 19,2019,revised October 10,2019. The application is signed by the property owners and sealed by Michael F. Stein, P.E. • Application for Subdivision of land dated July 19. 2019 and signed by the property owners. • Application for Site Plan Approval dated July 19, 2019.and sealed by Michael F. Stein, P.E. • Topographic Property Survey dated September 12,2019 prepared by T.C. Merrins Land Surveyors and sealed by Daniel T. Merritts. L.L.S. • Plan Set. Proposed 2 Lot Subdivision 32 Lincoln Avenue pages; C-1 dated 06/05/17 and last revised 10-1-19,C-2.C-3, and C-4 all dated 06/05/17 and all last revised 2-20-19. • Stormwater Management Plan& Drainage Analysis dated February 20,2019,prepared by Hudson Engineering and sealed by Michael F. Stein, P.C. • Wetlands Survey, narrative,and photos dated May 8, 2015, prepared and sealed by Paul J. Jaehnig,Certified Professional Geologist and Professional Wetlands Scientist. 1. §250-6.G.(1)(d)[2]. The minimum required front yard setback for any unenclosed off-street parking is 25 feet. The proposed driveway/parking court shown for the newly created Lot 2 indicates a 9 foot setback from the front property line to the proposed parking area. BR �A 198 tt4� J�✓'VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook, N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914) 939-1121 Fax (914) 939-0242 Christopher J. Bradbury www.ryebrook.org TRUSTEES Susan R. Epstein Stephanie J. Fischer David M. Heiser Jason A. Klein November 22, 2019 To: Westchester County Department of Health 145 Huguenot Street New Rochelle, NY 10801 Subject: Notification of Intent to Declare Lead Agency Pursuant to 6 NYCRR 617 Dear Sir or Madam: The Village of Rye Brook Planning Board is hereby notifying you that it is reviewing an application for a two-lot subdivision, site plan and wetlands permit at the property located at 32 Lincoln Avenue, Town of Rye Tax Parcel 135.57-1-9, within the R-12 and Scenic Road Overlay Districts. The Village Planning Board has determined the project to be an Unlisted Action pursuant to the provisions of the State Environmental Quality Review Act (SEQRA). Furthermore, the Village Planning Board hereby declares its intent to be the Lead Agency for the review of the action under SEQRA. Enclosed is a Lead Agency Selection Reply Form for your use. Pursuant to SEQRA, the Village Planning Board will automatically become the Lead Agency unless you submit a written objection to the Village Planning Board within 30 calendar days of the mailing of this notification. Very truly yours, Robert Goodman, Chairman Village of Rye Brook Planning Board BR(1,� . 'K `CI,LGiuJJ V L�CGo '1 1932 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook, N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914) 939-1121 Fax (914) 939-0242 Christopher J. Bradbury www.tyebrook.org TRUSTEES Susan R. Epstein Stephanie J. Fischer David M. Heiser Jason A. Klein November 22, 2019 To: Village of Rye Brook Architectural Review Board Attn. Mitchell Levy, Chair 938 King Street Rye Brook, N.Y. 10573 Subject: Notification of Intent to Declare Lead Agency Pursuant to 6 NYCRR 617 Dear Sir: The Village of Rye Brook Planning Board is hereby notifying you that it is reviewing an application for a two-lot subdivision, site plan and wetlands permit at the property located at 32 Lincoln Avenue, Town of Rye Tax Parcel 135.57-1-9, within the R-12 and Scenic Road Overlay Districts. The Village Planning Board has determined the project to be an Unlisted Action pursuant to the provisions of the State Environmental Quality Review Act (SEQRA). Furthermore, the Village Planning Board hereby declares its intent to be the Lead Agency for the review of the action under SEQRA. Enclosed is a Lead Agency Selection Reply Form for your use. Pursuant to SEQRA, the Village Planning Board will automatically become the Lead Agency unless you submit a written objection to the Village Planning Board within 30 calendar days of the mailing of this notification. Very truly yours, Robert Goodman, Chairman Village of Rye Brook Planning Board 1�M.VVyjj VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook, N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914)939-0753 Fax(914)939-5801 Christopher J. Bradbury www.fyebrook.org TRUSTEES Susan R. Epstein SUPT.OF PUBLIC WORKS Stephanie J. Fischer Michal Nowak David M. Heiser Jason A. Klein May 21, 2020 Junjie Xiong& Chuan Gao PO Box 11083 Greenwich, CT 06831 Re: Escrow Account for 32 Lincoln Avenue Dear Property Owner: Your Project currently has a Negative balance. Please deposit with the Village, the sum of $2,500 (two thousand five hundred dollars) as soon as possible. Our office has not received the final invoices for the project however a spread sheet outlining invoices is attached for your review. Thank you for your attention to this matter. Sincerely, Michal J. Nowak Superintendent of Public Works /tg enclosures PR06 ECT ADDRESS 32 LNICOLN AVE PRO.ECT NAME XIOH3/OAO ACCOUNT• ACCOUNT START OATE: ACCOUNT CLOSE DA TE. Acct dow dote hem MOICE DATE WVOICE M CHECK DATE CHECK• DISTRIBUTED TO DENT DEPOSIT MYeos Unpold InvoloM Cnh on Hind 7/12/2019 3727 VRB S 2,500.00 11/12/2019 52004 1/3/2020 1222 KAS S 2J0.00 12110=19 52M 1MIM /222 KAB S 257.50 1/9/2020 53750 2/20/2020 1229 K&B S 1.092.50 1/312020 F4133.17-01 FPC S 992.00 2ANY020 F4133.17-02 FPC S 930.00 2M9/2020 F4133.17-03 FPC S 372.00 S J 904.00 S 2 500.00 1 S 1 922.00 $518.00 I /V 555 Theodore Fremd Ave.,Suite C-301 FREDERICK P. CLARK ASSOCIATES Rye, NY 10580 PLANNING,TRANSPORTATION,ENVIRONMENT AND DEVELOPMENT T:914.967.6540 a Hardesty&Hanover cornpan)� www.hardestyhanover.com MEMORANDUM To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook Date: November 6, 2019 Subject: 32 Lincoln Avenue—Application for Approval of a Subdivision, Site Plan and Wetlands Permit As requested, we reviewed applications, correspondence and plans submitted by Hudson Engineering & Consulting, P.C., on behalf of the property owners, Junjie Xiong and Chuan Gao, for approval of a two-lot subdivision, site plan and wetlands permit for the construction of a new home on the newly created lot and the existing home to remain. The property is located at 32 Lincoln Avenue, Parcel ID 135.57-1-9 on the Town of Rye Tax Map, in the R-12 and the Scenic Road Overlay Districts (SROD). Property Description The 2.3-acre property is currently developed with a single-family residence with an attached garage, driveway and curb cut, and a patio and walkway in the rear yard. The rear property line is located along the channel of the Blind Brook. Almost all of the yard is within the 100-foot regulated watercourse buffer. Several trees and a small watercourse are located on the property. Project Description The Applicant is proposing to subdivide the existing property into two lots. The newly created lot would have a new single-family home with the existing home remaining on the other lot. Review We reviewed application materials, correspondence and plans that include the following items- 1. Short Environmental Assessment Form, and EAF Mapper Summary Report dated 2/20/2019 2. Application for Site Plan Approval 3. Site Plan Submittal Review Check List 4. Application for Subdivision of Land 5. Exterior Building Permit Application 6. Stormwater Management Plan and Drainage Analysis prepared by Hudson Engineering & Consulting, dated 2/20/19 7. Wetlands Survey prepared by Paul J. Jaehnig, dated 5/8/15 8. Proposed House Elevations prepared by John Jones Architect dated 9/4/17 9. Property Survey prepared by TC Merritts Land Surveyors, dated 9/12/19 10. The following plans prepared by Hudson Engineering & Consulting, P.C. generally entitled, "Proposed 2 Lot Subdivision 32 Lincoln Avenue," last revised 10/1/19: a. Sheet C-1, "Subdivision Plan" b. Sheet C-2, "Off-Site Analysis" C. Sheet C-3, "Details" d. Sheet C-4, "Details" Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application.- 1. Short Environmental Assessment Form. The Short Environmental Assessment Form and EAF Mapper Summary Report indicates two environmental issues on the property: • the presence of regulated wetlands or water bodies; and • location within the 100-year flood plain. 2. Scenic Road Overlay District. The property is located in the Lincoln Avenue SROD, which includes special regulations to help protect the scenic qualities of Lincoln Avenue that include increased front yard setbacks and 35-foot vegetative buffers along the street frontage. The Applicant is proposing to remove trees within the 35-foot vegetative buffer. 3. Tree Preservation and Protection. The site plan indicates that a total 18 trees would be removed from the property to construct the proposed site plan. These 18 trees are regulated by Chapter 235, Trees, of the Village Code because they are 10 inches or more DBH. Pending review by the Village Engineer, the removal of the thirteen trees that are 10 inches to 24 inches DBH would require the installation of thirteen new, 2 to 2.5-inch caliper, native, non- invasive trees on the property, and the removal of the two trees that are 26 inches DBH would require installation of four new, 2 to 2.5-inch caliper, native, non-invasive trees. There are several existing regulated trees located in proximity to the work area that would remain on the property after construction. These trees should be protected during construction as required by Chapter 235. The site plan should be revised to show all the proposed locations of tree protection measures to be installed during construction and should include the standard Rye Brook tree protection details and notes included in Chapter 235. 4. Wetlands, Wetland Buffers and Flood Plains. The property is located within the 100-year flood plain and the Vill ag e-reg ulated 1 00-foot wetland buffer of the Blind Brook that flows across the rear of the lot. The limits of the flood plain are not shown on the site plan. The site plan should be revised to add this information. According to the site plan and Wetlands Survey Report, the wetlands investigation and flagging were completed on May 8, 2015. In accordance with the regulations of Chapter 245 of the Village Code, the location of the wetlands shall be verified no earlier than 12 months prior to the date of filing the application. The investigation should be recertified by the wetland scientist. The proposed work within the wetland buffer for removal of the existing septic system and the installation of the sewer piping requires review by the Planning Board for compliance with the regulations of Chapter 245 of the Village Code, and issuance of a Wetlands Permit. The applicant should provide calculations of the areas of the lot to be physically disturbed within the limits of the buffer. Since the removal of the existing septic area is required, the disturbance to the wetland buffer cannot be eliminated by revision of the plan, therefore, mitigation will be required. The amount of mitigation is based on the area of physical disturbance. Mitigation is expected to be provided on the site and within the buffer that is disturbed. Stormwater management or erosion control during construction required by the Village Code is not considered mitigation. The Planning Board may considered other types of mitigation, such as improvement of the associated wetland or removal of invasive species in areas in the buffer that would not otherwise be disturbed by construction, in certain cases, if all other options discussed above are determined by the Board not to be feasible. 5. Landscape Plan. The site plan does not include a landscape plan for the location of restoration plantings after construction and grading is completed. A landscape plan that includes the required replacement trees for existing trees removed and any potential enhancement plantings in the wetland buffer for disturbance of the buffer should be provided. We look forward to discussion with the Planning Board. Sarah L. Brown Senior Associate/Planning cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Michael F. Stein, P.E., for the Applicant N 555 Theodore Fremd Ave.,Suite C-301 FREDERICK P. CLARK ASSOCIATES Rye, NY 10580 PLANNING,TRANSPORTATION,ENVIRONMENT AND DEVELOPMENT T:914.967.6540 Hardesty h H«,tuuE>r company www.hardestyhanover.com MEMORANDUM To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook Date: December 6, 2019 Subject: 32 Lincoln Avenue—Application for Approval of a Subdivision, Site Plan and Wetlands Permit As requested, we reviewed applications, correspondence and plans submitted by Hudson Engineering & Consulting, P.C., on behalf of the property owners, Junjie Xiong and Chuan Gao, for approval of a two-lot subdivision, site plan and wetlands permit for the construction of a new home on the newly created lot and the existing home to remain. The property is located at 32 Lincoln Avenue, Parcel ID 135.57-1-9 on the Town of Rye Tax Map, in the R-12 and the Scenic Road Overlay Districts (SROD). Property Description The 2.3-acre property is currently developed with a single-family residence with an attached garage, driveway and curb cut, and a patio and walkway in the rear yard. The rear property line is located along the channel of the Blind Brook. Almost all of the yard is within the 100-foot regulated watercourse buffer. Several trees and a small watercourse are located on the property. Project Description The Applicant is proposing to subdivide the existing property into two lots. The newly created lot would have a new single-family home with the existing home remaining on the other lot. Review We reviewed application materials, correspondence and plans that include the following items- 1. Short Environmental Assessment Form, and EAF Mapper Summary Report dated 2/20/2019 2. Application for Site Plan Approval 3. Site Plan Submittal Review Check List 4. Application for Subdivision of Land 5. Exterior Building Permit Application 6. Stormwater Management Plan and Drainage Analysis prepared by Hudson Engineering & Consulting, dated 2/20/19 7. Wetlands Survey prepared by Paul J. Jaehnig, dated 11/30/2019 8. Proposed House Elevations prepared by John Jones Architect dated 9/4/17 9. Property Survey prepared by TC Merritts Land Surveyors, dated 11/13/19 10. A Planting Plan prepared by A. Anthony Acocella, Landscape Architect, dated 11/8/19 11. The following plans prepared by Hudson Engineering & Consulting, P.C. generally entitled, "Proposed 2 Lot Subdivision 32 Lincoln Avenue," last revised 10/1/19: a. Sheet C-1, "Subdivision Plan" b. Sheet C-2, "Off-Site Analysis" C. Sheet C-3, "Details" d. Sheet CA "Details" Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. Short Environmental Assessment Form. The Short Environmental Assessment Form and EAF Mapper Summary Report indicates two environmental issues on the property.- the presence of regulated wetlands or water bodies; and • location within the 100-year flood plain. 2. Scenic Road Overlay District. The property is located in the Lincoln Avenue SROD, which includes special regulations to help protect the scenic qualities of Lincoln Avenue that include increased front yard setbacks and 35-foot vegetative buffers along the street frontage. The Applicant is proposing to remove trees within the 35-foot vegetative buffer. 3. Tree Preservation and Protection. The site plan should be revised to show all the proposed locations of tree protection measures to be installed during construction and should include the standard Rye Brook tree protection details and notes included in Chapter 235. 4. Wetlands, Wetland Buffers and Flood Plains. The proposed work within the wetland buffer for removal of the existing septic system and the installation of the sewer piping requires review by the Planning Board for compliance with the regulations of Chapter 245 of the Village Code, and issuance of a Wetlands Permit. The applicant should provide calculations of the areas of the lot to be physically disturbed within the limits of the buffer. The amount of mitigation required is based on the area of physical disturbance. 5. Site Plans. The site plan sheets should be revised to show the revisions to the proposed driveway on Lot 2 that are shown on the Tree Replacement Plan. We look forward to discussion with the Planning Board. Sarah L. Brown, AICP Senior Associate/Planning cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Michael F. Stein, P.E., for the Applicant N 555 Theodore Fremd Ave.,Suite C-301 FREDERICK R CLARK ASSOCIATES Rye, NY 10S80 PLANNING,TRANSPORTATION,ENVIRONMENT AND DEVELOPMENT T:914.967.6540 a Hardesty,&Hanover compairj www.hardestyhanover.com MEMORANDUM To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook Date: January 8, 2020 Subject: 32 Lincoln Avenue—Application for Approval of a Subdivision, Site Plan and Wetlands Permit As requested, we reviewed applications, correspondence and plans submitted by Hudson Engineering & Consulting, P.C., on behalf of the property owners, Junjie Xiong and Chuan Gao, for approval of a two-lot subdivision, site plan and wetlands permit for the construction of a new home on the newly created lot and the existing home to remain. The property is located at 32 Lincoln Avenue, Parcel ID 135.57-1-9 on the Town of Rye Tax Map, in the R-12 and the Scenic Road Overlay Districts (SROD). Property Description The 2.3-acre property is currently developed with a single-family residence with an attached garage, driveway and curb cut, and a patio and walkway in the rear yard. The rear property line is located along the channel of the Blind Brook. Almost all of the yard is within the 100-foot regulated watercourse buffer. Several trees and a small watercourse are located on the property. Project Description The Applicant is proposing to subdivide the existing property into two lots. The newly created lot would have a new single-family home with the existing home remaining on the other lot. Review We reviewed application materials, correspondence and plans that include the following items: 1. Short Environmental Assessment Form, and EAF Mapper Summary Report dated 2/20/2019 2. Application for Site Plan Approval 3. Site Plan Submittal Review Check List 4. Application for Subdivision of Land 5. Exterior Building Permit Application 6. Stormwater Management Plan and Drainage Analysis prepared by Hudson Engineering & Consulting, dated 2/20/19 7. Wetlands Survey prepared by Paul J. Jaehnig, dated 11/30/2019 8. Proposed House Elevations prepared by John Jones Architect dated 9/4/17 9. Property Survey prepared by TC Merritts Land Surveyors, dated 11/13/19 10. A Planting Plan prepared by A. Anthony Acocella, Landscape Architect, dated 11/8/19 11. The following plans prepared by Hudson Engineering & Consulting, P.C. generally entitled, "Proposed 2 Lot Subdivision 32 Lincoln Avenue": a. Sheet C-1, "Subdivision Plan," last revised 1/2/19 b. Sheet C-2, "Off-Site Analysis," last revised 2/20/19 C. Sheet C-3, "Details" last revised 2/20/19 d. Sheet C-4, "Details" last revised 2/20/19 Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. Tree Preservation and Protection. The site plan should be revised to show all the proposed locations of tree protection measures to be installed during construction and should include the standard Rye Brook tree protection details and notes included in Chapter 235. 2. Wetlands,Wetland Buffers and Flood Plains. The proposed work within the wetland buffer for removal of the existing septic system and the installation of the sewer piping requires review by the Planning Board for compliance with the regulations of Chapter 245 of the Village Code, and issuance of a Wetlands Permit. The area to be disturbed within the wetland buffer is approximately 620 square feet. The Applicant has proposed mitigation in the form of removing invasive species for approximately 1,240 square feet of the on-site wetlands.The species to be removed has not been noted.The Planning Board will need to determine if the proposed mitigation is sufficient. We look forward to discussion with the Planning Board. Sarah L. Brown, AICP Senior Associate/Planning cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Michael F. Stein, P.E., for the Applicant /V 555 Theodore Fremd Ave.,Suite C-301 FREDERICK R CLARK ASSOCIATES Rye, NY 10580 PLANNING,TRANSPORTATION,ENVIRONMENT AND DEVELOPMENT T:914.967.6540 a Hardesty&Hanover company www.hardestyhanover.com MEMORANDUM To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook NOV - 6 2019 Date: November 6, 2019 Subject: 32 Lincoln Avenue—Application for Approval of a Subdivision, Site Plan and Wetlands Permit As requested, we reviewed applications, correspondence and plans submitted by Hudson Engineering & Consulting, P.C., on behalf of the property owners, Junjie Xiong and Chuan Gao, for approval of a two-lot subdivision, site plan and wetlands permit for the construction of a new home on the newly created lot and the existing home to remain. The property is located at 32 Lincoln Avenue, Parcel ID 135.57-1-9 on the Town of Rye Tax Map, in the R-12 and the Scenic Road Overlay Districts (SROD). Property Description The 2.3-acre property is currently developed with a single-family residence with an attached garage, driveway and curb cut, and a patio and walkway in the rear yard. The rear property line is located along the channel of the Blind Brook. Almost all of the yard is within the 100-foot regulated watercourse buffer. Several trees and a small watercourse are located on the property. Project Description The Applicant is proposing to subdivide the existing property into two lots. The newly created lot would have a new single-family home with the existing home remaining on the other lot. Review We reviewed application materials, correspondence and plans that include the following items: 1. Short Environmental Assessment Form, and EAF Mapper Summary Report dated 2/20/2019 2. Application for Site Plan Approval 3. Site Plan Submittal Review Check List 4. Application for Subdivision of Land 5. Exterior Building Permit Application 6. Stormwater Management Plan and Drainage Analysis prepared by Hudson Engineering & Consulting, dated 2/20/19 7, Wetlands Survey prepared by Paul J. Jaehnig, dated 5/8/15 8. Proposed House Elevations prepared by John Jones Architect dated 914117 9. Property Survey prepared by TC Merritts Land Surveyors, dated 9/12/19 10. The following plans prepared by Hudson Engineering & Consulting, P.C. generally entitled, "Proposed 2 Lot Subdivision 32 Lincoln Avenue," last revised 10/1/19: a. Sheet C-1, "Subdivision Plan" b. Sheet C-2, "Off-Site Analysis" C. Sheet C-3, "Details" d. Sheet C-4, "Details' Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application.- 1. Short Environmental Assessment Form. The Short Environmental Assessment Form and EAF Mapper Summary Report indicates two environmental issues on the property: • the presence of regulated wetlands or water bodies; and • location within the 100-year flood plain. 2. Scenic Road Overlay District. The property is located in the Lincoln Avenue SROD, which includes special regulations to help protect the scenic qualities of Lincoln Avenue that include increased front yard setbacks and 35-foot vegetative buffers along the street frontage. The Applicant is proposing to remove trees within the 35-foot vegetative buffer. 3. Tree Preservation and Protection. The site plan indicates that a total 18 trees would be removed from the property to construct the proposed site plan. These 18 trees are regulated by Chapter 235, Trees, of the Village Code because they are 10 inches or more DBH. Pending review by the Village Engineer, the removal of the thirteen trees that are 10 inches to 24 inches DBH would require the installation of thirteen new, 2 to 2.5-inch caliper, native, non- invasive trees on the property, and the removal of the two trees that are 26 inches DBH would require installation of four new, 2 to 2.5-inch caliper, native, non-invasive trees. There are several existing regulated trees located in proximity to the work area that would remain on the property after construction. These trees should be protected during construction as required by Chapter 235. The site plan should be revised to show all the proposed locations of tree protection measures to be installed during construction and should include the standard Rye Brook tree protection details and notes included in Chapter 235. 4. Wetlands, Wetland Buffers and Flood Plains. The property is located within the 100-year flood plain and the Village-regulated 1 00-foot wetland buffer of the Blind Brook that flows across the rear of the lot. The limits of the flood plain are not shown on the site plan. The site plan should be revised to add this information. According to the site plan and Wetlands Survey Report, the wetlands investigation and flagging were completed on May 8, 2015. In accordance with the regulations of Chapter 245 of the Village Code, the location of the wetlands shall be verified no earlier than 12 months prior to the date of filing the application. The investigation should be recertified by the wetland scientist. The proposed work within the wetland buffer for removal of the existing septic system and the installation of the sewer piping requires review by the Planning Board for compliance with the regulations of Chapter 245 of the Village Code, and issuance of a Wetlands Permit. The applicant should provide calculations of the areas of the lot to be physically disturbed within the limits of the buffer. Since the removal of the existing septic area is required, the disturbance to the wetland buffer cannot be eliminated by revision of the plan, therefore, mitigation will be required. The amount of mitigation is based on the area of physical disturbance. Mitigation is expected to be provided on the site and within the buffer that is disturbed. Stormwater management or erosion control during construction required by the Village Code is not considered mitigation. The Planning Board may considered other types of mitigation, such as improvement of the associated wetland or removal of invasive species in areas in the buffer that would not otherwise be disturbed by construction, in certain cases. if all other options discussed above are determined by the Board not to be feasible. 5. Landscape Plan. The site plan does not include a landscape plan for the location of restoration plantings after construction and grading is completed. A landscape plan that includes the required replacement trees for existing trees removed and any potential enhancement plantings in the wetland buffer for disturbance of the buffer should be provided. We look forward to discussion with the Planning Board. Sarah L. Brown Senior Associate/Planning cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Michael F. Stein, P.E., for the Applicant HUDSON ENGINEERING a� CONSULTING. PC August 24, 2020 Mr. Michal J. Nowak, Superintendent/Village Engineer Village of Rye Brook Department of Public Works 938 King Street, Rye Brook, NY 10573 Re: 2-Lot Subdivision 32 Lincoln Avenue Rye Brook— New York Dear Mr. Nowak: Regarding the above referenced Planning Board Subdivision application, we respectfully request as 90-day extension to the Planning Board's approval. Due to the Covid-19 pandemic, several delays were encountered. The subdivision plat has already been signed by the Health Department and the Town of Rye Receiver of Taxes. The only remaining signatures are the Planning Board Chairman's and the Mayor's. Thank you. ®Restein, P.E. 45 Knollwood Road. Sulte 201 Elmsford. NY 10523 (914) 909-0420 Fax (914) 560 2086 March 11, 2021 APPROVED 6-0 RESOLUTION APPROVAL OF A REQUEST FOR AN EXTENSION OF THE WETLAND PERMIT FOR PROPERTY AT 32 LINCOLN AVENUE VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, Clard Corp., owner, (the "Applicant's submitted a request to the Village of Rye Brook Planning Board for a one (1) year extension of the Wetland Permit Approval issued by the Planning Board on January 9, 2020 in connection with the construction of a single family home on a newly created lot, removal of a septic tank at the existing residence and installation of a proposed sewer force main at property located at 32 Lincoln Avenue in the R-12 District, and Lincoln Avenue Scenic Road Overlay District, Section 135.57,Block 1, Lot 9.2 as shown on the Town of Rye Tax Assessor's Map (the "Property'; and WHEREAS, Village Code §245-5.A(8) authorizes the approval authority to issue extensions of previously granted Wetland Permits; and WHEREAS, pursuant to Village Code §245-5.A(8), in the case where work pursuant to the Wetland Permit has started, extensions of up to one year may be granted; and WHEREAS, work pursuant to the Wetland Permit has started, and the Planning Board has reviewed the particular circumstances involved and discussed the status of construction with the Applicant at its March 11, 2021 meeting; and WHEREAS, the request for an extension is a Type II action pursuant to the State Environmental Quality Review Act ("SEQRA") and accordingly no further environmental review is required. NOW, THEREFORE, BE IT RESOLVED, that based on the ongoing COVID- 19 pandemic and the Applicant's recent purchase of the Property in January 2021,the Planning Board of the Village of Rye Brook hereby approves a one year extension of the Wetland Permit which extensions shall be deemed retroactively granted to January 9,2021,in connection with the construction of a single family home on a newly created lot,removal of a septic tank at the existing residence and installation of a proposed sewer force main at property located at 32 Lincoln Avenue. BE IT FURTHER RESOLVED, the extension granted herein shall expire on January 8, 2022. If a further extension of the Wetland Permit Approval is required, the 1313/74/669080v1 3112121 Applicant shall submit a written request at least thirty (30) days prior to January 8, 2022, at which time the Planning Board will duly consider such request. On motion by Mr. Tartaglia, seconded by Mr. Grzan, Mr. Michal Nowak, Superintendent of Public Works/Village Engineer called the roll: MS. DRECHSLER Voting EXCUSED MR. GRZAN Voting AYE MR. MORLINO Voting AYE MS. SCHOEN Voting AYE MR. TARTAGLIA Voting AYE MR. ZAHL Voting AYE CHAIRMAN GOODMAN Voting AYE 13131741669080v1 3112121 January 9, 2020 Approved 6-0 RESOLUTION GRANTING SUBDIVISION, WETLANDS PERMIT AND SITE PLAN APPROVALS FOR PROPERTY LOCATED AT 32 LINCOLN AVENUE VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, Michael F. Stein, P.E. of Hudson Engineering & Consulting, P.C., on behalf of property owners, Junjie Xiong and Chuan Gao, submitted Applications for approval of a subdivision of the 2.3 acre lot, a wetlands permit and site plan approval to construct an additional single family home on the newly created lot, removal of a septic tank at the existing residence and installation of a proposed sewer force main at property located at 32 Lincoln Avenue in the R-12 District, and Lincoln Avenue Scenic Road Overlay District, Section 135.57, Block 1, Lot 9 as shown on the Town of Rye Tax Assessor's Map (the"Property");and WHEREAS, the Planning Board is the approval authority for the applications pursuant to Sections 179-2.A(2), 179-2.A(3), 209-1.A(1)(a), 209-13(1), 209-1.13(4), 219-213 and Chapter 245 of the Village Code; and WHEREAS, the Planning Board reviewed the following plans and application materials: 1. Short Environmental Assessment Form, and EAF Mapper Summary dated 2/2/2019 2. Application for Site Plan Approval 3. Site Plan Submittal Review Checklist 4. Application for Subdivision of Land 5. Exterior Building Permit Application 6. Stormwater Management Plan and Drainage Analysis prepared by Hudson Engineering&Consulting, dated 2/20/2019 7. Wetlands Survey prepared by Paul Jaehnig, dated 11/30/2019 8. Proposed House Elevations prepared by John Jones Architect dated 9/4/2017 9. Property Survey prepared by TC Merritts Land Surveyors, dated 11/13/2019 10. Planting Plan prepared by A. Anthony Acocella., Landscape Architect, dated 11/8/2019 11. Engineer's Plans, prepared by Hudson Engineering & Consulting P.C. generally entitled, "Proposed 2 Lot Subdivision 32 Lincoln Avenue": 13131741697541 v1 1116120 -1- Sheet Number Sheet Title Dated C-1 Subdivision Plan last rev. 1/2/2020 C-2 Off-Site Analysis last rev. 2/20/2019 C-3 Details last rev. 2/20/2019 C-4 Details last rev. 2/20/2019; and WHEREAS, on November 25, 2019 and December 2, 2019 the Planning Board circulated its Notice of Intent to declare itself Lead Agency to all known Involved and Interested Agencies and no objections were received;and WHEREAS, on December 2, 2019 the Planning Board referred the application to the Westchester County Planning Department pursuant to General Municipal Law § 239-n2 and the Westchester County Administrative Code for review and comment regarding the subdivision;and WHEREAS, the Village Planning Consultant, Village Staff and the Planning Board reviewed the information, submitted comments regarding the subdivision, wetlands permit and site plan and made recommendations regarding site planning elements such as tree planting and protection and wetland mitigation;and WHEREAS, on December 12, 2019, the Planning Board opened a public hearing on the subject application, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said application and the Planning Board closed the public hearing on January 9, 2020; and WHEREAS, the Planning Board has considered the subdivision design standards set forth in Village Code § 219-22 and finds the plans to be in conformance with the requirements; and WHEREAS, the total area of disturbance proposed within the wetland buffer associated with removal of the septic system at the existing dwelling and installation of sewer piping to connect the existing dwelling to the proposed extension of the sewer force main in Lincoln Avenue is 620 square feet requiring a total mitigation area of 1,240 square feet pursuant to Village Code §245-9.A(3) which requires mitigation of buffer disturbance at a ratio of at least two to one; and WHEREAS, on-site mitigation of the total area of required mitigation will include removal of invasive species and planting of native species along the Blind Brook; and WHEREAS, the Planning Board has considered the wetland permit standards set forth in Village Code §245-8(A) and finds that the Applicants propose sufficient wetland mitigation of 1,240 square feet in compliance with Village Code standards;and 13131741697541v2 1116120 -2- WHEREAS, the Planning Board has considered the Scenic Roads Overlay District standards set forth in Village Code §250-7.F(6), particularly in relation to the removal of trees within the vegetative buffer along the street frontage in the Lincoln Avenue Scenic Roads Overlay District; and WHEREAS, the Planning Board is familiar with the site and all aspects of the project. NOW THEREFORE BE IT RESOLVED, that the Village of Rye Brook Planning Board 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 for the reasons set forth therein. BE IT FURTHER RESOLVED, that the Planning Board hereby grants Preliminary Subdivision Plat Approval, as shown on the application materials enumerated above. BE IT FURTHER RESOLVED, that the Planning Board hereby finds that the Final Subdivision Plat will not be substantively changed from the Preliminary Subdivision Plat and hereby determines that a public hearing on the Final Plat is not required. BE IT FURTHER RESOLVED, that the Planning Board hereby grants Final Subdivision Plat Approval, as shown on the application materials enumerated above, and the Planning Board Chairman 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 Planning Board Chairman: a. The Applicants 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. 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 Planning Board Chairman. b. The Applicants shall submit a statement signed by the Town of Rye Receiver of Taxes that all taxes due for both lots have been paid. C. All applicable fees and professional review fees incurred in connection with review of this application shall be paid in full. 131317416975410 1116120 -3- BE IT FURTHER RESOLVED, that this conditional approval of the Final Subdivision Plat shall expire one hundred eighty (180) days from the date of the adoption of this resolution unless all conditions set forth above have been certified as completed and the Final Plat has been submitted for endorsement by the Planning Board Chairman, or unless a written request for an extension of Final Subdivision Plat Approval is granted by the Planning Board. The Planning Board may grant ninety (90) day extensions to said time period. BE IT FURTHER RESOLVED, that once the Final Subdivision Plat has been endorsed by the Planning Board Chairman, 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 shall be submitted to the Village. BE IT FURTHER RESOLVED, that for the reasons stated herein, the Planning Board hereby approves the Site Plan and Wetland Permit as shown on the site plans listed herein to construct a single family home on the newly created lot, removal of a septic tank on the existing lot, and installation of a proposed sewer force main at property located at 32 Lincoln Avenue, upon the following conditions: 1. Prior to the issuance of a building permit, the site plan shall be revised to include all proposed locations of tree protection measures to be installed during construction and to include the standard Rye Brook tree protection details and notes set forth in Chapter 235 of the Rye Brook Code. 2. The Wetland Permit shall be valid for a period of one year from the date of this resolution, however, an extension of an original permit may be granted upon written request to the Planning Board by the original permit holder or his/her legal agent at least 90 days prior to the expiration date of the original permit. 3. The written Wetland Permit issued pursuant to this approval shall contain the following conditions pursuant to Section 245-11(B) of the Village of Rye Brook Code: a. The Applicant shall submit a list of proposed plantings to be reviewed and approved by the Village's Planning Consultant. b. Work conducted under a permit shall be open to inspection at any time, including weekends and holidays, by the approval authority, the Advisory Council on Environmental Conservation, the Village Engineer or their designated representatives. c. All permits issued under this chapter shall be void and of no effect after one year from the date of issue thereof, unless the work for which the permit was issued has been actually commenced and not been abandoned during that period. In such cases, the applicants may reapply for a wetlands permit from the approval authority in accordance with the provisions of 1313174/697541v1 1116120 -4- this chapter. If the work for which the permit was issued has commenced within one year from the date of issuance of the permit, such permit may be renewed by the approval authority in accordance with the renewal provisions set forth at § 245-5(B)(7) of the Village Code. d. The permit holder shall provide written notification to the Village Engineer of the date on which the regulated activity is to begin at least five business days in advance of such date. e. The approval authority's permit shall be prominently displayed at the project site during the undertaking of any of the activities authorized by the permit. f. The boundaries of the regulated activity and all wetlands and watercourses shall be stated and appropriately marked in the field so as to make the boundaries visible. g. The permit, including all conditions, shall be binding on all successors and assignees of the permit holder; and BE IT FURTHER RESOLVED, that no permits shall be issued by the Building Department until the Applicants have paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. On motion by , seconded by , Mr. Michal Nowak, Superintendent of Public Works/Village Engineer, called the roll: MS. DRECHSLER Voting AYE MR. GRZAN Voting AYE MR. MORLINO Voting AYE MS. SCHOEN Voting AYE MR TARTAGLIA Voting AYE MR. ZAHL Voting AYE CHAIRMAN GOODMAN Voting EXCUSED 1313174169754lv1 1116120 -5- November 14, 2019 RESOLUTION SETTING A PUBLIC HEARING REGARDING SUBDIVISION, SITE PLAN, AND WETLANDS PERMIT APPROVAL FOR 32 LINCOLN AVENUE VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, Hudson Engineering & Consulting, P.C., submitted an application on behalf of the property owners, Junjie Xiong and Chuan Gao, involving a two-lot subdivision, site plan and wetlands permit for the construction of a new home on a newly created lot and the existing home to remain at the property located at 32 Lincoln Avenue. Town of Rye Tax Parcel 135.57-1-9, within the R-12 and Scenic Road Overlay Districts. NOW, THEREFORE, BE IT RESOLVED, the Planning Board of the Village of Rye Brook will hold a public hearing on December 12, 2019 at 7:30 p.m. in Village Hall, 938 King Street, Rye Brook, New York to consider the above-referenced application, and BE IT FURTHER RESOLVED, that the Applicant is hereby directed to comply with Section 250-40 of the Village Code regarding notification of the public hearing. On motion by , seconded by Mr. Nowak, Superintendent of Public Works, called the roll: MRS. DRECHSLER Voting MR. GRZAN Voting MR. MORLINO Voting MRS. SCHOEN Voting MR. TARTAGLIA Voting MR. ZAHL Voting CHAIRMAN GOODMAN Voting BUILDING D"_�RTMENT D �' W R VILLA4 OF RyitROOK 938 KING Si FIET RYE BR90K-,NY 10573 JUL 19 2019 (914)939ti )C939-5801 ��`�•\ .r VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: BOT Approval Date: PB Approval Date: BOT Disapproval Date: PB Disapproval Date: Attach Resolution Hereto: BOT[ J PB[ ZBA( ] Chairman: jZ C 00-P—>Wl Ar.1 " SITE PLAN FEE: DATE PAID: ENVIRONMENTAL FEE: DATE PAID: 12 J0 19 OTHER: *********************************************************************************************************** APPLICATION FOR SITE PLAN APPROVAL Submission of this application does not assure placement on any Planning Board Agenda.The Applicant will be notified of such placement. *********************************************************************************************************** This application references but is not limited to the following sections of the Code of the Village of Rye Brook;§250 ZONING,§209 SITE PLAN REVIEW, §235 TREES, §107 DEMOLITION OF BUILDINGS, §224 SWIMMING POOLS, §121 EXCAVATION&TOPSOIL REMOVAL,§118 EROSION& SEDIMENT CONTROL,§213 STEEP SLOPES PROTECTION,§219 SUBDIVISION OF LAND, §250-40 NOTIFICATION REQUIREMENTS..\ppIicants and their Design Pi ole,sionals are strongly ads iced to rep iew the abore mentioned cook:Cclkgn.omlinw at. W"w.Eyebrook.ony lit for to completing and-or submitting this application. APPLICATION FEE SCHEDULE: Residential Dwellings- $325,plus$200 per additional dwelling unit. Non-Residential Buildings - $475 plus $30 per parking space. Planned Unit Development-$575 per acre PUD Amendment- $300 Site Plan Amendment- $575 Wetlands&Watercourse- $1,150 Consultant Review(Escrow)Fee: Minimum fee$250-maximum fee$2,500,to be determined by the Village Engineer. i�-re•/trail. I ,. . , , r'„r,criltant..INnrnc'�.nr l7l/q�e *********************************************************************************************************** 1. Site Address: 32 Lincoln Avenue Parcel ID#: 135.57-1-9 Zone: R-12 2. Property Owner: Junjie Xiong & Chuan Gao Address: 32 Lincoln Avenue E-Mail: cg2188@yahoo.com Tel.#:914-939-3878 Other: 3. Applicant: Address: Junjie Xiong & Chuan Gao E-Mail: cg2188@yahoo.com Tel.#: 914-939-3878 Other: 4. Design Professional: Michael Stein - Hudson Engineering & Consulting, P.C. Address: 45 Knollwood Road, Elmsford NY 10523 E-Mail: Michael@hudsonec.com Tel.#:914-909-0420 Other: 5. Designate to whom correspondence is to be sent: Michael Stein, P.E. Note:If applicant is a"Contract Vendee**.please attach a copy of the contract summary with financial and confidential tenns deleted. 1 3/21119 6. Street which property abuts: Lincoln Avenue 7. Does property connect directly into State or County highway? Qq NO ( )YES: 8. Is site within 500 feet of Village Boundary?()Q NO ( )YES If yes note all bordering municipalities: 9. Total area of site: 43,028 Area of site activity: 12,819 10. Site coverage:7.7 %; Building coverage: 4.9 % 11. Existing building size: NSA New/additional building size: 2,112 12. Existing parking spaces: 0 New parking spaces: 2 13. Nature of proposed activity: Proposed subdivision with the construction of one new dwelling. ****************************************************************************************** Please note that this application must include the notarized signature(s)of the legal owner(s) of the above-mentioned property, in the space provided below. Any application not bearing the legal property owner's notarized signature(s)shall be deemed null and void, and will be returned to the applicant. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Junlie Mong&Chuan Gao ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the O'r for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention &Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this 23 day of , 20 day of , 20 Notary Public Notary Publicly Signature of Prop Signature of Applicant Print Name of Property Owner Print Name of Applicant Notary J.BRADBURY CHRISTOPHER J. BRADBURY ►y Public,State of New york Notary Public,State of New York No. 01 BAj31 jggg5 No.01 BR6159935 Qualified in yestchester County Qualified in Westchester County�3 C0�""`'��n Expires January 29 20 �? r nmm; on Fxrires January 29,20 =•L. 2 3121ftg VILLAGE OF RYE BROOK 938 King Street,Rye Brook,N.Y. 10573 R1 JUL 192019 (914)939-0753 Fax(914)939-5801 www.ryebtook.or VILLAGE OF RYE BROOK BUILDING DEPARTMENT SITE PLAN SUBMITTAL REVIEW CHECKLIST This form shall serve as a checklist for site plan submittal and review by the Village of Rye Brook. The use of this plan review checklist by the applicant is to ensure compliance with the technical provisions of§209 of the Code of the Village of Rye Brook entitled, Site Plan Review, pertaining to preliminary and final plan preparation. The Village Code is available on the Village Website at: www.Eyebrook.org. Prior to the appearance before ANY meeting or hearing of the Planning Board,the applicant must comply with all Notification Requirements of Code Section 250-40. SITE PLAN SUBMITTAL SHALL INCLUDE: 1. APPLICATIONS. Completed and signed including correspondences. 2. CHECKLIST. Completed and signed. 3. PLANS. Signed, Sealed& Dated Three paper (3) copies and one (1) electronic version. One (1) record set with original signatures, dates and seals shall be provided and submitted with two (2) copies that clearly indicate the signatures, dates,and seals shown on the record set. 4. FEES: All application fees and Environmental fee. A separate check for filing fee and Environmental fee. 5. Environmental Assessment Form. Form available on the NYS DEC website and mapper. 6. Electronic Copy. Complete copy of all plans and shall be submitted electronically at time of submission. 7. Notarized Affidavit of-Sign-Posting&Mail Notification. I, (Applicant's signat„re) have read the Notification Requirements of Code Section 250-40 and will provide notification as required. IDENTIFICATION OF APPLICANT(S): Identification of Applicant: Applicant: Same as Owner Address: Tel. #: Fax: E-Mail: Project Name: Proposed Two-Family Dwelling Project Address:32 Lincoln Avenue Current Property Owner:Junjie Xiong & Chuan Gao Address:32 Lincoln Avenue Tel. #:914-939-3878 Fax: E-Mail:cg2188@yahoo.com IDENTIFICATION OF PROPERTY: Identifying Title:32 Lincoln Avenue Tax Designation: Section: 135.57 Block: 1 Lot: 9 Zoning District: R-12 Street which property abuts: Lincoln Avenue Plan Submission Date: Site Plan Checklist Page 1 of 7 3/21/19 Project Address32 Lincoln Avenue Y N NA PLAN REQUIREMENTS 0100 3 copies of plans prepared and signed by a registered Land Surveyor, Engineer or Architect. 14 O O One(1)electronic copy of all submitted plans and surveys. 9 O O Topographic Survey stamped by New York State Land Surveyor with license number and seal. 0 O O Topographic survey scale of one(1)inch per twenty(20)feet or larger. O O Section, block and lot numbers of the property taken from the latest tax records along with a copy of the most recent property card on file with the Town of Rye Tax Assessor's office. O O Name of the proposed subdivision plan. 114 O O Name and address of the owner of record. # O O Name and address of the applicant. O O M Deed reference(s). 0 O O Names, addresses and signature of every Engineer, Architect, Land Surveyor or Soil Scientist whose professional seal appears on any site plan submitted to the Board. 0 O O North arrow and scale. Q O O Location map at the minimum scale of 1"equals 1,000 feet. 0 O O Area of all lots,in square feet. (K O O Engineering notes on plans as stated in application packages. O O O Copies of all existing and proposed deed restrictions or covenants applying to the property, including, but not limited to, covenants and agreements restricting the use and establishing future ownership and maintenance responsibilities for all private roads,recreation,and open space areas. O 001 Any prior land use approvals with respect to the subject property. Q O O Date the plans were first drafted. Any revision(s)made to any of the sheets first submitted are to be so noted in the revision block. The revision block is to be placed on the originals of the revised sheets. Additional paper copies are to be made& submitted for the Planning Board&Building Dept.to replace those sheets previously submitted. 1% O O Other existing site improvements,including,but not limited to, fences,landscape or retaining walls,landscaping & screening. MOO Location of all buildings and structures on the premises and approximate location of all neighboring buildings or structures within 100 feet of the lot line. 01 O O Fees paid to The Village of Rye Brook Building Department. O O R Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N NA ABUTTING PROPERTY INFORMATION Of O O The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. 0 O O Zoning and use of abutting properties noted on plans. 14 O O Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. 10 O O Location and description of existing easements within one hundred(100)feet of the site. O O Of Location of existing private or public trails within one hundred(100)feet of the site. 9 O O Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. 14 O O Location of proposed parkland.If none state nearest recreation facility 0 O O Location of existing septic system leach fields within two hundred(200)feet of the site. Q O O Locations,dimensions,grades and flow direction of existing sewers,culverts,waterlines as well as other underground utilities within and adjacent to the property. Site Plan Checklist Page 2 of 7 3/21/19 Project Address 32 Lincoln Avenue 1000 The location of all existing watercourses, intermittent streams,wetland areas and springs,consistent with the definitions set forth in Chapter 245,Wetlands and Watercourses,of the Code of the Village of Rye Brook. Y N NA PROPOSED SITE PLAN INFORMA TION 0 O O Sufficient, acceptable information to readily determine the location, bearing, and length of every street line, lot line, and property boundary line. 1000 Location of all building setback lines. M O O Topographic data at a minimum contour interval of 2'-0"increments,showing existing and proposed contours on the property and extending a minimum of 25 feet into all adjacent properties. # O O The location and characteristics of the different areas of vegetation,including the identification of all individual trees 12 or more inches in diameter at breast height("DBIT),protected trees of any size, as well as stands of trees and wooded areas, within areas of proposed disturbance, consistent with the provisions of Chapter 235, Trees, of the Code of the Village of Rye Brook. 0014 Location and proposed development of all buffer areas,including existing vegetative cover. 0100 Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. # O O Shape,size,height and location of all existing and proposed buildings. 14 O O Location and description of any existing and proposed easements. Ot O O Location and dimensions of all existing and proposed streets,driveways,sidewalks,parking spaces,bicycle parking, loading areas and other facilities associated with the proposed use. O O 11 Identification of the location and amount of building area proposed for retail sales or similar commercial activity. 10 O O Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). A O O Design and location of all existing and proposed wells,septic tanks and leach field systems,or methods of waste water disposal. )Q O O Location,type and size of all existing and proposed landscaping and screening including fences and walls. O O 0 Location,size and proposed screening of outdoor storage areas,if any. JO O O Location, design and construction material of all existing or proposed site improvements, including drains, culverts, retaining walls,landscape walls and fences. O (K O Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. 14 O O Storm drainage plan and plans for snow removal and storage. O 00 Pedestrian and automobile circulation plan. R O O Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. 10 O O Erosion and sedimentation control plan,including installation details of proposed control measures,directive construction notations and a schedule for the installation and maintenance of proposed control measure. 0 O O Description of measures planned to assure proper erosion and sedimentation control in accordance with the requirements of Chapter 118 entitled"Erosion and Sediment Control,"of the Code of the Village of Rye Brook. 0 O O Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County Best Management Practices 44 O O Rock outcroppings and areas of steep slope consistent with the definitions set forth in Chapter 213,Steep Slope Protection, of the Code of the Village of Rye Brook. (K O O Location of any common lands and/or public lands. 01 O O Phasing or an estimated project construction schedule. R O O Supporting documents,including deeds,maintenance,condominium agreements,etc. Site Plan Checklist Page 3 of 7 3/21/19 Project Address 32 Lincoln Avenue 9E O O Location of proposed construction or area of disturbance and its relationship to any property line, easement, building, structure, road, wall, fence, sewage disposal system, well, wetland feature or tree exceeding six inches in diameter measured at a height of four feet from the ground 600 Estimate of earthwork showing the quantity of any material to be imported to and/or removed from the site including a chart with the number/species and size of any trees to be removed. 1000 Location and size of areas of soils by soil types in the area of proposed disturbance and to a distance of 100 feet surrounding the area of disturbance. 0001 Cross sections of steep slope areas. 0001 Retaining walls or like constructions,with details of construction. 0100 Approximate boundaries of any areas subject to flooding or stormwater overflows, including areas of special flood hazard and coastal high-hazard areas, consistent with the definitions set forth in Chapter 130, Flood Damage Prevention, of the Code of the Village of Rye Brook.Approximate Wetlands and wetland buffer boundaries shall be clearly delineated. 000 Location of fire and other emergency zones,including the location of fire hydrants. 1000 Studies to include,but not necessarily limited to: environmental impact analysis,wildlife,traffic,stormwater management,recreation,public service, fiscal impact,visual impact and historic significance documentation,or a written request to waive the submission requirements for these studies. O 00 Amount of any bonds required. O 010 Amount of excavated material to be removed from site,if any. Y N NA OTHER (as applicable) O 00 Record of application for and approval status of all necessary permits from state and county officials and local utility companies. O 00 Identification of any federal,state or county permits required for the project's execution,including project referrals, if any,&environmental review procedures mandated by Article 8,Environmental Quality Review,of the Environmental Conservation Law(SEQRA). O O O Any other information felt necessary by the Planning Board to allow the Board to proceed with consideration&to make an informed decision. DEVELOPMENT REVIEW CHECKLIST WESTCHESTER COUNTYPLANNING BOARD Notice to Applicants/Developers: At some point during the development review process your project may be referred to the Westchester County Planning Board for review and comment in accordance with state and county laws that require local planning boards, zoning boards of appeals and governing bodies to refer certain development applications to the County Planning Board. Referral to the County Planning Board may not occur until your project has progressed well along through the design process. Since the Planning Board's comments may impact project design, this checklist is provided to encourage early consideration of these areas of concern by applicants to avoid project changes later. For information on the County Planning Board review process and to access an electronic copy of this checklist, go online to www.westchestergov.com/planningreferrals or contact Lukas Herbert at lah5@westchestergov.com. I. COUNTY PLANNING BOARD POLICIES: Written policies underlie all recommendations of the County Planning Board. Westchester 2025-Context for County and Municipal Planning and Policies to Guide County Planning,adopted by the County Planning Board on 5/6/08,amended 115110,can be found at ww.westchestergov.com/2025. ❑ Westchester 2025: Policies should be reviewed to determine how they relate to the development proposal. H.IMPACTS TO COUNTY FACILITIES AND SERVICES: The County Planning Board coordinates the review of development projects with Westchester County departments to identify and address potential impacts on County services and infrastructure. In some situations, permits and approvals may be required that could change project design. Site Plan Checklist Page 4 of 7 3/21/19 Project Address 32 Lincoln Avenue ❑ Map of County Facilities: Review the State & County Roads and Parks map (which also includes county channel lines) to identify proximity to County facilities at: wxk a,.westchestergov.com/planningdocs/pdfinaps/countystateroadsparks.pdf. Other useful map links for information about environmental features, septic/sewer map, county sewer districts map, etc can be found at: www.westchestergov.com/maps ❑ COUNTY ROAD: Applications for development on sites that abut a County road must be submitted for review by the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bldgperm.htm. Former County Roads do not need review by the Department of Public Works,but will still likely trigger a review by the County Planning Board. ❑ COUNTY CHANNEL LINES: Applications for development on sites within 100 feet of a designated County Channel Line require a stream control permit from the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bldgperm.htm ❑ COUNTY PARK: New construction& land alteration projects adjacent to County parks are expected to address screening& buffer of new uses from the park, as appropriate. Stormwater should not drain from a developed site onto a County park without acceptable quantity and quality controls. County parks are designated as Critical Environmental Areas. ❑ SEWAGE TREATMENT AT COUNTY TREATMENT PLANT: Local municipalities are required to reduce and eliminate inflow and infiltration(I&I)into the sanitary sewage systems tributary to County treatment plants.New development will be expected to reduce I&I in relation to generation of new flow at a ratio of three to one. This requirement must be discussed with local officials. ❑BEE-LINE BUS SERVICE: Bee-Line bus stops serving a development site should be identified on plans or noted if located off-site. If a bus stop is located along the site's frontage, the applicant should contact the County Department of Transportation to discuss impacts and the need for improvements. Safe and separate pedestrian access should be provided to link a bus stop and sidewalk with building entrances. Information on County bus service and design guidelines can be found at: westchestergov.c om/tran sportati on/im ages/Bus%20 Servi ce"/"2OGu i delines.pd f ❑FAIR AND AFFORDABLE HOUSING: Many municipalities require inclusion of fair & affordable units in new developments. Financial assistance to achieve fair & affordable housing development is available through Westchester County & other sources. Applications that include new residential units to be affirmatively marketed & sold or rented subject to fair& affordable housing provisions should be tied to Westchester County guidelines on affordability including income guidelines of eligible households that can be found at: http://homes.westchestergov.com/. If County funding is sought to develop fair & affordable housing,the County Board of Legislators must be included as an involved agency under SEQR ❑RECYCLING: New buildings must contain a designated area of sufficient size for separation and storage of recyclables and trash. Building expansions should also include sufficient space for separation and storage of recyclables. For more information about County recycling requirements go to: www.westchestergov.com/envirorunentiecycling.htm ❑STORM SEWER SYSTEM: Any connections to a County storm sewer line will require a permit from the Department of Public Works in accordance with the County Illicit Discharge Detection and Elimination (IDDE) law. Information & forms can be found at: www.westchestergov.com/dpw/bldgperm.htm Non-stormwater discharges to the County storm sewer system are prohibited. III.DEVELOPMENT STANDARDS The County Planning Board's land use policies focus attention on several aspects of development that may have intermunicipal and quality of life impacts.The list below includes areas most frequently commented on by the County Planning Board. ❑WATER: All development plans should include sufficient provisions for stormwater management, water quality measures and mitigation of flooding. ❑Plans should identify the major drainage basin or watershed the site is located in (Croton River, Upper Hudson River, Lower Hudson, Upper Long Island Sound, Bronx River and Lower Long Island Sound). An interactive map with watershed boundaries can be found at www.westchestergov.com/planning/maps&lists/drainbasinsl ixl7.htm1 ❑Watershed plans have been developed for several of the County's watersheds - the Croton, Indian Brook-Croton Gorge, Bronx River & Long Island Sound watersheds - that include specific recommendations that apply to development projects. See recommendations in watershed plans at: planning.westchestergov.com/index.php?option=com_content&task=view&id= 1231& Itemid=2204 Site Plan Checklist Page 5 of 7 3/21/19 Project Address 32 Lincoln Avenue ❑Development that involves filling, creation of impervious surfaces or buildings and substantive loss of natural vegetation in a floodplain or flood prone area should be avoided. []Above ground, vegetated retention/detention basins or devices are preferred because they perform better, are easier to inspect and maintain and provide additional environmental benefits over subsurface structural devices. Any such treatments should not be constructed within wetlands or buffer areas around wetlands. ❑The development should treat and retain as much stormwater on-site as possible,particularly when the site is located in a drainage basin with known flooding problems. A Construction Stormwater Toolbox with tools and sources of technical information related to the construction activities and stormwater management best practices is available from the New York State Department of Environmental Conservation at: w-Nvw.dec.ny.gov/chemical/8694.html ❑New development should include protection of aquatic resources. For more information about protection of aquatic resourc-es & buffer areas,go to: planning.westchestergov.com/index.php'?option=com_content&task=view&id=1491&Itemid=2458 ❑Impervious cover should be minimized. Permeable paving surfaces should be used where feasible. Vegetative rain gardens should be used,particularly in areas of overland or channelized stormwater flow, to improve stormwater quality and reduce runoff volume. For more information,go to: www.westchestergov.com/stormwater ❑Buildings along coastlines and low lying area should consider the impacts of sea level rise. Specific consideration is required of potential impacts to surface and subsurface drinking water supplies. ❑ SITE LAYOUT. Aesthetic design,building orientation and community character should be considered in the site layout and building appearance. ❑In most locations,buildings should face the street and have pedestrian access from the street. ❑Commercial buildings should be located near the front street line with the majority of parking located in the rear of the building. Even gas stations and convenience stores should be upfront in a landscaped setting with parking,pumps and canopy toward the rear. ❑Buildings should be of pedestrian-scale when seen from the sidewalk. El Building facades should contribute to and enhance the character of the community. ❑Driveway and pathway connections should be provided to adjacent sites when possible and crosseasements provided. ❑ STREETS. Street design should reduce unwarranted paving and promote connectivity. ❑New streets should connect with adjacent streets wherever feasible to prevent the proliferation of dead-end streets and promote neighborhood integration. ❑Connections could be vehicular or pedestrianibicycle only,where appropriate. ❑Street widths should be minimized for streets with low traffic volume to reduce speeds and impervious surfaces. Lane widths of 12 feet are only appropriate for major roadways. ❑Driveway widths should be no more than 9 feet to reduce impervious surfaces. ❑Permeable paving surfaces should be used where feasible. ❑ GREEN TECHNOLOGY.New development should include as many green building elements as possible, such as: renewable building materials,energy efficient heating/cooling systems and fixtures,water saving devices,green roofs and permeable paving surfaces. Information can be obtained from the U.S.Green Building Council at: www.usgbc.org. ❑ LANDSCAPING AND LIGHTING.The site improvements should enhance community character. Site Plan Checklist Page 6 of 7 3/21/19 Project Address 32 Lincoln Avenue ❑ Landscaping should consist of native plant species appropriate for the location.Invasive plant species should be prohibited. Invasive plant information available at: www.westchestergov.com/planning/environmental/Reports/InvasivePlantsBrochO8.pdf ❑ Pollutant tolerant plantings should effectively shield parking,loading areas and refuse collection sites. ❑ Site lighting should be provided at the lowest safe levels and lowest heights,avoiding all spillage off site. ❑ PEDESTRIANS. Safe,convenient and ADA accessible pedestrian access is provided. ❑ A sidewalk should be provided along the site frontage along each street. ❑ Direct pedestrian connections should be made from the front of the building to the sidewalk.Pedestrian crossings of drive-ways& parking lots should be minimized or avoided. If they must be provided,painted crosswalks should be provided through parking lots. ❑ ADA accessibility must be provided. ❑ BICYCLISTS.Provisions for bicyclists should be incorporated into project design. ❑ Bicycle parking should be provided in commercial and residential developments. Guidelines can be found at: www.apbp.org/resource/resmgr/publ ications/bicycle_parkin g_guidelines.pd f ❑ If near a trailway or bicycle route,extra consideration should be given to bicycle accessibility such as bike lanes on internal roadways,bicycle parking and other amenities. ❑ Drive-thru lanes at uses such as banks and fast-food restaurants should also be accessible for bicycles. Waiver: Upon finding by the Building Inspector, Village Engineer, Planning Board or Board of Trustees that, due to the particular character or limited nature of development or change in use or to special conditions peculiar to a site, the submission of a final site plan, or certain portions of information normally required as part of the site development plan, is inappropriate or unnecessary or that strict compliance with said submission requirements will cause extraordinary and unnecessary hardship, such official or Board may waive such submission requirements wherever, in the opinion of such official or Board, such waiver will be consistent with the goal of promoting the public health, safety and general welfare of the community. The findings for granting such waiver shall become a part of the public record. Any waiver request must be made in writing, and include sufficient detailed information for the appropriate authority to make an informed decision. Desien Professional's Certification of Completion of Checklist I have fully reviewed the Village of Rye Brook's requirements and certify this application to be a complete submission. I understand that an incomplete plat or incomplete checklist shall be deemed an incomplete submission and shall be returned to the applicant upon determination of such by the appropriate authority. Name(Print)MICh I Stein, P.E. OF y� CO,�P�G�p,EL F STF�Q'Q Signat r- n w Date 7 f 15 Z4P��A Mod F eal Site Plan Checklist Page 7 of 7 3/21/19 I Short Environmental Assessment F v Part I - Project Information JUL 19 2019 Instructions for Completing VILLAGE OF RYE BROOK BUILDING DEPARTMENT Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Proposed 2-Lot Subdivision Project Location(describe,and attach a location map): 32 Lincoln Avenue,Rye Brook,NY 10573 Brief Description of Proposed Action: The proposed action consists of installation of a proposed sewer force main,removal of an existing septic system,and construction of a proposed dwelling and associated stormwater system. Name of Applicant or Sponsor: Telephone: 914-909-0420 Hudson Engineering&Consulting E-Mail: Michael@hudsonec.com Address: 45 Knollwood Road-Suite 201 City/PO: State: Zip Code: Elmsford NY 10523 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ✓❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑❑ 3.a.Total acreage of the site of the proposed action? 2.3 acres b.Total acreage to be physically disturbed? 0.4 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 2.3 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial m Residential(suburban) ❑Forest ❑Agriculture El Aquatic ❑Other(specify): m Parkland Page 1 of 3 5: Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ✓❑ ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑ ✓❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ✓❑ ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES ✓❑ ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑✓ ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ ✓❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ ✓❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ ✓❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑✓ ❑ b.Is the proposed action located in an archeological sensitive area? ✓❑ ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? Ll ✓❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑✓ ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ®Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑✓ ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? m NO ❑YES ❑ ❑✓ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO mYES Stormwater runoff from all imposed impervious area will be conveyed to an on-site ex-filtration gal lacy. Page 2 of 3 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor . Hu on gineering&Consulting-Michael Stein Date: 02/20/2019 Signature: PRINT FORM Page 3 of 3 EAF Mapper Summary Report Monday, March 25, 2019 8:23 AM Disclaimer: The EAF Mapper is a screening tool intended to assist 135r49.>1=3i, 77 5135.50'-1y-9-- project sponsors and reviewing agencies in preparing an environmental - 135.50-1•-7$ 061,1 � 135?49-1-3 2135-45t-1_17 a assessment form(EAF).Not all questions asked in the EAF are r 1 5 Q 1 79 ri 50=1=10~ answered by the EAF Mapper.Additional information on any EAF 13'�' 135.50 1 76 Z -� question can be obtained b consulting the EAF Workbooks. Although f35.49 1'2 f - q Y 9 ,1;355f[1= __� 135.501 14 0611.-32 .i.$9 5,061122 4 ? •i , ( the EAF Mapper provides the most up-to-date digital data available to 135.50 1'11DEC,you may also need to contact local or other data sources in order 1i 135-5fl 1=SZ135.50-1,73' I to obtain data not provided by the Mapper.Digital data is not a J611--33 135 49=1=1-1' � "135.5 0;1-13- 135.5Q substitute for agency determinations. ---'" 135 49 1 t 135�50.1-71 0611-73 13558=1 34� t 135 57.1 11 r 4 '1,10i 58f1-37 135 58;132 ( Montreal 135'58-'1-39 135.5 -I L33= is F _� Otters C 0611.-105 H arnson I Rye _ - �_ -- Toroetoo- . - y 35.571 8�' 135.58-1-23 zw.t - g �G pP. fociwrter ab 0611.-104 135� 7,-1-5135.57r1-7 pit - accton -135.57_1-41 1 r 6 Prwtdence �• ( c�s Esri,HERE,Garmin,USGS, 1r -`Clevdsnd 13}iIf�f 10 INC REMENITWtPAU,1 sC 58 1 8 , 135:5Ja ahQ�utE 1, n A 13�5 r1 1=6 7h! xu_i ii. ?E,Gsrmir, 0611. 103 61 135.57 1-2` i^ gw �_ - ti �- ;Pittsburgh { 135;57- -1. Is Is �Cohunbus iJS {gldri�lrp,It1CP.EP,IEPJT 1{35.57 1-1trtl�¢8� tra �nl1I _GI i �- 5- �- l0i 35.66 1 tmn�ti :-. F fin,Esri JaFen,filETI, =0611-3135"65 1"4i�=y i :R{zl/- -�}"� ��- au. cea Wa {Hong Karg}:Esri Part 1 /Question 7 [Critical Environmental �No Area] Part 1 /Question 12a [National or State �No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] No Part 1 /Question 13a [Wetlands or Other Yes-Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15[Threatened or No Endangered Animal] Part 1 /Question 16[100 Year Flood Plain] Yes Part 1 /Question 20[Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report 1 Property Card: 32 Lincoln Ave , ; Town of Rye Town, NY Parcel Information Parcel ID: 135.57-1-9 Description: 1 Family Res Owner: Junjie Xiong School Code: Blind Brook School District Chuan Gao Land Assessment: $654500 Property Location: 32 Lincoln Ave Total Assessment: $1181500 Mailing Address: 11083 Greenwich, CT 06831 Municipality: Rye Brook Building Details: Building# :' t Bulding Style: Cape cod No. Kitchens: 1 Year Built: 1950 No. Bedrooms: 5 Stories: 1.5 No. Full Baths: 3 Basement Type: Slab/pier No. Half Baths: 0 + ' Finished Basement Area (sqft): 0 Living Area (sqft): 2820 Finished Attic Area (sqft): 0 Finished Rec Room Area (sqft): 0 Sales Information: Book/Page: 10319/229 Prior Owner: Hitachi, M America L Sale Date: June 01, 1992 ARM: Arms length Sale Price: $700000 Improvements: Attached garage (1) Misc. improvement Porch-open/deck www.cai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 2/20/2019 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 1 of 1 Property Information - Rye_Town, NY 250 foot Abutters List Report f" }; Rye Town, NY sc yJ`o , February 20,2019 -E. , Subject Property: Parcel Number: 135.57-1-9 Mailing Address: Junjie Xiong Chuan Gao CAMA Number: 135.57-1-9 11083 Property Address: 32 Lincoln Ave Greenwich, CT 06831, Abutters: Parcel Number: 135.49-1-1 Mailing Address: Janine M. Delledonne CAMA Number: 135.49-1-1 34 Lincoln Ave Property Address: 34 Lincoln Ave Rye Brook, NY 10573, --------- - - -- --- - - - -- -- - ------ ----- - - p . ----.. ------ ------- Parcel Number: 135.49-1-1.1 MailingAddress: Jose h Denn Desiree Denn CAMA Number: 135.49-1-1.1 36 Lincoln Ave Property Address: 36 Lincoln Ave Rye Brook, NY 10573, -- -- - ----- Parcel Number: 135.49-1-12 Mailing Address: Richard J. Mast Fran T. Mast CAMA Number: 135.49-1-12 6 Talcott Rd Property Address: 6 Talcott Rd Rye Brook, NY 10573, ------------- ------------------------------------------------------------------------------------------ Parcel Number: 135.49-1-13 Mailing Address: Abhinav Bhatt Nethra Bhatt CAMA Number: 135.49-1-13 8 Talcott Rd Property Address: 8 Talcott Rd Rye Brook, NY 10573, ------------- ------------------ ------ ----- ---- - Parcel Number: 135.49-1-2 Mailing Address: Pasquale Casale Angela ela Casale CAMA Number: 135.49-1-2 40 Lincoln Ave Property Address: 40 Lincoln Ave Rye Brook, NY 10573, Parcel Number: 135.57-1-10 Mailing Address: Philip Klimerman Joan Klimerman CAMA Number: 135.57-1-10 2 Talcott Rd Property Address: 2 Talcott Rd Rye Brook, NY 10573, Parcel Number: 135.57-1-11 Mailing Address: Xiaodong Zheng Rita E. Fuller CAMA Number: 135.57-1-11 4 Talcott Rd Property Address: 4 Talcott Rd Rye Brook, NY 10573, Parcel Number: 135.57-1-18 Mailing Address: Kevin Weiner Michelle Weiner CAMA Number: 135.57-1-18 17 Deer Run Property Address: 17 Deer Run Rye Brook, NY 10573, Parcel Number: 135.57-1-19 Mailing Address: Alan Zverin Susan Zverin CAMA Number: 135.57-1-19 16 Deer Run Property Address: 16 Deer Run Rye Brook, NY 10573, Parcel Number: 135.57-1-2 Mailing Address: Robert Vavolizza Tamra Vavolizza CAMA Number: 135.57-1-2 7 Deer Run Property Address: 7 Deer Run Rye Brook, NY 10573, Iff www.cai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 2/20/2019 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 1 of 2 Abutters List Report- Rye Town, NY OFq+` 250 foot Abutters List Report ` y Rye Town, NY 4 February 20,2019 �c�Esica,�� Parcel Number: 135.57-1-20 Mailing Address: Robert Howard Dreschler Beatrice Krain CAMA Number: 135.57-1-20 Dreschler Property Address: 15 Deer Run 15 Deer Run Rye Brook, NY 10573, ------------- ......... ---•---- - ------ ---•-•-- Parcel Number: 135.57-1-3 Mailing Address: Vadim Axelrod Marcy Jill Strauss Axelrod CAMA Number: 135.57-1-3 8 Deer Run Property Address: 8 Deer Run Rye Brook, NY 10573, Parcel Number: 135.57-1-4 Mailing Address: Michael Kulla Lori A. Almeida-Kulla CAMA Number: 135.57-1-4 9 Deer Run Property Address: 9 Deer Run Rye Brook, NY 10573, Parcel Number: 135.57-1-5 Mailing Address: Stuart P. Slotnick Amy P. Slotnick CAMA Number: 135.57-1-5 10 Deer Run Property Address: 10 Deer Run Rye Brook, NY 10573, Parcel Number: 135.57-1-6 Mailing Address: Steven M. Visoky Susan Visoky CAMA Number: 135.57-1-6 11 Deer Run Property Address: 11 Deer Run Rye Brook, NY 10573, Parcel Number: 135.57-1-7 Mailing Address: Alan Sack Dedra Sack CAMA Number: 135.57-1-7 12 Deer Run Property Address: 12 Deer Run Rye Brook, NY 10573, Parcel Number: 135.57-1-8 Mailing Address: Timothy Dunlea CAMA Number: 135.57-1-8 30 Lincoln Ave Property Address: 30 Lincoln Ave Rye Brook, NY 10573, Parcel Number: 135.58-1-23 Mailing Address: Town of Rye CAMA Number: 135.58-1-23 222 Grace Church St Property Address: 122 N Ridge St Port Chester, NY 10573, Parcel Number: 135.58-1-38 Mailing Address: Michael F. Despojado Xinwei She- CAMA Number: 135.58-1-38 Despojado Property Address: 3 Talcott Rd 3 Talcott Rd Rye Brook, NY 10573, Parcel Number: 135.58-1-39 Mailing Address: Robert Schwartz Valery Schwartz CAMA Number: 135.58-1-39 1 Talcott Rd Property Address: 1 Talcott Rd Rye Brook, NY 10573, ff www.cai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 2/20/2019 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 2 of 2 Abutters List Report- Rye Town, NY HUDSON p (� � Q � � ._ ENGINEERING CONSULTING, P.C. JUL 19 2019 VILLAG E OF RYE BROOK BUILDI G DEPARTMENT GO m70 r -DC n T Tr n mp 00 m Cr ]] M m z m II L HI 00, M D amZ C- to I J ) L> 00 mm 0 i { o c� 1 J r L r t7 Z O 1 p v l.T� o �D r 45 Knollwood Road, Sulta 201 - Elmsford, NY 10523 (914) 909-0420 Fax (914) 560-2086 • BUILDING-69tA' RTMENT D �� � � V � ~ -- VILt. E OF RYE A$ROOK 938 KING ST CET RYE BROOK, NY 10573 JUL 19 2019 (914)939i8 (QX4939-5801 VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY:BOT Approval Date: PB Approval Date: I 1 e l-zo L. BOT Disapproval Date: PB Disapproval Date: Attach Resolution Hereto: BQT[ ] PB[ ZBA[ ] Chairman: —Z Du7 f`1 SUBDIVISION FEE: 5,1 nD DATE PAID: I- ENVIRONMENTAL FEE: DATE PAID: OTHER: FEE SCHEDULE: Preliminary Platt Application: $900.00 + $650.00 /Additional Lot(application fees are non-refundable) Final Platt: / Recreation: Residential = $10,000.00/acre + $2,000.00/dwelling unit. Commercial = $10,000.00/acre + $2,000.00/2,000 sq.ft. APPLICATION FOR SUBDIVISION OF LAND Application dated, V/C/f is hereby made to the Village of Rye Brook for a Subdivision of Land,Lot Merger,or other land use function in accordance with§219 and all other applicable sections of the Code of the Village of Rye Brook,as per detailed statement described below. 1. Property Address: 32 Lincoln Avenue SBL: 135.57-1-9 Zone: R-12 2. Property Owner: Junjie Xiong & Chuan Gao Address: 32 Lincoln Avenue email: cg2188@yahoo.com Tel.: 914-939-3878 3. Applicant: Same as Owner Address: email: Tel.: 4. Professional Engineer: Michael Stein - Hudson Engineering & Consulting, P.C. Address: 45 Knollwood Road, Elmsford NY 10523email: Michael@hudsonec.ComTel.: 914-909-0420 5. Licensed Land Surveyor: Thomas C. Merritts Land Surveyor, P.C. Address: 394 Bedford Road, Pleasantville NY 10570 email: survey@tcmerritts.COm Tel.: 914-769-8003 6. Subdivision Name/Identifying Title: Proposed 2 Lot Subdivision 32 Lincoln Avenue 7. Abutting Streets: Lincoln Avenue 8. Does property connect directly into channel lines as established by the Westchester County Commissioner of Public Works? (X)NO ( )YES: 9. Is lot within 500 feet of the Municipal Boundary? O NO (X)YES: (if yes list all adjacent Municipalities below): 10. Size of Existing Lot: 100,006.47 SF 11. Size(s)of Proposed Lot(s): Lot 1: 56,978.47SF, Lot 2: 43,028 SF t 3/21/19 12. Are proposed road centerlines staked? ( )YES Q()NO(if no,indicate anticipated date of staling) WA 13. Has the proposed lot(s)been staked? ( )YES QC)NO(if no indicate anticipated date of staking) 14. Number of Proposed Dwelling Units: Two(2) 15. Estimated Cost of Construction:$ To be determined Additional Information required to be submitted: a. Proof of ownership of the subject parcel(s). b. Certificate of Title Company covering all interests,liens,judgements,objections to title if any. C. Formal offers of cession to the Village of all streets&park areas not to remain private. d. Written agreement authorizing entry onto the property(s)by Village employees&officials. e. Any list of waivers requested by the applicant. f. Engineers estimated cost of construction of all streets,buildings,and site improvements. g. Final Subdivision plat and final subdivision plans. h. Proof of Approval by NY State DOT and/or Westchester County DOT for any proposed State or County street/intersection. j. Proof of Approval by Westchester County DPW for drainage lines if connecting directly into County established channel lines. j. Proof of Approval from the appropriate Utility Company for all proposed utilities&equipment. k. Proof of Approval from Westchester County DPW Division of Stream Control,if applicable. 1. Properly completed Environmental Impact Statement.(available on the NYS DEC website) in. Any additional information as requested by the Village of Rye Brook. ****************************************************************************************** Please note that this application must include the notarized signature(s)of the legal owner(s)of the above-mentioned property, in the space provided below. Any application not bearing the legal property owner's notarized signature(s)shall be deemed null and void, and will be returned to the applicant. ****,►****,►.*.*,►**,.###*���;�*******:***;�*.•���*********�,�..�*****�****.****,�****#,►:�,�*tit.**t*mot*****�*,►**** STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Junjie xiong&Chuan Gao ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the OY`l^f for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention &Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this 2.3A Swom to before me this -Z3 day of , 20` ISTOPHER J.BRADBURY day of V , 20 Notary Public,State of New York CH .!STOP ER J.BRADB No.01 BR6159985 b e o w York lified in Westchester County���� Notary Public = Commission Expires January 29,20_3 No bl' din Westdbe er County n Pxw r®s January 99 20 Signature of Property Owner f Signature of Applicant 1g ti Al /f 4Z��' Print Name of Property Owner Print Name of Applicant 2 CHFR!STJPr, -. Notary Public, Stc-'- 3121119 No.01ti � Qualified in Westc!? In the Matter of R DEC - 5 2019 The Planning Board Application of 32 Lincoln Avenue VILLAGE OF RYE BROOK BUILDING DEPARTMENT AFFIDAVIT Property Location: 32 Lincoln Avenue Section: 135.57 Block 1 Lot 9 ------------------------------------------------------------ -x STATE OF NEW YORK ) COUNTY OF WESTCHESTER ) ss: 1, Michael Stein, P.E., being duly sworn, deposes and says that pursuant to the requirements of the Village of Rye Brook Zoning Ordinance, on the 2nd day of December 2019, mailings and on the 41h day of December, a sign was posted in a location plainly visible from the public street and on the property, which is the subject of this application announcing that this matter will be discussed at the Planning Board meeting on December 12 at 7:30 P.M. at Village Hall, 938 King Street. x< � E/ Sworn to before me this '"day of 92019 PASQUALINA THERESA GILPIN Notary Public,State of New York Notary Public No.01 G16226M Qualified in Westchester County My Commission Expires 08/02/2016' 13oZoz December 2, 2019 Notice of Public Hearing Re: 32 Lincoln Avenue—Two Lot Subdivision To Whom It May Concern, This letter is to notify you of a public hearing scheduled by the Village of Rye Brook Planning Board to be on held at Village Hall, 938 King Street, Rye Brook NY 10573 on December 12th, 2019 at 7:30 PM. You are being notified based on the Village Code requirement that all neighbors within 250 feet of the property be notified of the public hearing for a two lot subdivision, site plan and wetlands permit for the proposed work at 32 Lincoln Avenue. The Site is located on the west side of Lincoln Avenue directly across from Crawford Park. The proposed improvements include the construction of a new home on a newly created lot with the existing dwelling remaining. Thank You, D !'�— C Ell V E F UL 19 2019 VILLAGE OF RYE BROOK COPY BUILDING DEPARLIENT STORMWATER MANAGEMENT PLAN & DRAINAGE ANALYSIS 32 Lincoln Avenue Village of Rye Brook - New York February 20, 2019 Hof NE � p r cc n to � � 2 F � .80g�1 �2 ESstONP� Hudson Engineering & Consulting, P.C. 45 Knollwood Road - Suite 201 Elmsford, NY 10523 (914) 909-0420 STORMWATER MANAGEMENT PLAN & DRAINAGE ANALYSIS 32 Lincoln Avenue Village of Rye Brook - New York INTRODUCTION This Stormwater Management Plan presents the proposed Best Management Practices (BMPs) to control erosion and sedimentation and manage stormwater during and upon construction of proposed Subdivision at 32 Lincoln Avenue in the Village of Rye Brook, Westchester County, New York. This Plan consists of this narrative and a plan set entitled: "Proposed Two Lot Subdivision, 32 Lincoln Avenue, Village of Rye Brook, Westchester County - New York", all as prepared by Hudson Engineering and Consulting, P.C., Elmsford, New York, last revised February 20, 2019. The design is in accordance with the Village of Rye Brook requirements. Since the project disturbance is less than one acre the New York State Department of Environmental Conservation [NYSDEC] stormwater regulations are not applicable. METHODOLOGY The stormwater analysis was developed utilizing the Soil Conservation Service (SCS) TR-20, 24-hour Type III storm events (HydroCad®) to assist with the design of the mitigating practices. The "Complex Number" (CN) value determination is based on soil type, vegetation and land use. The design is in accordance with the Village of Rye Brook's stormwater regulations. The CN and Tc data are input into the computer model. The project site was modeled for the 25-year Type III — 24-hour storm event. PRE-DESIGN INVESTIGATIVE ANALYSIS A pre-design investigative analysis was performed including percolation and deep holes tests in the locations shown on the plans. A series of percolation tests were performed in the vicinity of the potential stormwater mitigation practice [TP-1], [TP-2], [TP-3], [TP-4], [TP-5] and [TP-6] until constant rates were achieved, their results as follows: • TP-1: A percolation rate of 15-minutes per inch (4-inches per hour) was observed. A percolation rate of 4-inch per hour was utilized in the design. • TP-2: A percolation rate of 15-minutes per inch (4-inches per hour) was observed. This location was not utilized in the design. • TP-3: A percolation rate of 30-minutes per inch (2-inches per hour) was observed. This location was not utilized in the design. • TP-4: A percolation rate of 24-minutes per inch (2.5-inches per hour) was observed. This location was not utilized in the design. • TP-5: A percolation rate of less than 1-minutes per inch (>60-inches per hour) was observed. This location was not utilized in the design. • TP-6: A percolation rate of 1.7-minutes per inch (36-inches per hour) was observed. This location was not utilized in the design. Six (6) deep test holes were excavated and labeled [TP-1], [TP-2], [TP-3], [TP-4], [TP-5] and [TP-6] as shown on the plans. • TP-1 was excavated to a depth of 96-inches. The test revealed topsoil to a depth of 12-inches, and brown sandy loam to the invert. No groundwater, ledge rock or mottling was encountered. • TP-2 was excavated to a depth of 60-inches. The test revealed topsoil to a depth of 12-inches, and brown silty sand to the invert. Ledge rock was encountered at 60-inches. No groundwater or mottling was encountered. • TP-3 was excavated to a depth of 96-inches. The test revealed topsoil to a depth of 8-inches, silty sand to a depth of 40-inches, and brown sandy loam to the invert. No groundwater, ledge rock or mottling was encountered. • TP-4 was excavated to a depth of 96-inches. The test revealed topsoil to a depth of 6-inches, silty sand to a depth of 48-inches, and brown sandy loam to the invert. No groundwater, ledge rock or mottling was encountered. • TP-5 was excavated to a depth of 80-inches. The test revealed topsoil to a depth of 8-inches, silty sand to a depth of 36-inches, and brown sand with rocks to the invert. Groundwater was encountered at a depth of 75-inches. No ledge rock or mottling was encountered. • TP-6 was excavated to a depth of 72-inches. The test revealed topsoil to a depth of 8-inches, silty sand to a depth of 36-inches, and brown sand with rocks to the invert. Groundwater was encountered at a depth of 64-inches. No ledge rock or mottling was encountered. The deep test hole log and percolation test data sheets are attached. POST-DEVELOPED CONDITION The proposed dwelling and driveway were modeled as one watershed, Watershed 1. Watershed 1 was analyzed as follows: Watershed 1A contains a tributary area of approximately 3,522 square feet all of which is impervious in the form of proposed dwelling and driveway. The CN value for this area is 98 and the Time of Concentration (Tc) is a direct entry of 1 minute. The runoff from this tributary area is conveyed via a comprehensive drainage system to nine (9) Cultec® 330XLHD Rechargers, set in one foot of gravel at the sides and invert. The system is designed to fully accept (no release) the entire stormwater runoff volume for the 25-year storm event from the watershed and ex-filtrate the runoff into the surrounding soil sub-strata. CONCLUSION The stormwater management plan proposed meets all the requirements set forth by the Village of Rye Brook. Design modification requirements that may occur during the approval process will be performed and submitted for review to the Village of Rye Brook. 3 Hydrologic Soil Group—Westchester County,New York 3 S 609790 609650 609910 609970 610030 610090 610150 41°1'1"N 41°1'1"N y SUB d QpU• t7 6 Ff a 4 v •• A� d � A AO_ V p • n 1510 tlq_ 14 Y X Soil Map may not be valid at this s ale 41°0'44"N 41°0'44"N 609790 609850 6W910 609970 610030 610090 610150 3 3 Map Scale:1:2,590 if printed on A porbait(8.5"x 11")sheet N Meters3 Feet o A y o 35 70 140 210 0 100 2M 400 600 Map pr :Web Mercator Caner coordinates:WGS84 Edge tics:UTM Zane 18N WGS84 USDA Natural Resources Web Soil Survey 9/29/2017 a Conservation Service National Cooperative Soil Survey Page 1 of 4 bo N N � �N N p .L..• m 7 O N 01 7 N W N N m N ¢ N -0 O) m m o '0 m 3 c U U o qO NO O ` o E E d p E N E U) N CL o m Eoc O Z C E N O_m � L y m y 6 U) } E N N L O 0 am � m E omc Z c m ; fO � L°' ' E rno o n y � o N �� m Z ZN 3 _U E 2 > me O C 'L-'y m CO d y N j m ¢ O N L N 4) E U w CW,, C N m Ln 3 m a� 0 ° _ a m m m ' Y c o CD Ucn CD 2 m rn a•- y m _ 'O N L 7 rn U O O m m E C y d 7 0 � N � Z p 0-�O �O N � N N E N C m V H •� m n U d in N d 3 y C-r 7 G w O. cO O L L L z Z) E of L a s U O C 01 O .N--, 0'E N _ O ' C 'O C — a >. N m m 7 N 'O N Q .-. O- M0 2 C O N O C m Z CJ) U CO Q m fp O 'O a m N N d E m TE � N d E m � cmi � '` 0 zt m `o m CLm N E 'p CD C o N H `� N ° C O 0 U m W `O > Q c9 O m y L y O Y N O 'C �C a� N N U V) N U c y m D_y II) N E O N O =O.Q y m ° N N m m N N C<0 y cc 7 0 O_ N V N .L-. _ � = 0 d N d E m C O U O O maw 'O U L O J O !n m ti L O L 3 F- 3 W E_ U to a E a) � naQ m H o cnV) U) oN � °E N N Z C � Z o � U N N (U O d Z U U) (U O O N N a N N y o > t 3U o a R (� O U L C C rn w a p O a O O t Z U N N p M d .� m m m w O m h ° U U U z U) O cc j Q O > 2 C = Q CD 0 A Z ® ■ ■ 0 CL 2 W u 0 3 ►= m W J � m a a m m Q O > > Q m m N O O N C C N N O O C C Q O T N y N C C n a° o 0 0 0 o 0 o a° o 0 m ¢ �, ¢ a m m U o z �, ¢ a m m c) 0 o z° a m 11 � o ❑ ❑ MIN ❑ ❑ ❑ ❑ o 2 2 ■ ■ ■ ■ UO) ` G N VJ fA Q m O 0 m. L y A O 2�U �N\ Hydrologic Soil Group—Westchester County,New York Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI ChB Charlton fine sandy B 6.0 17.3% loam,3 to 8 percent slopes CrC Charlton-Chatfield B 3.2 9.2% complex,0 to 15 percent slopes,very rocky CsD Chatfield-Charlton B 3.9 11.2% complex,15 to 35 percent slopes,very rocky Ff Fluvaquents-Udifluvents A/D 7.3 21.1% complex,frequently flooded PnC Paxton fine sandy loam, C 5.9 17.1% 8 to 15 percent slopes SUB Sutton loam,3 to 8 B 2.9 8.2% percent slopes Ub Udorthents,smoothed B 2.9 8.3% UhB Urban land-Charlton 0.2 0.5% complex,2 to 8 percent slopes UhC Urban land-Charlton 2.5 7.1% complex,8 to 15 percent slopes Totals for Area of Interest U.8 100.0% t SI).\ Natural Resources Web Soil Survey 9/29/2017 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Westchester County,New York Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes(A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential)when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential)when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method:Dominant Condition Component Percent Cutoff. None Specified Tie-break Rule:Higher USDA Natural Resources Web Soil Survey 9/29/2017 aiiiiiiiiiii Conservation Service National Cooperative Soil Survey Page 4 of 4 01 . 0 Waters1hed 1 A 9 Cultec 330XL Rechargers OSubcat Reach Z4 Link Routing Diagram for Proposed Prepared by Hudson Engineering&Consulting EHydroCADO 10.00-14 s/n 02549 0 2015 HydroCAD Software Solutions LLC Proposed Type/1 24-hr 25-Year Rainfall=6.40" Prepared by Hudson Engineering & Consulting HydroCADO 10.00-14 s/n 02549 ©2015 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1.0: Watershed 1 Runoff = 0.82 cfs @ 11.90 hrs, Volume= 0.038 af, Depth> 5.63" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 25-Year Rainfall=6.40" Area (sf) CN Description ' 1,410 98 Proposed Driveway 2,112 98 Proposed Dwelling 3,522 98 Weighted Average 3,522 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.0 Direct Entry, Direct Entry Summary for Pond 1.1: 9 Cultec 330XL Rechargers Inflow Area = 0.081 ac,100.00% Impervious, Inflow Depth > 5.63" for 25-Year event Inflow = 0.82 cfs @ 11.90 hrs, Volume= 0.038 of Outflow = 0.04 cfs @ 11.10 hrs, Volume= 0.036 af, Atten= 95%, Lag= 0.0 min Discarded = 0.04 cfs @ 11.10 hrs, Volume= 0.036 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 3.15' @ 12.76 hrs Surf.Area= 418 sf Storage= 733 cf Plug-Flow detention time= 148.9 min calculated for 0.036 of(95% of inflow) Center-of-Mass det. time= 126.6 min ( 851.9- 725.4 ) Volume Invert Avail.Storage Storage Description #1 A 0.00, 242 cf 11.17'W x 31.50'L x 3.54'H Field A 1,246 cf Overall -440 cf Embedded = 806 cf x 30.0%Voids #2A 1.00, 440 cf Cultec R-330XLHD x 8 Inside#1 Effective Size= 47.8"W x 30.0"H => 7.45 sf x 7.00'L = 52.2 cf Overall Size= 52.0"W x 30.5"H x 8.50'L with 1.50' Overlap Row Length Adjustment= +1.50' x 7.45 sf x 2 rows #36 0.00, 52 cf 6.33'W x 10.50'L x 3.54'H Field B 236 cf Overall -63 cf Embedded = 172 cf x 30.0% Voids #413 1.00, 63 cf Cultec R-330XLHD Inside#3 Effective Size= 47.8"W x 30.0"H => 7.45 sf x 7.00'L = 52.2 cf Overall Size= 52.0"W x 30.5"H x 8.50'L with 1.50' Overlap Row Length Adjustment= +1.50' x 7.45 sf x 1 rows 796 cf Total Available Storage Storage Group A created with Chamber Wizard Storage Group B created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 0.00' 4.000 in/hr Exfiltration over Surface area Proposed Type/1 24-hr 25-Year Rainfall=6.40" Prepared by Hudson Engineering & Consulting HydroCADO 10.00-14 s/n 02549 ©2015 HydroCAD Software Solutions LLC Page 3 Qiscarded OutFlow Max=0.04 cfs @ 11.10 hrs HW=0.04' (Free Discharge) 1-1=Exfiltration (Exfiltration Controls 0.04 cfs) H U D S O N SITE ADDRESS: 3 2 L/hC C, � E N G f N E E R I N G TOWN/VILLAGE: R+/( CONSULTING. mac_ DATE. Uld TIME- j WEATHER- .,,,y TEMP- 7 F WITNESSED BY- DEEP TEST HOLE DATA SHEET-STORMWATER MANAGEMENT SYSTEM DEPTH HOLE NO. HOLE NO. HOLE NO. HOLE NO. I G.L. 6" ! 12" 0-(2''f `'"1 U_��,/Ta Sol I —$/ fa 18" 24" 30" 36" 9410" Silit 42" 48" r Alf �, l .60" Bzwn fib" S+1 Sac n A 72" ocf 60+/ 78" 84" p !1 90" 12-11 96" s S u„d LLo a,yl., Sa— 102" a 6AP 140�, ` t-2d 108" No Le No Flo l� C_W • Indicate level at which Ground Water(GW),Mottling and/or Ledge Rock is encountered • Indicate level for which water level rises gfler being encountered EXCAVATION EFRFORMM BY• 45 Knollwood Road—suite 201 - hImSford, NY FaX(91,4) _nt�U2_UtSb nszn7-nac fv f;1 xe-i o trn-rnr fiam EZCni AN 'plolswta - -in a1Sns—peoa pooMlloLrA Sv p2l2)Un0aUa$u7aq-W#D SaSU FAIal l21DA gZJZIJM JOflanaf ajDarpuj e paraJrmooua sr�raay aSpa7lo/puD 8u?j�oyy'�dff?��TD.4f P11t1O-f`I'Y�?'!''t TD Ia^al a1Do!pul • ..801 ..ZO I ..96 ya] ON a ..06 by u�-tYt 1C 9E ..8L �!Z ..ZL ..99 .0.9-- ..Y S -817 ..Z17 .9£ AE .VZ .8I ..Z I 'To 'ON 910H OK TIOH q ON 910H ON TIOH H.L9Q WHISAS JmAW39vKvu H2LLJ VMMO.LS-13aHS V Lva H'IOH.LM aaaa :AS QHSSgN IA& 3. 'dYV3.� ZI�LLdHM �HNII.I „Zlyj� 1p� :Uva :HDV'I'IWRMOI v JN1Z1��N1JN� B.I.Is N O s CI f H { HUDSON SITE ADDRESS: L(r)Cc 11 EC Ht SNGTNEERiNG as TOWN/VUJE AGE: COIYSULTiNG. FIC_ DATE: tD O 2DI 6 TIME: �- S"QhN ' WEATMM S` All t TEMP_`1D -F WITNESSED BY: cy)f l S Ca0 a.1"ie r i PERCOLATION TEST HOLE DATA SHEET—STORMWATER MA NAGE11iEN'T SYSTEM Owner HOLE# CLOC 11ME PERCOLATION Depth to Water Soil Rabe From Ground Surf= : Elapse Water Level in Min. : Inches Strop T me Start per Hole Ran Inches Drop in ink How i Number: No. Start Stop (M"m.) Inches Inches o 2 }o ` � i;ao 3o f�l'15 t3,25 3 /0 —0 3 ;ol 2. 5 r2 s 2 4 I+, s1 tZ;o�a 30 to is f 5 f 2;oI 12;39 # 30 I Z,�5 1 �•25 2, 2 ��'37 1l;o7 + `I 2 r r 4 5 # 3 1 �I ;Sq ' �J:Zq • G f, f I .S 2.0 2 • E� zy Io:59 l 1 t2 r 3c> 2 �8 : 3 : lo ,S`I 1 1 2,i : �� 10, .1li,S I 3r, 2- 4 J. ' 5 Notes: 1) Tests to be repeated at the same depth until approximately equal soil rates are obtained at each percolation test hole. All data to be submitted for review_ 2) Depth measurements to be made firm top of hole. 4S Knollwood Road—Suite 201- Elmsford, NY 10523 (914)909-0420 Fax(914)S60-2086 HUDSON sITEADDREss: 32 �.1n �cln a� ENGiNEERINC-P TOWN/VIL.LAGE: CONSULTING, P.C. DATE: 10 42 u TIliriE: WEATHER TEMP. 'F WITNESSED BY: C f�l'f C PERCOLATION TEST HOLE DATA SHEET—STORMWATER MANAG MIENT SYSTEM[ Owner HOLE#; CLOCK TIME PERCOLATION Depth to Water Soil Rate s Elapse ; From Ground Surface : Water m • Min.per : Inches per • Hole Rzm ' Tune ; Inches Drop in : ink Hour • Number• No. : Start Stop (Min-) inches # °I :5( a:�c 3� �,s to,s 2 15 1 f 2 • i�'2] • �0;57i 3p ,7s (Q.ZS (, 5 20 _»0 3 . io `,5 1�;2s ;o g. q,7,� 1, 25 2-4 2,S : 5 # 5 1 '3 4 7. 3S33 17 0, 33 /8o i 4 : 5 4 5 Notes: 1) Tests to be repeated at the same depth until approximately equal soil rates are obtained at each percolation test hole. All data to be submitted for review. 2) Depth measurements to be made from top of hole: 45 Knoliwood Road—Suite 201- Elmsford, NY 10523 (914)909-0420 Fax(914)560-2086 — Paul J. Jaehnig Wetlands and Soils Consulting R E9E � ViE DEC - 5 2019 53 VILLAGE OF RYE BROOK BUILDING DEPARTMENT Wetlands Survey The Gao Site 32 Lincoln Ave. Rye Brook,NY Approx. 2.3-Acres Area Prepared for Cathy Goo . 'JF 9ROffSSr04, `�0`E. ..u..., 04-e Ay, Nov. 30,2019 ai J 17bS �rfe.,' AIPO r AEG �4 OMIJI d�AElM18 ,., •••., 0006ep 19gao.321incolnare.ryebrookwlrep P.O.Box 1071 RidgeJleld,CT 06877 teL (203)438-9993 Introduction A wetland investigation was completed Nov. 30, 2019 on property identified as 32 Lincoln Ave. in the Village of Ryebrook,by Paul J. Jaehnig, Certified Professional Geologist, Soil Scientist, and Wetland Scientist. The work consisted of the taking of soil borings, as needed, to re-identify the presence of wetland or hydric soils, and the re- marking or re-flagging of the wetlands boundary. The work was conducted in accordance with the Village of Rye Brook Wetland Law. The work was done at the request of the client and owner of the property,Cathy Gao. The wetlands on the site were delineated on May 8,2015 by this office. The wetland boundary delineated in 2019 is un- changed from the 2015 delineation. Site Description The site is an approx. 2.3 acres area property situated along the west side of Lincoln Ave. The site is situated in an established residential neighborhood with properties typically 1- 2 acres in area. The property consists of a residence; surrounding lawn; woodland areas; and wetlands(see enclosed Wetland and Soils Map and photos 1-10 in Appendix I). Slopes across the site vary from gently sloping and nearly level to steep sloping. In general, the land slopes down to the northwest and west toward Blind Brook,which is along the western property line. Much of the southern and southeast portion of the site is gently sloped. The northern and northwest portions, as well as,most of the western edge of the site is very gently sloping to nearly level. A narrow corridor of steep sloped land diagonally traverses the southwest to northeast corners of the site. Slopes along the driveway, around the residence, some woodlands, and yard areas have topography modified by past man-made work carried-out in the development of the site. A paved driveway comes in off of Lincoln Ave. and into the northeast corner of the site (see photo 1 in Appendix I). The driveway continues westerly, down a steep slope, and into the northeast and central-northern portion of the site. The driveway levels-off in the central-northern portion of the site,where the driveway widens to form a vehicle parking area. The residence is situated in the central-northern portion of the site. Lawn area covers much of the northern and northwestern portions of the site. Landscape plantings, including Pachysandra beds, grow along the borders of the lawn next to the residence, driveway, and woodlands(see photos I & 2 in Appendix I). Non-wetland woodlands are on the southern, southern-central, and southeast portions of the site, as well as, some western edges of the site(see photo 3 in Appendix I). Woodlands on the southern, southern-central, and southeast portions of the site consist of: a wide-spaced tree canopy of Sugar Maple, Tree of Heaven,Black Birch, a few tall Tulip, a few tall White Oak, and a few tall Beech; an open understory except for a few Winged Euonymus and Privet shrubs. A few large Northern Red Oak and White Oak, a few large Sycamore, and smaller Beech trees grow in slight convex areas of the woodlands on the central-western edge of the site, adjacent to Blind Brook. Large Rhododendron grow in the woodland area near the yard area on the western edge of the site. Poison Ivy and Garlic Mustard grow on some of the woodland floor. Pachysandra groundcover has C encroached into the southern edge of the woodlands. Twig and leaf litter covers the woodland floor. Wetlands/Watercourses Introduction The wetlands boundary was delineated in the field by consecutively numbered flagging (WL-A-1,WL-A-2, etc. and plotted onto the enclosed Wetland and Soils Map. Two wetland areas, labeled Wetland WL-"A"&`B",were found on the site and their locations plotted on the enclosed Wetland and Soils Map. Wetlands on the site consist of- wetland area WL-"A"—Blind Brook watercourse, which flows through the community; and a wetland area WL-`B"—a small tributary drainage course with flanking wetlands flowing into Blind Brook. Wetland Area WL-"A" Wetland Area WL-"A"is a regional watercourse known as Blind Brook. Blind Brook flows south to southwest along the entire western edge of the site(see photos 4& S in Appendix I). Blind Brook has a channel 30 ft. to 40 ft. or more wide, and average 2 to 3 ft. deep. There is approx. 0.5 to 1.5 ft. deep water flowing in its cobble-strewn channel at this time. Side banks of the channel are typically steep. Surface waters are quite clear, with some slight tea color likely from leaf tannin. Blind Brook has a nearly flat gradient. Flow is generally laminar along deeper sections,but some turbulent flow along those rocky shallow sections. Blind Brook meanders very slightly through the area. Depending on adjacent non-wetland relief, the watercourse's side banks vary from 2 to 6 ft. in height. Sections of land with lower relief may be subject to inundation during wetter periods of the year. Such areas of inundation are un-vegetated and have a veneer of recent deposits of fine sand left as the water recedes. Soil slump occurs on the outside or thalweg section of the watercourse,near the northwest edge of the site. A few,narrow, crescent-shaped wetland occur along Blind Brook where relief is low relative to the brook channel. These areas are mainly un-vegetated,covered with a veneer of sand left by inundation. A few Skunk Cabbage plants and Jewelweed plants may be seen in these wetland areas during warmer times of the year. Wetland WL-"B" Wetland area WL`B"is a small drainage course with associated wetland areas, which flow into the Blind Brook. A small drainage course is piped under Lincoln Ave. and discharged into northeast edge of the site(see photo 6 in Appendix I). The drainage continues down a steep sloped woodland area along a straight, stone-lined channel for approx. 50 ft. to the edge of a level lawn area(see photo 7 in Appendix I). Here the drainage course takes a sharp turn to the southwest and continues for approx. 150 ft. along the southeast edge of the backyard lawn area(see photo 8 in Appendix 1). At this point the drainage course turns more to the south-southwest for another 150 ft.,through a nearly level,very lightly wooded area,ultimately flowing into Blind Brook, at a point near the southwest edge of the site(see photo 9 in Appendix I). The drainage course is poorly drained, and surface flow may taper-off substantially during the droughty times of the year. At this time the drainage course has approx. 1/2 inch deep flowing water at the northern end of the site, but tapers-off to nil toward the southern portion of the site. The drainage course hydrology is fed by overland, intermittent storm-water discharge coming off of the Lincoln Ave. pavement and adjacent wooded upland areas, as well as, regular discharge provided by seeps and springs in adjacent wetland areas. The drainage course varies from 2 ft. wide and less 1 ft. deep on the northern end of the site, to 3-3.5 ft. wide and less than 0.5 ft. deep toward the southern portion of the site. A fieldstone retaining wall, less than 1 ft. height, separates a section of the drainage course from the backyard lawn area. The drainage course is rather linear from Lincoln Ave. down to the residence,but then meanders slightly on its final route toward Blind Brook. Narrow wetland areas flank the drainage course. Narrow wetland areas flank the central and southern portions of the drainage course. These wetland areas consist of. nearly level wetland lawn(see photo 10 in Appendix I); nearly level wetland covered with dense groundcover of Pachysandra, as well as, a sparse cover of Skunk Cabbage, Jewelweed, and a few False Hellebore plants visible at warmer times of the year; and gently to moderately steep-sloped hillside wetlands covered with few Skunk Cabbage visible at wetter times of the year, and dense groundcover of Pachysandra. Wetland Functions Wetland WL"A",that is, Blind Brook, functions mainly as an important watercourse for the region. Blind Brook provides many important wildlife habitat space both in its waters, and adjacent shoreline. Waterfowl, aquatic life, amphibians utilize this important watercourse. Areas of hedge growth along the edges of Blind brook provide nesting habitat for numerous songbirds. Those areas of level, low relief adjacent to Blind Brook, provide flood control function during large storm event surges. Wetland WL-`B" functions mainly as a contributory drainage discharge source to Blind Brook. Storm-water attenuation function is provided when storm-water from Lincoln Ave. run-off is directed into the wetland area. Flanking hillside wetlands function primarily as contributory groundwater discharge area for the drainage course. The level wetlands areas,particular areas with dense Pachysandra groundcover,provide some storm-water attenuation function during periods of prolonged rainfall. Small frogs and butterflies are found along the level wetland and drainage course areas. The wetland lawn area provides some contributing groundwater recharge area function; its exposure to residential area significantly limits its wildlife habitat area function value. NYS Dept. of Environmental Conservation (NYSDEO Wetlands Jurisdiction The wetlands on the site are not NYSDEC regulated wetlands according to a review of their published maps (see NYSDEC Wetland Map in Appendix II). Blind Brook is a Class "SC"(saline surface waters)watercourse according to this review. Regional Drainage Drainage is directed southwest from the site along Blind Brook,ultimately draining into Long Island Sound(see Regional Drainage Map in Appendix III). Soils Shallow soil borings were taken using a spade and Dutch auger at selected locations throughout the site in order to identify wetland soils. Soil boring locations(SS-1, SS-2, etc.)were plotted approx. on the enclosed Wetland and Soils Map. Soil borings were logged noting soil profile color,texture,redoximorphic(wetland soil)indicators, and water table. Detailed descriptions of soil borings are provided in Appendix IV. Soils encountered in the study area include: non-wetland well drained Charlton loam (ChB), slopes 3 to 8 %, in small, undisturbed upland areas between Blind Brook and the tributary drainage course; non-wetland,well drained Paxton loam and fine sandy loam (PnC), slopes 8 to 15 %, in the undisturbed, gently sloped woodland areas on the southeast portion of the site;non-wetland, well drained Paxton loam and fine sandy loam (PnD), slopes 15 to 25%, in the undisturbed, steep sloped woodland areas in a narrow corridor crossing the southwest to northeast portion of the site; non-wetland, moderately well drained Woodbridge loam(WdB), slopes 3 to 8 %, in the undisturbed woodland area on the southeast portion of the site; non-wetland,well drained Udorthents,cut, fill, & graded soil(UbI), slopes varied,to describe areas around the residence, along the driveway, and in some woodland areas,where there has been past soil, cut, fill, and grading carried-out by man;non-wetland, moderately well drained Udorthents(Ub2), slopes varied, to describe areas adjacent to some wetland areas, where past man-made disturbances have been carried-out;wetland,poorly drained Aquents(Aq), slopes 0 to 3 %,to describe wetland areas where the natural soil profile has been disturbed by past man-made activity; wetland, very poorly drained Fluvaquents soils(H), slopes 0 to 2 %, to describe young wetland soil profiles formed along active watercourse; and wetland, poorly drained Leicester loam(LcB), slopes 3 to 8 %, in the undisturbed, gently sloped hillside wetland area adjacent to the tributary drainage course. The distribution of these soil-types is depicted on the enclosed Wetland and Soils Map. Appendix I Selected Site Photos I I + I f I I f I TTI,�_ SAC- . . . . . . :.. .. . .. . } Yy � 7. N 'yoorg a.tg.,;IAN ulwul7 I£'aNS OVJ Ilet IAON r„-7,ft punl)aw ul r(-Ij put jy Suoln+anaIisuuup puo 1sa,+ultnos 3rual007 r 01011,1 CU � �� fib • «tt+ � �-' �`.,r`�,' .ary♦ .J. -may�. 1 � � , y � Y -airs ayi fo uoulod matpnos atp uo rpunlpoo.,>s•sulan y;.,r u 8ugoo7 E 010+1d I I f + 1 ;: •�, � ��,� '� 'fir - / _ I 'I I I d1V'YOOJM aay WY u103017 tF'a#S ODD-6fot'AoN oloyd fo aPrr lyX»Xuoly aaly u.,u��rx�njfax!anal aioh airs aye jo uvu rcxlla uua�ul pa ;faravq asvd sxolfn sv ..8,•-7M PUVIIJM ur asjnoa a8yulv-lP.Croln9!4 fo uoelaas Xuoly uroa gsuMop pun tsaxytnos Ruryon7 8 ojvyd i s k4 F �� � 7!. +J ,�, y,�'�.7rJ% ,�.- •2'y� �' f j i-}ram�j* x -, �- � ,' �'y,.yfyY71. �+ E•`1•�� •5 �".,.� 1--'v �T ff• ,i 'K �" ,�?"�s. 'Yt�.M��. r i< , 7 � 4 1 v oloyd�o aapa mAli ul umyl laaal fo Opa alo,v -azuaplsaa fo apes Iwo lrvd suanr�r aJayx„g„-7,1f Puvllaa'ul asmn 7 a3*tvjP 8uoln mna-1sutaop Puv 1sa,4tnos Ser/007 nfaetd t t l .AIL ` - % ' t .1 t ,� �. .,yr.,.�a����►7'��� � a ,�� �,, }fir' 3Y. � � ';9•.F�� -•per ,,�. � � � ^!,. i/lY es Mi .� $• � 1 I 11 I I ► I I I I / ! ""99„ I Appendix II NYS DEC Wetland Map NYSAEC WE?LAND'Cf-6' f1 S. NYSAEG WUTLA 3' NYSDSC WETLAND' �• •-r,trn� CaunNaCbb t_- - --, Hlih� ANDBRs6t4 HILL"- Eit,-_u4 C hA. •:aur . aH'P'Dw___ota SITE i YoII. A,:)It c.3 V. '}oat •� _ vti'hAe \\ Flam: Hgh :a trr of 't Ib NYsDec w ND•4.� NY5DEC WEPLANA CHECK ZONE Fhll_•,.•Yt 9' ,fir E'•rook - ,�� Port Ch -ste � :`�eti1cM±:frrr y !�1 •_�ountr; Autr Z z�i ,} o1Jntri Cbit. ,. NYSDEC WETLAND MAP N.T.S. Appendix III Regional Drainage Map Site T c��140 op yva J • �' } -J� t 1 • ��jl f tel:^:.!`•.i. 1 7 r-�.`� �� Tj �':�+- i � i l` �i � ��i�/! / 4` t. � � �,. � R-EGjIDNAt_ DRY INACjE MAP N.T.S. w � w 6 ✓�4 w -1zs a Q � ✓ W !� y kb l / ceAO ; y Lo a 1 � 1 I L � 1/• r , U P P �+ � � a � A.• P W IT as ,a Vdl u NS - 1z3ii�GO ° T 7 [ S_ soa P �t � W a P r v 4 i • z Appendix IV Soil Boring Logs KEY TO BORING LOGS (submitted previously in May 2015 report) SS-1 SOIL BORING 0-4" DEPTH IN INCHES FROM THE GROUND SURFACE COLOR MUNSELL COLOR NOTATION VERY DARK GRAY HUE VALUE/CHROMA 10YR 3 / 1 SS-1 SITE: GENTLY SLOPED WOODLANDS; SHADY TREE CANOPY OF SUGAR MAPLE, TREE OF HEAVEN; OPEN EXCEPT FOR FEW PRIVET AND WINGED EUONYMUS SHRUBS; FEW GARLIC MUSTARD PLANTS; SCATTERED FEW POISON IVY PLANTS; TWIG AND LEAF LITTER COVERS WOODLAND FLOOR. 0-1" DARK GRAY BROWN IOYR 4/2 LOAM. 1-9" BROWN 1 OYR 4/3 LOAM. 9-28" MIXED LIGHT YELLOW BROWN 2.5Y 6/4 LOAM AND FINE SANDY LOAM WITH 5% GRAVEL. WATER TABLE NOT ENCOUNTERED. SS-2 SITE: GENTLY SLOPED WOODLANDS; SHADY TREE CANOPY OF TALL TULIP, SMALLER SUGAR MAPLE AND BLACK BIRCH; OPEN UNDERSTORY EXCEPT FOR FEW WINGED EUONYMUS; AND HERBACEOUS GROWTH OF FEW ONION GRASS AND SOLOMON SEAL; FEW ENGLISH IVY VINES ON GROUND; TWIG AND LEAF LITTER COVERS WOODLAND FLOOR. 0-1" VERY DARK GRAY BROWN 10YR 3/2 LOAM. 1-8" BROWN IOYR 4/3 LOAM. 8-19" LIGHT YELLOW BROWN 2.5Y 6/4 SANDY LOAM. 19-28" LIGHT YELLOW BROWN 2.5Y 6/3 LOAM WITH 10% DARK YELLOW BROWN 1 OYR 4/6 MOTTLES (REDOX CONCENTRATIONS); FIRM. WATER TABLE NOT ENCOUNTERED. SS-3 SITE: VERY GENTLY SLOPED WOODLANDS; SIMILAR TO SS-2; SHADY TREE CANOPY OF TALL TULIP AND FEW TALL BEECH, YOUNG SUGAR MAPLE, AND SINGLE LARGE WHITE OAK; OPEN UNDERSTORY;TWIG AND LEAF LITTER COVERS WOODLAND FLOOR. 0-6" DARK GRAY BROWN 1 OYR 4/2 LOAM. 6-10" BROWN IOYR 4/3 LOAM. (SS-3 cont.) 10-28" YELLOW BROWN IOYR 5/4 LOAM. WATER TABLE NOT ENCOUNTERED. SS-4 SITE: SLIGHTLY CONCAVE AREA APPROX. 20 FT. ACROSS IN WOODLANDS; AREA SURROUNDED BY TALL TULIP TREES; OPEN UNDERSTORY; GROUNDCOVER OF PACHYSANDRA BLANKETS WOODLAND FLOOR. 04" BROWN 1 OYR 4/3 LOAM. 4-26" MIXED YELLOW BROWN 1 OYR 5/6 LOAM WITH 5%GRAVEL. WATER TABLE NOT ENCOUNTERED. SS-5 SITE: LEVEL DRAINAGE COURSE WITH CHANNEL 3 TO 4 FT. WIDE AND 1 FT. DEEP WITH 1/4 INCH DEEP WATER WITH NO APPRECIABLE FLOW; CHANNEL IS MAINLY UN-VEGETATED EXCEPT FOR FEW SKUNK CABBAGE AND JEWEL WEED PLANTS; DRAINAGE COURSE IS BORDERED BY STEEP SLOPED WOODLANDS; BLIND BROOK IS APPROX. 60 FT. FROM DRAINAGE COURSE. 0-10" DARK GRAY 1 OYR 4/1 LOAM WITH SANDY LOAM INTERLAYERS AND 10% BROWN 7.5YR 4/4 MOTTLES (REDOX CONCENTRATIONS). 10-28" GRAY IOYR 5/1 SANDY LOAM. WITH 5% ROUNDED GRAVEL AND 20%DARK YELLOW BROWN 10YR 4/6 MOTTLES (REDOX CONCENTRATIONS). WATER TABLE AT 6". SS-6 SITE: NEARLY LEVEL AND LIGHTLY WOODED PENINSULA OF LAND BETWEEN BLIND BROOK AND TRIBUTARY DRAINAGE COURSE; TALL BUT THIN TREE CANOPY OF SUGAR MAPLE, WHITE OAK,AND RED OAK, ALONG WITH YOUNG BEECH; OPEN UNDERSTORY; SCATTERED HERBACEOUS GROWTH OF FALSE HELLEBORE, AND SKUNK CABBAGE; LEAF LITTER COVERS GROUND. 0-28" DARK GRAY BROWN IOYR 4/2 AND GRAY BROWN IOYR 5/2 LOAM AND LOAMY FINE SAND INTERLAYERS. WATER TABLE AT 20". SS-7 SITE: SIMILAR TO SS-6; AREA HAS SLIGHT CONVEX RELIEF; TREE CANOPY OF FEW TALL RED OAK AND WHITE OAK,AS WELL AS, SMALLER BEECH; OPEN UNDERSTORY; LEAF LITTER COVERS WOODLAND FLOOR. 0-28" GRAY BROWN 1 OYR 5/2 AND PALE BROWN 1 OYR 6/3 LOAMY FINE SAND. VERY DARK GRAY 1 OYR 3/1 LOAM. WATER TABLE NOT ENCOUNTERED. SS-8 SITE: VERY SLIGHTLY CONCAVE AND LIGHTLY WOODED AREA; POSSIBLE OLD ABANDONED DRAINAGE COURSE MEANDER; UN-VEGETATED WITH LEAF LITTER COVER. 0-9" DARK GRAY BROWN 1 OYR 4/2 LOAM. 9-16" BLACK 2.5Y 2.5/1 SILT LOAM WITH DARK GRAY 10YR 4/1 SANDY LOAM INTERLAYERS. 16-28" GRAY BROWN I OYR 5/2 AND GRAY IOYR 511 FINE SANDY LOAM. WATER TABLE AT 15". SS-9 SITE: LEVEL WOODLANDS; TALL AND SHADY TREE CANOPY OF TULIP AND SYCAMORE; OPEN UNDERSTORY; ADJACENT TALL RHODODENRON AT BORDER WITH LAWN; FEW WINGED EUONYMUS SHRUBS IN DIRECTION OF BLIND BROOK; ONION GRASS SCATTERED ON WOODLAND FLOOR; TWIG AND LEAF LITTER COVERS WOODLAND FLOOR. 0-36" MIXED DARK GRAY BROWN 1 OYR 4/2 LOAM AND FINE SANDY LOAM WITH FRAGMENTS OF POTTERY AT 28". WATER TABLE NOT ENCOUNTERED. SS-10 SITE: LEVEL LAWN AREA. 0-12" MIXED DARK GRAY IOYR 4/1 AND VERY DARK GRAY IOYR 3/1 LOAM WITH 10% BROWN 7.5YR 4/4 MOTTLES (REDOX CONCENTRATIONS). 12-27" BLUISH GRAY 5PB 511 SILT LOAM WITH SANDY LOAM INTERLAYERS. WATER TABLE AT 12". SS-11 SITE: SIMILAR TO SS-10. 0-3" DARK BROWN 1 OYR 3/3 LOAM. 3-6" MIXED BROWN 1 OYR 4/3, DARK BROWN 1 OYR 3/3 WITH 5% GRAVEL. 6-28" MIXED YELLOW BROWN IOYR 5/4 AND BROWN 1 OYR 4/3 FINE SANDY LOAM WITH 10%GRAVEL. WATER TABLE NOT ENCOUNTERED. SS-12 SITE: LEVEL WETLAND LAWN;ADJACENT TRIBUTARY DRAINAGE COURSE. 0-8" MIXED DARK GRAY IOYR 4/1 LOAM WITH 10%BROWN 7.5YR 4/4 MOTTLES (REDOX CONCENTRATIONS). (SS-12 cont.) 8-28" BLUISH GRAY 5PB 5/1 SILT LOAM WITH 5%BROWN 7.5YR 4/4 MOTTLES (REDOX CONCENTRATIONS). WATER TABLE AT 12". SS-13 SITE: LEVEL WETLANDS LAWN. SOIL: SIMILAR TO SS-12. WATER TABLE AT 6". SS-14 SITE: VERY GENTLY SLOPED HILLSIDE WETLAND; DIFFUSE SEEPS AND SPRINGS;NO TREE CANOPY EXCEPT FOR ADJACENT SHADE FROM WOODLANDS; FEW SKUNK CABBAGE PLANTS; LEAF LITTER. 0-15" DARK GRAY 1 OYR 4/1 SILT LOAM WITH 10% BROWN 7.5YR 4/4 MOTTLES (REDOX CONCENTRATIONS). 15-28" GRAY IOYR 5/1 LOAM WITH 10%BROWN 7.5YR 4/4 MOTTLES (REDOX CONCENTRATIONS). WATER TABLE AT 6". SS-15 SITE: LEVEL LAWN; ADJACENT SMALL PINE TREES. 0-20" MIXED BROWN 1 OYR 4/3 LOAM. 20-22" BROWN I OYR 4/3 LOAM WITH STREAKS OF BLACK 2.5Y 2.5/1 LOAM. 22-28" DARK BROWN 1 OYR 3/3 AND BROWN IOYR 4/3 LOAM. WATER TABLE NOT ENCOUNTERED. 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 FILE COPY August 7, 2020 Mr. Mike Kirby R [E C LE � V IE Signature Building Systems of PA, LLC 1004 Springbrook Ave. Moosic, PA 18507 FEB 2 6 202] NYS RESIDENTIAL MODULAR SYSTEM CODE UPDATE VILLAGE OF RYE BROOK NEW SYSTEM APPROVAL NUMBER: M1370-2020-044 BUILDING DEPARTMENT PREVIOUS APPROVAL NUMBER: M1370-2016-113 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<_139 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 "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 1 st 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 _at¢Q;`°$a�E6 a pa E;�f a ie S ia a'c g etS 3 ys■i�°z 8 �iigg g pQC i =a S tL t a z o M w w o'42'Hill w w 8w o o ° Oozm c aO w$ < Wz lipj if $$ m 4�s � ���a'€ag a�qg ei��9§ ■�� � _ ;■i i; -0 " " -- - " 21, :d 2=gygs '�sag9� f"ii j i!': y �0= .; Q j"■, �bs n: §t3eEs$yb,6;pg z TH Iq a il g -upi $ `; ■ i a � o 'mil 1 Elf d a:��,���:3ii$as:s���3�i➢€�sl�;���€:i3�f: � �? � -� ,a ' t I % 6 I I J II III � III J /j^3 AJa I✓ ! II II I - III II II II I III III � I I I I I III II �f II r If I I fill II1211Im II �I ILLM I I I h t= F w� $ of w ON ENGINEERING, P.C. 305 N.OAKLAND AVE. •NAPPANEE,INDIANA 48550PNONE: 574-773-7975 ETOMPOS@NTAINCMOM CLIENT: Signature Building Systems of PA DATE: February 16, 2021 JOB No: SBSPA011121-11 PROJECT: 220158-NY BUILDING CODE: ASCE 7-16 WIND SPEED VULT: 117mph MODULE DIMENSIONS: 40'-0"X 60'-0" WIND EXPOSURE: C ROOF SLOPE/TRUSS TYPE: 6/12 SEISMIC DESIGN CATEGORY: C GROUND SNow LOAD: 30psf CALCULATION INDEX Page Description 1.1-1.7 Design criteria and load combinations 2.1-2.10 Sidewall headers 3.1-3.6 Sidewall columns 4.1-4.5 Matewall headers 5.1-5.4 Matewall columns 6.1-6.6 Additional beams 7.1-7.7 Connections 8.1-8.2 Exterior sheathing 9.1-9.3 Floor design 10.1 Truss connections NOTE: These calculations are applicable only to the structural elements and loading criteria specifically noted herein. These calculations shall not be construed in any way to specify, certify, or design any aspects of the structure not contained herein. Structural elements not contained herein are to be constructed in accordance with the prescriptive requirements of the adopted building code or designed by other registered design professionals, as applicable. Specified design criteria are based solely on information provided by the client and must be verified and approved by the local authority having jurisdiction. NTA Engineering, P.C. is not responsible for fabrication or erection. If it is suspected that the calculations listed in this index have been modified,substituted,or altered in any way,contact NTA Engineering,P.C.directly to obtain a file copy. 16.1000 2018 IBC Criteria 2020-10-14.xis 2/12/2021 8:59 AM Input Page 1 of 1 ASCE 7-16 Design Criteria Summary Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 220158-NY Location(s): RYE,NY Substructure: Plan Dimensions: Vertical Dimensions: Roof Configuration: Ridge Length,B= 60.00 ft Stories Above Grade,n= 2 Framing Type= Cape Truss Gable Width,L= 40.00 ft Max.Blocking Height,hb= 57 in. Roof Slope,a= 6.00/12 pitch Module Width,L.= 15.75 ft Sidewall/Eave Height,he= 248 in. Sidewall Overhang,LOH= 12 in. Min.Mean Roof Height,h= 15 ft Endwall Overhang,Bo„= 12 in. Roof Cavity Insulation,R= 30 Gable or Hip= Gable Uniformly Distributed Design Loads: Ground Floor Roof Other Floors(above ground) Floor Live,L= 40 psf Top Chord Load= 41.9 psf Floor Live,L= 40 psf Floor Dead,D= 10 psf Top Chord Dead Load= 10 psf Floor Dead,D= 10 psf Wall Dead Load,D„,= 5 psf Loft Live Load,L= 20 psf Wall Dead Load,Dw= 5 psf Wall Height,hw= 108 in. Bottom Chord Dead Load= 10 psf Wall Height,hw= 96 in. Misc.Design Parameters: Seismic Loads: Risk Category: 11 Seismic Importance Factor,IE= 1.00 Mapped Coefficients: Ss= 0.35 g Roof/Snow Load: S,= 0.07 g Ground Snow Load,P9= 30.0 psf Response Coefficients: SIDS= 0.35 g Ground Snow Load NY',P9NY= 33.0 psf Sol= 0.11 g Min.Design Load,Lr= 18.0 psf Site Class= D Flat-Roof Snow Load,Pf= 23.1 psf IBC Design Category= C Sloped Roof Snow Load= 23.1 psf IRC Design Category= C Max.Unbalanced Load,P,b= 41.9 psf Basic Seismic-Force-Resisting System: Snow Exposure Factor,C.= 1.0 A15 Light-frame walls with wood shear panels Snow Load Importance Factor,IS= 1.00 Response Modification Factor R= 6.5 Thermal Factor,Ct= 1.1 Design Base Shear Cs= 0.05 W Ground Elevation= 0.0 ft Analysis Procedure: Wind Loads: A15 Light-frame walls with wood shear panels Ultimate Wind Speed,Vult= 117 mph Wind Exposure= C Flood Loads: Internal Pressure Coefficient= +/-0.18 Site Specific Flood loads have not been assessed in this Mean Roof Height= 30.7 ft analysis. For Buildings located in flood hazard areas, as established in Section 1612.3 of the IBC,floods loads must be considered as required by Section 1612 of the IBC. Components and Cladding Loads: Furthermore,when required,the design information End Zone Interior Zone required by IBC section 1603.1.6 must be provided on the Component (psf) (psf) construction documents. Window +20.8/-27.8 +20.8/-22.5 Door +17.6/-21.6 +17.6/-19.4 Roof Cladding +15.5/-66.5 +15.5/-29.5 Overhang -82.7 -52.8 NOTES: 1. Equivalent ground snow load at a thermal factor of 1.0 for use with the NYBC/NYRC ground snow load map. 1.1 16.1000 2018 IBC Criteria 2020-10-14.xls 2/12/2021 8:59 AM Wind Page 1 of 1 ASCE 7-16 Wind Load Calculation • Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 220158-NY Building Geometry: Loading Conditions: Height Above Grade: Ridge Length,B= 60.0 ft Ultimate Wind Speed,Vult= 117 mph Sidewall Eave,z= 25.4 ft Total Width,L= 40.0 ft Exposure Category: C Roof Peak,z= 35.9 ft Blocking Height,hb= 57 in. Topographic Factor,Krt= 1.0 Mean Roof Height,h= 30.7 ft Sidewall/Eve Height,In.= 248 in. Height&Exposure,Kb= 0.98 Roof Slope,a= 6.0/12 pitch Directionality,Kd= 0.85 Component Dimensions: Roof slope,a= 26.6 deg. Ground Elevation,Ks= 1 Stud Height,hs= 108 in Sidewall Overhang,LOH= 12 in. Wind Pressure,qh= 17.6 psf Truss Span,s,= 240 in Endwall Overhang,BOH= 12 in. Internal Pressure,Gcp,= 0.18 -0A 8 Main Windforce-Resisting System Loads(MWFRS): Normal to Surface 1 2 3 4 5 6 t E 2E 3E 4E Trans +GCp; 6.5 -4.9 -11.0 -10.0 -11.1 -11.1 9.6 -6.5 -13.5 -12.6 -GCpi 12.8 1.4 -4.7 -3.7 -4.7 -4.7 16.0 -0.2 -7.1 -6.2 Max 12.8 -4.9 -11.0 -10.0 -11.1 -11.1 16.0 -6.5 -13.5 -12.6 Long +GCp, 3.9 -15.3 -9.7 -8.3 -11.1 -11A 7.6 -22.0 -12.5 -10.7 -GCpi 10.2 -9.0 -3.3 -1.9 -4.7 -4.7 13.9 -15.7 -6.2 -4.4 Max 10.2 -15.3 -9.7 -8.3 -11.1 -11.1 13.9 -22.0 -12.5 -10.7 Summed and Projected HORIZONTAL LOADS VERTICAL LOADS MAXIMUM HORIZONTAL WALL LOADS End Zone Interior Zone End Zone Interior Zone Windward Overhang Zone Wall Roof Wall Roof WW Roof LW Roof WW Roof LW Roof End Interior 1 E 4E 1 4 Trans 22.2 6.9 16.5 6.1 -6.5 -13.5 -4.9 -11.0 -17.4 -15.8 16.0 -12.6 12.8 -10.0 Long 18.3 6.9 12.1 6.1 -22.0 -12.5 -15.3 -9.7 -32.9 -26.2 16.0 -12.6 10.2 -8.3 Components and Cladding Loads(C&C): C&C End Zone Distance,a= 4.0 ft Area Pressure(psf) Area Pressure(psf) Roof Components: (ft`) Pos Neg Wall Components: (fe) Pos Neg Zone 1: Maximum 2 15.5 -29.5 Zone 4: Maximum 10 20.8 -22.5 Minimum 100 10.0 -22.5 Minimum 100 17.6 -19.4 Truss/Rafter 133.3 10.0 -22.5 Door 100.0 17.6 -19.4 Overhang 1.0 n/a -52.8 Stud 27.0 19.4 -21.2 Zone 2: Maximum 2 15.5 47.1 Zone 5: Maximum 10 20.8 -27.8 Minimum 100 10.0 -27.8 Minimum 100.0 17.6 -21.6 Truss/Rafter 133.3 10.0 -27.8 Door 100.0 17.6 -21.6 Overhang 1.0 n/a -52.8 Stud 27.0 1 19.4 -25.1 Zone 3: Maximum 2 15.5 -66.5 Minimum 100 10.0 -34.8 Truss/Rafter 133.3 10.0 -34.8 Overhang 1.0 n/a -82.7 1.2 16.1000 2018 IBC Criteria 2020-10-14.xls 2/12/2021 8:59 AM Snow Page 1 of 1 ASCE 7-16 Snow Load Assessment Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 220158-NY Design Parameters: Sloped Roof Snow Loads: Eave to ridge Distance,W= 21 ft Ground Snow Load,p9= 30 psf a Cs P. Exposure Factor,Ce= 1.0 (deg) C,=1.0 C,=1.1 Ct=1.2 (psf) Thermal Factor,C,= 1.1 26.6 1.00 1.00 1.00 23.1 Importance Factor,Is= 1.0 Framing Type: Trusses/Other Snow Density(r): Ice Dams Along Eves`: y=0.13 p, +14 = 17.9 pcf px =2p, - 23.1 psf but not more than 30 pcf Flat-Roof Snow Load(pr): Minimum Roof Live Load(Lr): Pf =0.7C,C,IPx = 23.1 psf R,- 1.0 R,= 0.9 Rain on Snow Surcharge: F= 6.0 amax= 0.42 deg L, =20 R,RZ = 18.0 psf pg-20 psf prss= 0.0 psf 12 5 L, <20 pf= 23.1 psf Minimum Values for Low-Slope Roofs: Applicable to roof slopes less than Monoslope roofs= 15.0 deg or am,.=701W+0.5= 3.8 deg 2.38 deg amin= 15.0 deg p, -20 psf p, =/,/R = 30.0 psf p9 >20 psf p,=201, = 20.0 psf pfmin= 20.0 psf pf 23.1 psf Unbalanced Snow Loads: Applicable to roof slopes between: a max = 70.00 deg a_=701W+0.5= 3.83 deg am;,, = 2.38 deg governing a mm = 2.38 deg Unbalanced loads: p Lw S= 2.00/1 p ww Ridge Length Eave w=l� = 21.0 ft (psf) (Psq (ft) (psf) hd = 1.48 ft 6.9 41.9 5.6 23.1 Notes: 1. Higher loads may apply were sliding snow or drifting occurs due to aerodynamic shade from higher protions of the building. 2.Applies only to unventilated roofs with less than R-30,and ventilated roofs with less than R-20.No other loads,except dead loads shall be present on the roof when this uniformly distributed load is applied. 1.3 16.1000 2018 IBC Criteria 2020-10-14.xls 2/12/2021 8:58 AM Seismic Page 1 of 2 ASCE 7-16 Seismic Load Calculation Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 220158-NY Location: RYE,NY Design Classification: Response Acceleration: Risk Category:II Short Period(Ss)= 34.864%g Importance Category,li�: 1.00 1-Second Period(Si)= 6.974%g Site Class: D ASCE 7 Design Category:C IRC Design Category:C Seismic Resisting System:A15 Light-frame walls with wood shear panels Response Factor,R:6.5 System Overstrength Factor,n.: 3.0 Deflection Amplification Fctor,Ca:4.0 Spectral Response Acceleration: Mapped Site Coef... n Maximum Design PP I I 9 SS SI F. Fv SMs SMI SOS SDI 0.35 0.07 1.52 2.40 0.53 0.17 0.35 0.11 Fundamental Period:(ASCE 7) Period Coefficient,CT= 0.020 Height to Highest Level,h = 20.7 ft 7a=Crh',r"= 0.194 sec Seismic Response Coefficient:(Lateral Force Procedure,ASCE 7) C,m;n=0.044 S-4= 0.016 Min.For SDC E of F: _ 'SD' =0.054 RllE C.,m = 0.5S, =0.005 C.,m,„= SD' -0.09 R11, Design C, = 0.054 (RIIEr'- Seismic Response Coefficient:(Simplified Analysis) F= C =1.2SI,, =0.065 Design Cs = 0.065 R Seismic Base Shear: Base Shear Coefficient,C,= 0.054 W Minimum Interconnection Force: 0.133 x SDS= 0.047 W Min.= 0.050 W CSCXN' 0.050 W 1.4 16.2002 Vertical Load Cases Transverse Roof Truss by Others 2017-04-12.xls 2/12/2021 8:58 AM Roof Only Page 1 of 1 Allowable Stress Design(ASD)Load Combinations Supporting Roof and Ceiling Only--End Zone Wind Loads Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 220158-NY Location: RYE,NY Unit Geometry: Unit Wdith(B)= 189 in. Cape Loft,Roof 8 Ceiling Only Sidewall Overhang(BoH)= 12.0 in. 189-in.Unit Width Endwall Overhang(BORE)= 12.0 in. 117 mph(Exp C/End Zone) Roof Pitch= 6/12 30 psf Ground Snow,6/12 Pitch Max.Truss Spacing,s= 16 in.oc Roof Loads: Wind Loads(Vertical-End Zone): Truss Rections: Snow Load(S)= 23.1 psf Positive Pressure(Wp)= 0.0 psf Ground Snow Load(Pg)= 30 psf Unbalanced Snow(S)= 41.9 psf Negative Pressure(Wn)_ -22.0 psf Max.Sidewall Reaction= 1208 Ibf Roof Live Load(Lr)= 18.0 psf WW Overhang(WHO)_ -32.9 psf Max.Sidewall Net Uplift= 256 Ibf TC Dead Load(TCDL)= 10.0 psf Total Mateline Reaction= 627 Ibf Loft Live Load(L)= 20.0 psf Total Mateline Net Uplift= 186 Ibf BC Dead Load(BCDL)= 10.0 psf Truss Spacing= 16 in.oc Vertical Load Cases: Combined Lateral 8 Vertical: Load Combination Sidewall Matewall Endwall' NDS LDF Maximum Bending Case: 1 D 246 79 23 plf 0.90 Load Combination Sidewall Matewall Endwall 2 S 387 0 39 plf 1.15 D 246 79 23 plf 3 S� 660 0 70 plf 1.15 D+Wp 246 n/a 23 plf 4 Lr 302 0 30 plf 1.25 Maximum Down 246 79 23 plf 5 L 0 156 13.3333 plf 1.00 Lateral Pressure 16.0 5.0 16.0 psf 6 Wp 0 0 0 plf 1.60 NDS LDF= 1.6 7 Wn -303 -70 -48 pit 1.60 8 0.75(L+Lr) 226 117 33 plf 1.25 Maximum Axial Load Case: 9 0.75(L+S) 290 117 39 plf 1.15 Load Combination Sidewall Matewall Endwall 10 0.75(L+Su) 495 117 62 pit 1.15 D+0.75(L+Lr) 472 196 56 plf 11 0.75(L+S+Wp) 290 117 39 plf 1.60 D+0.75(L+S) 536 196 62 plf 12 D+L 246 235 37 plf 1.00 D+0.75(L+Su) 741 196 86 plf 13 D+Lr 548 79 53 plf 1.25 D+0.75(L+S+Wp) 536 196 62 plf 14 D+S 633 79 62 plf 1.15 Maximum Down 741 196 86 plf 15 D+Su 906 79 93 pit 1.15 Lateral Pressure 12.0 3.75 12.0 psf 16 D+0.75(L+Lr) 472 196 56 plf 1.25 NDS LDF= 1.6 17 D+0.75(L+S) 536 196 62 plf 1.15 18 D+0.75(L+Su) 741 196 86 plf 1.15 19 D+0.75(L+S+Wp) 536 196 62 pit 1.60 20 0.6D+Wn -192 -70 -34 pit 1.60 Governing Uniform Loads at Walls:(Vertical only) Sidewall. Matewall:(load each side of mateline) Endwall: Uplift Load= -192 plf(0.6D+Wn) Uplift Load= -70 plf(0.6D+Wn) Uplift Load= -34 plf(0.6D+Wn) Dead Load= 246 plf(D) Dead Load= 79 plf(D) Dead Load= 23 pit(D) Live Load= 660 plf(Su) Live Load= 156 plf(L) Live Load= 70 plf(Su) Total Load= 906 plf(D+Su) Total Load= 235 pit(D+L) Total Load= 93 plf(D+Su) NDS Design Load'= 906 plf(D+Su) NDS Design Load'= 235 plf(D+L) NDS Design Load'= 93 plf(D+Su) NDS LDF= 1.15 NDS LDF= 1.00 NDS LDF= 1.15 Notes: 1. Load combination which produces the worst effect considering NDS load duration factors. 2. Mateline members designed for unbalanced loads at this level. 1.5 16.2102 Vertical Load Cases ASD 2 Story 2008-06-26.xls 2/12/2021 8:58 AM 2nd of 2 Page 1 of 1 Allowable Stress Design(ASD)Load Combinations Supporting f Floor,Roof and Ceiling Only-End Zone Wind Loads Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 220158-NY Location: RYE,NY Unit Geometry: Unit Wdith(B)= 189 in. One Floor,Loft,Roof&Ceiling Only Max.Joist Spacing,s= 16 in.oc 189-in.Unit Width Ground Floor Loads: Above Ground Floor Loads: 117 mph(Exp C/End Zone) Floor Live Load(L)= 40 psf Floor Live Load(L)= 40 psf 30 psf Ground Snow,6/12 Pitch Floor Dead Load(D)= 10 psf Floor Dead Load(D)= 10 psf Wall Dead Load(Dw)= 45 plf Wall Dead Load(Dw)= 40 plf Vertical Load Cases: Combined Lateral&Vertical: Load Combination Sidewall Matewall Endwall' NDS LDF Maximum Bending Case: 1 D 365 198 70 pit 0.90 Load Combination Sidewall Matewall Endwall 2 S 387 0 39 pit 1.15 1 D 365 198 70 plf 3 S� 660 0 70 plf 1.15 2 D+Wp 365 n/a -6 plf 4 Lr 302 0 30 plf 1.25 Maximum Down 365 198 70 pit 5 L 315 471 40 pit 1.00 Lateral Pressure 16.0 5.0 16.0 psf 6 Wp 0 0 0 plf 1.60 NDS LDF= 1.6 7 Wn -303 -70 -48 pit 1.60 8 0.75(L+Lr) 462 354 53 plf 1.25 Maximum Axial Load Case: 9 0.75(L+S) 526 354 59 plf 1.15 Load Combination Sidewall Matewall Endwall 10 0.75(L+Su) 731 354 82 pit 1.15 1 D+0.75(L+Lr) 827 551 123 plf 11 0.75(L+S+Wp) 526 354 59 plf 1.60 2 D+0.75(L+S) 891 551 129 pit 12 D+L 680 669 110 plf 1.00 3 D+0.75(L+Su) 1096 551 152 pit 13 D+Lr 667 198 100 pit 1.25 4 D+0.75(L+S+Wp) 891 551 129 plf 14 D+S 752 198 109 plf 1.15 Maximum Down 1096 551 152 plf 15 D+Su 1025 198 140 plf 1.15 Lateral Pressure 12.0 3.75 12.0 psf 16 D+0.75(L+Lr) 827 551 123 pit 1.25 NDS LDF= 1.6 17 D+0.75(L+S) 891 551 129 plf 1.15 Above Ground Floor Load Only(at mateline): 18 D+0.75(L+Su) 1096 551 152 pit 1.15 Dead Load= 79 plf(D) 19 D+0.75(L+S+Wp) 891 551 129 plf 1.60 Live Load= 315 pit(L) 20 0.6D+Wn -84 0 -6 plf 1.60 Total Load= 394 plf(D+L) Governing Uniform Loads at Walls:(Vertical only) Sidewall. Matewall:(load each side of mateline) Endwall. Uplift Load= -84 plf(0.6D+Wn) Uplift Load= 0 pff(0.6D+Wn) Uplift Load= -6 plf(0.6D+Wn) Dead Load= 365 plf(D) Dead Load= 198 pff(D) Dead Load= 70 plf(D) Live Load= 731 plf(0.75(L+Su)) Live Load= 471 pff(L) Live Load= 82 pff(0.75(L+Su)) Total Load= 1096 pff(D+0.75(L+Su)) Total Load= 669 pff(D+L) Total Load= 152 pff(D+0.75(L+Su)) NDS Design Load'= 1096 pit(D+0.75(L+Su)) NDS Design Load'= 669 pff(D+L) NDS Design Load'= 152 pff(D+0.75(L+Su)) NDS LDF= 1.15 NDS LDF= 1.00 NDS LDF= 1.15 Notes: 1. Load combination which produces the worst effect considering NDS load duration factors. 2. Mateline members designed for unbalanced loads at this level. 1.6 16.2102 Vertical Load Cases ASD 2 Story 2008-06-26.xls 2/12/2021 8 58 AM 1st of 2 Page 1 of 1 Allowable Stress Design(ASD)Load Combinations Supporting 2 Floors,Roof and Ceiling Only-End Zone Wind Loads Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 220158-NY Location: RYE,NY Unit Geometry: Unit Wdith(B)= 189 in. Two Floors,Roof,Loft,&Ceiling Only Max.Joist Spacing,s= 16 in.oc 189-in.Unit Width Ground Floor Loads: Above Ground Floor Loads: 117 mph(Exp C/End Zone) Floor Live Load(L)= 40 psf Floor Live Load(L)= 40 psf 30 psf Ground Snow,6112 Pitch Floor Dead Load(D)= 10 psf Floor Dead Load(D)= 10 psf Wall Dead Load(Dw)= 45 pff Wall Dead Load(Dw)= 40 plf Vertical Load Cases: Combined Lateral&Vertical: Load Combination Sidewall Matewall Endwall ' NOS LDF Maximum Bending Case: 1 D 489 321 122 pit 0.90 Load Combination Sidewall Matewall Endwall 2 S 387 0 39 plf 1.15 1 D 489 321 122 pff 3 S� 660 0 70 plf 1.15 2 D+Wp 489 n/a 122 plf 4 Lr 302 0 30 pit 1.25 Maximum Down 489 321 122 plf 5 L 630 786 67 pit 1.00 Lateral Pressure 16.0 5.0 16.0 psf 6 Wp 0 0 0 plf 1.60 NOS LDF= 1.6 7 Wn -303 -70 48 plf 1.60 8 0.75(L+Lr) 699 590 73 plf 1.25 Maximum Axial Load Case: 9 0.75(L+S) 763 590 79 pif 1.15 Load Combination Sidewall Matewall Endwall 10 0.75(L+Su) 967 590 102 pit 1.15 1 D+0.75(L+Lr) 1187 911 194 plf 11 0.75(L+S+Wp) 763 590 79 plf 1.60 2 D+0.75(L+S) 1251 911 201 plf 12 D+L 1119 1108 188 plf 1.00 3 D+0.75(L+Su) 1456 911 224 plf 13 D+Lr 790 321 152 plf 1.25 4 D+0.75(L+S+Wp) 1251 911 201 plf 14 D+S 876 321 160 plf 1.15 Maximum Down 1456 911 224 plf 15 D+Su 1149 321 191 plf 1.15 Lateral Pressure 12.0 3.75 12.0 psf 16 D+0.75(L+Lr) 1187 911 194 plf 1.25 NDS LDF= 1.6 17 D+0.75(L+S) 1251 911 201 pit 1.15 Ground Floor Load Only:(at mateline) 18 D+0.75(L+Su) 1456 911 224 plf 1.15 Dead Load= 79 plf(D) 19 D+0.75(L+S+Wp) 1251 911 201 pit 1.60 Live Load= 315 plf(L) 20 0.6D+Wn -10 0 0 plf 1.60 Total Load= 394 plf(D+L) Governing Uniform Loads at Walls:(Vertical only) Sidewall: Matewall:(load each side of mateline) Endwall.- Uplift Load= -10 pff(0.6D+Wn) Uplift Load= 0 plf(0.6D+Wn) Uplift Load= 0 pff(0.6D+Wn) Dead Load= 489 plf(D) Dead Load= 321 plf(D) Dead Load= 122 plf(D) Live Load= 967 pff(0.75(L+Su)) Live Load= 786 pff(L) Live Load= 102 plf(0.75(L+Su)) Total Load= 1456 pff(D+0.75(L+Su)) Total Load= 1108 pff(D+L) Total Load= 224 pff(D+0.75(L+Su)) NOS Design Load'= 1456 pff(D+0.75(L+Su)) NOS Design Load'= 1108 plf(D+L) NOS Design Load'= 224 pff(D+0.75(L+Su)) NOS LDF= 1.15 NOS LDF= 1.00 NOS LDF= 1.15 Notes: 1. Load combination which produces the worst effect considering NOS load duration factors. 2. Mateline members designed for unbalanced loads at this level. 1.7 23.0202.2 Design Wood Headers Sidewall Dropped Sheathed 2018-08-23.xis 2/12/2021 8:56 AM LVL Page 1 of 3 Sidewall Header Spans Dropped Header Braced by Structural Sheathing Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in. Unit Width, 12-in.Sidewall Overhang Sidewall,30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch -L- H Cape Loft,Roof&Ceiling Only 189-in.UnitWidth,12-in.Overhang Too Phft _RNI P GanrMaieos MlwMln l�Is ����4W HMtir ' Mhd"-N, mOalMntraw lllatdMaMt b TapefWA RaekrNd*9*ooad9=Wooiid iaraln pliMlt Minimum Sill Height: 18-in. Header Maximum Jack Studs Configuration Span Each End (3)2x6#2 SPF On Edge 60-in.(5-ft 0-in.) 1 (3)2x8#2 SPF On Edge 76-in.(6-ft 4-in.) 2 (3)2x10#2 SPF On Edge 93-in.(7-ft 9-in.) 2 (3)2x12#2 SPF On Edge 107-in. (8-ft 11-in.) 2 (3)1.5x5.5 LVL On Edge 78-in.(6-ft 6-in.) 1 (3)1.5x7.25 LVL On Edge 103-in. (8-ft 7-in.) 1 (3)1.5x9.25 LVL On Edge 126-in.(10-ft 6-in.)* 1 (3)1.5x11.25 LVL On Edge 135-in.(11-ft 3-in.)' 2 (2)2x10#2 SPF On Edge 70-in.(5-ft 10-in.) 2 (2)1.5x9.25 LVL On Edge 110-in.(9-ft 2-in.)' 2 Span goverened by combined loads. Notes: 1. Support and connection to support must be capable of resisting gravity,uplift,and lateral forces. Refer to connection designs elsewhere. 2. Jack studs requirements consider header only. Additional jack studs may be required by studwall design. 3. Multiple members must be equally loaded or interconnected to transfer load sufficiently between individual members. 4. Design assumes that all members bear on supporting column. 5. Repetitive stress increase applied to all headers of three or more plys. 2.1 23.0202.2 Design Wood Headers Sidewall Dropped Sheathed 2018-08-23.xis 2/12/2021 8:56 AM LVL Page 2 of 3 Sidewall Header Spans Dropped Header Braced by Structural Sheathing Analysis Details Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in. Unit Width, 12-in.Sidewall Overhang Sidewall,30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch Loading Conditions: Cape Loft,Roof&Ceiling Only Uniform Uplift(wUL)= -192 plf (0.6D+Wn) 189-in.Unit Width,12-in.Overhang Uniform Dead Load(wDL)= 246 plf (D) 117 mph(Exp C/End Zone) Uniform Live Load(wLL)= 660 plf (Su) 30 psf Ground Snow,6/12 Pitch NOS Design Load(wNos)= 906 plf (D+Su) Stress Adjustment Factors: Deflection Limits: LVL Design Criteria: Load Duration Factor(CD)= 1.15 L Deflection Limit:L/ 360 LVL Trade Name: Microllam Repetitive Member Factor(Cr)= 1.15 L+0.5D Deflection Limit:L/ 240 LVL MOE(E)= 2000000 psi Repetitive Member Fac.LVL(C,)= 1.04 Volume effect exponent(e)= 0.136 Header Configurations(Downward Loading): Tabulated Allowable QTY3 b d Grade Species Orient. Cb, CFb Fb F F, E Fti F' 1 3 1.5 5.5 #2 SPF Edge 1.00 1.3 875 135 425 1400000 1504 155 2 3 1.5 7.25 #2 SPF Edge 1.00 1.2 875 135 425 1400000 1389 155 3 3 1.5 9.25 #2 SPF Edge 1.00 1.1 875 135 425 1400000 1273 155 4 3 1.5 11.25 #2 SPF Edge 1.00 1.0 875 135 425 1400000 1157 155 5 3 1.5 5.5 LVL Edge 1.00 1.1 2750 285 750 2000000 3657 328 6 3 1.5 7.25 LVL Edge 1.00 1.1 2750 285 750 2000000 3522 328 7 3 1.5 9.25 LVL Edge 1.00 1.0 2750 285 750 2000000 3408 328 8 3 1.5 11.25 LVL Edge 1.00 1.0 2750 285 750 2000000 3318 328 9 2 1.5 9.25 #2 SPF Edge 1.00 1.1 875 135 425 1400000 1107 155 10 2 1.5 9.25 LVL Edge 1.00 1.0 2750 285 750 2000000 3276 328 Design Limit States A S. Ix, Bending Shear AL AL-0.5D RTL1 2 RUL' Max.Span (3)2x6#2 SPF On Edge 24.75 22.69 62.39 60.1 78.9 69.7 75.4 2270 -481 60-in.(5-ft 0-in.) (3)2x8#2 SPF On Edge 32.63 39.42 142.90 76.2 103.9 91.9 99.4 2875 -609 76-in.(6-ft 4-in.) (3)2x10#2 SPF On Edge 41.63 64.17 296.79 93.0 132.6 117.3 126.8 3512 -744 93-in.(7-ft 9-in.) (3)2x12#2 SPF On Edge 50.63 94.92 533.94 107.9 161.3 142.6 154.2 4073 -863 107-in.(8-ft 11-in.) (3)1.5x5.5 LVL On Edge 24.75 22.69 62.39 93.8 154.3 78.5 84.9 2964 -628 78-in.(6-ft 6-in.) (3)1.5x7.25 LVL On Edge 32.63 39.42 142.90 121.3 203.3 103.5 111.9 3907 -828 103-in.(8-ft 7-in.) (3)1.5x9.25 LVL On Edge 41.63 64.17 296.79 152.2 259.4 132.1 142.8 4779 -1057 126-in.(10-ft 6-in.)* (3)1.5x11.25 LVL On Edge 50.63 94.92 533.94 182.7 315.5 160.6 173.7 5101 -1285 135-in.(11-ft 3-in.)* (2)2x10#2 SPF On Edge 27.75 42.78 197.86 70.8 94.6 102.4 110.8 2674 -567 70-in.(5-ft 10-in.) (2)1.5x9.25 LVL On Edge 27.75 42.78 197.86 121.9 179.1 115.4 124.7 4175 -923 110-in.(9-ft 2-in.)* Jamb Stud Minimum Bearing Length: Configuration Bearing` Configuration Bearing` (3)2x6#2 SPF On Edge 1.19 (3)1.5x7.25 LVL On Edge 1.16 (3)2x8#2 SPF On Edge 1.50 (3)1.5x9.25 LVL On Edge 1.42 (3)2x10#2 SPF On Edge 1.84 (3)1.5x11.25 LVL On Edge 1.51 (3)2x12#2 SPF On Edge 2.13 (2)2x10#2 SPF On Edge 2.10 (3)1.5x5.5 LVL On Edge 0.88 (2)1.5x9.25 LVL On Edge 1.86 2.2 23.0202.2 Design Wood Headers Sidewall Dropped Sheathed 2018-08-23.xls 2/12/2021 8:56 AM LVL Page 3 of 3 Sidewall Header Spans Dropped Header Braced by Structural Sheathing Analysis Details Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in. Unit Width, 12-in. Sidewall Overhang Sidewall, 30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch Lateral Load Conditions: Maximum Wall Height= 108 in. Lateral Load Only Minimum Sill Height= 18.0 in. Lateral Load(W,,,)= 84.4 plf(C&C) Combined Vertical&Lateral(Max Lateral): Vertical Load(WB)= 246 plf(D+Wp) Load Duration Factor(CD)= 1.6 Lateral Load(W,,,)= 59.9 plf(W) Lateral Deflection Limit:L/ 120 Combined Vertical&Lateral(Max Vertical): Vertical Load(Wc)= 741 plf(D+0.75(L+Su)) Lateral Load(W,,,)= 44.9 plf(0.75W) Header Configurations(Loaded Lateraly): Tabulated Downward Lateral QTY' b d Grade Species Orient. Ch, CFb Fb Fv Fe Fv' Fti F' 1 3 1.5 5.5 #2 SPF Flat 1.15 1.3 875 135 2093 216 2407 216 2 3 1.5 7.25 #2 SPF Flat 1.15 1.2 875 135 1932 216 2222 216 3 3 1.5 9.25 #2 SPF Flat 1.20 1.1 875 135 1771 216 2125 216 4 3 1.5 11.25 #2 SPF Flat 1.20 1.0 875 135 1610 216 1932 216 5 3 1.5 5.5 LVL Flat 1.00 1.1 3255 190 5088 456 6023 304 6 3 1.5 7.25 LVL Flat 1.00 1.1 3255 190 4901 456 5801 304 7 3 1.5 9.25 LVL Flat 1.00 1.0 3255 190 4741 456 5611 304 8 3 1.5 11.25 LVL Flat 1.00 1.0 3255 190 4616 456 5464 304 9 2 1.5 9.25 #2 SPF Flat 1.20 1.1 875 135 1540 216 1848 216 10 2 1.5 9.25 LVL Flat 1.00 1.0 3255 190 4559 456 5396 304 Laterally Lateral Only Max Lateral Max Vertical Design Limit States Loaded A S I Bending Shear A0.7w Bending Shear Bending Shear RL,T' (3)2x6#2 SPF Laid Flat Yes 24.75 6.19 4.64 130.1 1016.3 94.5 102.1 1527.1 71.8 111.8 212 (3)2x8#2 SPF Laid Flat Yes 32.63 8.16 6.12 143.6 1338.7 103.6 121.2 1527.1 88.7 146.5 268 (3)2x10#2 SPF Laid Flat Yes 41.63 10.41 7.80 158.6 1707.2 112.4 140.3 1527.1 106.0 186.0 327 (3)2xl2#2 SPF Laid Flat Yes 50.63 12.66 9.49 166.8 2075.6 120.0 153.7 1527.1 119.8 225.6 379 (3)2x6 LVL Laid Flat Yes 24.75 6.19 4.64 205.9 1429.1 106.5 160.2 4531.5 112.2 156.2 276 (3)2x8 LVL Laid Flat Yes 32.63 8.16 6.12 232.0 1882.9 116.7 194.4 4531.5 141.6 204.9 364 (3)2x10 LVL Laid Flat Yes 41.63 10.41 7.80 257.7 2401.4 126.6 228.7 4531.5 173.0 260.6 445 (3)2xl2 LVL Laid Flat Yes 50.63 12.66 9.49 280.4 2920.0 135.1 259.3 4531.5 202.5 316.3 475 (2)2xl0#2 SPF Laid Flat Yes 27.75 6.94 5.20 120.7 1139.1 98.2 106.9 1527.1 80.7 125.0 249 (2)2xl0 LVL Laid Flat Yes 27.75 6.94 5.20 206.3 1602.0 110.6 183.1 4531.5 138.5 174.7 389 2.3 23.0202.2 Design Wood Headers Sidewall Dropped Sheathed 2018-08-23.xis 2/12/2021 8:37 AM Stacked Page 1 of 3 Stacked Sidewall Header Spans Dropped Header Braced by Structural Sheathing Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in. Unit Width, 12-in.Sidewall Overhang Sidewall,30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch One Floor,Loft,Roof&Ceiling Only 189-in.Unit Width,12-in.Overhang �� IiOof arGYtrt�14'aniro It+ec 1Mrra1ly�4 To Pkb 441- omemewa OMbMan p" tlaadr�aUra�rlua�lg_ .Mwtb>•Mt 7PWebulg nMa11�.MwgOft) 4W how 0onMl wm FWm§okm of 9a ID Ja*Skmds TcpctWM faMMrd aRa•aoaloMat'WoctlMlf r I s11 PIMA 4.4 Limits of Use: Maximum Minimum Header Laterally Maximum Jack Studs Configuration Loaded Span Each End (2)2x10#2 SPF On Edge no 93-in.(7-ft 9-in.) 1 (2)2x12#2 SPF On Edge no 2 (3)2x10#2 SPF On Edge no 122-in. (10-ft 2-in.) 1 (3)2x12#2 SPF On Edge no 2 (2) 1.5x9.25 LVL On Edge no 157-in. (13-ft 1-in.) 1 (2) 1.5x11.25 LVL On Edge no 2 (3) 1.5x9.25 LVL On Edge no 179-in. (14-ft 11-in.) 1 (3)1.5x11.25 LVL On Edge no 2 'Span goverened by combined loads. Notes: 1. Support and connection to support must be capable of resisting gravity,uplift,and lateral forces. Refer to connection designs elsewhere. 2. Jack studs requirements consider header only. Additional jack studs may be required by studwall design. 3. Multiple members must be equally loaded or interconnected to transfer load sufficiently between individual members. 4. Design assumes that all members bear on supporting column. 5. Repetitive stress increase applied to all headers of three or more plys. 6. Laterally Loaded'headers are not braced against lateral loads and are designed for combined loads. See diagram for locations. 2.4 23.0202.2 Design Wood Headers Sidewall Dropped Sheathed 2018-08-23.xls 2/12/2021 8:37 AM Stacked Page 2 of 3 Stacked Sidewall Header Spans Dropped Header Braced by Structural Sheathing Analysis Details Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in. Unit Width, 12-in.Sidewall Overhang Sidewall,30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch n' Gravity Load Conditions: One Floor,Loft,Roof&Ceiling Only Uniform Uplift(WUL)= -84 plf (0.6D+Wn) 189-in.Unit Width,12-in.Overhang Uniform Dead Load(wDL)= 365 plf (D) 117 mph(Exp C/End Zone) Uniform Live Load(wLL)= 731 plf (0.75(L+Su)) 30 psf Ground Snow,6/12 Pitch NDS Design Load(wND6)= 1096 plf (D+0.75(L+Su)) Stress Adjustment Factors: Deflection Limits: LVL Design Criteria: Load Duration Factor(CD)= 1.15 L Deflection Limit:L/ 360 LVL Trade Name: Microllam Repetitive Member Factor(Cr)= 1.15 L+0.51)Deflection Limit:L/ 240 LVL MOE(E)= 2000000 psi Repetitive Member Fac.LVL(Cr)= 1.04 Volume effect exponent(e)= 0.136 Header Configurations: Tabulated Allowable QTY' b d Grade Species Orient. C' CFb Fb Fv F, E Fe F' 1 2 1.5 9.25 #2 SPF Edge 1.00 1.1 875 135 425 1400000 1107 155 2 1.5 11.25 #2 SPF Edge 1.00 1.0 875 135 425 1400000 1006 155 2 3 1.5 9.25 #2 SPF Edge 1.00 1.1 875 135 425 1400000 1273 155 3 1.5 11.25 #2 SPF Edge 1.00 1.0 875 135 425 1400000 1157 155 3 2 1.5 9.25 LVL Edge 1.00 1.0 2750 285 750 2000000 3276 328 2 1.5 11.25 LVL Edge 1.00 1.0 2750 285 750 2000000 3190 328 4 3 1.5 9.25 LVL Edge 1.00 1.0 2750 285 750 2000000 3408 328 3 1.5 11.25 LVL Edge 1.00 1.0 2750 285 750 2000000 3318 328 5 Design Limit States A S„ Ixx El,x %Load Bending Shear 4L AL-0.5D Max.Span (2)2x10#2 SPF On Edge 27.75 42.78 197.86 2.8E+08 36% 107.7 194.5 139.5 148.3 93-in.(7-ft 9-in.) (2)202#2 SPF On Edge 33.75 63.28 355.96 5.0E+08 64% 93.2 141.5 139.5 148.3 (3)200#2 SPF On Edge 41.63 64.17 296.79 4.2E+08 36% 141.5 282.5 159.7 169.7 122-in.(10-ft 2-in.) (3)2x12#2 SPF On Edge 50.63 94.92 533.94 7.5E+08 64% 122.3 201.0 1%7 169.7 (2)1.5x9.25 LVL On Edge 27.75 42.78 197.86 4.0E+08 36% 185.4 390.1 157.1 167.0 157-in.(13-ft 1-in.) (2)1.5x11.25 LVL On Edge 33.75 63.28 355.96 7.1 E+08 64% 165.9 273.7 157.1 167.0 (3)1.5x9.25 LVL On Edge 41.63 64.17 296.79 5.9E+08 36% 231.5 575.9 179.9 191.1 179-in.(14-ft 11-in.) (3)1.5x11.25 LVL On Edge 50.63 94.92 533.94 1.1E+09 64% 207.2 399.3 179.9 191.1 2.5 23.0202.2 Design Wood Headers Sidewall Dropped Sheathed 2018-08-23.xis 2/12/2021 8:37 AM Stacked Page 3 of 3 Stacked Sidewall Header Spans Dropped Header Braced by Structural Sheathing Analysis Details Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in. Unit Width, 12-in. Sidewall Overhang Sidewall, 30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch Lateral Load Conditions: Maximum Wall Height= 108 in. Lateral Load Only Minimum Sill Height= 18.0 in. Lateral Load(W,a,)= 84.4 plf(C&C) Combined Vertical&Lateral(Max Lateral): Vertical Load(WB)= 365 plf(D) Load Duration Factor(CD)= 1.6 Lateral Load(W,a,)= 59.9 plf(W) Lateral Deflection Limit:L/ 120 Combined Vertical&Lateral(Max Vertical): Vertical Load(Wc)= 1096 plf(D+0.75(L+Su)) Lateral Load(W,a,)= 44.9 plf(0.75W) Header Configurations(Loaded Lateraly): Tabulated Downward Lateral QTY b d Grade Species Orient. Cn, CFb Fb F, Fe Fv- Fe F� 1 2 1.5 9.25 #2 SPF Flat 1.20 1.1 875 135 1540 216 1848 216 2 1.5 11.25 #2 SPF Flat 1.20 1.0 875 135 1400 216 1680 216 2 3 1.5 9.25 #2 SPF Flat 1.20 1.1 875 135 1540 216 1848 216 3 1.5 11.25 #2 SPF Flat 1.20 1.0 875 135 1400 216 1680 216 3 2 1.5 9.25 LVL Flat 1.00 1.0 3255 190 4559 456 5396 304 2 1.5 11.25 LVL Flat 1.00 1.0 3255 190 4439 456 5254 304 4 3 1.5 9.25 LVL Flat 1.00 1.0 3255 190 4559 456 5396 304 3 1.5 11.25 LVL Flat 1.00 1.0 3255 190 4439 456 5254 304 5 Design Limit States Laterally Lateral Only Max Lateral Max Vertical Loaded A S I El, %Load Bending Shear oo Tw Bending Shear Bending Shear 1 no 27.75 6.94 5.20 0 no 33.75 8.44 6.33 0 2 no 41.63 10.41 7.80 0 no 1 50.63 12.66 9.49 0 3 no 27.75 6.94 5.20 0 no 33.75 8.44 6.33 0 4 no 41.63 10.41 7.80 0 no 50.63 12.66 9.49 0 5 Header End Reactions: End Reactions Minimum Configuration RTC RNDS Rug RLAT Bearing Length (2)2x10#2 SPF On Edge 1520 1520 -117 1.19 (2)2x12#2 SPF On Edge 2734 2734 -210 2.14 (3)2x10#2 SPF On Edge 1996 1996 -177 1.04 (3)2x12#2 SPF On Edge 3591 3591 -275 1.88 (2)1.5x9.25 LVL On Edge 2564 2564 -197 1.14 (2)1.5xl1.25 LVL On Edge 4612 4612 -354 2.05 (3)1.5x9.25 LVL On Edge 2935 2935 -225 0.87 (3)1.5xl1.25 LVL On Edge 5279 5279 -405 1.56 2.6 23.0202.2 Design Wood Headers Sidewall Dropped Sheathed 2018-08-23.xls 2/12/2021 8:56 AM LVL(2) Page 1 of 3 Sidewall Header Spans Dropped Header Braced by Structural Sheathing Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in. Unit Width, 12-in.Sidewall Overhang Sidewall, 30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch One Floor,Loft,Roof&Ceiling Only 189-in.Unit Width "Ouverhan COd� Alt COfNMd0f1��MN�MI r�iMllr ' � OOfi�tlOfM l�htMfdM�lf b Men T+opdMM�Ri�Mw�d ate"ao�l�'oo>1Md phkou Minimum Sill Height: 18-in. Header Maximum Jack Studs Configuration Span Each End (3)2x6#2 SPF On Edge 54-in. (4-ft 6-in.) 1 (3)2x8#2 SPF On Edge 69-in. (5-ft 9-in.) 2 (3)2x10#2 SPF On Edge 84-in. (7-ft 0-in.) 2 (3)2x12#2 SPF On Edge 98-in.(8-ft 2-in.) 2 (3)1.5x5.5 LVL On Edge 75-in.(6-ft 3-in.) 1 (3)1.5x7.25 LVL On Edge 100-in.(8-ft 4-in.) 1 (3)1.5x9.25 LVL On Edge 126-in. (10-ft 6-in.)' 2 (3)1.5x11.25 LVL On Edge 135-in. (11-ft 3-in.)' 2 (2)2x10#2 SPF On Edge 64-in. (5-ft 4-in.) 2 (2)1.5x9.25 LVL On Edge 110-in.(9-ft 2-in.)' 2 'Span goverened by combined loads. Notes: 1. Support and connection to support must be capable of resisting gravity,uplift,and lateral forces. Refer to connection designs elsewhere. 2. Jack studs requirements consider header only. Additional jack studs may be required by studwall design. 3. Multiple members must be equally loaded or interconnected to transfer load sufficiently between individual members. 4. Design assumes that all members bear on supporting column. 5. Repetitive stress increase applied to all headers of three or more plys. 2.7 23.0202.2 Design Wood Headers Sidewall Dropped Sheathed 2018-08-23.xls 2/12/2021 8:56 AM LVL(2) Page 2 of 3 Sidewall Header Spans Dropped Header Braced by Structural Sheathing Analysis Details Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in.Unit Width, 12-in. Sidewall Overhang Sidewall,30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch 0 Loading Conditions: One Floor,Loft,Roof&Ceiling Only Uniform Uplift(wUL)= -84 plf (0.6D+Wn) 189-in.Unit Width,12-in.Overhang Uniform Dead Load(wDL)= 365 plf (D) 117 mph(Exp C/End Zone) Uniform Live Load(wLL)= 731 plf (0.75(L+Su)) 30 psf Ground Snow,6/12 Pitch NDS Design Load(wND9)= 1096 plf (D+0.75(L+Su)) Stress Adjustment Factors: Deflection Limits: LVL Design Criteria: Load Duration Factor(CD)= 1.15 L Deflection Limit:L/360 LVL Trade Name: Microllam Repetitive Member Factor(Cr)= 1.15 L+0.51)Deflection Limit:L/ 240 LVL MOE(E)= 2000000 psi Repetitive Member Fac.LVL(Cr)= 1.04 Volume effect exponent(e)= 0.136 Header Configurations(Downward Loading): Tabulated Allowable QTY' b d Grade Species Orient. Cw CFb Fb F FC1 E Fe F' 1 3 1.5 5.5 #2 SPF Edge 1.00 1.3 875 135 425 1400000 1504 155 2 3 1.5 7.25 #2 SPF Edge 1.00 1.2 875 135 425 1400000 1389 155 3 3 1.5 9.25 #2 SPF Edge 1.00 1.1 875 135 425 1400000 1273 155 4 3 1.5 11.25 #2 SPF Edge 1.00 1.0 875 135 425 1400000 1157 155 5 3 1.5 5.5 LVL Edge 1.00 1.1 2750 285 750 2000000 3657 328 6 3 1.5 7.25 LVL Edge 1.00 1.1 2750 285 750 2000000 3522 328 7 3 1.5 9.25 LVL Edge 1.00 1.0 2750 285 750 2000000 3408 328 8 3 1.5 11.25 LVL Edge 1.00 1.0 2750 285 750 2000000 3318 328 9 2 1.5 9.25 #2 SPF Edge 1.00 1.1 875 135 425 1400000 1107 155 10 2 1.5 9.25 LVL Edge 1.00 1.0 2750 285 750 2000000 3276 328 Design Limit States A Sxx Ixx Bending Shear AL AL-0.5D RTL''2 RUL' Max.Span (3)2x6#2 SPF On Edge 24.75 22.69 62.39 54.7 67.1 67.4 71.6 2497 -191 54-in.(4-ft 6-in.) (3)2x8#2 SPF On Edge 32.63 39.42 142.90 69.2 88.4 88.8 94.4 3162 -243 69-in.(5-ft 9-in.) (3)2x10#2 SPF On Edge 41.63 64.17 296.79 84.6 112.8 113.3 120.4 3863 -296 84-in.(7-ft 0-in.) (3)2x12#2 SPF On Edge 50.63 94.92 533.94 98.1 137.2 137.8 146.5 4479 -344 98-in.(8-ft 2-in.) (3)1.5x5.5 LVL On Edge 24.75 22.69 62.39 85.2 129.4 75.9 80.6 3466 -266 75-in.(6-ft 3-in.) (3)1.5x7.25 LVL On Edge 32.63 39.42 142.90 110.3 170.6 100.0 106.3 4568 -350 100-in.(8-ft 4-in.) (3)1.5x9.25 LVL On Edge 41.63 64.17 296.79 138.4 217.7 127.6 135.6 5781 -447 126-in.(10-ft 6-in.)* (3)1.5x11.25 LVL On Edge 50.63 94.92 533.94 166.1 264.7 155.2 165.0 6171 -544 135-in.(11-ft 34n.)* (2)2x10#2 SPF On Edge 27.75 42.78 197.86 64.4 81.4 99.0 105.2 2941 -226 64-in.(5-ft 4-in.) (2)1.5x9.25 LVL On Edge 27.75 42.78 197.86 110.8 151.3 111.5 118.5 5051 -388 110-in.(9-ft 2-in.)* Jamb Stud Minimum Bearing Length: Configuration Bearing" Configuration Bearing` (3)2x6#2 SPF On Edge 1.31 (3)1.5x7.25 LVL On Edge 1.35 (3)2x8#2 SPF On Edge 1.65 (3)1.5x9.25 LVL On Edge 1.71 (3)2x10#2 SPF On Edge 2.02 (3)1.5x11.25 LVL On Edge 1.83 (3)2x12#2 SPF On Edge 2.34 (2)2x10#2 SPF On Edge 2.31 (3)1.5x5.5 LVL On Edge 1.03 (2)1.5x9.25 LVL On Edge 2.24 2.8 23.0202.2 Design Wood Headers Sidewall Dropped Sheathed 2018-08-23.xls 2/12/2021 8:56 AM LVL(2) Page 3 of 3 Sidewall Header Spans Dropped Header Braced by Structural Sheathing Analysis Details Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in. Unit Width, 12-in.Sidewall Overhang Sidewall, 30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch Lateral Load Conditions: Maximum Wall Height= 108 in. Lateral Load Only Minimum Sill Height= 18.0 in. Lateral Load(WI„)= 84.4 plf(C&C) Combined Vertical&Lateral(Max Lateral): Vertical Load(WB)= 365 plf(D) Load Duration Factor(Co)= 1.6 Lateral Load AM)= 59.9 plf(W) Lateral Deflection Limit:L/ 120 Combined Vertical&Lateral(Max Vertical): Vertical Load(Wc)= 1096 plf(D+0.75(L+Su)) Lateral Load(WI,,)= 44.9 plf(0.75W) Header Configurations(Loaded Lateraly): Tabulated Downward Lateral QTY' b d Grade Species Orient. Cfi, CFb Fb Fv Fe F' Fti F' 1 3 1.5 5.5 #2 SPF Flat 1.15 1.3 875 135 2093 216 2407 216 2 3 1.5 7.25 #2 SPF Flat 1.15 1.2 875 135 1932 216 2222 216 3 3 1.5 9.25 #2 SPF Flat 1.20 1.1 875 135 1771 216 2125 216 4 3 1.5 11.25 #2 SPF Flat 1.20 1.0 875 135 1610 216 1932 216 5 3 1.5 5.5 LVL Flat 1.00 1.1 3255 190 5088 456 6023 304 6 3 1.5 7.25 LVL Flat 1.00 1.1 3255 190 4901 456 5801 304 7 3 1.5 9.25 LVL Flat 1.00 1.0 3255 190 4741 456 5611 304 8 3 1.5 11.25 LVL Flat 1.00 1.0 3255 190 4616 456 5464 304 9 2 1.5 9.25 #2 SPF Flat 1.20 1.1 875 135 1540 216 1848 216 10 2 1.5 9.25 LVL Flat 1.00 1.0 3255 190 4559 456 5396 304 Laterally Lateral Only Max Lateral Max Vertical Design Limit States Loaded A I Bending Shear A0.7w Bending Shear Bending Shear RL,T' (3)2x6#2 SPF Laid Flat Yes 24.75 6.19 4.64 130.1 1016.3 94.5 90.6 1101.1 60.6 78.0 192 (3)2x8#2 SPF Laid Flat Yes 32.63 8.16 6.12 143.6 1338.7 103.6 108.9 1101.1 75.4 101.8 244 (3)2x10#2 SPF Laid Flat Yes 41.63 10.41 7.80 158.6 1707.2 112.4 127.4 1101.1 90.7 129.1 298 (3)2x12#2 SPF Laid Flat Yes 50.63 12.66 9.49 166.8 2075.6 120.0 140.9 1101.1 103.2 156.3 345 (3)2x6 LVL Laid Flat Yes 24.75 6.19 4.64 205.9 1429.1 106.5 141.9 3265.8 94.7 108.5 267 (3)2x8 LVL Laid Flat Yes 32.63 8.16 6.12 232.0 1882.9 116.7 174.4 3265.8 120.4 142.1 352 (3)2x10 LVL Laid Flat Yes 41.63 10.41 7.80 257.7 2401.4 126.6 207.7 3265.8 148.2 180.5 445 (3)2xl2 LVL Laid Flat Yes 50.63 12.66 9.49 280.4 2920.0 135.1 237.7 3265.8 174.6 218.8 475 (2)200#2 SPF Laid Flat Yes 27.75 6.94 5.20 120.7 1139.1 98.2 97.0 1101.1 69.0 87.1 227 (2)2x10 LVL Laid Flat Yes 27.75 6.94 5.20 206.3 1602.0 110.6 166.3 3265.8 118.6 121.3 389 2.9 23.0201 Design Wood Headers Mateline 2006-04-04.xls 2/12/2021 8:56 AM LVL(2) Page 1 of 1 Sidewall Header Spans Simply Supported--Uniformly Distributed Load '_ Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in.Unit Width, 12-in.Sidewall Overhang Sidewall,30 psf Ground Snow,20 psf Attic Live Load,40 psf 2nd Floor Live Cape Truss,6/12 Roof Pitch iLl Two Floors,Roof,Loft,&Ceiling Only Loading Conditions: 189-in.Unit Width Uniform Uplift(WUL)= -10 plf (0.6D+Wn) 117 mph(Exp C/End Zone) Uniform Dead Load(wDL)= 489 plf (D) 30 psf Ground Snow,6/12 Pitch Uniform Live Load(wLL)= 967 plf (0.75(L+Su)) NDS Design Load(LANDS)= 1456 plf (D+0.75(L+Su)) Stress Adjustment Factors: Deflection Limits: LVL Design Criteria: Load Duration Factor(CD)= 1.15 L Deflection Limit:L/ 360 LVL Trade Name: Microllam Repetitive Member Factor (C,)= 1.15 L+0.5D Deflection Limit:L/ 240 LVL MOE(E)= 2000000 psi Repetitive Member Fac.LVL3(C,)= 1.04 Volume effect exponent(e)= 0.136 Header Configurations: Tabulated Allowable QTyz b d Grade Species Orient. C, Crb Fb F F, E Fti F, 1 1 1.5 9.25 #2 SPF Edge 1.00 1.10 875 135 425 1400000 1107 155 2 2 1.5 9.25 #2 SPF Edge 1.00 1.10 875 135 425 1400000 1107 155 3 3 1.5 9.25 #2 SPF Edge 1.00 1.10 875 135 425 1400000 1273 155 4 1 1.5 9.25 LVL Edge 1.00 1.04 2750 285 750 2000000 3276 328 5 2 1.5 9.25 LVL Edge 1.00 1.04 2750 285 750 2000000 3276 328 6 3 1.5 9.25 LVL Edge 1.00 1.04 2750 285 750 2000000 3408 328 7 8 9 10 Design Limit States A S, Ix, Bending Shear AL ALIO 5D RTC' Rur' Max.Span (1)2x10#2 SPF On Edge 13.88 21.39 98.93 39.5 42.2 71.6 76.0 2397 -16 39-in.(3-ft 3-in.) (2)2x10#2 SPF On Edge 27.75 42.78 197.86 55.9 65.8 90.2 95.8 3390 -23 55-in.(4-ft 7-in.) (3)2x10#2 SPF On Edge 41.63 64.17 296.79 73.4 89.5 103.2 109.6 4452 -30 73-in.(6-ft 1-in.) (1)1.5x9.25 LVL On Edge 13.88 21.39 98.93 68.0 68.5 80.6 85.6 4124 -28 67-in.(5-ft 7-in.) (2)1.5x9.25 LVL On Edge 27.75 42.78 197.86 96.1 118.4 101.6 107.8 5832 -39 96-in.(8-ft 0-in.) (3)1.5x9.25 LVL On Edge 41.63 64.17 296.79 1201 168.4 116.2 123.4 7053 -48 116-in.(9-ft 8-in.) Minimum Bearing Length: Note: Bearing required to resist RTC above. Columns must be proportioned to cant'axial load. Min.Bearing Length (in.) Min.Bearing Length (in.) Configuration 2.5 3.5 5.5 Full Configuration 2.5 3.5 5.5 Full (1)2x10#2 SPF On Edge 3.76 3.76 3.76 3.76 (3)1.5x9.25 LVL On Edge 3.76 2.69 2.09 2.09 (2)2x10#2 SPF On Edge 3.19 2.66 2.66 2.66 (3)2x10#2 SPF On Edge 4.19 2.99 2.33 2.33 (1)1.5x9.25 LVL On Edge 3.67 3.67 3.67 3.67 (2)1.5x9.25 LVL On Edge 3.11 2.59 2.59 2.59 Notes 1. Support and connection to support must be capable of resisting gravity,RTC,and uplift,RUB,forces. 2. Multiple members must be equally loaded or interconnected to transfer load sufficiently between individual members. 3. Automatically applied to three or more members 4.At bearing location,not less than 2/3 of header width should bear on the support. Typical bearing widths provided. Uplift connection at end of header members must be designed elsewhere. 2.10 23.0302 Design Wood Columns Sidewall 2015-03-18.xls 2/12/2021 8:37 AM Stud Page 1 of 3 Sidewall Column Calculation Client: Signature Building Systems of PA Job Number: SBSPA011121-11 rt Description: 189-in.Unit Width, 12-in.Sidewall Overhang Sidewall,30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch Cape Loft,Roof&Ceiling Only Header 189-in.Unit Width 117 mph(Exp C/End Zone) Side Column 30 psf Ground Snow,6112 Pitch Tabulated Span 96-in.Wall Height Wall Jamb Studs 16-in.oc,2x6#2 SPF Height (full height) Typical Spacing II Jack Studs Sill Til I Max.Stud Length=91.5-in. Top/Bottom Plate Thickness=4.5-in. Side Column Span Side Column Span Side Column Span Built-Up Columns: 1.5-in.Wide Header 3.0-in.Wide Header 4.5-in.Wide Header (1 Jamb/1 Jack)2x6#2 SPF 38-in.(3-ft 2-in.) 63-in.(5-ft 3-in.) 88-in.(7-ft 4-in.) (1 Jamb/2 Jack)2x6#2 SPF 62-in.(5-ft 2-in.) 112-in.(9-ft 4-in.) 163-in.(13-ft 7-in.) (1 Jamb/3 Jack)2x6#2 SPF 85-in.(7-ft 1-in.) 161-in.(13-ft 5-in.) 237-in.(19-ft 9-in.) (2 Jamb/4 Jack)2x6#2 SPF 108-in.(9-ft 0-in.) 209-in.(17-ft 5-in.) 310-in.(25-ft 10-in.) (2 Jamb/5 Jack)2x6#2 SPF 132-in.(11-ft 0-in.) 258-in.(21-ft 6-in.) 385-in.(32-ft 1-in.) (3 Jamb/6 Jack)2x6#2 SPF 154-in.(12-ft 10-in.) 306-in.(25-ft 6-in.) 458-in.(38-ft 2-in.) (3 Jamb/7 Jack)2x6#2 SPF 178-in.(14-ft 10-in.) 355-in.(29-ft 7-in.) 532-in.(44-ft 4-in.) (4 Jamb/8 Jack)2x6#2 SPF 200-in.(16-ft 8-in.) 403-in.(33-ft 7-in.) 605-in.(50-ft 5-in.) (4 Jamb/9 Jack)2x6#2 SPF 224-in.(18-ft 8-in.) 452-in.(37-ft 8-in.) 680-in.(56-ft 8-in.) Top or bottom plate to stud(face nail) Fastener Minimum (minimum length and Quantity per diameter or staple size) Connection or • 3"x 0.131"PD nail 3 2.5"x 15 Ga.Staple 4 • ai Notes:1. All stud configurations are assumed to be braced against weak axis buckling by sheathing or gypsum fastened in place on at least one side. Wall engaging column is not to be less than 16-in.long. 2.Studs in columns may be considered as maintaining regular stud spacing(i.e.typical stud may be placed up to 16-in.from closest built-up column stud). 3.Clear span between columns. 3.1 23.0302 Design Wood Columns Sidewall 2015-03-18.)ds 2/12/2021 8:37 AM Stud Page 2 of 3 Sidewall Column Calculation(continued) Client: Signature Building Systems of PA Date: SBSPA011121-11 Description: 189-in.Unit Width,12-in.Sidewall Overhang Sidewall,30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch Stud Configuration: Grade: #2 Wall Height(h)= 96.0 in. Species: SPF Top/Bottom Plate Thick(tp)= 4.5 in. width(b)= 1.5 in. Typical Spacing(s)= 16.0 in- depth(d)= 5.5 in. Deflection Limit:H/180 Header Configurations:(for bearing consideration) Load Equiv. Grade Species MOE Fcl Share F, 1 #2 SPF 425 100% 425 2 #2 SP 565 100% 565 3 LVL Microllam 2000000 750 100% 750 4 Min.F,= 425 Loading Conditions: Axial Load Only Combined Axial&Lateral(Max Bending): Axial Only Load(WNDs)= 906 plf(D+Su) Axial Load(We)= 246 Of(D+Wp) Bearing/Total Load(WT)= 906 Of(D+Su) Lateral Load(%J= 16.0 psf(W) Lateral Load Only Combined Axial&Lateral(Max Axial): Lateral Load(Wl t)= 25.1 psf(C&C) Axial Load(Wc)= 741 plf(D+0.75(L+Su)) Combined Lateral&Uplift: Lateral Load(W,)= 12.0 psf(0.75W) Uniform Uplift(wuL)= -192.0 Of(0.6D+Wn) Lateral Load(Wit)= 16.0 psf(MWFRS) Stud Material Properties: Tabulated Stress Adjustment Factors Allowable Grade: #2 Stress CF CD Cr Co Stress Species: SPF Fs= 875 1.30 1.60 1.15 - 2093 psi width(b)= 1.5 in. Fc= 1150 1.10 1.15 - 0.70 1025 psi(gravity only) depth(d)= 5.5 in. Fc= 1150 1.10 1.60 - 0.58 1182 psi(combined) c= 0.8 Ft= 450 1.30 1.60 - - 936 psi le/d= 16.6 F = 135 - 1.60 - - 216 psi F,= 1515 pSl Fc1= 425 - - - - 425 psi E= 1400000 - - - - 1400000 psi E-= 5100W - - - - 510000 psi Plate-to-Stud Connection: Typical Stud: Connection Force,F,= 127.6 Ibf Shear Code Calc'd Req'd Strength Min. Min, Min. Fastener (Ibf) Qty Qty Qty 3"x 0.131"PD nail 88.0 3 2 3 2.5"x 15 Ga.Staple 56.3 4 3 4 3.2 23.0302 Design Wood Columns Sidewall 2015-03-18.xls 2/12/2021 8:37 AM Stud Page 3 of 3 Sidewall Column Calculation(continued) Client: Signature Building Systems of PA Date: SBSPA011121-11 Description: 189-in.Unit Width,12-in.Sidewall Overhang Sidewall,30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch Configurations/Section Properties: Jamb Studs(full height) 1 1 1 1 2 2 3 3 4 4 Jack Studs In Column 0 1 2 3 4 5 6 7 8 9 Area(in 2) 8.3 8.3 8.3 8.3 16.5 16.5 24.8 24.8 33.0 33.0 a Ix(in 4) 20.8 20.8 20.8 20.8 41.6 41.6 62.4 62.4 83.2 83.2 Sx(in.3) 7.6 7.6 7.6 7.6 15.1 15.1 22.7 22.7 30.3 30.3 m Area(in.Z) 0.0 8.3 16.5 24.8 33.0 41.3 49.5 57.8 66.0 74.3 m Ix(in°) 0.0 20.8 41.6 62.4 83.2 104.0 124.8 145.6 166.4 187.2 Sx(in.3) 0.0 7.6 15.1 22.7 30.3 37.8 45.4 52.9 60.5 68.1 Maximum Tributary Spans(Axial Loads): Jamb Stud Axial Compression 112 112 112 112 224 224 336 336 448 448 Jack Stud Axial Compression N/A 128 240 352 466 578 691 803 917 1029 Stud Plate Perp.Compression 46 62 109 155 203 250 298 344 392 438 Header Bearing 1.5-in.Wide n/a 29 41 54 67 79 92 105 117 130 Header Bearing 3.0-in.Wide n/a 41 67 92 117 143 168 193 219 244 Header Bearing 4.5-in.Wide n/a 54 92 130 168 206 244 282 320 358 Maximum Tributary Spans(Lateral Loads): Jack+Jamb Bending 87 273 409 546 819 955 1228 1364 1637 1773 Jack+Jamb Deflection 133 293 439 585 878 1024 1316 1463 1755 1902 Jamb Stud Shear 149 234 234 234 468 468 703 703 937 937 Maximum Tributary Spans(Combined Loads): Jamb Stud Tension/Bending 106 174 221 256 443 480 664 702 886 924 Jack Stud Tension/Bending N/A 190 303 412 592 702 881 991 1170 1280 Comp./Bending(Max.Bending) 107 177 290 401 576 687 861 974 1149 1260 Comp./Bending(CSR) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Comp./Bending(Max.Comp.) 81 114 199 281 388 470 577 660 766 849 Comp./Bending(CSR) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Result: Maximum Trib Span,1.5-in wide header(in. 46 29 41 54 67 79 92 105 117 130 Max.Side Column Opening(in.) 75 38 62 86 108 132 154 178 201 224 Maximum Trib Span,3.0-in wide header(in. 46 41 67 92 117 143 168 193 219 244 Max.Side Column Opening(in.) 75 64 113 162 210 259 306 356 403 452 Maximum Trib Span,4.5-in wide header(in. 46 54 92 130 168 206 244 282 320 358 Max.Side Column Opening(in.) 75 89 163 238 311 385 458 533 606 680 3.3 23.0302 Design Wood Columns Sidewall 2015-03-18.x1s 2/12/2021 8:37 AM Stud(2) Page 1 of 3 Sidewall Column Calculation Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in.Unit Width,12-in.Sidewall Overhang Sidewall,30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch One Floor,Loft,Roof&Ceiling Only Header 189-in.Unit Width 117 mph(Exp C/End Zone) Side Column 30 psf Ground Snow,6112 Pitch Tabulated Span 108-in.Wall Height Wall Jamb Studs 16-in.oc,2x6#2 SPF Height (full height) Typical Spacing II Jack Studs Sill Max.Stud Length=103.5-in. Top/Bottom Plate Thickness=4.5-in. Side Column Span Side Column Span' Side Column Span Built-Up Columns: 1.5-in.Wide Header 3.0-in.Wide Header 4.5-in.Wide Header (1 Jamb/1 Jack)2x6#2 SPF 33-in.(2-ft 9-in.) 54-in.(4-ft 6-in.) 75-in.(6-ft 3-in.) (1 Jamb/2 Jack)2x6#2 SPF 53-in.(4-ft 5-in.) 95-in.(7-ft 11-in.) 137-in.(11-ft 5-in.) (1 Jamb/3 Jack)2x6#2 SPF 72-in.(6-ft 0-in.) 135-in.(11-ft 3-in.) 198-in.(16-ft 6-in.) (2 Jamb/4 Jack)2x6#2 SPF 90-in.(7-ft 6-in.) 174-in.(14-ft 6-in.) 258-in.(21-ft 6-in.) (2 Jamb/5 Jack)2x6#2 SPF 110-in.(9-ft 2-in.) 214-in.(17-ft 10-in.) 319-in.(26-ft 7-in.) (3 Jamb/6 Jack)2x6#2 SPF 128-in.(10-ft 8-in.) 253-in.(21-ft 1-in.) 379-in.(31-ft 7-in.) (3 Jamb/7 Jack)2x6#2 SPF 147-in.(12-ft 3-in.) 294-in.(24-ft 6-in.) 440-in.(36-ft 8-in.) (4 Jamb/8 Jack)2x6#2 SPF 165-in.(13-ft 9-in.) 333-in.(27-ft 9-in.) 500-in.(41-ft 8-in.) (4 Jamb/9 Jack)2x6#2 SPF 184-in.(15-ft 4-in.) 373-in.(31-ft 1-in.) 561-in.(46-ft 9-in.) Top or bottom plate to stud(face nail) Fastener Minimum (minimum length and Quantity per _x diameter or staple size) Connection or • 3"x 0.131"PD nail 3 2.5 x 15 Ga.Staple 4 • Notes:1. All stud configurations are assumed to be braced against weak axis buckling by sheathing or gypsum fastened in place on at least one side. Wall engaging column is not to be less than 16-in.long. 2.Studs in columns may be considered as maintaining regular stud spacing(i.e.typical stud may be placed up to 16-in.from closest built-up column stud). 3.Clear span between columns. 3.4 23.0302 Design Wood Columns Sidewall 2015-03-18.x1s 2/12/2021 8:37 AM Stud(2) Page 2 of 3 Sidewall Column Calculation(continued) Client: Signature Building Systems of PA Date: SBSPA011121-11 Description: 189-in.Unit Width,12-in.Sidewall Overhang Sidewall,30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch Stud Configuration: Grade: #2 Wall Height(h)= 108.0 in. Species: SPF Top/Bottom Plate Thick(to)= 4.5 in. width(b)= 1.5 in. Typical Spacing(s)= 16.0 in. depth(d)= 5.5 in. Deflection Limit:H/180 Header Configurations:(for bearing consideration) Load Equiv. Grade Species MOE F, Share F, 1 #2 SPF 425 100% 425 2 #2 SP 565 100% 565 3 LVL Microllam 2000000 750 100% 750 4 Min.F,= 425 Loading Conditions: Axial Load Only Combined Axial&Lateral(Max Bending): Axial Only Load(WNDs)= 1096 plf(D+0.75(L+Su)) Axial Load(WB)= 365 pff(D) Bearing/Total Load(WT)= 1096 plf(D+0.75(L+Su)) Lateral Load(Wi„)= 16.0 psf(W) Lateral Load Only Combined Axial&Lateral(Max Axial): Lateral Load(W„r)= 25.1 psf(C&C) Axial Load(Wc)= 1096 pff(D+0.75(L+Su)) Combined Lateral&Uplift.- Lateral Load(Wi,r)= 12.0 psf(0.75W) Uniform Uplift(wuL)= -84.1 plf(0.6D+Wn) Lateral Load(W„t)= 16.0 psf(MWFRS) Stud Material Properties: Tabulated Stress Adjustment Factors Allowable Grade: #2 Stress CF CD Cr Cp Stress Species: SPF Fo= 875 1.30 1.60 1.15 - 2093 psi width(b)= 1.5 in. F�= 1150 1.10 1.15 -- 0.62 896 psi(gravity only) depth(d)= 5.5 in. F�= 1150 1.10 1.60 - 0.49 993 psi(combined) c= 0.8 Fr= 450 1.30 1.60 - - 936 psi le/d= 18.8 F = 135 -- 1.60 - - 216 psi F,= 1184 psi F,= 425 - - - 425 psi E= 1400000 - - 1400000 psi Em = 510000 - - - - 510000 psi Plate-to-Stud Connection: Typical Stud: Connection Force,F,= 144.4 Ibf Shear Code Calc'd Req'd Strength Min. Min. Min. Fastener (Ibf) Qty Qty Qty 3"x 0.131"PD nail 88.0 3 2 3 2.5"x 15 Ga.Staple 56.3 4 3 4 3.5 9'£ Z99 LOS Lob 6L£ OZE 99Z 86L LEL 9L 69 ('u)6wuado uwnloo ap!S'xeyy 66Z L9Z 9£Z IPOZ ELL ZIPL OIL 6L LIP 8£ u)japeaq ap!m u!-SgIP'uedS qul wnw!xepy £L£ £EE IP6Z IP9Z SLZ 9LL 9£L 96 99 69 ('ul)6u!uado uwnloo ap!S'xeyy 4oZ Ire £9I ZIPL LZL OOL 6L 89 L£ 8E 'u!)Japeaq ap!m ul-0 E'uedS qul wnw!xeyy 99L 99L SIPL 9ZI OIL L6 EL ES IP£ 69 ('u)6wuadp uwnloo ap!S xeyy OIL OOL 68 6L 89 89 LIP LE 9Z Be u)japeaq apim w-S'I'uedS qul wnw!xeyy :llnsaa 00'L 00'I 00'L 00'I 00'I 00'L 00 L 00"L 00 L 00'L (NSO)6ulpuag/'dwoo BZS SLIP LLIP 09£ IP6Z £IPZ OLL LZL IPL IS ('dwoo'xeyy)6wpuag/'dwo3 00'L 00'L OO L 00'L OO L 00'L 00'L OO I 00'L 00'L (NSO)Bulpuag/'dwoo IP98 99L 899 Z69 £LIP 96E LLZ OOZ LZL SL (6u!puag'xeyy)6u!puag/'dwo3 L£ZI 8£LL 996 L99 SL9 9LS IP6E 96Z 961 V/N 6ulpuag/uo!sualpniSvef SSOL Z66 909 IPIPL 899 961, 80£ 8IPZ 6LL L6 6u!puag/uo!sual pniS qwer :(speo-1 pau!gwoC))suedS tieinqul wnw!xepy 8Z8 8Z8 LZ9 LZ9 IPLIP IPLIP LOZ LOZ LOZ Z£L jea4S pn1S qwer IPLEL ELZL LLOL OL6 LOL 909 IP0IP Coe ZOZ Z6 uopagaOgwer+sloe[` 98£I 6LZ1 9901 096 9IPL 0IP9 9ZIP ON ELZ 89 6ulpuag qwer+Noel :(speo-I lejalel)suedS tieinqul wnw!xeyy 66Z L9Z 9£Z IPOZ ELL ZIPL OLL 6L LIP e/u 8pM'ul-S'g6uueagJapeaH IPOZ IP91 £9L ZIPL LZL ON 6L 89 LE e/u apM'w-O'£6uuea9 JapeaH OIL OOL 68 6L 89 89 LIP LE 9Z e/u apM'ui-S'I6uueagJapeaH 99£ SZ£ 88Z 6IPZ 60Z LLL L£L E6 IPS 8£ uolssaidwoo'djad aleld pniS 6IPL 899 999 909 ZZIP LIP£ 69Z 9LL L6 V/N uopsaidwoo lelxV pniS xoef SIZE IPZE EIPZ EIPZ Z9L Z9L Is L8 L8 I8 uopsaidwoo le!xV pn1S qwer :(speo-I lelxV)suedS tieinqul wnw!xeW L'89 S'09 6'Z9 IP'SIP 8 LE £'0£ L'ZZ LSL 91 TO (E u)xS ` Z L8L IP'99L 9'9IPI 8'IPZL 0110L Z E8 IP'Z9 91IP 8 OZ TO (`u!)xl x £IPL 0,99 9-L9 9'6IP £'LIP OTC 811Z 9'9L E'8 O'0 (i u!)eaiv C OE £'OE L'ZZ L'ZZ L'SL I SL 91 91 9 L 9'L (f u!)xS Z'ES Z'E8 VZ9 IP'Z9 9'LIP 9 LIP 8 OZ 8'OZ 8 OZ 8'oZ (e u!)xi 3 0'££ 0'EE B'IPZ B'IPZ S 91 99L £'8 £'8 £'8 £'8 (i u!)e-V N 6 8 L 9 S IP E Z L 0 uwnloo ul spniS ioef IP IP £ E Z Z L l L I (lg6iaq llnl)spniS qwer :sa!i,a ad uo!loaS/su09ern yuo3 Uol!d loon Z L/9'ssnjl adeZ) peol anll ogiV isd OZ'mouS punaE)isd 0£'llemap!S 6u8gJano Ilemap!S u!-ZI'gipM i!un-u!-69L :uo!iduosea L L-LZ L L MdS9S :Oleo Vd 10 swalsAS 6uippq ainieu6!S :lua!la (panu!luoa)uollelnoleo uwnloo lleenap!S E to£96ed (Z)pn1S WV LE B LZOZ/ZL/Z spc 8L-£0-SLOZ Ilemap!S suwnlo3 pooM u6isaa ZO£0'EZ 23.0201 Design Wood Headers Mateline 2006-04-04.xls 2/12/2021 4:15 PM LVL Page 1 of 1 Matewall Header Spans Simply Supported--Uniformly Distributed Load Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in.Unit Width Matewall,30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch Cape Loft,Roof&Ceiling Only Loading Conditions: 189-in.Unit Width Uniform Uplift(wuL)_ -70 plf (0.6D+Wn) 117 mph(Exp C/End Zone) Uniform Dead Load(wog)= 79 plf (D) 30 psf Ground Snow,6112 Pitch Uniform Live Load(wLL)= 156 plf (L) NOS Design Load(wNos)= 235 plf (D+L) Stress Adjustment Factors: Deflection Limits: LVL Design Criteria: Load Duration Factor(Co)= 1.00 L Deflection Limit:L/ 360 LVL Trade Name: Microllam Repetitive Member Factor (Cr)= 1.15 L+0.5D Deflection Limit:L/ 240 LVL MOE(E)= 2000000 psi Repetitive Member Fac.LVL'(C,)= 1.04 Volume effect exponent(e)= 0.136 Header Configurations: Tabulated Allowable QTY2 b d Grade Species Orient. Ct CFb Fb Fv F�j E Fe F, 1 1 1.5 9.25 #2 SPF Edge 1.00 1.10 875 135 425 1400000 963 135 2 2 1.5 9.25 #2 SPF Edge 1.00 1.10 875 135 425 1400000 963 135 3 3 1.5 9.25 #2 SPF Edge 1.00 1.10 875 135 425 1400000 1107 135 4 1 1.5 9.25 LVL Edge 1.00 1.04 2750 285 750 2000000 2849 285 5 2 1.5 9.25 LVL Edge 1.00 1.04 2750 285 750 2000000 2849 285 6 3 1.5 9.25 LVL Edge 1.00 1.04 2750 285 750 2000000 2963 285 7 1 1.5 11.25 LVL Edge 1.00 1.01 2750 285 750 2000000 2774 285 8 9 10 Design Limit States A S_ Ix, Bending Shear 4 4*050 RTC' Ru' Max.Span (1)2x10#2 SPF On Edge 13.88 21.39 98.93 91.7 146.0 131.4 139.6 898 -266 91-in.(7-ft 7-in.) (2)2x10#2 SPF On Edge 27.75 42.78 197.86 129.7 273.4 165.5 175.8 1270 -377 129-in.(10-ft 9-in.) (3)2x10#2 SPF On Edge 41.63 64.17 296.79 170.3 400.9 189.5 201.3 1668 -495 170-in.(14-ft 2-in.) (1)1.5x9.25 LVL On Edge 13.88 21.39 98.93 157.7 287.6 148.0 157.2 1449 -430 147-in.(12-ft 3-in.) (2)1.5x9.25 LVL On Edge 27.75 42.78 197.86 223.1 556.7 186.4 198.0 1826 -542 186-in.(15-ft 6-in.) (3)1.54.25 LVL On Edge 41.63 64.17 296.79 278.6 825.8 213.4 226.7 2090 -620 213-in.(17-ft 9-in.) (1)1.5x11.25 LVL On Edge 16.88 31.64 177.98 189.3 349.8 180.0 191.2 1763 -523 179-in.(14-ft 11-in.) Minimum Bearing Length: Note: Bearing required to resist RTC above. Columns must be proportioned to carry axial load. Min.Bearing Length (in.) Min.Bearing Length'(in.) Configuration 2.5 3.5 5.5 Full Configuration 2.5 3.5 5.6 Full (1)2x10#2 SPF On Edge 1.41 1.41 1.41 1 Al (3)1.54.25 LVL On Edge 1.11 0.80 0.62 0.62 (2)2x10#2 SPF On Edge 1.20 1.00 1.00 1.00 (1)1.5x11.25 LVL On Edge 1.57 1.57 1.57 1.57 (3)2x10#2 SPF On Edge 1.57 1.12 0.87 0.87 (1)1.5x9.25 LVL On Edge 1.29 1.29 1.29 1.29 (2)1.5x9.25 LVL On Edge 0.97 0.81 0.81 0.81 Notes 1. Support and connection to support must be capable of resisting gravity,RTC,and uplift,Rug,forces. 2. Multiple members must be equally loaded or interconnected to transfer load sufficiently between individual members. 3. Automatically applied to three or more members 4. At bearing location,not less than 2/3 of header width should bear on the support. Typical bearing widths provided. Uplift connection at end of header members must be designed elsewhere. 4.1 23.0201 Design Wood Headers Mateline 2006-04-04.xls 2/12/2021 8:57 AM LVL Stacked Page 1 of 1 Stacked Matewall Header Spans Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in.Unit Width Matewall,30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch 0 One Floor,Loft,Roof&Ceiling Only Loading Conditions: 189-in.Unit Width Uniform Uplift(WUL)= 0 plf (0.6D+Wn) 117 mph(Exp C/End Zone) Uniform Dead Load(wpL)= 198 plf (D) 30 psf Ground Snow,6112 Pitch Uniform Live Load(wLJ= 471 plf (L) NDS Design Load(wNos)= 669 plf (D+L) Stress Adjustment Factors: Deflection Limits: LVL Design Criteria: Load Duration Factor(Co)= 1.00 L Deflection Limit:L/360 LVL Trade Name: Microllam Repetitive Member Factor (Cr)= 1.15 L+0.5D Deflection Limit:L/240 LVL MOE(E)= 2000000 psi Repetitive Member Fac.LVL3(Cr)= 1.04 Volume effect exponent(e)= 0.136 Header Configurations: Tabulated Allowable QTY2 b d Grade Species Orient. Cb, CFb Fb Fv F« E Fe Fv' 1 2 1.5 9.25 #2 SPF edge 1.00 1.10 875 135 425 1400000 963 135 2 1.5 11.25 #2 SPF edge 1.00 1.00 875 135 425 1400000 875 135 2 3 1.5 9.25 #2 SPF Edge 1.00 1.10 875 135 425 1400000 1107 135 3 1.5 11.25 #2 SPF Edge 1.00 1.00 875 135 425 1400000 1006 135 3 2 1.5 9.25 LVL Edge 1.00 1.04 2750 285 750 2000000 2849 285 2 1.5 11.25 LVL Edge 1.00 1.01 2750 285 750 2000000 2774 285 4 3 1.5 9.25 LVL Edge 1.00 1.04 2750 285 750 2000000 2963 285 3 1.5 11.25 LVL Edge 1.00 1.01 2750 285 750 2000000 2885 285 5 2 1.5 5.5 #2 SPF Edge 1.00 1.30 875 135 425 1400000 1138 135 Design Limit States A S, I_ El_ %Load Bending Shear or AL-0 50 Max.Span (2)2x10#2 SPF On Edge 27.75 42.78 197.86 2.8E+08 36% 128.6 269.3 161.5 173.5 111-in.(9-ft 3-in.) (2)2x12#2 SPF On Edge 33.75 63.28 355.96 5E+08 64% 111.2 192.1 161.5 173.5 (3)2x10#2 SPF On Edge 41.63 64.17 296.79 4.2E+08 36% 168.9 394.7 184.9 198.6 146-in.(12-ft 2-in.) (3)2x12#2 SPF On Edge 50.63 94.92 533.94 7.5E+08 64% 146.0 276.9 184.9 198.6 (2)1.5x9.25 LVL On Edge 27.75 42.78 197.86 4E+08 36% 221.3 548.0 181.9 195.4 181-in.(15-ft 1-in.) (2)1.5x11.25 LVL On Edge 33.75 63.28 355.96 7.1E+08 64% 198.0 380.5 181.9 195.4 (3)1.5x9.25 LVL On Edge 41.63 64.17 296.79 5.9E+08 36% 276.4 812.8 208.2 223.7 208-in.(17-ft 4-in.) (3)1.5xl 1.25 LVL On Edge 50.63 94.92 533.94 1.1 E+09 64% 247.3 559.5 208.2 223.7 (2)2x6#2 SPF On Edge 16.50 15.13 41.59 5.8E+07 100% 49.7 64.3 68.1 73.2 49-in.(4-ft 1-in.) Minimum Bearing Length: Note: Bearing required to resist RTC above. Columns must be proportioned to carry axial load. End Reactions Min.Bearing Length (in.) Configuration RTi' Rug' 2.5 3.5 5.5 Full (2)2x10#2 SPF On Edge 1107 0 1.04 0.87 0.87 0.87 (2)2x12#2 SPF On Edge 1992 0 1.87 1.56 1.56 1.56 (3)2x10#2 SPF On Edge 1454 0 1.37 0.98 0.76 0.76 (3)202#2 SPF On Edge 2616 0 2.46 1.76 1.37 1.37 (2)1.5x9.25 LVL On Edge 1811 0 0.97 0.80 0.80 0.80 (2)1.5x11.25 LVL On Edge 3258 0 1.74 1.45 1.45 1.45 (3)1.5x9.25 LVL On Edge 2073 0 1.11 0.79 0.61 0.61 (3)1.5x11.25 LVL On Edge 3729 0 1.99 1.42 1.10 1.10 (2)2x6#2 SPF On Edge 1385 0 1.30 1.09 1.09 1.09 Notes 1. Support and connection to support must be capable of resisting gravity,RTC, and uplift,RUL,forces. 2. Multiple members must be equally loaded or interconnected to transfer load sufficiently between individual members. 3.Automatically applied to three or more members 4. At bearing location,not less than 2/3 of header width should bear on the support. Typical bearing widths provided. Uplift connection at end of header members must be designed elsewhere. 4.2 23.0201 Design Wood Headers Mateline 2006-04-04.xis 2/12/2021 8:57 AM LVL Stacked Page 1 of 1 Stacked Matewall Header Spans Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in.Unit Width 40 psf Floor Live Load and 10 psf Floor Dead Load Only 40 psf Floor Live Load Loading Conditions: 189-in.Unit Width Uniform Uplift(w�L)= 0 plf (n/a) 117 mph(Exp C/End Zone) Uniform Dead Load(wpL)= 79 plf (D) 30 psf Ground Snow,6/12 Pitch Uniform Live Load(wLL)= 315 plf (L) NDS Design Load(WNOS)= 394 plf (D+L) Stress Adjustment Factors: Deflection Limits: LVL Design Criteria: Load Duration Factor(Co)= 1.00 L Deflection Limit:L/360 LVL Trade Name: Microllam Repetitive Member Factor'(C,)= 1.15 L+0.513 Deflection Limit:L/240 LVL MOE(E)= 2000000 psi Repetitive Member Fac.LVL'(C')= 1.04 Volume effect exponent(e)= 0.136 Header Configurations: Tabulated Allowable QTY2 b d Grade Species Orient. Cm CFb Fb F Fri E Fti F� 1 2 1.5 9.25 #2 SPF edge 1.00 1.10 875 135 425 1400000 963 135 2 1.5 11.25 #2 SPF edge 1.00 1.00 875 135 425 1400000 875 135 2 3 1.5 9.25 #2 SPF Edge 1.00 1.10 875 135 425 1400000 1107 135 3 1.5 11.25 #2 SPF Edge 1.00 1.00 875 135 425 1400000 1006 135 3 2 1.5 9.25 LVL Edge 1.00 1.04 2750 285 750 2000000 2849 285 2 1.5 11.25 LVL Edge 1.00 1.01 2750 285 750 2000000 2774 285 4 3 1.5 9.25 LVL Edge 1.00 1.04 2750 285 750 2000000 2963 285 3 1.5 11.25 LVL Edge 1.00 1.01 2750 285 750 2000000 2885 285 5 2 1.5 5.5 #2 SPF Edge 1.00 1.30 875 135 425 1400000 1138 135 Design Limit States A S. I_ El. %Load Bending Shear AL AL-0 SD Max.Span (2)2x10#2 SPF On Edge 27.75 42.78 197.86 2.8E+08 36% 167.6 444.6 184.7 203.3 144-in.(12-ft 0-in.) (2)2x12#2 SPF On Edge 33.75 63.28 355.96 5E+08 64% 144.9 310.6 184.7 203.3 (3)2x10#2 SPF On Edge 41.63 64.17 296.79 4.2E+08 36% 220.2 657.6 211.4 232.7 190-in.(15-ft 10-in.) (3)2x12#2 SPF On Edge 50.63 94.92 533.94 7.5E+08 64% 190.3 454.6 211.4 232.7 (2)1.5x9.25 LVL On Edge 27.75 42.78 197.86 4E+08 36% 288.4 918.0 208.0 229.0 208-in.(17-ft 4-in.) (2)1.5x11.25 LVL On Edge 33.75 63.28 355.96 7.1 E+08 64% 258.1 630.6 208.0 229.0 (3)1.5x9.25 LVL On Edge 41.63 64.17 296.79 5.9E+08 36% 360.2 1367.8 238.1 262.1 238-in.(19-ft 10-in.) (3)1.5x11.25 LVL On Edge 50.63 94.92 533.94 1.1E+09 64% 322.3 934.7 238.1 262.1 (2)2x6#2 SPF On Edge 16.50 15.13 41.59 5.8E+07 100% 64.8 101.5 77.9 85.8 64-in.(5-ft 4-in.) Minimum Bearing Length: Note: Bearing required to resist RTC above. Columns must be proportioned to carry axial load. End Reactions Min.Bearing Length (in.) Configuration RTC' RUB' 2.5 3.6 6.5 Full (2)2x10#2 SPF On Edge 849 0 0.80 0.67 0.67 0.67 (2)2x12#2 SPF On Edge 1528 0 1.44 1.20 1.20 1.20 (3)2x10#2 SPF On Edge 1116 0 1.05 0.75 0.58 0.58 (3)2x12#2 SPF On Edge 2007 0 1.89 1.35 1.05 1.05 (2)1.5x9.25 LVL On Edge 1219 0 0.65 0.54 0.54 0.54 (2)1.5x11.25 LVL On Edge 2194 0 1.17 0.97 0.97 0.97 (3)1.5x9.25 LVL On Edge 1396 0 0.74 0.53 0.41 0.41 (3)1.5x11.25 LVL On Edge 2511 0 1.34 0.96 0.74 0.74 (2)2x6#2 SPF On Edge 1063 0 1.00 0.83 0.83 0.83 Notes 1. Support and connection to support must be capable of resisting gravity,RTC, and uplift,RUL,forces. 2. Multiple members must be equally loaded or interconnected to transfer load sufficiently between individual members. 3. Automatically applied to three or more members 4. At bearing location,not less than 2/3 of header width should bear on the support. Typical bearing widths provided. Uplift connection at end of header members must be designed elsewhere. 4.3 23.0201 Design Wood Headers Mateline 2006-04-04.xls 2/12/2021 8:56 AM LVL(2) Page 1 of 1 Matewall Header Spans Simply Supported--Uniformly Distributed Load Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in.Unit Width Matewall,30 psf Ground Snow,20 psf Attic Live Load,40 psf 2nd Floor Live Cape Truss,6/12 Roof Pitch 0 Two Floors,Roof,Loft,&Ceiling Only Loading Conditions: 189-in.Unit Width Uniform Uplift(WuL)= 0 plf (0.6D+Wn) 117 mph(Exp C/End Zone) Uniform Dead Load(WIJ= 321 plf (D) 30 psf Ground Snow,6112 Pitch Uniform Live Load(wLL)= 786 plf (L) NDS Design Load(LANDS)= 1108 plf (D+L) Stress Adjustment Factors: Deflection Limits: LVL Design Criteria: Load Duration Factor(CD)= 1.00 L Deflection Limit:L 1360 LVL Trade Name: Microllam Repetitive Member Factor (Cr)= 1.15 L+0.5D Deflection Limit:L/ 240 LVL MOE(E)= 2000000 psi Repetitive Member Fac.LVL3(Cr)= 1.04 Volume effect exponent(e)= 0.136 Header Configurations: Tabulated Allowable QTyz b d Grade Species Orient. Cf. CFb Fb Fv Fcl E Fti F, 1 1 1.5 9.25 #2 SPF Edge 1.00 1.10 875 135 425 1400000 963 135 2 2 1.5 9.25 #2 SPF Edge 1.00 1.10 875 135 425 1400000 963 135 3 3 1.5 9.25 #2 SPF Edge 1.00 1.10 875 135 425 1400000 1107 135 4 1 1.5 9.25 LVL Edge 1.00 1.04 2750 285 750 2000000 2849 285 5 2 1.5 9.25 LVL Edge 1.00 1.04 2750 285 750 2000000 2849 285 6 3 1.5 9.25 LVL Edge 1.00 1.04 2750 285 750 2000000 2963 285 7 8 9 10 Design Limit States A S. Ix Bending Shear 4 4wsD RTC' Rurf Max.Span (1)2x10#2 SPF On Edge 13.88 21.39 98.93 42.2 45.6 76.7 82.5 1950 0 42-in.(3-ft 6-in.) (2)2x10#2 SPF On Edge 27.75 42.78 197.86 59.7 72.6 96.6 104.0 2757 0 59-in.(4-ft 11-in.) (3)2x10#2 SPF On Edge 41.63 64.17 296.79 78.5 99.7 110.6 119.0 3621 0 78-in.(6-ft 6-in.) (1)1.5x9.25 LVL On Edge 13.88 21.39 98.93 72.7 75.6 86.4 92.9 3354 0 72-in.(6-ft 0-in.) (2)1.5x9.25 LVL On Edge 27.75 42.78 197.86 102.8 132.7 108.8 117.1 4744 0 102-in.(8-ft 6-in.) (3)1.5x9.25 LVL On Edge 41.63 64.17 296.79 128.4 189.9 124.6 134.0 5748 0 124-in.(10-ft 4-in.) Minimum Bearing Length: Note: Bearing required to resist RTC above. Columns must be proportioned to carry axial load. Min.Bearing Length (in.) Min.Bearing Length"(in.) Configuration 2.5 3.5 5.5 Full Configuration 2.5 3.5 5.5 Full (1)2x10#2 SPF On Edge 3.06 3.06 3.06 3.06 (3)1.5x9.25 LVL On Edge 3.07 2.19 1.70 1.70 (2)2x10#2 SPF On Edge 2.59 2.16 2.16 2.16 (3)2x10#2 SPF On Edge 3.41 2.43 1.89 1.89 (1)1.5x9.25 LVL On Edge 2.98 2.98 2.98 2.98 (2)1.5x9.25 LVL On Edge 2.53 2.11 2.11 2.11 Notes 1. Support and connection to support must be capable of resisting gravity,RTC,and uplift,Rug,forces. 2. Multiple members must be equally loaded or interconnected to transfer load sufficiently between individual members. 3.Automatically applied to three or more members 4. At bearing location,not less than 2/3 of header width should bear on the support. Typical bearing widths provided. Uplift connection at end of header members must be designed elsewhere. 4.4 23.0201 Design Wood Headers Mateline 2006-04-04.xis 2/12/2021 8:57 AM LVL(2) Page 1 of 1 Matewall Header Spans Simply Supported--Uniformly Distributed Load Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in.Unit Width 40 psf Floor Live Load and 10 psf Floor Dead Load Only 40 psf Floor Live Load Loading Conditions: 189-in.Unit Width Uniform Uplift(wUL)= 0 plf (n/a) 117 mph(Exp C/End Zone) Uniform Dead Load(wDL)= 79 plf (D) 30 psf Ground Snow,6/12 Pitch Uniform Live Load(wLL)= 315 plf (L) NDS Design Load(LANDS)= 394 plf (D+L) Stress Adjustment Factors: Deflection Limits: LVL Design Criteria: Load Duration Factor(CD)= 1.00 L Deflection Limit:L/ 360 LVL Trade Name: Microllam Repetitive Member Factor (Cr)= 1.15 L+0.51)Deflection Limit:L/ 240 LVL MOE(E)= 2000000 psi Repetitive Member Fac.LVL3(Cr)= 1.04 Volume effect exponent(e)= 0.136 Header Configurations: Tabulated Allowable OTYZ b d Grade Species Orient. Cn, Crb Fb Fv F., E Fp F, 1 1 1.5 9.25 #2 SPF Edge 1.00 1.10 875 135 425 1400000 963 135 2 2 1.5 9.25 #2 SPF Edge 1.00 1.10 875 135 425 1400000 963 135 3 3 1.5 9.25 #2 SPF Edge 1.00 1.10 875 135 425 1400000 1107 135 4 1 1.5 9.25 LVL Edge 1.00 1.04 2750 285 750 2000000 2849 285 5 2 1.5 9.25 LVL Edge 1.00 1.04 2750 285 750 2000000 2849 285 6 3 1.5 9.25 LVL Edge 1.00 1.04 2750 285 750 2000000 2963 285 7 8 9 10 Design Limit States A S, Ixx Bending Shear AL AL-0 5D RTr' RUr' Max.Span (1)2x10#2 SPF On Edge 13.88 21.39 98.93 70.8 94.6 104.0 114.5 1162 0 70-in.(5-ft 10-in.) (2)2x10#2 SPF On Edge 27.75 42.78 197.86 100.2 170.7 131.1 144.3 1644 0 100-in.(8-ft 4-in.) (3)2x10#2 SPF On Edge 41.63 64.17 296.79 131.6 246.8 150.0 165.1 2159 0 131-in.(10-ft 11-in.) (1)1.5x9.25 LVL On Edge 13.88 21.39 98.93 121.9 179.2 117.2 128.9 1922 0 117-in.(9-ft 9-in.) (2)1.5x9.25 LVL On Edge 27.75 42.78 197.86 172.4 339.9 147.6 162.5 2422 0 147-in.(12-ft 3-in.) (3)1.5x9.25 LVL On Edge 41.63 64.17 296.79 215.3 500.6 169.0 186.0 2772 0 168-in.(14-ft 0-in.) Minimum Bearing Length: Note: Bearing required to resist RTC above. Columns must be proportioned to carry axial load. Min.Bearing Length (in.) Min.Bearing Length (in.) Configuration 2.5 3.5 6.5 Full Configuration 2.5 3.5 5.5 Full (1)2x10#2 SPF On Edge 1.82 1.82 1.82 1.82 (3)1.5x9.25 LVL On Edge 1.48 1.06 0.82 0.82 (2)2x10#2 SPF On Edge 1.55 1.29 1.29 1.29 (3)2x10#2 SPF On Edge 2.03 1.45 1.13 1.13 (1)1.5x9.25 LVL On Edge 1.71 1.71 1.71 1.71 (2)1.5x9.25 LVL On Edge 1.29 1.08 1.08 1.08 Notes 1. Support and connection to support must be capable of resisting gravity,R TL,and uplift,RUB,forces. 2. Multiple members must be equally loaded or interconnected to transfer load sufficiently between individual members. 3.Automatically applied to three or more members 4. At bearing location,not less than 2/3 of header width should bear on the support. Typical bearing widths provided. Uplift connection at end of header members must be designed elsewhere. 4.5 23.0301 Design Wood Columns Matewall 2015-03-18.xls 2/12/2021 9:09 AM Mateline Page 1 of 2 Marriage Wall Column Calculation Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in. Unit Width Matewall,30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch f1i Stud Configuration: Cape Loft,Roof&Ceiling Only Grade: #2 Wall Height(h)= 96.0 in. 189-in.Unit Width Species: SPF Top/Bottom Plate Thk(tp)= 3.0 in. 117 mph(Exp C/End Zone) width(b)= 1.5 in. Typical Spacing(s)= 16.0 in. 30 psf Ground Snow,6/12 Pitch depth(d)= 3.5 in. Deflection Limit:H/ 180 Center Column Configuration' Side Column Continous Beams (1)2x4#2 SPF 210-in.(17-ft 6-in.) 163-in.(13-ft Tin.) (2)2x4#2 SPF 436-in.(36-ft 4-in.) 327-in.(27-ft 3-in.) (3)2x4#2 SPF 662-in.(55-ft 2-in.) 491-in.(40-ft 11-in.) (4)2x4#2 SPF 889-in.(74-ft 1-in.) 655-in.(54-ft 7-in.) (5)2x4#2 SPF 1115-in.(92-ft 11-in.) 819-in.(68-ft 3-in.) (6)2x4#2 SPF 1341-in.(111-ft 9-in.) 983-in.(81-ft 11-in.) (7)2x4#2 SPF 1567-in.(130-ft Tin.) 1147-in.(95-ft Tin.) (8)2x4#2 SPF 1794-in.(149-ft 6-in.) 1311-in.(109-ft 3-in.) (9)2x4#2 SPF 2020-in.(168-ft 4-in.) 1475-in.(122-ft 11-in.) (10)2x4#2 SPF 2246-in.(187-ft 2-in.) 1639-in.(136-ft 7-in.) Continuous Header Side Column Side Column Tabulated Span Tabulated Span Center Column Must Center Column Side Column Be In Middle 1/3rd of Span Center Column f' Tabulated Span Notes: 1. All stud configurations are assumed to be braced against weak axis buckling by sheathing or gypsum fastened in place on at least one side. Wall engaging column is not to be less than 16-in.long. 2. Studs in columns may be considered as to maintain regular stud spacing(i.e.typical stud may be placed up to 16-in.from closest built-up column stud). 3. If the header drops below the ceiling requiring a jacklamb studs configuration,the number of studs given above corresponds to the nubmer fo required jack studs supporting the header. The number of jamb studs required shall be equal to one-half the number of jack studs rounded up to the nearest whole stud. 4. Clear span between columns including center columns,if present. Side columns are engaged to the wall running parallel to the opening considered. 5. Total clear span between side columns,including center column width/depth. Center columns are engaged to a wall running perpendicular to the opening considered. Spans provided are for the beam/header running continuous over the column without a splice. The center column must be located within the middle 1/3 of the overall opening supported. If located outside the middle 1/3 the beam cannot be continous over the column and must be spliced. Stiffeners must be added to header(s) over center columns so the width of the column is not more more than 1-1/2-in.wider than the header. 6. Jack studs must be at least as wide as header. Calculation does not consider the contribution of fasteners connecting the header to the jamb studs. 5.1 23.0301 Design Wood Columns Matewall 2015-03-18.xls 2/12/2021 9:09 AM Mateline Page 2 of 2 Marriage Wall Column Calculation (continued) Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in. Unit Width Matewall,30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch Loading Conditions: Axial Load Only Combined Uplift and Lateral: Axial Only Load(WNDS)= 235 plf(D+L) Uniform Uplift(WUL)_ -70 plf(0.6D+Wn) Bearing/Total Load(WT)= 235 plf(D+L) Lateral Load(W,at)= 3.8 psf(0.75W) Lateral Load Only Combined Axial&Lateral(Max Bending): Lateral Load(W,aJ= 5.0 psf(WI.J Axial Load(We)= 79 pit(25.9259259259259) Uplift Only Lateral Load(W,at)= 5.0 psf(W) Uniform Uplift(wuL)_ -70 plf(0.6D+Wn) Combined Axial&Lateral(Max Axial): Axial Load(Wc)= 196 plf(D+0.75(L+Lr)) Lateral Load(W,at)= 3.8 psf(0.75W) Stud Material Properties: Grade: #2 Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF Co C, Co Stress width(b)= 1.5 in. Fb= 875 1.50 1.60 1.15 -- 2415 psi depth(d)= 3.5 in. F�= 1150 1.15 1.00 -- 0.40 525 psi(gravity only) c= 0.8 F,= 1150 1.15 1.60 0.26 554 psi(combined) Idd= 26.6 F,= 450 1.50 1.60 -- 1080 psi FEE= 594 F,= 425 -- -- 425 psi E= 1400000 1400000 psi Emm= 510000 -- -- -- -- 510000 psi Configurations/Section Properties: Studs In Column 1 2 3 4 5 6 7 8 9 10 Area(in.2) 5.3 1&5 15.8 21.0 26.3 31.5 36.8 42.0 47.3 52.5 Ix(in.`) 5.4 10.7 16.1 21.4 26.8 32.2 37.5 42.9 48.2 53.6 Sx(in 3) 3.1 6.1 9.2 12.3 15.3 18.4 21.4 24.5 27.6 30.6 Maximum Tributary Spans(Axial Loads): Stud Axial Compression 141 281 422 562 703 844 984 1125 1265 1406 Stud Axial Tension 975 1951 2926 3902 4877 5853 6828 7804 8779 9755 Plate Perp.Compression 114 228 342 456 569 683 797 911 1025 1139 Deflection Limit State for 16-in.Tributary Width: Deflection Limit Check L/ 1172 2345 3517 4689 5862 7034 8207 9379 10551 11724 Maximum Tributary Spans(Combined Loads): Tension/Bending 916 1892 2867 3843 4818 5793 6769 7744 8720 9695 Comp./Bending(Max.Bending) 360 779 1206 1640 2071 2510 2943 3380 3822 4261 Comp./Bending(CSR) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Comp./Bending(Max.Comp.) 150 321 494 668 843 1018 1194 1373 1547 1725 Comp./Bending(CSR) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Result: 1 2 3 4 5 6 7 8 9 10 Max.Column Trib Span(in.) 114 228 342 456 569 683 797 911 1025 1139 Max.Side Column Opening(in.) 210 437 663 889 1115 1342 1568 1794 2020 2247 Max.Center Column Opening(in.) 164 328 492 656 820 984 1148 1312 1476 1640 5.2 23.0301 Design Wood Columns Matewall 2015-03-18.xis 2/12/2021 9:09 AM Mateline(2) Pagel of 2 Marriage Wall Column Calculation Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in.Unit Width Matewall,30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch ij Stud Configuration: One Floor,Loft,Roof&Ceiling Only Grade: #2 Wall Height(h)= 108.0 in. 189-in.Unit Width Species: SPF Top/Bottom Plate Thk(tp)= 3.0 in. 117 mph(Exp C/End Zone) width(b)= 1.5 in. Typical Spacing(s)= 16.0 in. 30 psf Ground Snow,6/12 Pitch depth(d)= 3.5 in. Deflection Limit:H/ 180 Center Column Configuration' Side Column' Continous Beam' (1)2x4#2 SPF 62-in.(5-ft 2-in.) 57-in.(4-ft 9-in.) (2)2x4#2 SPF 141-in.(11-ft 9-in.) 115-in.(9-ft 7-in.) (3)2x4#2 SPF 219-in.(18-ft 3-in.) 172-in.(14-ft 4-in.) (4)2x4#2 SPF 298-in.(24-ft 10-in.) 230-in.(19-ft 2-in.) (5)2x4#2 SPF 376-in.(31-ft 4-in.) 288-in.(24-ft 0-in.) (6)2x4#2 SPF 455-in.(37-ft 11-in.) 345-in.(28-ft 9-in.) (7)2x4#2 SPF 533-in.(44-ft 5-in.) 403-in.(33-ft 7-in.) (8)2x4#2 SPF 612-in.(51-ft 0-in.) 461-in.(38-ft 5-in.) (9)2x4#2 SPF 691-in.(57-ft 7-in.) 518-in.(43-ft 2-in.) (10)2x4#2 SPF 769-in.(64-ft 1-in.) 576-in.(48-ft 0-in.) Continuous Header Side Column Side Column Tabulated Span Tabulated Span Center Column Must Center Column Side Column Be In Middle 1/3rd of Span Center Column f' Tabulated Span Notes:1. All stud configurations are assumed to be braced against weak axis buckling by sheathing or gypsum fastened in place on at least one side. Wall engaging column is not to be less than 16-in.long. 2. Studs in columns may be considered as to maintain regular stud spacing(i.e.typical stud may be placed up to 16-in.from closest built-up column stud). 3. If the header drops below the ceiling requiring a jackfjamb studs configuration,the number of studs given above corresponds to the nubmer fo required jack studs supporting the header. The number of jamb studs required shall be equal to one-half the number of jack studs rounded up to the nearest whole stud. 4. Clear span between columns including center columns,if present. Side columns are engaged to the wall running parallel to the opening considered. 5. Total clear span between side columns,including center column width/depth. Center columns are engaged to a wall running perpendicular to the opening considered. Spans provided are for the beam/header running continuous over the column without a splice. The center column must be located within the middle 1/3 of the overall opening supported. If located outside the middle 1/3 the beam cannot be continous over the column and must be spliced. Stiffeners must be added to header(s) over center columns so the width of the column is not more more than 1-1/2-in.wider than the header. 6. Jack studs must be at least as wide as header. Calculation does not consider the contribution of fasteners connecting the header to the jamb studs. 5.3 23.0301 Design Wood Columns Matewall 2015-03-18.xis 2/12/2021 9:09 AM Mateline(2) Page 2 of 2 Marriage Wall Column Calculation (continued) Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: 189-in. Unit Width Matewall,30 psf Ground Snow,20 psf Attic Live Load Cape Truss,6/12 Roof Pitch Loading Conditions: Axial Load Only Combined Uplift and Lateral: Axial Only Load(WNDs)= 669 plf(D+L) Uniform Uplift(WUL)= 0 Of(0.6D+Wn) Bearing/Total Load(WT)= 669 Of(D+L) Lateral Load(W,,,)= 3.8 psf(0.75W) Lateral Load Only Combined Axial&Lateral(Max Bending): Lateral Load(W,,,)= 5.0 psf(W,,,) Axial Load(WB)= 198 Of(D) Uplift Only Lateral Load(W,,,)= 5.0 psf(W) Uniform Uplift(wuL)= 0 Of(0.6D+Wn) Combined Axial&Lateral(Max Axial): Axial Load(Wc)= 551 Of(D+0.75(L+Lr)) Lateral Load(W,,,)= 3.8 psf(0.75W) Stud Material Properties: Grade: #2 Tabulated Stress Adjustment Factors Allowable Species: SPF Stress CF CD C, C, Stress width(b)= 1.5 in. Fb= 875 1.50 1.60 1.15 -- 2415 psi depth(d)= 3.5 in. F,= 1150 1.15 1.00 -- 0.32 425 psi(gravity only) c= 0.8 Fc= 1150 1.15 1.60 0.21 442 psi(combined) I,/d= 30.0 F,= 450 1.50 1.60 -- 1080 psi F.E= 466 Fc1= 425 -- -- 425 psi E= 1400000 - 1400000 psi Ervin= 510000 510000 psi Configurations/Section Properties: Studs In Column 1 2 3 4 5 6 7 8 9, 10 Area(in.2) 5.3 10.5 15.8 21.0 26.3 31.5 36.8 42.0 47.3 52.5 Ix(in.`) 5.4 10.7 16.1 21.4 26.8 32.2 37.5 42.9 48.2 53.6 Sx(in.') 3.1 6.1 9.2 12.3 15.3 18.4 21.4 24.5 27.6 30.6 Maximum Tributary Spans(Axial Loads): Stud Axial Compression 40 80 120 160 200 240 281 321 361 401 Stud Axial Tension N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Plate Perp.Compression 40 80 120 160 200 240 280 320 360 400 Deflection Limit State for 16-in.Tributary Width: Deflection Limit Check L/ 823 1647 2470 3294 4117 4940 5764 6587 7410 8234 Maximum Tributary Spans(Combined Loads): Tension/Bending N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Comp./Bending(Max.Bending) 110 240 375 511 647 784 921 1059 1197 1337 Comp./Bending(CSR) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Comp./Bending(Max.Comp.) 41 89 137 186 235 285 334 384 434 483 Comp./Bending(CSR) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Result: 1 2 3 4 5 6 7 8 9 10 Max.Column Trib Span(in.) 40 80 120 160 200 240 280 320 360 400 Max.Side Column Opening(in.) 63 141 220 298 377 455 534 612 691 770 Max.Center Column Opening(in.) 58 115 173 231 288 346 404 461 519 576 5.4 Bed MW Beam.xls LVL Beam Analysis 2/12/2021 4:31 PM LVL Output Page 1 of 2 Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: Bedroom#1 MW Beam Member Properties: Material Properties: LVL Trade Name: Microllam b= 1.5 in. Tabulated Co CFb Allowable LVL MOE(E)= 2000000 psi d= 9.25 in. Fb= 2750 0.90 1.04 2564 psi Volume effect(e)= 0.136 A= 13.9 in.` F = 285 0.90 -- 257 psi plies= 1 Ix= 98.9 in.' F,= 750 -- 750 psi Sx= 21.4 in.' E= 2000000 2000000 psi Concentrated Loads: Uniform Loads: Case Magnitude Position Case Magnitude Position DL 60 plf Full Length L Deflection Limit:L/ 240 L+0.5D Deflection Limit:L/ 180 Beam Diagram: Load Case 0'-0" 16-2" DL+LL -485 -485 LL 0 0 W 0 0 Flexural Strength: Shear Strength: Mu= 23520 in.-Ibs Vu= 485 Ibs Mn= 54849.4 in.-Ibs Vn= 2373 Ibs Mu/Mn= 0.43 OK VuNn= 0.20 OK Deflection Limits: Minimum Bearing at Supports: LL Deflection:U 1000000 OK Put= 485 Ibs LL+0.5DL Deflection:U 833 OK Bearing Width,b= 1.5 in. Min.Length= 0.4 in. Notes:1. Multiple members must be equally loaded or interconnected to transfer load sufficiently between individual members. 2. Restraint against lateral moment and rotation must be provided at all support locations. 6.1 Bed 1 Side Point Load.xls Timber Beam Analysis 2/12/2021 4:31 PM Dim Output Page 1 of 1 Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: Bedroom#1 Sidewall Point Load Beam Member Properties: Material Properties: Grade: #2 plies= 2 Tabulated C, CFb C, Allowable Species: SPF A= 27.8 in.z Fb= 875 1.15 1.10 1.00 1107 psi b= 1.5 in. Ix= 197.9 in.' F = 135 1.15 -- -- 155 psi d= 9.25 in. Sx= 42.8 in.' F,= 425 -- 425 psi E= 1400000 1400000 psi Concentrated Loads: Uniform Loads: Case Magnitude Position Case Magnitude Position DL 485 Ibf 1'-6.06" LL 532 plf Full Length DL 177 plt Full Length W -156 plf Full Length L Deflection Limit:L/ 240 L+0.5D Deflection Limit:L/ 180 Beam Diagram: 1'-6.06" DL Load Case 0'-0" X-0 125" DL+LL -1311 -1311 LL -801 -801 W 234 234 Flexural Strength: Shear Strength: Unsupported Length,lu= 16 in. Vu= 1311 Ibs Effective Length Factor= 2.06 Vn= 2872 Ibs Effective Length,le= 32.96 in. VuNn= 0.46 OK Slenderness Ratio,Rb= 11.64 Fe= 1107 psi Minimum Bearing at Supports: FbE= 10332 psi FbE/Fb'= 9.3 Pu= 1311 Ibs Stability Factor,CL= 0.99 Bearing Width,b= 3 in. Min.Length= 1.0 in. Mu= 14029 in.-Ibs Mn= 47073 in.-Ibs Deflection Limits: Mu/Mn= 0.30 OK LL Deflection:U 10173 OK LL+0.5DL Deflection:U 7221 OK Notes:1. Multiple members must be equally loaded or interconnected to transfer load sufficiently between individual members. 2. Restraint against lateral moment and rotation must be provided at all support locations. 6.2 Bed1-WIC Beam.xls Timber Beam Analysis 2/12/2021 4:11 PM Dim Output Page 1 of 1 Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: Bedroom#1/WIC Beam Stacked(3)2x10 SPF#2 over(3)2x12 SPF#2 Member Properties: Material Properties: Grade: #2 plies= 6 Tabulated CD CFb Cr Allowable Species: SPF A= 83.3 in Fb= 875 1.15 1.10 1.15 1273 psi b= 1.5 in. Ix= 593.6 in.` F�= 135 1.15 -- -- 155 psi d= 9.25 in. Sx= 128.3 in.' F,= 425 -- 425 psi E= 1400000 -- 1400000 psi Concentrated Loads: Uniform Loads: Case Magnitude Position Case Magnitude Position LL 403 plf 5'-5"to 12'-0" DL 101 plf 5'-5"to 12'-0" LL 479 plf 0'-0"to 5'-5" DL 160 plf 0'-0"to 5'-5" W -162 plf 0'-0"to 5'-5" LL 53.2 plf Full Length DL 53.3 plf Full Length L Deflection Limit:L/ 360 L+0.5D Deflection Limit:L/ 240 Beam Diagram: Load Case 0'-0" 12'-0" DL+LL -4227 LL -3056 -3828 W 681 -2831 199 Flexural Strength: Shear Strength: Unsupported Length,lu= 16 in. Vu= 4227 Ibs Effective Length Factor= 2.06 Vn= 8616 Ibs Effective Length,le= 32.96 in. VuNn= 0.49 OK Slenderness Ratio,Rb= 11.64 Fb,= 1273 psi Minimum Bearing at Supports: FbE= 10332 psi FbE/Fb•= 8.1 Pu= 4227 Ibs Stability Factor,CL= 0.99 Bearing Width,b= 9 in. Min.Length= 1.1 in. Mu= 143976 in.-Ibs Mn= 162239 in.-Ibs Deflection Limits: Mu/Mn= 0.89 OK LL Deflection:U 525 OK LL+0.5DL Deflection:U 444 OK Notes: 1. Multiple members must be equally loaded or interconnected to transfer load sufficiently between individual members. 2. Restraint against lateral moment and rotation must be provided at all support locations. 6.3 WIC Inset Beam.xls Timber Beam Analysis 2/12/2021 4 11 PM Dim Output Page 1 of 1 Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: WIC Inset Beam (1st story ceiling) Member Properties: Material Properties: Grade: #2 plies= 3 Tabulated Co CFb Cr Allowable Species: SPF A= 50.6 in.z Fb= 875 1.15 1.00 1.15 1157 psi b= 1.5 in. Ix= 533.9 in.' F = 135 1.15 155 psi d= 11.25 in. Sx= 94.9 in.' Ft1= 425 425 psi E= 1400000 1400000 psi Concentrated Loads: Uniform Loads: Case Magnitude Position Case Magnitude Position LL 559 plf 5'-5"to 12'-0" DL 224 plf 5'-5"to 12'-0" W -128 plf 5'-5"to 12'-0" L Deflection Limit:L/ 360 L+0.513 Deflection Limit:L/240 Beam Diagram: Load Case 0'-0" 12'-0" DL+LL -1414 -3742 LL -1010 -2671 W 230 610 Flexural Strength: Shear Strength: Unsupported Length,lu= 16 in. Vu= 3691 Ibs Effective Length Factor= 2.06 Vn= 5240 Ibs Effective Length,le= 32.96 in. VuNn= 0.70 OK Slenderness Ratio,Rb= 12.84 Fb'= 1157 psi Minimum Bearing at Supports: FbE= 8495 psi FbE/Fb'= 7.3 Pu= 3742 Ibs Stability Factor,CL= 0.99 Bearing Width,b= 4.5 in. Min.Length= 2.0 in. Mu= 107265 in.-Ibs Mn= 108991 in.-Ibs Deflection Limits: Mu/Mn= 0.98 OK LL Deflection:U 711 OK LL+0.5DL Deflection:U 592 OK Notes: 1. Multiple members must be equally loaded or interconnected to transfer load sufficiently between individual members. 2. Restraint against lateral moment and rotation must be provided at all support locations. 6.4 Garage MW.xls LVL Beam Analysis 2/12/2021 4:37 PM LVL Output Page 1 of 2 Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: Garage MW Beam Member Properties: Material Properties: LVL Trade Name: Microllam b= 1.5 in. Tabulated Co CFb Allowable LVL MOE(E)= 2000000 psi d= 20 in. Fb= 2750 1.00 0.93 2565 psi Volume effect(e)= 0,136 A= 60.0 in.` F = 285 1.00 -- 285 psi plies= 2 Ix= 2000.0 in.` F,= 750 -- 750 psi Sx= 200.0 in.' E= 2000000 2000000 psi Concentrated Loads: Uniform Loads: Case Magnitude Position Case Magnitude Position LL 2830 Ibf 8'4" LL 240 pif Full Length DL 997 Ibf 8'-3" DL 60 plf Full Length W -199lbf 8'-3" LL 2670lbf 18'-11" DL 1070lbf 18'-11" W -610lbf L Deflection Limit:L/ 360 L+0.513 Deflection Limit:L/ 240 Beam Diagram: LL,DL,W LL,DL,W Load Case 0'-0" 1 g1-g" DL+LL -5349 -8146 LL -4131 -6111 W 142 667 Flexural Strength: Shear Strength: Mu= 407073 in.-Ibs Vu= 8143 Ibs Mn= 513087 in.-Ibs Vn= 11400 Ibs Mu/Mn= 0.79 OK VuNn= 0.71 OK Deflection Limits: Minimum Bearing at Supports: LL Deflection:U 567 OK Pu= 8146 Ibs LL+0.5DL Deflection:U 492 OK Bearing Width,b= 3 in. Min.Length= 3.6 in. Notes:1. Multiple members must be equally loaded or interconnected to transfer load sufficiently between individual members. 2. Restraint against lateral moment and rotation must be provided at all support locations. 6.5 Garage End Point.xls Timber Beam Analysis 2/12/2021 4:41 PM Dim Output Page 1 of 1 Client: Signature Building Systems of PA Job Number: SBSPA011121-11 Description: Garage Endwall Point Load Beam Member Properties: Material Properties: Grade: #2 plies= 3 Tabulated Co CFb Cr Allowable Species: SPF A= 41.6 in.Z Fb= 875 1.00 1.10 1.15 1107 psi b= 1.5 in. Ix= 296.8 in.° F = 135 1.00 -- -- 135 psi d= 9.25 in. Sx= 64.2 in.' F,= 425 -- 425 psi E= 1400000 1400000 psi Concentrated Loads: Uniform Loads: Case Magnitude Position Case Magnitude Position LL 30601bf 2'-3" DL 1170lbf 2'-3" W -681lbf 2'-3" L Deflection Limit:L/ 360 L+0.5D Deflection Limit:L/240 Beam Diagram: 2'-3" LL,DL,W Load Case 0'-0" T-0 125" DL+LL -1068 -3159 LL -772 -2284 509 Flexural lStrength: Shear Strength: Unsupported Length,lu= 16 in. Vu= 3159 Ibs Effective Length Factor= 2.06 Vn= 3746 Ibs Effective Length,le= 32.96 in. VuNn= 0.84 OK Slenderness Ratio,Rb= 11.64 Fe= 1107 psi Minimum Bearing at Supports: FbE= 10332 psi FbE/Fb•= 9.3 Pu= 3159 Ibs Stability Factor,CL= 0.99 Bearing Width,b= 4.5 in. Min.Length= 1.7 in. Mu= 28828 in.-Ibs Mn= 70609 in.-Ibs Deflection Limits: Mu/Mn= 0.41 OK LL Deflection:U 7099 OK LL+0.5DL Deflection:U 5957 OK Notes:1. Multiple members must be equally loaded or interconnected to transfer load sufficiently between individual members. 2. Restraint against lateral moment and rotation must be provided at all support locations. 6.6 23.0620 Design Roof Connections Transverse Truss 2008-06-18.xis 2/12/2021 8:35 AM Wall Connections Page 1 of 2 Sidewall Roof Connections Client: Signature Building Systems of PA 189-in.Unit Width Job Number: SBSPA011121-11 117 mph(Exp C/End Zone) 6/12 Pitch Loading Conditions: Vertical Loads: Module Width(B)= 189.0 in. Uplift= -192 plf(0.6D+W) Sidewall Overhang(Bo,)= 12.0 in. Dead= 246 pit(D) Maximum Wall Height(h)= 108 in. Lumber Species Min.SG:SPF Lateral Loads: W„,= 16.0 psf(MWFRS) W.,= 25.1 psf(C&C) Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for illustration purposes) Parameters diameter or staple size) Spacing Roof truss/rafter to plate(toe-nailed) Truss Spacing= 16 in.oc 0.131"x3"Nail 3 m F,= 151 Ibf 98 x 3"Screw 3 `o N Truss Spacing= 24 in.oc 0.131"x3"Nail 3 F,= 226 Ibf #8 x 3"Screw 3 w r �11 Edge rail to roof truss/rafter Truss Spacing= 16 in.oc 0.131"x3"Nail 5 F,= 256 Ibf 7/16"x2.5"x15 Ga.Staple 6 N 0 c Truss Spacing= 24 in.oc 0.131"x3"Nail 5 F,= 384 Ibf 7/16"x2.5"x15 Ga.Staple 8 w Strap to roof rail c N v � See Strap Calculation v W 7.1 23.0620 Design Roof Connections Transverse Truss 2008-06-18.xls 2/12/2021 8:35 AM Wall Connections Page 2 of 2 Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for illustration purposes) Parameters diameter or staple size) Spacing Sheathing to roof rail(in lieu of straps) Sheathing Type:OSB 0.131"x3"Nail 6-in.oc c Sheathing Thick.:3/8-in. 7/16"x2.5"x15 Ga.Staple 4-in.oc N Nominal Strength: 960 plf 7/16"x1.5"x16 Ga.Staples 4-in.oc v � Min.Width: 8.0 in. F,= 192 plf c W t Truss/Rafter Plate/Stud Connection Design Parameters Connector Fastening Fastening Roof truss/rafter to plate(connector) Spacing= 16 in.oc Simpson H5 (4)0.131"x1.5" (4)0.131"x1.5" - F,= 256 Ibf Simpson H3 (4)0.131"x2.5" (4)0.131"x2.5" Wind:End Zone USP RT12A (3)0.131"x2.5" (3)0.131"x2.5" USP RT15 (5)0.131"x1.5" (5)0.131"x2.5" Spacing= 24 in.oc Simpson H1 (6)0.131"x1.5" (4)0.131"x2.5" F,= 384 Ibf Simpson H10S (8)0.131"x1.5" (8)0.131"x1.5" Wind:End Zone USP RT12A (3)0.131"x2.5" (3)0.131"x2.5" USP RT15 (5)0.131"x1.5" (5)0.131"x2.5" ` 7.2 23.0610 Design Wall Connections 2008-06-18.xls 2/12/2021 8:35 AM Wall Connections Page 1 of 3 Sidewall Wall Connections Client: Signature Building Systems of PA 189-in.Unit Width Job Number: SBSPA011121-11 117 mph(Exp C/End Zone) 6/12 Pitch Loading Conditions: Vertical Loads: Module Width(B)= 189.0 in. Uplift= -192 plf(0.6D+W) Sidewall Overhang(Bo.)= 12.0 in. Dead= 246 plf(D) Maximum Wall Height(h)= 108 in. Lumber Species Min.SG: SPF Lateral Loads: Wiat= 16.0 psf(MWFRS) wiat= 25.1 psf(C&C) Connection Fastener Quantity per (fastener size and position exaggerated (minimum length and Connection or for illustration purposes) Parameters diameter or staple size) Spacing Top or bottom plate to stud(face nail) Stud Spacing= 16 in.oc 0.131"x3"Nail 3 F,= 151 Ibf 7/16"x2.5"x15 Ga,Staple 4 C c • N Stud Spacing= 24 in.oc 0.131"x3"Nail 3 W F,= 226 Ibf 7/16"x2.5"x15 Ga.Staple 5 i Double top plate F,= 113 plf 0.131"x3"Nail 12-in.oc 7/16"x2.5"x15 Ga.Staple 7-in.oc c • c N • W i Bottom plate to rim joist or blocking Stud Spacing= 16 in.oc #8 x 3"Screw 2 per bay F,= 151 Ibf 0.131"x3"Nail 2 per bay N 7/16"x2.5"x15 Ga.Staple 3 per bay a c Stud Spacing= 24 in.oc #8 x 3"Screw 3 per bay F,= 226 Ibf 0.131"x3"Nail 3 per bay W 7/16"x2.5"x15 Ga.Staple 4 per bay 7.3 Laura Petersen From: Malek Samad <maleksamad@gmail.com> Sent: Friday, April 23, 2021 2:33 PM To: Laura Petersen Subject: Re: Building Permit for 32 Lincoln Avenue The dig#04051-000-894 Malek A. Samad Clard Corp I Founder Mobile: (914) 906-0364 I Office: (914) 761-7648 1 Fax: (914) 761-7644 ClardCorp.com On Fri, Apr 23, 2021 at 2:17 PM Laura Petersen <LPetersen@ryebrook.org>wrote: Thank you Malek! I will email you when the permit is ready for pick up. Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone (914)939-0668 1 Fax (914) 939-5801 1 Ipetersen(a.ryebrook.org From: Malek Samad <maleksamad@gmail.com> Sent: Friday, April 23, 2021 2:12 PM To: Laura Petersen <LPetersen@ryebrook.or > Subject: Re: Building Permit for 32 Lincoln Avenue Hi Laura, Please find attached the documents that you requested. I am also attaching the certificates of insurance, they were dropped at the building dept. already. 1 X N t v Q } Qt�ectio�4 Z 'J �u N g W < �� cn Y u 17"� f W Q a F badaO fey IL r.0 w ILL) .T t E L = 4 U� ACORO® PO4/15,'2021 ATE(MM/DDNYYY) AC� CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: JEFFREY D KAVOVIT PHONE Lac No) M5-562-0852 845-562-0701 FAX, FARM FAMILY CASUALTY INSURANCE CO. E-MAIL : ADDRESS: 88 OLD ROUTE 9W,SUITE 100 INSURER s AFFORDING COVERAGE NAIC a NEW WINDSOR,NY 12553 INSURERA:FARM FAMILY CASUALTY INS. CO. 408-13803 INSURED INSURER B: ESPACES VERTS, INC. INSURERC: PO BOX 535 INSURERD: PURCHASE, NY 10577 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR jam WV0 POLICY NUMBER MMIDDNYYYI (MM/DDNYYYI LIMITS COMMERCIAL GENERAL LIABILITY A 3160X0125 8/2/20 8/2/21 EACH OCCURRENCE $ 1,000,000DAMAGE TO RENTED CLAIMS-MADE I OCCUR PREMISES Ea occurrence $ 100,000 X SELECT BUSINESS PKG MED EXP(Any one person) $ 5,000 PERSONAL B ADV INJURY $ 1,000,000 GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JECT 7 LOC PRODUCTS-COMP/OPAGG S 2,000,000 OTHER S A AvroMoNLELIABufY 31600O268 7/11/20 7/11/21 FO-abeMEIIDn(SINGLELIMR f 1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED D X SCHEDULED BODILY INJURY(Per accident) S X HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY X AUTOS ONLY Pere_;, $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMIS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION 3101W6509 8/21/20 8/21/21 X STATUTE ER _A AND EMPLOYERS'LIABILITY Y/N ANY OFFICER/MEMBERIPART E D7ECUTVE NIA E.L.EACH ACCIDENT $ 100,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S 100,000 If yes,describe under DESCRIPTION OF OPERATIONS belay E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) RE:32 LINCOLN AVE, RYE BROOK, NY 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 ACCORDANCE WITH THE POLICY PROVISIONS. 938 KING STREET RYE BROOK, NY 10573 AUTHORIZED REPRESENTATIVE a ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD oR Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board la.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured ESPACES VERTS, INC. 914-761-7648 PO BOX 535 1c.NYS Unemployment Insurance Employer Registration Number of PURCHASE, NY 10577 Insured Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e., a Wrap-Up Policy) Number 13-3523137 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) FARM FAMILY CASUALTY INSURANCE CO. VILLAGE OF RYE BROOK 938 KING STREET 3b. Policy Number of Entity Listed in Box"la" RYE BROOK, NY 10573 3101 W6509 3c.Policy effective period 08/21/2020 to 08/21/2021 3d.The Proprietor,Partners or Executive Officers are ❑ included. (Only check box if all partners/officers included) ® all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: JEFFREY KAVOVIT (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 4-15-2021 (Signature) (Date) Title: AGENT Telephone Number of authorized representative or licensed agent of insurance carrier: 845-562-0701 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 :tt,ti\Al�4i{ ::t:tC ',i4.Y 7'� i7•h��i��+iS+yA.,..... 4`8 ;�tfiir:��;�{yYyt...g�' `t . �.A.t...-vtNf>' •u+•,n�;t.:pr^a9:•'" ::•�. •{t7A� •••.;,7;ty',rlfr•}.�.1'k. ',t•;;�;7,! :`;{�� tt:, Vd `t1n�f11P 6y i(p�`�• n �� +:rn v, :Pn•Y lNY•: MDw•f•��A. ii?!.• _ yrst\ /l: �'}?OGy'o'�S•;,tt:... •f:•b COo•,. ,sA",pi @'at, p Ilil :r3Ydf . ill\ l yyj� RPYI.1 U 11 r d.. y2 . .�8 0 1 �jj Y• =rv�{{r ••�}y rt�;}lr .k'::V� 4 f•` J^:,. •`'tl1iy,t ,b00Pq. rlf,g 1,ti 0 Og910 ss,:,,•.�� p..0 14 1. `�i;` :•t;Q Y r+ar•, ': ®/'. �( •, , .f S. ,v• ,�.?r•)`��?pa i OOOd rr 1,s 3 .�, 1 d04d _ .•;\1,e41p EII _ $ r Y 1 4 0. .1 41 -•-• ••,•.� -' , b y \ + ' A 11� t[: t tir=it: e9 t:r p000 �1 U ytj}r tid000'4 i/i2 d Id 11004 1/.: is lzs xl�.. �r •. `..e' .n+; •W .a•i�1)ri h�iS 1,-�+ il'if#�• Coo .,r �' •t i 000�1��Q � 1 d40d11 € s. Idb,4,.y::;s..+' ��:' ' ulq v � h 51,4 0111 [ t\•4,4 /e°: �e.s\ten s Kitt, — ! f i�iv h141/g0�llly .' 400d011 V `�, �J � '-�•Ild/o/lll � r 11 0 Il:t�o — «his)►, °/ 1 1 _. : oyo i� O {,. M* ' vfcS': �QQG�DD Q, .-tR. ro¢ wr . _ry U -J M C .lam„'. ;� r ' J O .-. �1....-- cti o n Wit. 'r6Qa�ADD ,,� ,,,,, S..I �• �, tie .fKit. ''�s�.o t�i� �'^ � Q W L � a. Q� GO j11r����' •�.a OR i e io�ro ' Z Q Q � �?� Im o o w 00 Q `V..tea. '•�✓���..`:�7'. IV ^I M~ � � � b � 00 co $a a 7n U 4ch Qc )i �QQarsaDD ., er f~ '. .►'mob ' cn N z MST..^ II �•..,•c:.�:alG.2•S?:sY.rCC•.'':-''�i7iD: :'�""`'_ ....+•.-•-.%.^y,'•^'•aaL:'.... AFl ii a.'-•- ."'Ont.'.-...Fe. ACOI CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD"YYY) � 07/2sn021_ CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER NAME: JOLANTA BURY SAMY EXPERT BROKERGAE,INC. Ext: 718 389 1999 aAX c No): 718-389 0172 tN-W110 NORMAN AVENUE ADDRESS: INSURANCE@SAMYEXPERTCOM BROOKLYN,NY 11222 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: UTICA FIRST INSURANCE COMPANY INSURED INSURER 0: NYSIF INSURER C; SHELTERPOINT LIFE INSURANCE CO JK HEATING AND AC LLC INSURER D: 238 WAVERLY AVENUE,1FL INSURERE: MAMARONECK NY 10543 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDD/YYYY MM/DDIYYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRFNCE 5 1,000.000 ID CLAIMS-MADE zu ®OCCUR PREMISES(Ea occurrence) S 50,000 MED EXP(Any one person) $ 5,000 A X ART 5148370 08/27/2020 08/27/2021 PERSONAL BADV INJURY $ INCLUDED GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY 0 JET 0 LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY (Ea accident) $ ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS ONLY AUTOS ( ) HIRED NON-OWNED AUTOS ONLY AUTOS ONLY Per accident $ S UMBRELLA LIAB OCCUR FACHOCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY STATUTE ER B OFFICERIME BEREXCLUDED ANY ECUTIVEY❑ NIA W 2472147-4 05/OM021 05/08/2022 E.L.EACH ACCIDENT $ 100,000 (Mandatory in NH) C.L.DISEASE EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DISABILITY AND PAID FAMILY C LEAVE D555715 05/03/2021 05/03/2022 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE IS SUBJECT TO TERMS,CONDITIONS 8:EXCLUSIONS OF THE ACTUAL INSURANCE POLICY AT THE TIME OF ISSUANCE. VILLAGE OF RYE BROOK IS INCLUDED AS ADDITIONAL INSURED. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. VILLAGE OF RYE BROOK AUTHORIZED REPRESENTATIVE 938 KING STREET / RYE BROOK NY 10573 ©1988-20 D CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACOR NYSIF New York State Insurance Fund WESTCHESTER ONE,44 SOUTH BROADWAY, 10TH FLOOR,WHITE PLAINS,NY 10601-4411 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) Lei %oll ^A A A^A 926968391 SAMY EXPERT BROKERAGE INC 110 NORMAN AVE BROOKLYN NY 11222 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JK HEATING AND AC, LLC VILLAGE OF RYE BROOK 238 WAVERLY AVE 1 FL 938 KING STREET MAMARONECK NY 10543 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2472147-4 344781 05/08/2021 TO 05/08/2022 7/26/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2472147-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/IWWW.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: 511945564 U-26.3 ►+EW workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) ib.Business Telephone Number of Insured X HEATING AND AC LLC 914-575-7240 238 WAVERLY AVENUE, 1ST FLOOR MAMARONECK,NY 10543 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required ifcoverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 926968391 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company VILLAGE OF RYE BROOK 3b.Policy Number of Entity Listed in Box^1a" 938 KING STREET DBL555715 RYE BROOK, NY 10573 3c,Policy effective period 05/03/2021 to 05/02/2022 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law, B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. �� Date Signed 7/26/2021 By � �tY/hf (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail It directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only If Box 4C or 58 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed C>;V h 1l h r By 77 (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Cjtj a,JS Ty �(� Name and Title �- Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to Issue Form DB-120.1. Insurance brokers are NOT authorized to Issue this form. DB-120.1 (10-17) II 1 1°°°11° III III ) b-120.1 (10-1 /) 111 'MY 5 Ilk ti wall ,acoRO� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDlYVVVj 1111w_ / 1/8/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Edgewood Partners Insurance Center PHONE Amanda Massa FAX 1 American Lane lac.No.Eatf:203-658-0507 IMC, No): _ Greenwich CT 06831-2560 ADDRESS: amanda.massa@epicbrokers.com _ INSURER(S)AFFORDING COVERAGE NAIL X INSURER A:Charter Oak Fire Insurance Company 25615 INSURED PARAGASC INSURERS:Travelers Indemnity Company 25658 Paraco Gas Corp; Paraco Gas of CT Inc INSURERC:AXIS Surplus Insurance Co 26620 Paraco Gas of NJ LLC; Paraco Gas of NY Inc. 800 Westchester Ave, Suite 604 INSURERD: Rye Brook NY 10573 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:799914031 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICYNUMBER MM/DD/YYYY) (MM1DD[YYYY1 LIMITS A X COMMERCIAL GENERALLtABILITY Y1N6601P009026COF21 1/1/2021 1/1/2022 EACH OCCURRENCE $2,000,000 CLAIMS-MADE �OCCUR DAMAGE NTED -- PREMISES Ea occurrence 000,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000.000 _ POLICY PRO JECT LOC PRODUCTS-COMP/OP AGG $2,000.000 X OTHER $ B AUTOMOBILE LIABILITY Y1N8109J6196941ND21 1/1/2021 1/1/2022 COMBINED SINGLE LIMIT $2,000.000 Ea accident _ X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTYDAMAGE $ AUTOS ONLY AUTOS ONLY Per accident L 1 $ C UMBRELLALIAB N OCCUR P00100005161203 1/1/2021 1/1/2022 EACH OCCURRENCE $3,000,000 X EXCESS LIAR CLAIMS-MADE AGGREGATE $3,000,000 DED 1 1 RETENTION$ 1 $ q WORKERS COMPENSATION U88N6879022151D(AOS) 1/1/2021 1/1/2022 X STATUTE OERH B AND EMPLOYERS'LIABILITY Y/N U88N6862232151R(MA Only) 1/1/2021 1/1/2022 ANVPROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $1,000,000 OFF ICER/MEMBER EXCLUDED? N/A ---- (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000.000 If yes,describe under — DESCRIPTION OF OPERATIONS below I I E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village of Rye Brook 938 King Street Rye Brook NY 10573 AUTHORIZED REPRESENTATIVE 4 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD EW Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a. Legal Name&Address of Insured(use street address 1 b. Business Telephone Number of Insured only) 914-250-3700 Paraco Gas Corp. 800 Westchester Ave Suite 604 1c. NYS Unemployment Insurance Employer Registration Rye Brook, NY 10573 Number of Insured Work Location of Insured (Only required if coverage is specifically 1 d. Federal Employer Identification Number of Insured or Social limited to certain locations in New York State,i.e.,a Wrap-Up Policy) Security Number 13-3149941 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) THE CHARTER OAK FIRE INSURANCE COMPANY VILLAGE OF RYE BROOK 3b. Policy Number of entity listed in box 1a" 938 KING ST RYE BROOK, NY 10573 UB-8N687902-21-51-D 3c. Policy effective period 01-01-2021 to 01-01-2022 3d. The Proprietor, Partners or Executive Officer are ® included.(Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"T' insures the business referenced above in box "la" for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy).The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers' Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: STEPHANIE BAKER (Print nameof authorized representative or licensed agent of insurance carrier) Approved by: 10 � 12-30-2020 (Signature) (Date) Title: SR CUSTOMER SOLUTIONS REPRESENTATIVE Telephone Number of authorized representative or licensed agent of insurance carrier: 804-527-4852 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 W31 F3117 Laura Petersen From: Mike Izzo Sent: Saturday, July 31, 2021 5:34 AM To: Tara Gerardi; Laura Petersen Subject: Fwd: Message from Dig Safely New York, Inc. (DSNY) Sent from my iPhone Begin forwarded message: From: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> Date:July 30, 2021 at 11:40:29 AM EDT To: Mike Izzo<Mlzzo@ryebrook.org> Subject: Message from Dig Safely New York, Inc. (DSNY) Reply-To: Dig Safely New York Exactix<tickets@exactix.digsafelynewyork.com> ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 07/30/2021 11:39 To:VIL RYE BROOK PRIMARY Transmitted: 07/30/2021 11:40 00002 Ticket: 07301-000-931-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 30 To: 32 Name: LINCOLN AVE Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: LOCATE UP THE SHOULDER OF THE RD FROM HOUSE NBR 32 TO DEER RUN RD, : INCLUDING IN FRONT OF HOUSE NBR 30, ENDING AT HOUSE NBR 12 DEER RUN NearSt: TALCOTT RD & DEER RUN Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: SEWER LINE INSTALL Estimated Work Complete Date: 08/20/2021 Depth of excavation: 3 FEET Site dimensions: Length 300 FEET Width 5 FEET Start Date and Time: 08/13/2021 07:00 Must Start By: 08/27/2021 ------------------------------------------------------------------------------ Contact Name: DANNY ROMANELLO Company: LEA ROME INC Addr1: 21 PEEKSKILL HOLLOW RD Addr2: City: PUTNAM VALLEY State: NY Zip: 10579 Phone: 914-760-8204 Fax: Email: rome1913@aol.com 1 Field Contact: DANNY ROMANELLO Alt Phone: 914-760-8204 Email: rome1913@aol.com Working for: MALIK CONTRACTING ------------------------------------------------------------------------------ Comments: Lookup Type: MANUAL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/WSCHSTR CON-ED NYSDOT TFC POKPSE SUEZ WTR WESTCHESTER TWN-VIL HARRISON VIL RYE BROOK WESTCHESTER CTY SWR WESTCHESTER JOINT WTR 2 Laura Petersen From: Dig Safely New York Exactix <tickets@exactix.digsafelynewyork.com> Sent: Friday, September 10, 2021 3:22 PM To: Mike Izzo Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 09/10/2021 15:20 To: VIL RYE BROOK PRIMARY Transmitted: 09/10/2021 15:21 00003 Ticket: 09101-001-637-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: LINCOLN AVE Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: FRONT OF PROPERTY NearSt: CRAWFORD ST & TALCOTT RD Means of Excavation: BACKHOE Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: WATER LINE INSTALL Estimated Work Complete Date: 09/15/2021 Depth of excavation: 4 FEET Site dimensions: Length 60 FEET Width 18 INCHES Start Date and Time: 09/15/2021 07:00 Must Start By: 09/29/2021 ------------------------------------------------------------------------------ Contact Name: MALEK SAMAD Company: ESPACES VERTS Addrl: 23 BUCKOUT RD Addr2: City: WEST HARRISON State: NY Zip: 10604 Phone: 914-906-0364 Fax: Email: lynesamad@gmail.com Field Contact: MALEK SAMAD Alt Phone: 914-906-0364 Email: lynesamad@gmail.com Working for: ESPACES VERTS ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED SUEZ WTR WESTCHESTER TWN-VIL HARRISON VIL RYE BROOK WESTCHESTER CTY SWR WESTCHESTER JOINT WTR 1 Laura Petersen From: Dig Safely New York Exactix <tickets@exactix.digsafelynewyork.com> Sent: Friday, October 1, 2021 4:30 PM To: Mike Izzo Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 10/01/2021 16:30 To: VIL RYE BROOK PRIMARY Transmitted: 10/01/2021 16:30 00016 Ticket: 10011-001-899-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: LINCOLN AVE Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK OUT ENTIRE FRONT OF PROPERTY; CURB TO CURB; 20FT BEHIND ALL CURBS NearSt: Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 10/06/2021 Depth of excavation: Site dimensions: Start Date and Time: 10/06/2021 07:00 Must Start By: 10/21/2021 ------------------------------------------------------------------------------ Contact Name: EDWARD PESSOLANO Company: J FLETCHER CREAMER & SON INC Addrl: 101 E BROADWAY Addr2: City: HACKENSACK State: NJ Zip: 07601 Phone: 201-390-3947 Fax: Email: edward.pessolano@jfcson.us Field Contact: EDWARD PESSOLANO Alt Phone: 201-390-3947 Email: edward.pessolano@jfcson.us Working for: SUEZ CONTRACTOR ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/WSCHSTR 1 CONED SUEZ WTR WESTCHESTER TWN-VIL HARRISON VIL RYE BROOK WESTCHESTER CTY SWR WESTCHESTER JOINT WTR z Laura Petersen From: Dig Safely New York Exactix <tickets@exactix.digsafelynewyork.com> Sent: Wednesday, October 6, 2021 7:02 AM To: Mike Izzo Subject: Message from Dig Safely New York, Inc. (DSNY) ****LATE**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 10/06/2021 07:01 To: VIL RYE BROOK PRIMARY Transmitted: 10/06/2021 07:02 00001 Ticket: 10011-001-899-01 Type: Late Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: LINCOLN AVE Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK OUT ENTIRE FRONT OF PROPERTY; CURB TO CURB; 20FT BEHIND ALL CURBS NearSt: Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 10/06/2021 Depth of excavation: Site dimensions: Start Date and Time: 10/06/2021 07:00 Must Start By: 10/21/2021 ------------------------------------------------------------------------------ Contact Name: EDWARD PESSOLANO Company: J FLETCHER CREAMER & SON INC Addrl: 101 E BROADWAY Addr2: City: HACKENSACK State: NJ Zip: 07601 Phone: 201-390-3947 Fax: Email: edward.pessolano@jfcson.us Field Contact: EDWARD PESSOLANO Alt Phone: 201-390-3947 Email: edward.pessolano@jfcson.us Working for: SUEZ CONTRACTOR ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. . : Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR i CONED SUEZ WTR WESTCHESTER TWN-VIL HARRISON VIL RYE BROOK WESTCHESTER CTY SWR WESTCHESTER JOINT WTR z Laura Petersen From: Dig Safely New York Exactix <tickets@exactix.digsafelynewyork.com> Sent: Wednesday, November 17, 2021 8:31 PM To: Mike Izzo Subject: Message from Dig Safely New York, Inc. (DSNY) ****REGULAR**** DIG REQUEST from DSNY for: VIL RYE BROOK Taken: 11/17/2021 20:29 To: VIL RYE BROOK PRIMARY Transmitted: 11/17/2021 20:30 00004 Ticket: 11171-001-690-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: LINCOLN AVE Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: FRONT OF PROPERTY, LEFT SIDE OF PROPERTY AS FACING, WORK IN DRIVEWAY AREA, WORK IN SIDEWALK AREA NearSt: DEER RUN Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL SEWER SERVICE Estimated Work Complete Date: 12/15/2021 Depth of excavation: 4 FEET Site dimensions: Length 300 FEET Width 2 FEET Start Date and Time: 11/22/2021 07:00 Must Start By: 12/07/2021 ------------------------------------------------------------------------------ Contact Name: MARK ETRE Company: LAURA LI INDUSTRIES Addrl: 136 PARK LN Addr2 City: WEST HARRISON State: NY Zip: 10604 Phone: 914-760-6679 Fax: Email: metre@lauraliindustries.com Field Contact: MARK ETRE Alt Phone: 914-760-6679 Email: metre@lauraliindustries.com Working for: PRIVIT ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED SUEZ WTR WESTCHESTER 1 �► IE c E , E-- Fn EC - 5 2019 VILLAGE OF RYE BROOK BUILDING DEPARTMENT � OWNER NAME PROP ADDRESS PROPCITY Zip Code Section-Block-Lot #11 / .•� Kadiri,Joseph 8 Deer Run Port Chester 10573 135.57-1-3 KNIGHTSBRIDGE MANOR Dreschler, Robert Howard 15 Deer Run Port Chester 10573 135.57-1-20 ROAD I #15 #20 Town of Rye 122 N. Ridge St Port Chester 10573 135.58-1-23 � KNIGHTSBRIDGE KNIGHTSBRIDGE MANOR Delledonne Janine M 34 Lincoln Ave Port Chester 10573 135.49-1-1 MANOR ROAD ROAD Zheng Xiaodong 4TaIcott Rd Port Chester 10573 135.57-1-11 Schwartz, Robert 1 Talcott Rd Port Chester 10573 135.58-1-39 #36 Weiner, Kevin 17 Deer Run Port Chester 10573 135.57-1-18 #7 Henderson David 40 Lincoln Ave Port Chester 10573 135.49-1-2 #8 TOWN � / ILLAGE OF Radwin,Jerome 8TaIcott Rd Port Chester 10573 135.49- 1-13 .................. ............... HARRISON ❑ #9 O Lim John W 3 Talcott Rd Port Chester 10573 135.58-1-38 V/LLAGE OF Doria, Frank 9 Deer Run Port Chester 10573 135.57-1-4 #10 #40 RY BROOK Sack Alan 12 Deer Run Port Chester 10573 135.57-1-7 #15 Denn,Joseph 36 Lincoln Ave Port Chester 10573 135.49-1-1.1 #32 #34 Blanco, Luis A 30 Lincoln Ave Port Chester 10573 135.57-1-8 #16 #11 #30 Klimerman, Philip 2TaIcott Rd Port Chester 10573 135.57-1-10 o Vavolizza, Robert 7 Deer Run Port Chester 10573 135.57-1-2 Zverin, Alan 16 Deer Run Port Chester 10573 135.57-1-19 #17 #12 Slotnick Stuart P &Amy P 10 Deer Run Port Chester 10573 135.57-1-5 G Mast Richard J &Fran T 6 Talcott Rd Port Chester 10573 135.49-1-12 Visoky, Steven M 11 Deer Run Port Chester 10573 135.57-1-6 LIN LN AVE (SCENIC ROAD) LISTOKIN,YEHUDA 20 KNIGHTSBRIDGE MANOR RD Purchase 10577 0611.-105 �o 7� DENN,JOSEPH J 36 LINCOLN AVE Port Chester 10573 0611.-73 0 PURCHASE PROPERTIES INC 11 KNIGHTSBRIDGE MANOR RD Purchase 10577 0611.-103 CRAWFORD PARK #2 8 BOTCH MAN BRUCE 15 KNIGHTSBRIDGE MANOR RD Purchase 10577 0611.-104 0 #4 #6 # �O #1 lw #3 PROZCT: PROPOSED 2 LOT SUBDIVISION �� 32 LINCOLN AVENUE VILLAGE OF RYE BROOK 151 WESTCHESTER COUNTY - NEW YORK 3 3U) PUBLIC NOTICE MAILINGS MAP 0 6z HUDSON d� I1-Mlw I z z Drawn By.B T.K. ENGINEERING ShNt No. vi CONSULTING. P.C. 45 Knollwood Road-Sulta 201 Elmsford,NY 10623 � T:914-909-0420 F:914-560-2086 ©2019 IND BROOK L-.°- ___ ICRE USED Mll�500L6 7, 0- r U__ sow -5, E LIND 0 2021 wzr9 REVISE R 2 SET B AP IF 1�,1�1 I:11 1 1 1 - �7, �Lpi-.P G tsROOK E D::::::: U, LANS -------- R-35)2SZI.TA IN N,F D DO-1 01 N ----------- IL 17 71 13�F 7-7� 0 11 E 11 E 11 IF o EXISTING SEPTIC TO BE- fla Copy A t REMOVED IN ACCORDANCE `Es WITH WOUCH AEGY.LA ---------- E', N -F, LOCATION MAP ''PROPOSED PROVIDE A ,N RESSURE GT H15 _UM1I CoNSTAN T E I E�l 'T,'n F�APPROXIMATE_G(AMN OF NINE 16 V�' T kb 4.11Y 0,jo PROP RS ON ED TH 12*OF RA 330XL STORM TER CHAMBER, _.E SURROUNDED 6 ALL SIDES t 1 4 I V.(UNT G4 �4 4 01 "o MORI PROPOSED INSPECTO PORT WITH NDS 50 GRATE COVER RIM=109.0± ............ E, T RDOF DRAIN CONNED ALL ;1-TIE 6 S TO PROPOSEDl—C INSTALL SDR 11 LEADER CHAMBER WITH 510 HDPE (2)1 J"0,TVR;.11 S 1, C'12��R�E I PR OSE1 1IS1 M A'A.114;1'ED L LOW (N-12)PIPE 6 1.9%MIN. PRE RAIVATE `oRCEMA N SERVICES. FORCEMAI SERMV�T MA17NANCE OF EACH SERVICE o F EACH 3 1.RY'C`'"ME IN-0' l� PROVIDEA MINIM,. LINE IS RESPON UT OF A WA EI-L! F 7 THETHINCIVIDUAL PROPERTY v,,, _-EPMn Mr-TV G DO AT ALL T X X�_1E 11 F N T.1 T1.7N OWNER.(APPROXIMATEL'AI LINEAR FEET CINCH) it- 16 11_ii� MINIMUM OF 4'OF, o" _j GO --7 IR AT ALL TMES 'TE PROVIDE A niufFen� 11 Go j PROPOSED 4"0 PVC -35)SANITARY SEWER GIRD AE�I_ 'v TT SOP -T CONNECT PROPOSED SANITA!}Y I ' _E�'L PA9"C I of SERVICE 0 100%MIN.(TI'P) Mae, ,FORCE AIN NO SANITARY MANHOIE I\ 0 EXIST PROPOSED NA,LoN—GIVE 0 A TO-PRECA IS= PRECAST'A11NR ED I Cl,CR_W All,1-10 UGAIN2PSEMT LE SLOPES: Mp EL E SO SF ABOVE HIGH WATERALARM&BELOW BRIM DRAI IN pk Fl HOUSE SERMCE INVERT Ob MM-11S.O. II 1`� IN 1114V2�om,r PROPOSED CLEANOUT MANHOLE T II PROPOSED E-ONE MODEL SUMP7 SEWAGE PUMP DHI52-93 LOW PRESSURE (150 GALLON MA�ANVE OF F WNE2'F N, 1117 A CC Foss 0 FV� LL C70N AROUND ALL- A CENT TO THE -------------- CIETUR X XCA LEGEND �21 I 1� ZONE P ZONE PR:E'"E AR �2 11 DED AIP PROPOS C 264 ITS. I lr� R 1. IT OF DISTURBANCE P' . A. Y I-T r 'M 71-A71�/ ODR-11 LOW E TOTAL624 OFrnon METEP P PRESSURE PRIVATE rU.EMANN K ACE. Ll 1� o% DI co WTEIN EfLE R� I� P NDS BUFFER:620 SF Ay j _;�VENUE STEP SLOP S GD SF(AUL�35%) 0 11T x 01 4'G1 HER. I'M 11 " "_ / q�� -1 RY ALL TMECce A ri 'rA E, ,COl,ER AT U-TDA INSTALL SILT FENCE DOWN 12 7- E SLOPE OF ALL AREAS TO OP-D FROP-D AARA—E.WATER22A _AIR CRAWFORD M.A'.111�tl A D" E'TR _ BE,W$TURBI IRI IAEMB,TS .rD M TOXAL ROAF) STING)ZONING COMPLIANCE TABLE(E ZONING COMPLIANCE TABLE(PROPOSED) WETLANDS MITIGATION, _FOA11�11 11 NIAI I' A RE111A APLA 1111 11 R.. DISTRICT:A_12 .. DISTRICT:R-12 I ...... ..... `T L m 11.= 11�IM NE--A'`I=_A (01,F.rmlyFWsid...OI.H1.T) LOT9 9 (01,IRAfly ResidenceUict) Tree Removal TEST HOLE DATA:LOT 2 1E=1`1XIE- TAERMIN LOW IPITN AII-11. IRiA1A — — P,1 1 L.11 Type DiIHC,j IEIT IOUE o %HZE 80 1.FLI-IN 11 A111 1111 1111 INIS P") .1,1 ON 's-, 43,L28 IFIN-ll� D- m,pl, '�D IT lCl I I. (D) R,II — maple _. 8-6- -D 32 LINCOLN AVENUE STORMWATER A..'11- -D 12'11-IANI 11 MANAGEMENT PLAN BASED UPON IA4 EXISTING INFORMATION PROVIDED BY a<tOUL _7jid�(A) HLB -40 NOES/H A&G`f`L�lAN.A.1 P THOMAS C MERRITTS LAND SURVEYORS,15�0 - PROPOSED 2 LOT SUBDIVISION RI,R(IT .U-) G 17o II Id�(A) -E#2 P.C., DATED JUNE 8,2016 6- GEPUI E -,E TEMPORARY T , o TH sTET" ruop 26 REET R.E 1 32 LINCOLN AVENUE O� T 12-7GP -EII. 1,.1 —liK 1F 11 A.. SAND -1DL GRAPHIC SCALE VILLAGE OF RYE BROOK UOME WESTCHESTER COUNTY- NEW YORK N --TER BROWN W1 11 HADR(fo 1-mg,1.c-, F,II,hIA) (h,,g,) '0 E.�F H� L_-I.,AHI/HouR Finh 12� R"dLhaT�- 6-.— Maple TEIR1 0 NxO o"`G (IN SION PLAN _E PER. NI)1119� -.10 1. I,-- ,, �,-Ift N.ES,1.A rl I I DIM T� 0 6. HUDSON I MI,I,IdI,g 17.w% O'N., 1 2-1 =1 :401.: 4'"1 1A T- T, Cut/Fill S-y PROPERTY INFORMATION 1R/" E ITUAN 11 I I ROOM— PUNS IN""I BY I U.-THE)GF THE-I SED_l _F1111._.� 1 a -T PREPAIII 11.11 A I—�THE-EDUCA- ,, 1--m. A1.1-2DIG N/HCUR ZINO A' TERYE EA w. jA __ .- I K ,1II_ TjW,dl j�ii TU 1.— 164.49 Id. 11 E, c-1 UW. 0 N90:= D2017 \ ZONING DIS'1R',Ci:ft-2.5 SOIL'YPE6C 366 ' (6, 6 SF) (3,4G2 SF) v roWmM�c a E OF yARRISON O (1,B56 SF) \ VIL(.40F OF P'}T-BROOK (2,53E S,) _ \\ SOIL ttPE:ChB gtt �l0 � SOIL TYPE:SuB 3.SaB SE I (5,0�0 sFI (2,70I6 sF (3.126 sF)� (alfi3 sq sou TmePno / 1 ( pt/ / ( ` 1 zn01ol SF) ( \ / i LINCOJJ AVE(SCENIC ROAD) / SOIL IYPEUI, /ZOM1�ISTRICT:F-I`( 1 0 1 CRAWFORD PARK 2 / ( / 21439 SF - / 1{ (1.7J9 SF) (2,1}H SF) 1 zaNNc ols-tzacT:R-+z I (I 1 I I 4YMER INFORMATION: me/w d a an. PROPOSED 2 LOT SUBDIVISION LEGEND `z 32 LINCOLN AVENUE kt 32 LINCOLN AVENUE STORMWATER N VILLAGE OF RYE BROOK P—TM MANAGEMENT PLAN BASED UPON €m WESTCHESTER COUNTY— NEW YORK EXISTING INFORMATION PROVIDED BY THOMAS C MERRITTS LAND SURVEYORS, '"' manic P.C.,DATED JUNE 8,2016 1 p OFF—SITE ANALYSIS ao�r,oW�Y ——— GRAPHIC SCAU HUDSON = NIaP� 2 I �= oM�.tl a. ..K. gOl rypE _.____ 0 10 20 40 BO gr ENGINEERING Ch-N, N.s.' BWIuO eaux0am i CONSULTING,P.C. e`1/�'� /�/ 20N G Nc�2 1 inch=20 IG ®201 N RAFNOTES' FIFETTOUllTEARDDND Stone & Block Drop Inlet Protection Stabilized Construction Entrance Ell DLn CHAMBER r EDMPA.TLD D DCCWMAPI w FEE REEHAR X�ID KPECITE, AZR,` °` DE,r AND D ARADE H D ITDNE C 12.0'[3 RS mj �-- MAX BURIAL DEPTH F80 [152 mm]MIN. 11 HER As AMFNDM N,=TO TME°c rs RE•sT FILLINGIIAL L .ya.o° u2 mm1 MIN. slue s�aa n,w Ter m SECTION FFER ISEC Au RAN III TO ACT AGEITI CARs rreN�xPAREMPIT J. a 2.0 306 mm1 MIN. MTM aph w M�m S 58.0"[I413 mm]MIN. 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T C. 7° TRENCH BEDDING wITwa,ET REM REBAR m LEARY O.C.(TYP.) / v IOT $500 PSI FRENCH MIT T"" CONCR 1 �I Moo)MR ENTRAINED DBE E TRAIN aFAC' NnEC. — �RARK A�nNND K R"ENE°` 1 f 11 1 =� EDT SUBBASE- CODIiBE TYPE 2 I m Q o KIDNLDNTEoGE:NKTAIEDEARr,DELL.. ` Y01 ? �T,;�S.y' PROPOSED 2 LOT SUBDIVISION A.40ENe G ASPHALTIC MACADAM PROVIDE BOOT OR §w 1r y UNDIBNRBEp SEC110N A-A SECTION 8-B RING E03 PVC OR : � —1 g �� 32 LINCOLN AVENUE PAVEMENT REPLACEMENT EARTH DIP PIPE a ASINc I u N V y Q CONCRETE CURB STANDARD DAmN w cATcd Bnsw ml VILLAGE OF RYE BROOK »s BASIN TRAPY BY 'C on WESTCHESTER COUNTY— NEW YORK ' CAMPER..FOUNDRY A0 PIT-ERNAP NUMBER 25a0 Y ( y� OR APP20Vm EQUAL C3 x ILS � a D 18%18° PRECAST CONCRETE CATCH BASIN s HUDSON S-a"RAISE CCuvsE-NI.K.CLI ITEM,Sw.12,TYPE 1 a' ENGINEERING e< o. DISCRETE - - sza OAPs k £ CONSULTING.P.C. All AETERAnoxs OR REnsIONA a TLEAC PLANK.UNLss UDN III OR _ - - �" DRIVEWAY PAVEMENT SECTION € F,m - 5„ DEN TML DIREOnDu OF THE NYR ITDExKED AND REGICTTN DN D"ASID LD,Nr_.AP,L C-3 CIRRI 1-TIRE AD PER RAN, ININ,ED DEN111-FRI.,BAcvFlu -x TF IODDIAIDEF 1AIFF FAA I--, T T g"IT RAT E11.11.3 PPE F.- ITT, DR A I-A 11—ENTS 11ILL ED AIM TDAI TNE N ED.FIT,ED, or cRasENG END, 11-7-ATF,MIEFIRIATAFFBILID 1. Fr AN IIAAI` ED A'..1 CROSSING OF WATER LINE OVER 11 SANITARY SEWER ORSTORM DRAIN1011 F .N-LENENSV I IN .1011-1 11 _ A II Po „ INIATTRIBI EARI 11 11T P Tom. 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'1C I C.t1:u�l 7i u:.tuL'�t�1 i iC lui:li 11 ii Ei u ti:u:1131 I%I ui 1i �:1iu;,t1:. _1 i:E1:it: •U i�:. aDj U i` ON-SITE DECK ! f I 1 1 1 ......__.........___......,,..,.........__...__....__.......___...7 7-........-,,..._..............-,..-,,......._.......7 4.............•..._.........,,_........7.. � I I RIGHT ELEVATION SIDING IS SUPPLIED AND INSTALLED ON-SITE BY OTHERS ACCESS TO GRADE BY OTHERS L} � W z c:0 U M� o Z Cn¢j UJw o :0 I—z �?zw THIRD PARTY SEAL PE or RA SEAL >o o '-'-'�o �z0w U m= oNmU �� QMwI— w 2 � W U) w J cl Q w m cr- DRAWING: RIGHT ELEVATION SCALE: NTS SHEET: WARNING IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. �� TO ALTER THIS ITEM IN ANY WAY ENGINEERING# 1.LE ALL ELECTRICAL WIRING AND DEVICES INSTALLED BY ELECTRICAL SYMBOLS LEGEND CTICAL NOTES: Electrical Load Calculation 220158 MANUFACTURER SHALL BE DETERMINED NECESSARY AND DRAWN BY: CHECKED BY: PLACED IN ACCORDANCE WITH THE APPLICABLE VERSION OF THE $ SINGLE POLE SWITCH ❑J JUNCTION BOX Q 4"RECESSED LIGHT El WHOLE-HOUSE FAN Date: P 2/23/2021 Signature Building Systems MJC MK NATIONAL ELECTRICAL CODE.ACTUAL LOCATIONS OF ELECTRICAL DEVICES IN THE MODULES MAY VARY FROM THOSE $s THREE WAY SWITCH ® MAIN ELECTRIC PANEL Q 6"RECESSED CLG LIGHT EXHAUST FAN DATE: DEPICTED ON THESE PLANS,BUT IN ALL CASES SHALL CONFORM $4 FOUR WAY SWITCH m SUB-PANEL 5'RECESSED EYE RH RANGE HOOD Project Name/Number: 220158 10-22-20 TO THE APPLICABLE VERSION OF THE NATIONAL ELECTRICAL O BALL LIGHT CODE. �� � FURNACE SAFETY SWITCH s� cv 2. WALL SWITCHES TO BE 48",RECEPTACLES TO BE 14",AND $ (DISCONNECT)AT60 WP WEATHER PROOF WALL SCONCE CENTRAL VAC PORT A.F.F. Air Conditioning 15000 SALESMAN: COUNTERTOP RECEPTACLES TO BE 48"(38"VANITY)TO THE m THERMOSTAT GFI GROUND FAULT c UNDER CABINET LIGHT CIRCUIT INTERRUPTER co GARBAGE DISPOSAL CHRIS FREZZOLINI � O BOTTOM OF THE BOX FROM THE FINISHED FLOOR(HEIGHTS ARE LHMF ARC FAULT CIRCUIT MODEL: APPROXIMATE). DOOR CHIME BUTTON AFCI INTERRUPTER FLUORESCENT WALL LIGHT Central Electric Space Heating { 0 9 x .65) * 0 3. ANY WALL 2'-0"IN LENGTH OR GREATER WILL HAVE A MOISTURE-RESISTANT; TWO STORY RECEPTACLE(HABITABLE SPACE ONLY) DUPLEX RECEPTACLE MR APPROVED FOR WET LOCATIONS ® 2x2 FLUORESCENT LIGHT 4. KITCHEN COUNTERTOP RECEPTACLES SHALL BE INSTALLED IN 220 V RECEPTACLE CEILING LIGHT ® 2x4 FLUORESCENT LIGHT Less Than Four Separately Controlled m S SUCH A WAY SO THAT NO SPACE OF COUNTERTOP MEASURED Electric Space Heating Units { 0 x .65) " 0 ALONG THE WALL WILL EXCEED 2'-0', (4'-0'BETWEEN 2 RECEPS.) 1/2 SWITCHED RECEP FAN LIGHT COMBO ® SMOKE/CO COMBO AND NO COUNTERTOP SPACE GREATER THAN 12"WILL BE WITHOUT A RECEPTACLE.ALL RECEPTACLES WILL BE GFC! SWITCHED RECEPTACLE EXTERIOR LIGHT AC/DC SMOKE DETECTOR Four or More Separately Controlled PROTECTED. 0A/C RECEPTACLE VANITY LIGHT CO CO DETECTOR Electric Space Heating Units { 0 x .40) * 0 5. RECEPTACLES WILL BE ARRANGED SO THAT NO POINT ALONG THE WALL SHALL BE MORE THAN 6 FT FROM A RECEPTACLE. ® TV JACK SPOT LIGHT HD HEAT DETECTOR z 6. A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,WITHIN 10 * Use the larger of the air-conditioning or the o FT OF BEDROOMS,AND INTERCONNECTED WITH SMOKE ® PHONE JACK © PENDANT LIGHT P.E. PHOTO-ELECTRIC diversified demand of the heating load. w DETECTOR.(COMBINATION SMOKE AND CO DETECTOR MAY NOT ar BE USED IN THE STATE OF MA) o 7. SMOKE DETECTOR SHALL NOT BE LOCATED WITHIN 20 FEET OF Other Loads: `L o C'Cn KITCHEN OR 3 FEET OF BATHROOM AND IF LOCATED CLOSER LIGHT SCHEDULE Watts or Circuit Wire "'w c o THAN 3 FEET HORIZONTALLY FROM KITCHEN OR BATHROOM 200 AMP SERVICE PANEL DOOR WHEN HALLWAY OR OTHER ROOM RESTRICTS DETECTOR L HALL 75940-15 BREAKER BREAKER General Lighting SgFt Volt-Amps Ampacity Size o =0 MOUNTING OPTIONS THAN THAT SMOKE DETECTOR SHALL BE �i CIRCUIT SIZE WIRE WIRESIZE CIRCUIT Un m W Z IDENTIF. DESCRIPTION SIZE SIZE DESCRIPTION IDENTIF. 1 st Story { 2108 x 3) 6324 15 A 14-2 > 0-w g PHOTOELECTRIC TYPE. AMP VOLT AMP VOL LL w a.d 8. A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A L B BEDROOM 79543-15 1 SMALL APPLIANCE(AFCI) 2oA 110 12-2 12 2 20A 110 SMALL APPLIANCE(AFCI) 2 2nd Story ( 2040 x 3) 6120 15 A 14-2 m 0 a LIGHTING CIRCUIT AND PROVIDED ON EACH FLOOR LEVEL BATHROOM Z� 0 L 3 DINING ROOM(AFCI) 2oA 110 12 2 12 2 20A 110 REFRIG.(GFI IAFCI) 4 Small Appliance Circuits { 3 X 1500 ) 4500 20 A 12-2 �¢¢ INCLUDING BASEMENT OR CELLAR AND(IN MA FOR EACH 1200 5 WASHER(GFI IAFCI) 20A 110 12 2 12 2 20A 110 DISHWASHER 6 Range&Oven 11000 40 A 8-3 a�m I I ' OUTSISQ.FTDE OR PART OF)SHALL BE INSTALLED IN EACH BEDROOM, OK KITCHEN 79543-15 7 BATH GFI 20A 110 12-2 12-2 20A 110 SMALL APPLIANCE(AFCI) s Dishwasher 1500 20 A 12-2 0 0OUTSIDE EACH SEPARATE BEDROOM IN THE IMMEDIATE VICINITYLLj"N N OF BEDROOM,NEAR THE BASE OF ALL STAIRS WHERE SUCH 9 10 <"'M`'' RANGE 40A 220 8-3 10-3 30A 220 DRYER Garbage Disposal 0 20 A 12-2 0�N N STAIRS LEAD TO ANOTHER OCCUPIED FLOOR.THEY SHALL BE L KITCHEN 5326-15 11 12 o WIRED IN SUCH A WAY THAT ACTIVATION OF ONE WILL ACTIVATE S SINK 13 GENERAL LIGHTING(AFI) 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING(AFI) 14 Washer 1500 20 A 12-2 ALL,AND WITH NO INTERVENING SWITCHES.IF ADDITIONAL 15 GENERAL LIGHTING(AFI) 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING(AFI) 16 Dryer 5000 30 A 10-3 0 SMOKE DETECTORS ARE INSTALLED BY BUILDER THEY MUST BE DINING 31036-962 Cn c'c''r`)to'�cc INTERCONNECTED WITH ONES INSTALLED BY MODULAR �JD ROOM 17 GENERAL LIGHTING(AFI) 15A 110 14 2 14-2 15A 110 GENERAL LIGHTING(AFI) 18 Refrigerator 1500 20 A 12-2 w MANUFACTURER. 19 GENERAL LIGHTING(AFI) 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING(AFI) 20 Water Heater 5500 30 A 10-2 9. NONMETALLIC-SHEATHED CABLE SHALL BE TYPE NM-B. L NOOK 31035-962 21 GENERAL LIGHTING(AFI) 15A 110 1 14-2 12-2 20A 1 110 LAUNDRY GFI 22 Other 0 N/A N/A 10.CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABELED N 23 EXTERIOR GFI 20A 110 12-2 12-2 20A 110 GARAGE GFI 24 OR LISTED BY A NATIONALLY RECOGNIZED TESTING LAB.THE FOYER 25 GENERAL LIGHTING(AFI) 15A 110 14-2 1 14-2 15A 110 GENERAL LIGHTING(AFI) 26 UJ EQUIPMENT SHALL BE SUITABLE FOR LOCATION AND USE AND IN FLUSH& 51035-962 27 GENERAL LIGHTING(AFI) 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING(AFI) 28 Subtotal: 42944 COMPLIANCE WITH ITS LABEL AND LISTING. Yr HANGING 29 GENERAL LIGHTING(AFI) 15A 110 14-2 SPARE 30 11.ALL RECEPTACLES TO BE GROUNDED TYPE. FOYER 12.STEEL PROTECTORS TO BE USED AT INTERIOR PARTITIONS,AND HANGING HANGING 51075-962 31 WATER HEATER•" 30A 220 10-2 SPARE 32 First 10 KW of other loads @ 100% = 10000 Y EXTERIOR WALLS AS REQUIRED. 2-STORY 33 SPARE 34 13.ALL HOLES THROUGH PLATES IN WALL MUST BE FIREBLOCKED. CLOSET 35 SPARE 36 0 _ 14.AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS (�W.I.C. 8-3 40A 220 WALL OVEN Remainder of other loads @ 40/O ( 32944 x .40) - 13178 OF 10'-0"OR MORE IN LENGTH. L C STAIRS 5326-15 37 SPARE 38 15.CIRCUITS 07","8"&"33"ARE DEDICATED FOR CRAWL SPACE OR 39 SPARE SPARE 40 Heat or A/C from Above: Irl5000 ♦ Z BASEMENT WIRING OR EQUIPMENT INSTALLATION,AND ARE L C GARAGE 79543-15 INSTALLED BY BUILDER ON SITE(GFCI PROTECTED). 16.ALL GFI RECEPTACLES SHALL BE LOCATED IN A READILY FRONT EXT. 8510-26 ADDITIONAL NOTES: Total Calculated Load: = 38178 ACCESSIBLE LOCATION 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 SYSTEM INSTALLED ON-SITE BY OTHERS.THE WHOLE-HOUSE FAN SHALL Required Service Size: I PROVIDED WITH 4%OF FLOOR AREA WITH NATURAL VENTILATION, q 38178 240 = 159.1 Amps NON-VENTED RANGE HOODS MAY BE USED. SPOT LT WPLKIT2 BE WIRED FOR CONTINUOUS OPERATION AND IS REQUIRED BY CODE. 18.ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL 11128-QC 1505THE AIRFLOW RATE FOR THESE DWELLINGS ARE BASED ON TABLE M.4.31 --- MUST HAVE CIRCUITS WIRED INTO PANEL ON SITE. 5" Additional Sub-panel Size = 0 Amps Installed Panel Size = 200 Amps a 19.LOCATION OF ELECTRICAL PANEL IN CRAWL SPACE MODELS IS TO O RECESSED 11151AT-14 ( )OF THE 2018 IRC AND IS AS FOLLOWS: Max panel amps @ 80/o = 160 Amps COMPLY WITH ARTICLE 312 OF THE NATIONAL ELECTRICAL CODE. CAN DWELLING AREA= 4,147 SQ FT, 4 BEDROOM. Total Service Provided = 200 Amps 20.ALL OUTLETS SHALL BE ARC FAULT PROTECTED,INCLUDING 4" AIRFLOW REQUIRED= 90 CFM. c� Lu SMOKE DETECTOR. 4" RECESSED 1105 z � 21.ALL RECEPTACLES REQUIRED BY SECTION 210.52 SHALL BE CAN 2. BUILDER TO SUPPLY AND INSTALL(1)THERMOSTAT CAPABLE OF o} w>o Z TAMPER PROOF. 5 SUPPLYING OF AUTOMATICALLY ADJUSTING THE SPACE TEMPERATURE z o¢ 11128-QC >=o 22.CEILING LUMINAIRE BOXES SHALL BE RATED FOR 50 LB. E RECESSED 11136AT-15 SET POINT OF THE LARGEST ZONE. w=o FnZ Z w 23.BALCONIES,DECKS OR PORCHES WITH USABLE AREA OF SHALL EYEBALL THIRD PARTY SEAL PE or RA SEAL o S2 Woo cn BE PROVIDED WITH A RECEPTACLE LOCATED NO MORE THAN 6'-6" ap RECESSED 11128 QC 3. 90%OF THE LIGHTING FIXTURES SHALL HAVE HIGH EFFICACY LAMPS. LU Q Q Qmoo:_ABOVE AREA SURFACE. MOISTURE 11155AT-15 /� M ¢�,,w� 24.ALL FOYERS NOT PART OF A HALLWAY 10'-0"OR GREATER IN PROOF M�,Cn 2 >-w LENGTH,AND HAVING AN AREA GREATER THAN 60 SgFt SHALL FAN MINIMUM PROVIDED LOCAL EXHAUST RATES ,p�Y � U) UJ �¢ � HAVE RECEPTACLES LOCATED IN EACH WALL SPACE 3 Ft.OR F/L LIGHT 3677H AREA RATE C� � w MORE IN WIDTH AND UNBROKEN BY DOORWAYS,FLOOR TO CEILING WINDOWS AND SIMILAR OPENINGS LIGHT BAR 2 KITCHEN 100cfm INTERMITTENT or 25 cfm CONTINUOUS. o J VSB24 30 44035-962 ¢ 25.WHERE SWITCHES CONTROL LIGHTING LOADS SUPPLIED BY A 'a�� VSB48 bBL / ' m UJ BATHROOM GROUNDED GENERAL PURPOSE BRANCH CIRCUIT.THE VSB60 DBL 50cfm INTERMITTENT or 20 cfm CONTINUOUS. �Ar GROUNDED CIRCUIT CONDUCTOR SHALL BE PROVIDED AT THE LIGHT BAR 3 TOILET ROOM DRAWING: SWITCH LOCATION. 66 V5636,42,48,60 44036-962 ,t 26.GARAGES SHALL BE PROVIDED WITH GFI PROTECTED ` ELECTRICAL NOTES RECEPTACLES,INCLUDING ONES PROVIDED FOR DOOR OPENER. �► �3.24 3 A SCALE: NTS SHEET: WARNING IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY 6 ( ENGINEERING# I i I I ; 220158 I , 23 I DRAWN BY: CHECKED BY: I GFI DIMMER I MJC MK I ATE: �� - 10 GFI -22-20 _' I 4' ------------------- 4' I I .�-.:. .....�.),.........� ..�.--.-- .. J _�.._., � I SALESMAN: _ , I 1— I HAV-48-3 HYDRO I I I I I TOE KICK(4800 btu) �._. CHRIS FREZZOLINI 1 I SHIP LOOSE MODEL: KITCHEN 4' 1 1 j GFI I f � NOOK I � I I I I I TWO STORY I I I --- , )C-) I FAMILY ROOM i i L —� i i I i (i ci1' , m m l l l I I I I O I WIRE&BOX FOR 1 ( I! I I !I ( 1 I ON SITE CEILING ( I I i J I I I J GFI FAN/LIGHT I I I I I T —_— --- JBOX IN FLR FOR ON- I i I i I SITE ISLAND RECEPT I L ------------ I - I 1 4' 4' r _j I -- cn l m ( ,� 14 I r---- I I W 4'HWBB 3'HWBB W II ---------------------J mI I Of 4' Ir--- 4• r_. .� ,� � aIm 4• -- ------ --- 4" _ ----———— ———— p FIREPLACE, I I, — 2 _ IJI, 4 ,IN — — 3E/38 I �� ! I __—_- ___�---, c~n c~i� ,� F ... ---Al Ili-- A � ! I L---- - - ---- -- ------ I MU F o` I o w w 5'HWBB ! IJtI LL IIl! LL ll ! �� i I 1 r = I I cn a> L_ _J 0I c� I 1 z w Q a --- -- -J I z I O cr�cr z o � cows 2x6-0 W I , i LU� 4' I L 0 SM 3- ! I I ! I w W a-Q- I IL L !`�--�J-��I j ---- 4�-J I , 19 I w I ?w w II — — �4 -- ---� BUTLERS 4 1 1 # I o I m _ - Lt �J Z a- s Q• L__ I � I UNDER 16 PAf11TRY j-I i........_............,............_,,........,,..._.._....� l Ir — --- — ---- U-----I w a a I r,I LANDING I I !--- 1 I 4'HWBB a U� I I I LSJ — GFI 2x6 2x6 --------I BATH ------ y BATH FAN 1 1__ I` -}--- —7 ~N N N VENT P ;c o� 1 w I rI• 4' I I 24 0 I I I I I I I I { mIII GFI r----- , �N N CD LIVING ROOM I 1 f l 1; THWBB GFIca o,) 8 I I I I I 1 I z I r_J 0 2x6 :0 p I I _o WIRE&BOX FOR ( I 1 I ON SITE NG 1 , w FAN/LIGHT r- --------J � N , I I I I I I � 4' I L---- 4• I I I I �� �` or W IGARAGE I I I � �'I I 6 ------------------- 6 I r I I ' p I Ir---- I I I II �I — OPEN TO I I I — J DININ ROOM � r ABOVE 7 I , 11 Q ———— — CLG � ,, ,�CLG I 1 L I MOUNT " I, �'MOUNT ' FOYER� III I I f N I I ,, 11 1 , o! STUDY I ! I I0 io I I j I I 1j I 1 IN IN I WIRE&BOX FOR 1 j I O ON SITE CEILING FAN/LIGHT ! I 1 I I I I I I 4' ------------- 4" GFI I I I III I GFI 0 4• --------------cn 4' I I I I III I or I I m I I I 18 I wO 9'HWBB } 6F 5'HWBB 6'HWBB , , I , O U I 23 Z o o Z Z /P ------------------J /P ~o Z 0>O0 �Z Q}:U Z cnZ J THIRD PARTY SEAL PE or RA SEAL of >Y ��o cn o� woYW z p Lu LU Z3a p.nw= U mx QNm� cn FRONT N w ¢M o 9'-0"CEILING HEIGHT w C/) W J � Q W m Of DRAWING: 1ST FLOOR ELECTRICAL PLAN SCALE: NTS SHEET: WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY Q ENGINEERING# ALL BATH FANS ON THIS LEVEL 220158 WILL VENT UP THROUGH ROOF(TYP.) DRAWN BY: CHECKED BY: MJC MK 5'HWBB 6'HWBB WP I 6'HWBB 5'HWBB DATE: 10-22-20 4' ————————————————— -------------- { SALESMAN: I I I { I I CHRIS FREZZOLINI I I F/L co 10 i I I MODEL: I BEDROOM#3 N ( BEDROOM#4 TWO STORY { ------, I 29 � 28 I WIRE&BOX FOR I I ,� I WIRE&BOX FOR I m { ON SITE CEILING I I BA H I I ON SITE CEILING { m FANLIGHT { I I I FANILIGHT { QO I I I 4° I I I I I I I I I I DIM R JS SS 4' — uj4 II I GF I r — FI I t------J 27 z O 6'HWBB 6'HWBB > ! -"--—---—--———-- 2i SHIP LOOS SHIP LOOSE �I III 4' 1 WHF S O I S �- - --- -- L -J 2 Z>- L..._..... - - �\\ WP �// -------- ---------_---_ - ----- �-- O> \ 4' , { I TO ATTIC LT IMMER -- z w WOO I 0 ww�w m TO 1ST FLR -- —————————— -----� ( { in cn cr-z // \\ S3@STAIRS 21 -- lrl��� ——_..—_.... ._ I ( I > UJ w a ------ --� 7 I Ni{ I I w o LU LU 2 CL BATH# a �L 2x z0 Q , F �'• I I i I ___ _ I '- I i BEDROOM#1 I a 0 cn I { I�T01 ST FL — — I ( { I GFI I I L1 I {r 4" L._. S3 @DOOR 0 ---�j -- ----------_ I N N N 22 L--- o 0 #I { ( WIRE&BOX FOR WIRE&BOX FOR I ~N N N �i L —— — ———, I I I I '° I J — — ON SITE CEILING I ON SITE CEILING { r-c:4 c'j CIAFANLIGHT I FANILIGHT { CD n r-- z II II 1� I ICI I ! GFI i I O Lu . cnc,c+»►ncati I o I 2'H�►BB � ! f -- I w I� O 2x6 0 S /I r--J II 6 -----�---� uj 4' --------�I�-------- I w I I I WP / \ WP % 2 HWBB 2 HWBB \\ I I I411III I I I I I OPEN TO III 4° --------� L------- 4' Q BEDROOM#2 I BELOW 7 III , I I L---- I u L z o a ---------- I ------'i �----------� ` 4 3 1 o II , cnWIRE&BOX FOR 0 o � ON SITE CEILING COp 1I I II ! 4 FAN/LIGHT 15 O OF N co I r > ca m � BATH#1 I I I I I 6 ------------------,� J ! I \ WP ! { s Z cn V c) ----------- HF o UJI Z Lu"z OZ 0QoO � }U �Z ())ZZof THIRD PARTY SEAL PE or RA SEAL >ocr ry�ocn z p w �m= QM°� QNU >-� FRONT w � 8'-0"CEILING HEIGHT w J Q W m Of DRAWING: 2ND FLOOR ELECTRICAL PLAN SCALE: NTS SHEET: WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. 1 6 b 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 BUILDER/CONTRACTOR AND IS TO BE DONE IN ACCORDANCE W/STATE AND LOCAL CODES 220158 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: A B WASTE FIXTURE DRAINS A VERTICAL LEG('B'IN DIAGRAM)MAYBE 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 1/8'PER FOOT FOR 3'DIAMETER PIPE AND LARGER,1/4'PER FOOT FOR LESS THAN 3'DIAMETER MJC MK 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"VENT THRU ROOF 1 MINIMUM TRAP DIAMETER SHALL MEET CODES TO SEPTIC(BY BUILDER IN FIELD) VERTICAL PARTITION 6 WASHER SHALL HAVE MINIMUM 2'TRAP. 10-22-20 3"DROP T01 ST FLR 7 REMOVABLE TRAPS UNDER ALL SINKS TO PROVIDE CLEAN-OUT ACCESS C 2 THE DIAMETER OF SECTION SHALL BE EQUAL TO THE DIAMETER OF THE TRAP FIXTURE TEE 8 KITCHEN SINK SHALL HAVE 2'DRAIN WHEN A GARBAGE DISPOSAL OR DISHWASHER ARE CONNECTED SALESMAN: VENT 9 HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE 45'WYES,LONG SWEEP 90' TABLE P•220671 3 THE LENGTH OF SECTION'A'SHALL BE NOT LESS THAN 8'AND IN ACCORDANCE WITH TABLE P-2206 7 1 ELBOWS,LONG SWEEP WYE'S,6TH,8TH,OR 16TH BENDS,APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS CHRIS FREZZOLINI MAXIMUM LENGTH OF TRAP ARM"A" CONTINUOUS SHORT SWEEPS ARE PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION ON 3'PIPE AND LARGER 4 THE DIAMETER OF SECTION'B'SHALL BE ONE PIPE SIZE LARGER THAN THE DIAMETER OF SECTION A. NIPPLE OF WASTE 10 ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6"ABOVE THE FLOOD LEVEL OF THE HIGHEST FIXTURE IN THAT MODEL: DIA. LENGTH ANY LENGTH BRANCH THE LENGTH OF SECTION'"SHALL BE NOT MORE THAN 36 INCHES CLEANOUT 11 PVC-DWV PIPE SUPPORTS:AT BRANCHES,CHANGES IN DIRECTION,AND AT THE BASE,EACH FLOOR AND MID STORY(VERTICAL)MAXIMUM (INCHES) (FEET) 5 B EVERY 4'-0'AT THE END OF BRANCHES.AND CHANGE OF DIRECTIONS OR ELEVATION TWO STORY 1-1/4 3.5' CAP 1I' 12 PIPE PENETRATING FIRE RATED ASSEMBLIES INCLUDING FLOOR/CEILING SHALL BE FIRE STOPPED WHERE REQUIRED BY ALL CODES WITH 6 THE DIAMETER OF SECTION'C'SHALL BE ONE PIPE SIZE LARGER THAN THE DIAMETER OF SECTION'B' -4 GRADE =U U , 1-1/2 5' P-TRAP MATERIAL EQUIVALENT TO CONSTRUCTION THROUGH WHICH IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL,OR USE METAL PIPE m m PER FOOT FROM A MINIMUM OF ABOVE THE FIRE RATED ASSEMBLY AND DOWN 2 8' 7 THERE IS NO RESTRICTION ON THE LENGTH OF SECTION'C' 13 FIRE STOPPING SHALL BE PROVIDED AND VERIFIED BEFORE IT IS COVERED OR CONCEALED IN THE CONSTRUCTION PROCESS 3 10, 8 BENDS SHALL BE THE DIAMETER OF THE LARGEST CONNECTED SECTION SEDIMENT TRAP INSTALLATION 14. ANY STRUCTURAL MEMBER SUBJECT TO HOLE DRILLING.CUTTING,OR NOTCHING SHALL COMPLY WITH THE STRUCTURAL REQUIREMENTS 4 14' METHOD OF THE CODE IF THE LIMITS ARE EXCEED THE MEMBER SHALL BE LEFT IN A SAFE STRUCTURAL CONDITION BY BEING REINFORCED, REPAIRED,OR REPLACED IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE CODE VERTICAL 15. FIELD INSTALLED(ON-SITE)PIPING SHALL BE APPROVED BY THE LOCAL BUILDING CODE ENFORCEMENT OFFICER PIPING SHALL BE FIELD TESTED FOR AKS FIXTURE 12�FOOT VENT 16. BATH TUBS,INCLUDING GARDEN TUBS,HYDRO-MASSAGE,AND HOT TUBS SHALL HAVE A 1-1/2'MIN OVERFLOW DRAIN 17. JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT FLOORS,WALLS,&COUNTERTOPS 18. EACH FIXTURE SHALL BE INDIVIDUALLY DIRECT OR WET VENTED Z 19 EACH DWELLING UNIT SHALL HAVE ONE MAIN 3'STACK FROM BUILDING DRAIN O 20 ALL VENTS THROUGH ROOF TO BE 3'MIN DIAMETER AND SHALL TERMINATE ABOVE THE ROOF'VENT THRU ROOF DETAIL'FOR REQUIRED cn EXTENSION ABOVE THE ROOF LINE > w CLEAN 21 BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2'VENT TO BASEMENT STUBBED BELOW THE FIRST FLOOR,THEN CAPPED w 1/4 BEND AND LABELED BASEMENT VENT MAY BE DELETED WHEN CLOTHES WASHER IS ON THE FIRST OR SECOND FLOOR a` LONG TURN 1/8 BENDAl�l (LONG SWEEP OR OUT 2"HORIZ.DRAIN 22 ALL TRAP ARMS MUST BE SUPPORTED WITH 3/4'MINIMUM BEARING.(MA ONLY) Ow 23 ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS IN ACCORDANCE WITH APPLICABLE PLUMBING CODES Z F-U' TEE WYE SHORT SWEEP 24 TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET MAXIMUM VERTICAL DROP FROM FIXTURE OUTLET TO TRAP WEIR IS O w w SEE NOTES) AN AIR ADMITTANCE VALVE MAY BE USED IF THE "A"TRAP 24' Cn a> TO 3"VENT FIXTURE DOES NOT DRAIN INTO A VENTED LINE 25 INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS.CLEANOUTS OR SLIP JOINTS ACCESSIBLE TRAPS SHALL BE REMOVABLE WITH UNION IN z Ix w0 ui TEE TEE TEE TEE 1/4 BEND INLET SIZE TRAP SEAL OR HAVE CLEAN OUT OPENING SIZED THE SAME AS THE TRAP O z THRU ROOF Fn U)O` 26 MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE PLUMBING CODES w w g (NOT PERMITTED IN MA) 27 PIPING SHALL BE PROTECTED WITH SHIELD PLATES WHEN PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1-3/4'FROM EDGE OF w 0 cn a TEE MEMBER of J w w (MAY REINSTALLED ON-SITE 28 FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN 10 PIPE DIAMETERS DOWNSTREAM OF STACK 5 0 a OR IN FACTORY) "B"TRAP ARM BASE AND NOT CONNECT INTO SECOND FLOOR DRAIN STACK X Q Q 29. POTABLE WATER SYSTEM SHALL BE DISINFECTED ON SITE BY BUILDER IN ACCORDANCE WITH APPLICABLE STATE PLUMBING CODES w=F-- ' ' ' ' ' WASHER a c�cn ! ! ! I ! STANDPIPE HEIGHT SAN-TEE KITCHEN SINK 30. 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 31. ANTI-SIPHONING DEVICE,VACUUM BREAKERS,AND AIR GAPS FOR WATER DISTRIBUTION SYSTEMS"PROTECTION OF POTABLE WATER o 0 ( SUPPLY' L i N N N LAVATORY WITH BACK-TO- 321 WATER HEATER LOCATED AT OR ON LIVING SPACE LEVEL MUST HAVE AN ANTI-SIPHONING DEVICE INSTALLED ~N N N I = I I I (FIXTURE INSTAL- Z a BACK FIXTURES) CONTINUOUS 32 2 CLOTHES WASHER MUST HAVE AN ANTI-SIPHONING DEVICE INSTALLED(IF NOT BUILT INTO THE APPLIANCE) c CATION E I VENT SAN TEE WASTE 32. WATER HAMMER ARRESTORS SHALL BE INSTALLED WHERE QUICK CLOSING VALVES ARE UTILIZED(I E WASHING MACHINES AND DISHWASHERS) STACK) LAVATORY TAIL PIECE FOR P-TRAP VENTED LINE 33. AIR ADMITTANCE VALVES MAY BE USED WHERE YOU ARE NOT ABLE TO CONNECT TO A VENTED LINE OR VENT DIRECTLY THROUGH THE BACK-TO-BACK 4LAVATORY CONNECTION ROOF AIR ADMITTANCE VALVES SHALL BE SIZED ACCORDINGLY INSTALLED ON-SITE AFTER TESTING AND SHALL BE STATIC TYPE LOCATED INSTALLATION OVER FLOW AND WASTE A MINIMUM OF 6'ABOVE FLOOD LEVEL RIM OF THE HIGHEST FIXTURE LEVEL(NOT PERMITTED IN MA) > N ch u� ►, WET VENT THRU ) TO VENT D 34. PIPE INSTALLED DOWNSTREAM OF THE POINT OF DELIVERY SHALL NOT EXTEND THROUGH ANY TOWNHOUSE UNIT OTHER THAN THE UNIT w ONE D.F.U.ONLY TUB/SHOWER SERVED BY SUCH PIPING FP-TRAP P-TRAP THE VENT PIPE FROM A FIXTURE DRAIN,EXCEPT WATER CLOSETS AND SIMILAR SIPHONIC FIXTURES, 35. 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 WATER OR WHIRLPOOL BACK FLOW PROTECTION P-TRAP CLOSET P-TRAP OPTION SHALL NOT CONNECT BELOW THE TOP WEIR OF THE TRAP.THE VENT PIPE MAY BE CONNECTED AT A 36. TUB/SHOWER CONTROLS SHALL HAVE A HIGH LIMIT STOP SET TO LIMIT WATER TEMPERATURE TO A MAXIMUM IF 120'F I LOWER ELEVATION IF THE FOLLOWING ARE MET: 37. ALL FIXTUREIAPPLIANCE SHUT OFF VALVES IN THE SAME FLOOR AS THE FIXTURE/APPLIANCE AND SHALL BE WITHIN 30'OF uj 1.THE VERTICAL SECTION OF THE DRAIN PIPE SHALL FIXTURE/APPLIANCE SERVED FINISH 38. AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE LESS THAN 4'-0'DIRECTLY BELOW ANY DOOR,OPEN-ABLE WINDOW FLOOR SAN-TEEE BE AT LEAST ONE PIPE SIZE LARGER THAN THE TRAP OR OTHER AIR INTAKE OPENING OF THE BUILDING OR ADJACENT BUILDING NOR SHALL VENT TERMINALS BE LESS THAN 10'HORIZONTALLY INLET SIZE. UNLESS THE TOP OF THE VENT TERMINAL IS 3'-0'ABOVE THE TOP OF THE APPLICABLE OPENING 1/4 BEND 1/4 ISAN-TEE 39. OPENINGS IN OR ON STRUCTURES WHERE OPENINGS FOR THE PASSAGE OF PIPES IN WALLS,FLOORS OR CEILINGS SHALL BE PROTECTED E 3 LONG TURN CLOSET FLANGE 1/4 BEND 2.THE HORIZONTAL PIPE CONNECTED TO THE TRAP OUTLET SHALL FROM RODENTS WITH AN APPROVED PIPE COLLAR FASTENED TO THE ADJOINING STRUCTURE SEE ALTERNATE MATERIALS SECTION OF TEE WYE &1/4 BEND LONG SWEEP p-TRAP LON P-TRAP LONG SWEEP BE AT LEAST TWO PIPE DIAMETERS LONG. THE QA MANUAL FOR MATERIALS USED FOR COMPLIANCE OTHER THAN APPROVED PIPE COLLARS 3.THE DEVELOPED LENGTH OF THE TRAP ARM SHALL NOT 40 PLUMBING FIXTURES,DRAINS AND APPLIANCES USED TO RECEIVE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY KITCHEN SIN K/DISHWASHER/DISPOSAL WATER CLOSETS&MAIN VENT EXCEED THE VALUES STATED IN THE APPLICABLE PLUMBING CODES. CONNECTED Go THE DISPOSAL SYSTEM SITE CODE 41 ALL PLUMBING PRODUCTS AND MATERIALSLS SHAA PERLL BE LISTED BY A CERTIFICATION AGENCY AS COMPLYING WITH THE REFERENCED "A"-TRAP SIZE PER ALL APPLICABLE PLUMBING CODES STANDARDS AND IDENTIFIED IN ACCORDANCE WITH THE APPLICABLE CODE 'B'-TRAP ARM LENGTHS: 42 PLUMBING FIXTURES,OTHER THAN WATER CLOSETS SHALL BE PROVIDED WITH APPROVED STRAINERS,EXCEPT HUB DRAINS AND 1 1/4"TRAP-5'-0" STANDPIPES LONG TURN 43 WASTE RECEPTORS SHALL BE OF AN APPROVED TYPE,NOT INSTALLED IN BATHROOMS,ATTICS,CRAWL SPACES,INTERSTITIAL SPACES DOUBLE 1/4 BEN TEE WYE 1 1/2"TRAP-6'O" ABOVE CEILINGS AND BELOW FLOORS OR IN ANY INACCESSIBLE OR UNVENTED SPACE SUCH AS A CLOSET WASHER STANDPIPES ARE 2"TRAP-8'-0' ALLOWED IN BATHROOMS 3"TRAP-12'-0' 44 WATER CLOSET JOINTS SHALL BE MADE BY A CLOSET FLANGE OR A WASTE CONNECTOR WITH A SEALING GASKET 4'TRAP-16'-0" 45 INSULATION REQUIREMENTS FOR HOT WATER PIPE WITH A MINIMUM RESISTANCE OF R-3 SHALL BE REQUIRED IN THE FOLLOWING I 'C'-SIZE IS ONE SIZE LARGER THAN TRAP SIZE LOCATIONS 451 PIPING LARGER THAN 314"NOMINAL DIAMETER 1/4 BEND 'D"-DISTANCE FROM CROWN WEIR AND VENT CONNECTION 452 PIPING SERVING MORE THAN ONE DWELLING UNIT ACCORDING TO MAX.DISTANCE OF VENT FROM FIXTURE TRAP 453 PIPING LOCATED OUTSIDE THE CONDITIONED SPACE LONG TURN 454 PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD 455 PIPING LOCATED UNDER A FLOOR SLAB VENT DRAIN 456 BURIED PIPING 3"VENT FROM INSTALLATION AND WEATHERPROOFING 457 SUPPLY AND RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS TUB OVERFLOW 1 1/2' 1ST FLOOR VENT STANDPIPE 1 LONG TURN THRU ROOF PER MANUFACTURERS INSTRUCTIONS LU DRAIN " �� "VENT U o 18.MIN. LONG TURN 1/8 BEND Z o Z 42 MAX. 2" 1 1/2"SHOWER 3'VENT ¢} ww o 1 1/2' SAN.TEE FINISHED DRAINS TO DRAIN-BASED FINISHED FLOOR F--O z ca}00 2"TRAP FLOOR NON-HAZARDOUS ON 5.7 GPM LINE W I z0 CnZ z w TUB DRAIN LINE LOCATION FLOW OR LESS THIRD PARTY SEAL PE or RA SEAL > ��o FINISHED FLOOR *'VENT PIPE SHAL TERMINATE LLJ W_ LINE WASHER/WATER HEATER PAN AT LEAST 12"(NEW YORK:18"; U m= QM m 1 1/2'TRAP FINISHED MAINE:24")ABOVE THE ROOF "'cnn 2 }w / FLOOR LINE PAN IS REQUIRED WHERE A STORAGE TYPE WATER HEATER OR HOT 1 1/2"SHOWER 1.0, OR 6"ABOVE THE ANTICIPATED LidLu < of CLOTHES WASHER WATER STORAGE TANK IN INSTALLED IN A LOCATION WHERE WATER 1 1/2"TRAP DRAIN VENT THRU ROOF DETAIL SNOW ACCUMULATION, TUB/SHOWER LEAKAGE FROM THE TANK WILL CAUSE DAMAGE SHOWER WHICHEVER IS GREATER w J 3/4'DISHWASHER DRAIN 1 1/2"VENT �-3'MAIN VENT LOOPED HIGH AND THREADED 1 1/2"VENT m � &W.C.VENT THRU HOLE IN CABINET SIDE OR VENT EXTENSION BRANCH VENTS SECURELY FASTENED TO COUNTER 6"MIN OR DRAWING: DBL. AS REQUIRED OR WALL OR AIR GAP 6"ABOVE ANTICIPATED SAN SINK DRAINS SNOW ACCUMULATION VANITY 1 1/2" TEE < 2'VENT FOR GARBAGE • PLUMBING NOTE FUTURE BASE- DISPOSAL AIR GAP 1 DRAIN-\ ? SAN.TEE SAN MENT FIXTURES SAN.TEE TEE DISH- DISHWASHER PIPE INCREASER 1 1/2° FINISHED FLOOR SCALE: FINISHED FINISHED DRAIN LINE REDUCER(OCCURS NTS FLOWASHER 1 112" MIN 12"BELOW ROOF TRAP LINE 1 1/2"P-TRAP AIR GAP Li NE OOR-,,,,` 1 1/2"TRAP SHEET: MA-2" FITTING WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, WYE-BRANCH MA-2" FROST CLOSURE BATHROOM VANITY UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 7 WATER CLOSET AND MAIN VENT KITCHEN SINK/DISHWASHER/DISPOSAL FITTING KITCHEN SINK/DISHWASHER DETAIL TO ALTER THIS ITEM IN ANY WAY ENGINEERING# V.T.R. 220158 2" DRAWN BY: CHECKED BY: MJC MK I DATE: 10-22-20 I SALESMAN: I j CHRIS FREZZOLINI I MODEL: N j TWO STORY }U� 1 ! m-52m , N. •> I V.T.R. 3' 2" 1 \ 1 / z I ! > j ! gFn j - 1 w - oc o 3"! I ! ! !N Zwumi z a c c o���m cn cn w Z 1 •.��0 CN elfJww I I I mZa V.T.R. �¢¢ ! ! !a 3 2" rim 3p N N N G ! C.O. 2" �' , �q w 3 / 2''\ o'LNNCN ' / / I 3" z N //2" 2"/. \ I I o cn.'cr u->colr--,co p 2" N�\� // w�. \ 2' // V.T.R. j \� V.T.R. // =DRAIN tx ! •' ut // 2" V.T.R. ! 1 3! I ��� ��'► / t' -•—•—•- =VENT / \ — — =ON-SITE ! 2 > 3' / I \\ I I ZI N_ / 2"I ` I \ I •y'� I cn ME I• 2 `� ! ! I�Ps� I 1 �'N. V.T.R. # `■ \ ' 3" 3" 0 (D M . I I 1 2" 3" ! I ` N , I �� ! FLOOR DRAIN ! I OF N. S I ! ! j �� I URESEAL NN\ti 3pj j ! 1 \\ I I TRAPN. I I I j I I\ I /;�\'L I ! I N I j / N I \ " R Lu I CD — s 2" < W w o� �PJ 3"``\ I // `� ! 3" I o�Z OQ}o I �e—z U)zzQf V ` I �P� 1 3" Lu p 3 `` ! /3%'/ C§lk ``j• 1 THIRD PARTY SEAL PE or RA SEAL >0(n ry�o 0°= <M F-) 3' I `� 2" ! <N cn }w / "\ �, CL w < / \ 'L 0-1 >1 I J / Lu // `\ - m / 3" "'I 3"/// ! DRAWING: // I / DWV PLUMBING // I SCHEMATIC C.O. /// SCALE: 100, NTS o�aN�4p 31>� // � v SHEET: WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, n TO ALTER THIS ITEM IN ANY WAY. a ENGINEERING# TUB/SHWR 220158 T DRAWN BY: CHECKED BY: I MJC MK e112�, DATE: �� (NY)TABLE P2903.2 10-22-20 MAXIMUM FLOW RATES AND CONSUMPTION FOR SALESMAN: \ PLUMBING FIXTURES AND FIXTURE FITTINGSb CHRIS FREZZOLINI PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY MODEL: W.C. ` \ LAV SINK/DW LAVATORY FAUCET 1.5 gpm @ 60 psi TWO STORY W.C. SHOWER HEAD a 2.0 gpm @ 80 psi m \ SINK FAUCET 2.2 gpm @ 60 psi I LAVYy \ J 1/2" I I �y WASHER �\ WATER CLOSET 1.28 gallons per flushing cycle I 1--le /2" 3/4 FOR SI:1 GALLON=3.785 L,1 GALLON PER MINUTE=3.785 Um,1 POUND PER SQUARE INCH=6.895 kPa. I 3/4„ POI �� �� `�\ 1/2" a.A handheld shower spray shall be considered to be a shower head. 3/4 I I 1/� 3/411 1 3/4„ b.Consumption tolerances shall be determined from referenced standards Z 1/2" � 1/2" `\ c.The flush volume for a dual-flush water closet is defined as the composite,average flush o SINK/DW �� � i \ volume of two reduced flushes and one full flush. of "' 1/2, SHWR� o 1/2"�� 0 I 1 \ owu., 1/2" `\ z LU <�o of W on SHWR ` 1 `\\ 3/4Of° w / . > waa w mmo 3/4 Uai- < I w.c. .� 1 3/4" 3/4" I 3/411 Q � I I I I 3/4'�� 1/2 IN, "�J `�\ I LAV `\ N Norn N � 1/2 LAV �� I Nl. `�. SINK I I \ 1/2" Cn TUB o�N N 9 1 9 1 .� 100, N I I 1/2\ LAV 3/411 " /' 1/2\\ Z 1/2" * �\ /� I �i� i�4�� ` 0 NMiTCO 1/2 J I 1/2' \ 3/ > 3/4//j i 1/2 \ 1/211 ` I I ` � Uj Uj 1-13/4" I LAV I � \\ „111 * .1*1 1/2" qP' 3/4 1 1/2 � I ..\ I 1/2 W I � ICE MAKER I W'C' 3/4"~' D I ► ce / I '' V \ 3/4" I 3/411 ,� \ I ``\ 1 z \\ I =COLD 1 1 ---- HOT= t3`� ' •, . \ 3/4" I � aol •,\ I =HAMMER ARRESTOR "" 324 3� � � I 3/4 \\ I x =SHUT-OFF VALVE 1 OF 1 i - I WATER SUPPLY NOTES: z � v M� —oC> z ;z 1. ALL SUPPLY LINES ARE TYPE PEX U) z oQ}o I 1 2. FLOW RATES SHALL BE IN ACCORDANCE WITH TABLE P2903.2(NY) Z Z Z VACUUM I 3. ANTI-SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES SHALL BE INSTALLED THIRD PARTY SEAL PE or RA SEAL >@ W �0 oUJ RELIEF i IN THE WATER SUPPLY TO ALL SHOWER AND SHOWER/BATHING FIXTURES w Q of _ VALVE U m= Cn m c� 4. ANY VERTICAL WATER SUPPLY TUBING TO BE SUPPORTED 4'-0"O.C.BY STRAPPING <N� <M U w 1 5. PEX DISTRIBUTION SUPPORTS AT THE BASE AND AT EACH FLOOR NOT EXCEEDING wLU < 1 10-0, ON CENTER(VERTICAL)MAXIMUM EVERY 6-0, (HORIZONTAL) SHUT OFF w J w VALVE z ON-SITE J a � w >a WATER 0O z HEATER DRAWING: a 1" SUPPLY PLUMBING SCHEMATIC WATER PAN ON-SITE BY OTHERS SCALE: NTS TO MAIN SHEET: SUPPLY WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 7 h TO ALTER THIS ITEM IN ANY WAY. r u ENGINEERING# A 220158 DRAWN BY: CHECKED BY: MJC MK DATE: C C 10-22-20 B SALESMAN: B CHRIS FREZZOLINI MODEL: TWO STORY m S m F D D F ILI E E z 0 w 0 U- �oj= zLu0C% 0��ofU) SITE CONNECTIONS: M Z FACTORY CONNECTION: w g 1. FASTEN RIDGE BOARD TO RIDGE BOARD w/(3)0.131"x3° FASTEN RAILS TO TOP u uj w 0 FACE OR TOE-NAILS PER BAY. CHORD&FLIP RAFTER w/ m z (3)0.131"x3"END-NAILS. w=� I I : : I 2. INSTALL(1)1-1/4"x20ga STEEL STRAP ACROSS EVERY OTHER NO cn ' RAFTER,FASTENED w/(7)0.131"x 2.5"NAILS EACH END. W N N N Q N N N N N 2 1 r-SITE CONNECTIONS: 0 (n N M I to co I-cc FASTEN RIM TO RIM w/(3) > w SITE CONNECTION: 0.131"x 3"FACE OR INSTALL(1)1-1/41lx 20ga TOE-NAILS PER BAY. STEEL STRAP ACROSS W I RAFTER,FASTENED w/ (7)0.131"x3"NAILS EACH or D A SITE CONNECTIONS: �END,EA.TRUSS. AR Y FASTEN EA.END OF COLLAR TIE TO TOP FACTORY CONNECTIONS: r;£. FASTEN RIDGE TO FLIP RAFTER CHORD w/(13)0.131 x 3 FACE-NAILS OR y w/ 4 0.131"x3"END-NAILS. (6)SDS25300 SCREWS, EACH RAFTER. SITE CONNECTION: FACTORY CONNECTION: 93243A I 1.FOR STANDARD LUMBER-FASTEN RIM BANDS TOGETHER w/1/2" FASTEN OVERHANG RAIL " FACTORY CONNECTION: CARRIAGE BOLT w/NUT&WASHER @ 48 o/c. FOR LVL LUMBER- TO OVERHANG BLOCKOF RAIL TO BOTTOM CHORD FASTEN RIM BANDS TOGETHER w/1/2„CARRIAGE BOLT w/NUT& WITH(2)#8x3"SCREWS, wl( 0.131x3"NAILS EA. WASHER @ 16"o/c.(SHIM AS REQUIRED.) EA.BLOCK. RAFTER. 2.FASTEN BOTTOM CHORD TO BOTTOM CHORD ACROSS MATE z Lu M} LINE w/(1)SIMPSON CS-16 STRAP AND(11)8d NAILS EA.SIDE OF SITE CONNECTION: —o o z z JOINT,EACH RAFTER. FASTEN OVERHANG RAIL z pZ}00 TO SIDEWALL WITH(2) Lu n 0 cn 1 z w SITE CONNECTIONS: 2 #8x3"SCREWS EA.BAY. THIRD PARTY SEAL PE or RA SEAL U o W �`o0uj 1.FASTEN KNEE WALL TO BOTTOM CHORD U°_ ON m cn w/ 2 16d NAILS EACH RAFTER. M ( ) �Nw Q }w 2.FASTEN KNEE WALL TO BOTTOM CHORD FACTORY Lu C/) w/(1)SIMPSON LTS12 STRAP w/(6)10d CONNECTION: o Q NAILS EACH END,EACH RAFTER. TOE-NAIL w# FACTORY CONNECTION: RAFTER TO TOP 0D Q� RAIL TO SIDEWALL w/(1)1-1/4"x20 PLATE w/(2) DRAWING: 1 ga.STEEL STRAP @ 48"oc. 0.1310"NAILS FASTENED w/(7)0.13lx 2.5"NAILS EA.TRUSS FASTENING DETAILS EACH END. D E � SCALE: NTS SHEET: _ WARNING.IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON. UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER Q TO ALTER THIS ITEM IN ANY WAY. 8 ENGINEERING# FASTEN 2-PLY RIDGE BOARD TOGETHER (2)2x10 SPF#2 RIDGE BOARD 220158 DRAWN BY: CHECKED BY: w/(3)0.131 x3"NAILS PER BAY. 2x8 SPF#2 CRICKET RAFTERS @ 16"O.C. MJC MK STRAP ACROSS RIDGE DATE: w/(1)LSTA15 STRAP,EA.RAFTER. �o-2z-zo SALESMAN: CHRIS FREZZOLINI MODEL: TWO STORY oo m��mII ATTACH EA.CRICKET RAFTER TO RIDGE BOARD 2x8 SPF#2 CRICKET PLATE w/(4)0.1310 TOE-NAILS. ATTACH CRICKET PLATE TO MAIN ROOF ATTACH EA.CRICKET RAFTER w/(3)#80"SCREWS,AT EACH INTERSECTING TO PLATE ROOF TOP CHORD(SITE CONNECTION) cn z 0 w/(4)0.1310"TOE-NAILS. w 0 U- ocncn cn Q z WC30 o LJ LLJ _ w�U) W W > LLJ a LLI d � WC) W m'z Q< W=F- i . : : : a 0 Cn o O CRICKET FASTENING DETAIL W N N N F-U.)c;A Q N N N c v-N N ��O Z O�NMI tnCDf� DA W Ally . W 4 3A zn $1L OF ATTACH BUMPOUT SIDE WALLS ; TO MAIN HOUSE w/0.131x3"NAILS @ 6"o.c.FOR THE HEIGHT OF THE WALL 2x10 SPF#2 FLOOR JOISTS @ 16"O.C. FULL-HEIGHT BLOCKING BETWEEN JOISTS '� INVERTED JOIST HANGER z o � 2x4 SPF#2 WALLS 4-0 (2)2x10 SPF#2 16"O.C. ~o- o>o 0 BACK SPAN Q @ 16 O.C. 2xl0 SPF#2 FLOOR JOISTS @ 16"O.C. w o �Z Z w THIRD PARTY SEAL PE or RA SEAL >0(n Lu0 o (2)2x10 SPF#2 FLOOR BANDS � � m= Q m N n G }W C/) W Q R-30 INSULATION FLOOR OR PERIMETER INSULATION `) ON-SITE BY OTHERS Q J J H WEATHER-PROOFING 2'-0" FOUNDATION WALL m ui c I ON-SITE BY OTHERS DRAWING: SIMPSON H2.5A EACH JOIST TO SILL(SITE CONNECTION) FASTENING DETAILS SCALE: CANTILEVERED CHASE DETAIL SHEET: NTS WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY 8 Q ENGINEERING# 220158 DRAWN BY: CHECKED BY: MJC MK DA DATE: 10-22-20 SHIM AT RIDGE AS REQUIRED � � SALESMAN: 2x6 SPF#2 RIDGE + � CHRIS FREZZOLINI 2x6 SPF#2 FLIP RAFTER MODEL: SITE CONNECTION: @ 16'o/c TWO STORY FASTEN FLOOR BANDS TO CEILING BANDS w/LAPPED COLLAR TIE m 0 v 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15#ROOF UNDERLAYMENT(ASTM D 226 TYPE 1).SHINGLE TO COMPLY WITH m SHEATHING& ASTM D 225 OR D 1970 WIND RESISTANCE.ASPHALT SHINGLE TO (2)ROWS OF 0.131x2.5"NAILS COMPLY WITH ASTM D 7158 CLASS G OR H,OR ASTM D 3161 , @ 12"o.c.INTO EACH. 1/2"24/16 APA RATED ROOF DECKING(MIN.). A Al t ., NON HABITABLE SPACE . % 431 MANUFACTURED TRUSSES @ 16'o/c A' 2x4 KNEEWALL ICE SHIELD 36'WIDE OF p U) SITE CONNECTION: APPROVED APPROVED 1"AIR SPACE AT EACH RAFTER w FASTEN FLOOR BANDS TO DRAFTSTOPPING DRAFTSTOPPING CC CEILING BANDS w/0.131x3" MATERIAL"" MATERIAL"' Ow TOE-NAILS @ 5"o.c. _ z �. � (_X;�Y. .., /1r\(vI 2x6 SUBFACIA p c~i�uj M % z wCyC3 © R-38 KRAFT BACKED INSULATION w w 112"GYPSUM BOARD 3'x 1/2' BEARING STRIP P R-21 KRAFT BACKED INSULATION � co w z PER THERMAL REQUIREMENTS BEARING STRIP �r PER THERMAL REQUIREMENTS j w w a DOUBLE 2x4 SPF#2 DBL 2x6 SPF#2 cn o } TOP PLATES TOP PLATES m z a- VINYL SIDING(ON SITE BY OTHERS) w= 0 2x4 SPF#2 STUDS @ 16'O/C a v c ii SITE CONNECTION: co 2x6 SPF#2 STUDS @ 16'O/C FASTEN FLOOR BANDS TO SILL 1/2'GYPSUM BOARD o 0 112"GYPSUM BOARD 7/16°24/16 APA RATED u j N N N PLATE w/LAPPED SHEATHING& 1l WALL SHEATHING ~N N N I = I I Q , N N (1)ROW OF 0.131 x2.5"NAILS 2x6 SPF#2 �- @ 6"o.c.INTO EACH. , BOTTOM PLATES } INFILTRATION BARRIER z B 2x10 SPF#2 JOISTS @ 12'O/C 23/32"24/16 APA RATED 2x10 SPF#2 JOISTS @ 16'O/C TO COMPLY WITH ASTM D226 p (15'-9'WIDE MODULES) (2)2x10 SPF#2 T&G FLOOR SHEATHING 2"RIGID FOAM INSULATION Cn.-N m u-)co r� di (AVG.R-VALUE=R-13) _ w (2)2x10 SPF#2 PERIMETER BANDS () x1 PERIMETER AN WI ��<< SITE CONNECTION: L 1/2"BOLT w/NUT FASTEN FLOOR BANDS TO 2x6 SPF#2 CEILING JOISTS &WASHER @ 48'O/C 1/2"GYPSUM BOARD 91 SILL w/0.1310"TOE-NAILS @ 16'O/C 2x6 SPF#2 R-21 KAFT BACKED(2)2x12 SPF#2 DOUBLE 2x4 SPF#2 DB OP PLATES PER THERMAL REQUIREMENTS ION @ 5"O.C. TOP PLATES �^ r 1 1 r O } c 1 VINYL SIDING(ON SITE BY OTHERS) 2x4 SPF#2 STUDS @ 16"O/C 2x6 SPF#2 STUDS @ 16'O/C Q ZL 112"GYPSUM BOARD 1/2'GYPSUM BOARD 7/16 24/16 APA RATED APPROVED DRAFT- WALL SHEATHING � 2xl0 SPF#2 JOISTS @ 12'O/C 2x4 SPF#2 STOPPING MATERIAL A 15'-9"WIDE MODULES BOTTOM PLATES 2x6 SPF#2 INFILTRATION BARRIER =c ( ) 16"O/C 1/2"BOLT w/NUT 23/32"24/16 APA RATED 2x10 SPF#2 JOISTS @ BOTTOM PLATES T&G FLOOR SHEATHING TO COMPLY WITH ASTM D226 BRIDGING &WASHER @ 48"O/C I (2)2x10 SPF#2 PERIMETER BANDS SILL PLATE&BELOW IN FIELD BY OTHERS R-19 KRAFT BACKED INSULATION &PER DESIGN BY 3-1/2"x 7'x 1/4" PER THERMAL REQUIREMENTS PROFESSIONAL R.A. 2x8 P.T.SILL PLATE w/SEALER STEEL PLATE 1 1/2" (SUPPLIED&INSTALLED 1 1/2" BOLT EMBEDDED SITE BY BLDR.)2 518"DIA.ANCHOR OR P.E. d 15,-9" 13'-9" 10'-3" U W 40'-0" Zoo Z cn z Cn�>- Wj�0 NOTE:FOR FOUNDATION ~OfZ ¢>=v Of&FOOTING SEE SHEET 2a .�3-1/2"STEEL COLUMN W�ZO E5 Z w (SEE FOUNDATION DRAWING THIRD PARTY SEAL PE or RA SEAL >o W tyz o w ° FOUNDATION WALL BY BUILDER. FOR SPACING) PLANS ENGINEERED FOR W M¢ 0 J Q_ a 4'CONCRETE SLAB ON 10"THICKNESS. ()m= QM m Lu 6 MIL.VAPOR BARRIER 4"GRAVEL BED r 30"x30"x10"FOOTING W Lu < A.... •J• i •j a• .e .•.• • y. �' •'y '&{. a i. w NOTES: m Of 1. ITEMS NOTED WITH(')SHALL BE PROVIDED BY MANUFACTURER AND DRAWING: INSTALLED BY BUILDER ON SITE,ITEMS NOTED(—)SHALL BE PROVIDED BY MANUFACTURER AND INSTALLED BY SET CREW ON SITE, AND BOTH SHALL BE INSPECTED BY LOCAL BUILDING OFFICIAL. SECTION'A' 2. FLOOR INSULATION IS NOT REQUIRED IF BASEMENT IS CONDITIONED SPACE AND FOUNDATION WALL IS INSULATED PER APPLICABLE ENERGY CODE(RESCHECK) SCALE: NTS SHEET: WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, �] TO ALTER THIS ITEM IN ANY WAY. 9 ENGINEERING# 220158 DRAWN BY: CHECKED BY: MJC MK DATE: 10-22-20 SHIM AT RIDGE AS REQUIRED SALESMAN: 2x6 SPF#2 RIDGE CHRIS FREZZOLINI 2x6 SPF#2 FLIP:RAFTER MODEL: 6"olc TWO STORY 000 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15#ROOF UNDERLAYMENT(ASTM D 226 TYPE 1).SHINGLE TO COMPLY WITH COLLAR TIE m m ASTM D 225 OR D 1970 WIND RESISTANCE.ASPHALT SHINGLE TO COMPLY WITH ASTM D 7158 CLASS G OR H,OR ASTM D 3161 1/2"24/16 APA RATED ROOF DECKING(MIN.). NON HABITABLE SPACE MANUFACTURED TRUSSES @ 16"o/c MANUFACTURED TRUSSES @ 16"o/c z ICE SHIELD 36'WIDE 2x4 KNEEWALL 0 V AIR SPACE AT EACH RAFTER APPROVED APPROVED W DRAFTSTOPPING DRAFTSTOPPING cr MATERIAL"" MATERIAL"" 2x6 SUBFACIA (� 1. �X ` (�iI I—1. ! VY I�(!�� X (. cn Q w W - OQ=u' Z ui R 21 KRAFT BACKED INSULATION R-38 KRAFT BACKED INSULATION " 3"x 1/2' �_ I==w Z BEARING STRIP 1/2 GYPSUM BOARD PER THERMAL REQUIREMENTS PER THERMAL REQUIREMENTS BEARING STRIP >uj w a a DBL 2x6 SPF#2 DOUBLE 2x4 SPF#2 w w TOP PLATES TOP PLATES m z a VINYL SIDING(ON SITE BY OTHERS) Elf¢a 2x4 SPF#2 STUDS @ 16'O/C v a c~n 2x6 SPF#2 STUDS @ 16'O/C ao o 0 7/16"24/16 APA RATED y 1/2'GYPSUM BOARD uj c'�u's N N WALL SHEATHING 1/2'GYPSUM BOARD <N N N 2x6 SPF#2 `D o 2x10 SPF#2 JOISTS @ 12 0/C �i Z INFILTRATION BARRIER BOTTOM PLATES (15'-9"WIDE MODULES) 7 TO COMPLY WITH ASTM D226 23/32"24/16 APA RATED 2x10 SPF#2 JOISTS @ 16"O/C p 2'RIGID FOAM INSULATION T&G FLOOR SHEATHING Cn.-cvcnv�catico (AVG.R-VALUE=R-13) (2)2x10 SPF#2 (2)2x10 SPF#2 PERIMETER BANDS Im ' ► (2)2x12 SPF#2 PERIMETER BANDS 10 BOLT w/NUT u I &WASHER @ 48'O/C 1/2"GYPSUM BOARD 2x6 SPF#2 CEILING JOISTS wb R-21 KRAFT BACKED INSULATION DBL 2x6 SPF#2 (2)2xl2 SPF#2 DOUBLE 2x4 SPF#2 @ 16"O/C ME PER THERMAL REQUIREMENTS TOP PLATES TOP PLATES T VINYL SIDING(ON SITE BY OTHERS) 3-243-1 2x6 SPF#2 STUDS @ 16'O/C 2x4 SPF#2 STUDS @ 16'O/C OF N 7/16"24/16 APA RATED 1/2'GYPSUM BOARD 1/2'GYPSUM BOARD zo WALL SHEATHING APPROVED DRAFT- 2x4 SPF#2 2x10 SPF#2 JOISTS @ 12'O/C STOPPING MATERIAL"' INFILTRATION BARRIER 2x6 SPF#2 BOTTOM PLATES 1/2'BOLT w/NUT(15'-9-WIDE MODULES) BOTTOM PLATES 16'0/C 2x10 SPF#2 JOISTS TO COMPLY WITH ASTM D226 23/32'24/16 APA RATED @ } BRIDGING &WASHER @ 48'O/C T&G FLOOR SHEATHING (2)2x10 SPF#2 PERIMETER BANDS CX�C 1bCk1bC 1Uc'�vt�kk)�'LCu��' XXX�C.!!u �`C�;,Ck �,;,; ;dL' �OCj'J(�X?' n SILL PLATE&BELOW R-19 KRAFT BACKED INSULATION a IN FIELD BY OTHERS L 2x8 P.T.SILL PLATE w/SEALER 3-112"x 7'x 1/4' PER THERMAL REQUIREMENTS &PER DESIGN BY 5/8'DIA.ANCHOR STEEL PLATE (SUPPLIED&INSTALLED ON SITE BY BLDR.)2 PROFESSIONAL R.A. BOLT EMBEDDED 1 1/2" 1 1/2• OR P.E. 15'-9" 13'-9" 6'-9" W U o 36'-6" zoo z Z Cn Q} LLJwo=) 1Af w QQ}O FOUNDATION WALL BY BUILDER. NOTE:FOR FOUNDATION PLANS ENGINEERED FOR &FOOTING SEE SHEET 2a '� W�O 07 J Z w ,o•THICKNESS. 3-1/2"STEEL COLUMN THIRD PARTY SEAL PE or RA SEAL >oD Woo cn (SEE FOUNDATION DRAWING 4' FOR SPACING) - W Q Q 0J Of_ _ 4'CONCRETE SLAB ON Q cn m QM w cn 6 MIL.VAPOR BARRIER `"w >-UJ cr- 4"GRAVEL BED 30"x30"x10"FOOTING G7 W C¢ w J M..-...: .. L Y 0 w y H NOTES. m w 1. ITEMS NOTED WITH(')SHALL BE PROVIDED BY MANUFACTURER AND DRAWING: INSTALLED BY BUILDER ON SITE,ITEMS NOTED('-)SHALL BE PROVIDED BY MANUFACTURER AND INSTALLED BY SET CREW ON SITE, AND BOTH SHALL BE INSPECTED BY LOCAL BUILDING OFFICIAL. SECTION'B' 2. FLOOR INSULATION IS NOT REQUIRED IF BASEMENT IS CONDITIONED SPACE AND FOUNDATION WALL IS INSULATED PER APPLICABLE ENERGY CODE(RESCHECK) SCALE: NTS SHEET: WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, �� TO ALTER THIS ITEM IN ANY WAY ENGINEERING# 220158 DRAWN BY: CHECKED BY: MJC MK DATE: 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15#ROOF 10-22-20 UNDERLAYMENT(ASTM D 226 TYPE 1).SHINGLE TO COMPLY WITH ASTM D 225 OR D 1970 WIND RESISTANCE.ASPHALT SHINGLE TO SALESMAN: COMPLY WITH ASTM D 7158 CLASS G OR H,OR ASTM D 3161 CHRIS FREZZOLINI 1/2'24/16 APA RATED ROOF DECKING(MIN.). MODEL: MANUFACTURED TRUSSES @ 16'o/c TWO STORY ICE SHIELD 36'WIDE 1 AIR SPACE AT EACH RAFTER 2x6 SUBFACIA R-38 KRAFT BACKED INSULATION } PER THERMAL REQUIREMENTS } m w w } �r cc O 10'-1" 16'-1 1/2" u- ww o cn Q» °° OujLuLZ r cn ww� 2x10 SPF#2 JOISTS @ 16'O/C w w a d w r W } 23/32"24/16 APA RATED =C7 M T&G FLOOR SHEATHING 2"RIGID FOAM INSULATI N w= (AVG.R-VALUE=R-1) a c�cn ! ! ! (2)2x10 SPF#2 PERIMETER BANDS 0 0 (2)2x12 SPF#2 PERIMETER BANDS o N N N a=N N 2x6 SPF#2 CEILING JOISTS 1/2"GYPSUM BOARD QLz @ 16'O/C } DBL 2x6 SPF#2 R-21 KRAFT BACKED INSULATION (3)2x12 SPF#2 IN CLG (3)2x10 SPF#2 OVER TOP PLATES PER THERMAL REQUIREMENTS • w (3)2x12 SPF#2 - R-30 KRAFT BACKED INSULATION VINYL SIDING(ON SITE BY OTHERS) PER THERMAL REQUIREMENTS 2x6 SPF#2 STUDS @ 16"O/C r O W r r I 1 5/8"GYPSUM BOARD GARAGE 5/8"GYPSUM BOARD 1/2"GYPSUM BOARD 7/16'24/16 APA RATED r 2x6 SPF#2 WALL SHEATHING 0 J� BOTTOM PLATES ` " INFILTRATION BARRIER 23/32'24/16 APA RATED TO COMPLY WITH ASTM D226 T&G FLOOR SHEATHING OF -JL- — lL_ ���� �� ��_�_� '(; (2)200 SPF#2 PERIMETER BANDS SILL PLATE&BELOW a Z� INFIELD BY OTHERS -M''• '_ R-19 KRAFT BACKED &PER DESIGN BY INSULATION PROFESSIONAL R.A. 5/8'DIA.ANCHOR PER THERMAL REQUIREMENTS OR P.E. L 2x8 P.T.SILL PLATE w/SEALER (SUPPLIED&INSTALLED ON BOLT EMBEDDED r A SITE BY BLDR.)Z N I 28'-9" Q NOTE:FOR FOUNDATION &FOOTING SEE SHEET 2a 4 FOUNDATION WALL BY BUILDER. PLANS ENGINEERED FOR 4'CONCRETE SLAB ON ' 10"THICKNESS. 6 MIL..VAPOR BARRIER Z W M O U r 4"GRAVEL BED Cn¢} W w o� OZ C)>�O UKAIK2Q. a}u 4 HZ (nJzw NOTES: THIRD PARTY SEAL PE or RA SEAL >0 D 1YL)o cn Lu m ON L1J O Y W 1. ITEMS NOTED WITH()SHALL BE PROVIDED BY MANUFACTURER AND LLJ c�� Z O w INSTALLED BY BUILDER ON SITE,ITEMS NOTED(—)SHALL BE PROVIDED BY 0 m= mN m v MANUFACTURER AND INSTALLED BY SET CREW ON SITE,AND BOTH SHALL BE Q N c~n �M yw.w INSPECTED BY LOCAL BUILDING OFFICIAL. uwig: Q � 2. FLOOR INSULATION IS NOT REQUIRED IF BASEMENT IS CONDITIONED SPACE ui Cn AND FOUNDATION WALL IS INSULATED PER APPLICABLE ENERGY CODE (RESCHECK) w J o w m cr DRAWING: SECTION'C' SCALE: NTS SHEET: WARNING IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, h TO ALTER THIS ITEM IN ANY WAY u ENGINEERING# 220158 DRAWN BY: CHECKED BY: MJC MK DATE: 10-22-20 SALESMAN: CHRIS FREZZOLINI MODEL: 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15#ROOF TWO STORY UNDERLAYMENT(ASTM D 226 TYPE 1).SHINGLE TO COMPLY WITH =U U ASTM D 225 OR D 1970 WIND RESISTANCE.ASPHALT SHINGLE TO m COMPLY WITH ASTM D 7158 CLASS G OR H,OR ASTM D 3161 1/2"24/16 APA RATED ROOF DECKING(MIN.). MANUFACTURED TRUSSES @ 16'o/c ICE SHIELD 36"WIDE z V AIR SPACE AT EACH RAFTER O cn w w Ir 2x6 SUBFACIA u- O w w cn UJ R-38 KRAFT BACKED INSULATION p ac uj u z r PER THERMAL REQUIREMENTS 1 V) cn w j Lu a a w Lu MANUFACTURED TRUSSES @ 16'o/c } m 0 a 16-1 1/2 z L 1 W 0 1f aUcn AIR BARRIER BY SBS co `' 0Lij C-4 0 LA M r }. QNNN , 2x10 SPF#2 JOISTS @ 16'O/C ' o N N l N 23/32"24/16 APA RATED �- z } T&G FLOOR SHEATHING 2'RI o "RIGID FOAM INSULATION , 0 N M to CD 1� (AVG.R-VALUE=R-13) � co (2)2x10 SPF#2 PERIMETER BANDS `.�j�cW yjy'~` Y �4 ?w c (2)202 SPF#2 PERIMETER BANDS r Lu 2x6 SPF#2 CEILING JOISTS 1/2'GYPSUM BOARD � " @ 16'O/C - DBL 2x6 SPF#2 R 21 KRAFT BACKED INSULATION (3)2xl2 SPF#2 IN CLG (3)2x10 SPF#2 OVER TOP PLATES } PER THERMAL REQUIREMENTS 40 J-24 3 1 (3)2xl2 SPF#2 t `- r R-30 KRAFT BACKED INSULATION VINYL SIDING(ON SITE BY OTHERS) vi PER THERMAL REQUIREMENTS 2x6 SPF#2 STUDS @ 16'O/C >' OF N 1� GARAGE 5/8"GYPSUM BOARD 5/8'GYPSUM BOARD 1/2'GYPSUM BOARD 7/16"24/16 APA RATED WALL SHEATHING 2x6 SPF#2 BOTTOM PLATES Z INFILTRATION BARRIER 23/32"24/16 APA RATED �- TO COMPLY WITH ASTM D226 T&G FLOOR SHEATHING /� I l IL � —rF --u- v -9- 1~ (2)2x10SPF#2 PERIMETER BANDS SILL PLATE&BELOW IN FIELD BY OTHERS '' "�'''�� ''•' •' '� •�• R-19 KRAFT BACKED -7 &PER DESIGN BY INSULATION PROFESSIONAL R.A. PER THERMAL REQUIREMENTS 5/8"DIA.ANCHOR OR P.E. 2x8 P.T.SILL PLATE W/SEALER (SUPPLIED&INSTALLED ON BOLT EMBEDDED 4 Q SITE BY BLDR.)2 Lj o ILL! 28'-9" _Z U I C/)p} w>cO NOTE:FOR FOUNDATION �-.-w z p Q U &FOOTING SEE SHEET 2a I.-z z5z z w LLI' FOUNDATION WALL BY BUILDER. >p Om W O Y� PLANS ENGINEERED FOR THIRD PARTY SEAL PE or RA SEAL w�W ryz 0 cn 4 CONCRETE SLAB ON 10"THICKNESS. U m= �N m U 6 MIL.VAPOR BARRIER <N <`''}w 4'GRAVEL BED ° C7 � Q . 4 • :� c � LL Cn ui NOTES. o J J Q 1 ITEMS NOTED WITH(')SHALL BE PROVIDED BY MANUFACTURER AND M w INSTALLED BY BUILDER ON SITE,ITEMS NOTED(—)SHALL BE PROVIDED BY m MANUFACTURER AND INSTALLED BY SET CREW ON SITE,AND BOTH SHALL BE DRAWING: INSPECTED BY LOCAL BUILDING OFFICIAL. 2. FLOOR INSULATION IS NOT REQUIRED IF BASEMENT IS CONDITIONED SPACE AND FOUNDATION WALL IS INSULATED PER APPLICABLE ENERGY CODE SECTION'D' (RESCHECK) SCALE: NTS SHEET: WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Q� TO ALTER THIS ITEM IN ANY WAY J ENGINEERING# 220158 DRAWN BY: CHECKED BY: MJC MK DATE: 9 10-22-20 A �z }. SALESMAN: 3'-1" - 00 t,. CHRIS FREZZOLINI MODEL: A 1 III 00 TWO STORY 3' III \\ \ 3'-6" 00 u \ \ ml) m i i ii 1 i i i i \\\ UPPER STAIR RUN \ LANDING 44"WIDE \ LANDING 9 - 5 RISERS @ 81/8"=40 5/8" 1 0`0 4 TREADS @ 9"=36" z Io I I w O � 00 - 1 it Z c~n U) I O I U)ww I II �w� _ —1 III LLI' w U) A! w LLj o LOWER STAIR RUN m Z 43 WIDE cn Q 11 RISERS @ 81/8"=89 3/8" \\ I 3'-7" � //1�� o 0 \ NNN 10 TREADS @ 9"=90" \ ' <� eve \ III Q 11111 1�r O 2,_4„ /t I O�NM�LoCD1-- cc ��111111111111 0 324 3 OF N� WI11, ce STAIR DETAIL - LOWER RUN STAIR DETAIL - UPPER RUN >= c D Q � z(D t� 3'-511 0 3�_2�� STAIR PERIMETER WALL v w Z (n Q} wwom 2x10 SPF#2 BLOCKING BETWEEN WALL STUDS �w Z o J z 0 o FASTEN TO WALL STUDS w/(2)SIMPSON SDS25300 w�o w THIRD PARTY SEAL PE or RA SEAL >Y� ��o� TOE-SCREWS EACH END OF BLOCKING w o wo Y= zpw NU)i �w o t uj LANDING TO WALL WITH(3)SIMPSON SDS25312 TO I w EACH INTERSECTING WALL STUD(TYP.)ENTIRE PERIMETER-IF NO STUDS FASTEN TO 2x10 BLOCKING o LANDING m I � o LEVEL TYPICAL LANDING TO WALL DRAWING: i STAIRS I SCALE: LANDING NTS WO S P F#2 SHEET: WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. n� TO ALTER THIS ITEM IN ANY WAY J I r' „ General notes: �• I. ALL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE BUILDING CODE.RESIDENTIAL CODE. CONTENT.EXCAVATION MUST BE FREE OF WATER WHILE FOUNDATION WORK IS IN PROGRESS. 4 TRUCKS,BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WITH CAUTION AND ci FIRE CODE,ENERGY CONSERVATION CONSTRUCTION CODE.EXISTING BUILDING CODE. IN SUCH A MANNER AS TO CAUSE NO DAMAGE TO FOUNDATION SYSTEMS. MECHANICAL CODE,FUEL GAS CODE.AND PROPERTY MAINTENANCE CODE. 2.CONTRACTOR SHALL PROTECT&BRACE ALL WORK FROM DAMAGE DURING CONNSTRUCTION. 9.ALL STRUCTURAL STEEL SHALL BE NEW,CLEAN AND STRAIGHT AND SHALL CONFORM TO THE LATEST EDITION FOR A.S.T.M.DESIGNATION A-36 OR A 500 FOR ALL•rS"SECTIONS.ALL 13Nt3Eg:AE 30 YEApiNn" 3.ALL WORK TO BE PLUMB&iP.UE.ALL PLUMBING WORK TO BE IN COMPLIANCE WITH NYS STRUCTURAL STEEL WORK SHALL COMPLY WITH SPECIFICATIONS FOR THE DESIGN. 1 PLUMBING.CODE ALL ELECTRICAL WORK TO BE N COMPLIANCE WITH N.F.C..ALL HVAC FABRICATION AND CONSTRUCTION OF STRUCTURAL STEEL FOR BUILDING OF THE AMERICAN ARCK1fCfWA1 ROOF lEi WORK TO BE IN COMPLIANCE W17H ASHRAE STANDARDS,LATEST EDITION.ALL CONTRACTORS AND INSTITUTE OF STEEL CONSTRUCTION LATEST EDRIOMPROVIDE STIFFENER ANGLES OR PLATES SUB-CONTACTORS SHALL BE LICENSED AND INSURED.ALL PLUMBERS AND ELECTRICIANS ARE UNDER ALL POSTS.COLUMNS OR STRUTS THAT ARE CARRIED BY STEEL BEAMS AND IN THE 12 µ RESPONSIBLE FOR ANY ADDITIONAL PERMITS.APPROVALS AND INSPECTIONS THEIR PARTICULAR WEB OF BEAMS CANTILEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS.UNLESS 12� _ TRADE MAY REQUIRE OTHERWISE SHOWN OR SPEC:FlED PROVIDE 6x8x)4 BEARING ON CONCRETE MASONRY IF ANY. 4.LUMBER MATERIA-S USED IN THE BUILD NG SHALL BE GOOD,SOUND,ORY FREE FROM ROT, 10.HEADERS TO BE 131 7 X IU'M 2x6 WALLS OR 121 2 X 10'IN 2X4 WALLS UNLESS OTHERWSE NOTED. LARGE AND LOSE KNOTS,SAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH 10E 5tLL7 FROM EMC5 EDGE f0 MAY BE MPAIRED.ALL NEW LUMBER SHALL CONFORM TO 2020 NEW YORK STATE BUILDING CODE 1).INSULATION IN FLOORS.WALLS AND CE LINGS TO BE A COMB'NA'ION FIBERGLASS BAT, 561,ON ONN.101IMIUM fIM3�RLlIJc T ROOF PI(CH VA151VON CHAPTER 23.FASTENING SHALL CONFORM TO 2020 NYSBC TABLE 2304.10.1 CONTINUOUS RIGID.OR SPRAY FOAM OR CELULOUS INSULATION TYPES TO CONFORM TO DV+G AOXHIECTIRf{•T'0 ALL LUMBER SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WOOD COUNCILS 2020 NYS ENERGY CONSERVATON CONSTRUCTION CODE CHAPTER 4. 9 U Iq E5 NATIONAL DESIGN SPECIFICATIONS FOR BEND NG STRESS AND DEFLECTION,AND 2020 NYSBC 2306. WESTCHESTER COUNTY IS CLIMATE ZONE 4A. ALL WORKMANSHIP INCLUDING BLOCKING.M'LLING.BRIDGING.ECT.SHALL CONFORM TO THE 2020 NYSBC AND OR 2D20 NYSRBC.PROVIDE LEDGER.BLOCKING.NAILERS AND ROUGH FRAMING 12.ALL FOOT NGS TO BE A MINIMUM OF 3-6 BE'.OW GRADE,OR LOCAL FROST DEPTHAS SPEC:FIEDBY HARDWARE AS REQUIRED.ALL BEAMS,JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP. THE ARCHITECT.UNDERPIN WHEN NECESSARY. J PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED. ALL LUMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT 13.HOUSE TO CONFORM TO ANY LOCAL SUPPLEMENTAL CODE. A.UMBJW �)6t*rf LIM TED TO TJI.TGI.&LVL BEAMS OR EQUIVALENT SHALL 8E INSTALLED PER DRAWINGS AND QJriEP ME7 ►,/L'I f+ I�o L MANUFACTURERS SPECIFICATIONS.ALL HANDLING AND INSTALLATION PROCEDURES MUST BE 14.PROVIDE BLOCKING AS REQUIRED TO BEARING POSTS ONTO GIRDER OR BEAM CONDITIONS L r SUPPLIED BY THE MANUFACTURER AND SHALL BE FOLLOWED.TJI JOISTS AND LVL BEAMS SHALL AND VERIFY ALL BEARING TO FOOTING. Him FL" � LEPl7ER G v V Y�,f jf'ji 1 �S(/+C� L�u NOT BE ALLOWED TO GET WET AT ANY TIME. CO3IAPGSITE - ® ® - PLACED AT A ADJACENT TO THE ELECTRIC METER WITH SPECIFICATIONS PROVIDED BY THE 15.TO THE BEST OF MY KNOWLEDGE.BELIEF AND PROFESSONAI JUDGEMENT THESE PLANS AND 5.WITFI USE OF ANY TRUSS TYPE PRE-ENGINEERED OR TIMBER CONSTRUCT ON A SIGN Wlll BE SPECIFICATIONS ARE IN COMPLIANCE WITH 2O20 N.Y.S.ENERGY CONSERVATION CONSTRUCTION COI ib SALL DECK RAILS AND ECTIONS 014 HANDRAIR ILS ANDDRAILS SHALL iOl4 GUARDS.INFORM TO THE 2020 N.Y.S.BUILDING CODE ARCHITECT. oO 6.ALL CONCRETE WORK.DETAILS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE17•ALL ROOF FRAMING SYSTEMS SHALL BE INSTALLED WITH HIGH WIND CONNECTORS(HURRICANE IV A _ WITH THE PROVISIONS OF ACI 318 AND ACI 332 OR fCA 100.AND THE 2020 NEW YORK STATE TIES)IN COMPLIANCE WITH 2020 N.Y S.BUILDING CODE LLI RESIDENTIAL CODE CAPTER 8.ALL CONCRETE SHALL BE TYPE•I,3000 PS COMPRESSNE AND SECURELY TIED IN PLACE SO AS TO PREVENT DISPLACEMENT DURING CONCRETING 18.ALL POSTS TO FOUNDATION FOR THE PURPOSE OF SUPPORTING THE ROOF OR OTHER STRUCTUP.A- -WAi';FLAK STRENGTH AT 28 DAYS REINFORCING BARS TO CONFORM TO 2020 NYS BUILDING _-aAFDOAW MEr SfA'Ji; CODE SECTION 19M MODIFICATIONS TO ACI 318. ELEMENTS SHALL BLOCKING AS SPECIE ED BY THE ARCHITECT OR A NOMINAL DIMENSION OF 4X4 SIDING ROOF REINFORCING SHALL BE ACCURATELY INSTALLED TO REQUIRED ELEVATION FROM STRUCTURAL ELEMENT TO BE SUPPORTED CONTINUOUSLY D E SOLID MASONRY _ 1'Pt FJ .(L a UMI�f.�1[LFR/V.2LE�E5 FOUNDATION THAT EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF 7.CONTRACTORS TO VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK TYP CAL CONSTRUCTION. CLAMAT 51PRIA THE DRAWINGS SHALL TAKE PRECEDENCEOVER ANY SCALEDDIMENSIONS.'MENSIONS ON 19.ALL SIMPSON STRONG TIE CONNECTORS AND ANCHORS ARE DESIGNED WITH SPECIE C LOADS AVD 8.ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM SAFE BEARING C ECIPE ES.SUBSTITUTIONS E OF THESE HANGERS FOR DIFFERENT MODEL NUMBERS THAN CAPACITY OF 2 TONS PER SQ.Fr.BRACE RETAINING WALLS OR FOUNDATION WALLS AS PART WITH BY THE ARCHITECT OR ENGINEER IS FORBIDDEN WITHOUT VER EYING THE REPLACEMENT PART WITH THE DESIGN PROFESSIONAL -CO,W 091E_ REQUIRED.BACKFILL WRH APPROVED MATERIAL BACKFILLING UNDER SLABS.AROUND -W,NVOW 1TIM _ PiERS ANO ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS NOT TO EXCEED =--- - -- -VAIH CROV. - 40 F05f 10 INCHES.COMPACTION SHALL BE 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE KA17 MD ® - WF.APFED iN s a -COPPER top -ucMr - u COMP092 Fes, �,�, CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRCT m --- A°FLiED - CUM WUA SPEED f 0 SPECIPL W �ISM!C DESifdN WiAf(f�'G F.OSf UrE fERN,ITE PROrEC11�JN WiNiER CE DA�cP, FLOW A°FREEZE AN C - IL�JJLIV 1nd OTI 5 TENT a'W Zm 9M LOAD ) 5PrE5 EFFECf5 t GION 17rOM ZON CAMCOR1r PiN cD DEQW TEMP. AY 9I4f KVAd75: iJO INDEX DO/W COW051TE Fi;h1PP 9 2-07 f0 FLAT Gtm5 AND 4a(bast) 20 P5F 115/120 NO C `�We 42" YE5 15 t G'D 36119C0356F 500 5 HVV\MTON !6.5 FINISHED FACAJIC FIP5T FLOOR - DLLE5f0A�Crn Lj 1TA175 MH7 5f0Nr • v 119 1000O FIM5H VEiJrER RISERS 115.oF9JI5HEDGAAaFLOOP./GRAl7c INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 14.5 CA NIA112 Ivj5E 5me ____# 2020 hN5 ECCC--NY fA%E R-40ZI.2 113.5 cvtI HEAD GAWK DOO?5 =__='-3 FENCSiPAr)'1N 5K11 IGHf 6 CELING P ALL. V?YYI FLOOR meWNIF WH L SLAG R-VALIE CRAWL 5PPCE WA 12,5 aVIONM Z01� U FACT 6 U TOP o FEI�51RAtlON SHiGC R-VALIE R-VNJE R-Vxiz I R-VAI-IE -VA AE c t DEEM d R VAl III 5 Q 4a(mo st) 0.35 0.55 - 0 40 E-49 R-20jzr2 or h 8/0 R-19 10/13 10.2 Ff. 10/3 110.5 - LEVANf NOES PER ZJ2a FNSECCC 402.2 FGR a(hAA1E ZONE 4a 2020 N.Y.S.EiJrRGY CANSEYVAftON CON5TarlION CODE`I:C11oN R-402 2.2 Ced,rrts witho.aft syaces. 109.;: a.R-vzEuss are m n,r.lns U-facia s are mmttnms.When InsJatlm s Irnsta9ed n a caaG w.n�b Tess dlan de Labe•or deslgl#h'd:n:ss or the trssu'at,at WFEkI;SECtION R402J 2 REGU1'.E5 CJSU.A1tON GoLA,ER i1{AtJ R-30 RJ R-VPI,lE51HE CEd NG MA7,HE DE 106.1 (Ile k5tAW R•vdw of k-imdabm shd rat 6e less thy,the R-vzue spearled In the We. ROOF/CE..LNG A5gN1eLY DOES NOr PI.LOw SIfFICENf SPACE FOR rHE RrGUmD INSILAfION,THE M'N40yJJ b.The rAvstrattm U-ratty cduml ackoes sLt�*s.lkl�Y.0 cofulml applies to all dated fenstratim.Esceptlm.%Ll 416 ouq 6c eui0ded Gan I N5ULAWN FOR 5LrH P.00F/R-VALLE CELING A55EM IE5 TALL Tir R-7O.N51LAVON SHW.L EXTEND Ov 107.` OUTER AL f0 itE TER Wa OF SUCH FLA(C MD 5HN L iJor a COMM5%V.1H5 ff.PX ION OF 106.:- Baud ferlestraUm`.iiGC rec1:•ra6ents to dlmate zcres I tkalc�l 3 where the S{GC for wrJl ste I�Its cb:s rut evsed 0.30. 11f WALL PLATE c."10/IV'means R-10 tantrums Im"Im m die derlor or&Lerix or the I*=a R-,3 cavaq hstbum at the Inlerix or the base Clerk VA. 11t R>r01fXENENf5 of SECTION RA02J.2 a W.L Dr LIMBED f0 500 5W*E FEET(46 M2)OR 20 FERCc 105.5 J.R-5 shall 6e addcd totha recpl red slab edv R-vAv--,fa heaLcd slabs. IWJLAIED aLN16 PICA,VW-tVER 15 LE55 IH65 M17UCf10N 5HN,L NOf A°FLY f01HE U•FACro?Al 1EPNA - h,the first value is cwtq L•WaUm the wad va4c b ra Umm m1abm,so 3+5"IICatIS R-13 tavitq tlsllatbn plus R-5 raltmlous trlstlaNm SECTION R402..4 MV THE f0fA,UA N.rEPNAf1VV N 5CC11ON R402J 5. I.The word P.-valu_aptes when alxe Lsm half the ralatIo n b m the Wdia of the mass,wdl. _ IV FRONT ELEVATION SCALE:1/4"=1'-0' RYE BROOK ZONING COMPARISON CHART \"to 2 7-E N..�w+ `•ea', . .9 ADDRESS: 32LINCOLNAVENUE I-6ft�Z SECTION 13557 BLOCK 1 LOT:9 ZONE. R-12 - pat, `� �`� �3 �`.-`� � -_ ♦` N 53 C \. 2 3 7'` i Z,g 3 e -1a253S i E ZONING REGULATION REQUIRED/ALLOWED EXISTING PROPOSED `�y •°c•� ` - `-``�; 1• 1 1 1 O `` 11WERLA:-50YE/f - - 1-M it'` `I''`E _-�^�. `` . rI _ a LOT SIZE(ACREAGE/SQ.FT.) 12,600 L 43,028 ` d/ - -- _ �� �^ - ^I 31l01 Z) 150 ,,� d^ O SYIiJQE$ 6 FLOOR AREA RATIO(SO.FT) G d 3$ 0 412325 F nc F tF .M�t�. ►s____--- ``� ``` g4� M M y'xWF I A,CH4tl CiI RAL ROOF I2 �© •AI`tE, --La 4(,fy 1 MINIMUM FRONTAGE FT. 85 T 130 \ 1` _ Ai!F ` ., r ` ? K. _ 1oo15 _ . ` . .. Joh G_ COMPOSl1E HORIZONTAL CRCLE DIAMETER(FT.) 100 100 \\ ���-- • `6b+. ``�``,\, a{f'� n •�, CONPO�TE SOFFIf \ t`, 'Q` _,. - WAIDOW M N11H \\ -x Los cs 1, `Yc 1 x"�.� `es �� x-__ +` CROtNNHEADSAND -- �`� 1 - - `.� i `- .o7a ,�_ Scarlato Jr. N%V FASCIA DOA t7 COP�R fOF FRONT YARD SETBACK(FT.) 52 5 S 53 \\ `` -_ I_`x````� / i, ��\ �\ _ .. I/ ONE SIDE YARD SETBACK FT. 15 U 20 4 ` `` �: ` �` \ MASNh,I ( ) `\\ `fll 11 CN`� I�C1{� ```QI ! ``�`9701``\`♦a``,``` \.mil 15,S�'SB 1 QI INE OVA 1VlhR TOTAL TWO SIDE YARD SETBACK(FT.) 40 B 99 1 \\ 1 +� `��j ©2; �` ��; `,`�,```,```�`` `�' . e7 So Architect GLJf1ER A�?7 .. L 2 3 � 1 7-`. � `. `. `.\`. `. `�F t REAR SETBACK(FT.) 35 0 132.18 PORARY \ T ©2�nfu `� `, `. I LEA1rR 24 -� 4 FEN `\ 1 L T2 .`-� T xl MAXIMUM BUILD NG HEIGHT(STORIES/FT) 2/30' 1 2127 75' xgs TO \ ` 1 09 Cru 1{ir2 SF `% %% TE(TYP.) ' J` .i� .2., .1 •22 33 Byram Hill Road HEIGHT SETBACK RATIO FRONT/R.SIDE 1 L SIDE 0.691 1 611.6 V 0.64 i 0.3311.5 ` `. 1 `.` `� �`�, `�� .�`,`` `�``� H vE •11 Irruu l TP'�••e Armonk NY 10504 FTC F1lJlxED MAXIMUM LOT COVERAGE PANN BUILDING 17% I 4.890 N n?-\ .`I ©.M I `�`. �`H `1.0'\ a'W� `` `` •``1+ ' 1> `. ��y� aeo2 CLA°OO/V SONG MAXIMUM LOT COVERAGE DECK 4% S 1.48% OCATION OF NINE 8) 2•rw `� `, `. ' I `. `. %`�,�c Phone:(914)273-7350 Ct1LTEC RECHARCEFt '���`�`I'` '`� JGSCARLATO@GMAIL.COM MAXIMUM LOT COVERAGE ACCESSORY BUILDING 4% I 0% ORM TER CHAMBER 21.1 I ` Er I `. ` � `e'p 12 � li, F CRA � �� �. C�3`; K �: qN MAXIMUM IMPERVIOUS LOT COVERAGE 11280 0 3282 � 1 O 11 •`Pot. t OI•r U `� ` / ``1 �``�` MAXIMUM IMPERVIOUS FRONT YARD 40% N 2.81% INV.(IN)_104.Ot\.� 1�5f� % ,` �`� n .(GRA1NITt&J.of , •, +• '�, '� 8 SAMAD RESIDENCE NOTES. INV.(CRA t M+lid. � . ` ``� ��`,`;{`�s `� fW1lMIi�E H41CLED SAVE OC(3MG `�' tus s ryyr i nc `os e6 ,ar r • `` °� I.I Md� 1 I ak, I r EE :'rt`. `. rF rnr si 1 `, . .. N ` PROPOSED INS MOBE1n c © ''�' 3 2 L I N C O L N AV E N U E r� PORT WITH NDS MOBI]m I a �`_�1� ``�� �� �h`r° _��\ 1�����`�` CLA"LOM7 5/n�Yi < 50 GRATE COVER ```•� /©t•I G1L I +` CONY05 I_Etc1n(``t�`Q\ !fE RIM_109.0t I'fUCl; �`� �` ' �a, I " '� RYE BROOK N.Y. 10573 NAND04Y IBM 4VIM CR01MJtEA175AlJD- WiZMrcDINIrrM 1F 1 ,R`.� , COFFER for C0T✓f7051,E - �i 1 N` 1 111 �``` FLAS4NG - MTE TRIM - \c' sb•`, I_ `©M-FWI5HD tr drM"" i 'I 1 aMoom5Dw COLOR CHAPT NEW MODULAR HOUSE - IECT ALL TO PROPOSED TEs �� `�, �` (CONSTRUCTION DOCUMENTS BY ` `�`. 78.7' `F'` y0�. 1 1DZ50■. LOWd'051,E AREA MnrEltlu STYLE COLOR iBERS 6.0 HOPE ``` �' I r'M`E MODULAR COMPANY) QJgvDS AIJDcomam �,y, I �p, � Ff¢L90N 91�1LE ►IOif C&AY 12 iPE O 1.OR MIN. ,` 1 ` coN.Fos1rE 1 % 'ro� r ( NEW DECK AND PORTICO NAIJI7RA!5 --- G1�5 PJOP 1�t iw f iPS]4IEGtIKA 9idLE c►1>♦a c•.+� ---_� 11 00_ - z•lyL ! s I Akuev EDGE o rr<rn shut,`r:5eM% Onrx.CFJtr Z o,4 1.5 "�.:1?1i'- „ 1 W-4 PROPOSED 4.0 PVC a;r v°ILtEHt1GMDU.'FltiN6 %%lift (SOR-35)SANITARY SEWER c� s y1 "`i at';>'!:5`;; t I• `RQOVIDE 1'CU( PrJ A!`D 5r t`7: `' IY�+f ,SSW/,K°ISC•N 400�5 b Art¢O[31LE5 - SERVICE O 2-OOR MIN. TYP. 1 �i� ( ) sn :fr..,.•l-sip;.,s I FLAGSfOtw COMFOSiiE DECK NG , ` 1r(viER raSERs ` ' CONPoS iE PJ+n D00e "'O"' � 2 PAIL W/ �� Bi`°` ' ,M 'x,'; EXTERIOR ELEVATIONS PROPOSED MIN.500 GALLON IFFECTIVE d p =:;.: 5fA4 C�1f t F2NN51LVRLh5fA=A%A NMIPlL a-93 CAPACITY PRE(.`71SY-60N8RL:'TLI` u .` :: .,,4 �� `� Qi•M tt'� V. DOMJ7+Nr'JV7 FLAtw/01°VMJM:`DOfIIEIDS 1M1r. ABOVEOVERFLOW Hlgi WATER HH QG n�eDt�I eaow � `'`'�r� ��,� ® `•` ```CONCRETE DRAT PLOT PLAN HOUSE SERVICE INVERT • +. `� RIM=115.0t 51EF5 WITH 1ty1t C°L'TOSIIE ` CONCREn DH152-93 LOW PRESSURE _ ©SI/MPt`112.0� ZONING CHART STUCCO FINI�i 5A CCO FIN15i FU7.DAt ON SItCCO t1PKii t2rISLM klLt7M twtMc+t 11a uCd c 1 PROPOSED E-ONE MODEL d Ir cN btr.`1.M INVti1 t LN01121 G FAD Gnru3�I-DwL s1� G RrtAcrsaar Hw3* L.,4.t ri - SEWAGE PUMP(160 GALLON)EI F TIC � �� �� .r� t'i� ` �`� `� •M �E ©,.� Q�t J GENERAL NOTES - CONCEEIE ---_-- sl n M s N nn t. \ti ` rural 1 1 M LE � � I•M LE` � � IrM LE` REfANKIIG 120. 110.07 r+y IF 1 60 `ws. + 113.18 1 1r;pc W1.01 WPLL / �PR0205ED 29 LF. 1}'o r a--511'7.;7 w' -�. _ -oQy4i.slSILI DRAWING NO. n SO %LOW P�RESMSABE HUB. `�--.y, N�e'00 lad'� _ C�s-cl1AREAS TO 8 PROVIDE A MINIWUW-OE 4'_ --,emu 1 �r{i20 -____-___ n1,I 8EB- 0�t� MVFR / r 12n.25 I2054 1 n10.50 E r A i 110.51 110.e0 11505 E (J n ItILL r 12 CONCRi1 TE FM FM FM t�---FM FM 1 FM FM i FM FM r SOL�OLTJ�ES PROPOSED CLEAN j PROPOSED 263 L�IF. C TTT��' V t n 3 d DELOV� c 12 sw MANHO 1 2-1/2.0 SDR-11 L�W s RIGHT 51 D EELEVATION U MaJ. LOT PLAN /Nv.•I n. RIM=118.8 1 PRESSURE MINIMUM O A N. sill) v fin nl Mv.•t 17. 120.e7 112.70 In892 E /r n n PROMpE A MINIMUM OF I's.60 1130 SCALE:1/4"=1'-0' SCALE:1"=30'-0' I n ncur _„w„ j ru. 2s2sD-1�Q`� / C IS C .1177A O�N M4•1./� 12 6� 1WOER-K 3O YEAR AROifECfl1°P7.ROOF SFWJA.E5 ALUN,f,9Ltf ALUNA'UM GUrfER AND GUftER MF7 LEER COM'OSItE LEAP. WIWON f0m YAM cRaw FEAD5 RJD COPPER fOP FL A51•f NG F1N371"s PRc PIN�n Np C1,100A°D SVIW fn ALUMNIIM1 GUrIM AW LEATR WOOD FRNMED CHNJKY WITH_ - wmiE - _ rM 0.A3'w�w _- - li _ I]]EEI SDWG O ti CGUhA7� v,-RE 11 -1 1 1 COUPG51fE DECKING COMP051fE WRAPPED RIM (3)P.f.2%12 5WOF046i C� JOY RAM 51L4CCO FWISH P.T.66 POSE 12'COAFSFM - 50NOtIF195 `D �.-6„�ow GRADE NaJ LEFT SIDE ELEVATION SCALE:1/4"=1'-0' rIM'r'I�INr 30 YEPR - 3//u/Z,1 I 5540 (v.C,ans�rvvhr� A"rECfUP.AL ROOF 11M3�,IhE 30YEAP SwNG>.Es - 4/23/20 Maless%r John G. AP.C1'IIECIV&ROOF - S+�NaES = Scarlato Jr. �oMPo�� Architect oaf our -W°�'0N''�"'""'" 33 Byram Hill Road •EAVES =CROrti'N FEARS PJJD COPPER TOPE± Armonk,NY 10504 —EdwAs1�.� Phone:(914)273-7350 wve ALUM Q1f1ER JGSCARLATO@GMAIL.COM LLL i i PRE-FItdIS ED 12 PJt7GE aAWAV 519M 12D nN.°WIt,0 r WOOD FRAMED AWil9CilP.&R Y CHUNtYMai �''° ��'�DR" SAMAD RESIDENCEHAMSHA'A ES H RARER 1 aAW/W 2)2dO KA►N � EA o.H 3 2 L I N C O L N AV E N U E DWG COMPO5.fE HA�DlE 2-2/St%nSON soFfKA�7 'XiADOIrE 0 RYE BROOK, N.Y. 10573 PRE-fINSFED 5C 4 FASCIA OOPPD aAW/0 5971JG POSf 6iAM OVER 2rb R1M �_ - - CONUECfOR D0AW Lmr LIGNf LIGHT Liair -LlQif- corAPosrE Nit I R or, NEW MODULAR HOUSE 4Y�JY�D COMP051le _ w1,5n Fin] 401`05f , (CONSTRUCTION DOCUMENTS BY Gur>RDs Jags ,T _ �,�5 MM45555 MODULAR COMPANY) LONPOSIIE T11 11 11 JULP05f DA6E —G UAW 5AN: 01 CON`XfOR NEW DECK AND PORTICO -HMDRAtiIfli wrM I"5f/W off zi coN�G51r r�allJu OLL95foIJE FLAr,5fM Mrfz7 fRMV5 a„coNCREfE foP EXTERIOR ELEVATIONS (45 DEG.) 60AW 4 5NCC0IF N51i 5LN3 WfiFl to,CONCREfE cG,� fE rE RE[iAR POUMV fOLAIVNION SECTIONS 5RrG0 f1145H REfPiNNG CONC�iE PJ to N IJG 5fA1R P WALL WIM TRUST f EfNf\4�G . W JA!-L M REOA YJALL AN7 CONCRETE WALL. fObrIIJG 3'6" 4„LCHJCRrtE c EQ 55 C ea E55 GEL04V C�ADE LMA7,NG PAD I MIN MUM DRAWING NO 50.0UE5 SECTION 9 PORTICO ^ -If - 3'-6 DELGW REAR ELEVATION u � U SCALE: 1'-D' �26G,� OF SCALE:1/4 =1-0 ' � 0 WINDOW SCHEDULE LEGEND DOOR SCHEDULE RHOMM WWCON U-11ON LOCATION 5'ZE DOOM O fJJ OACTU?�M Ma'aWACMI?MWEL» MOJGdwOPENWG n EEO. wrf5 0 FRMt A A147MEN 400 SEMI".5 CXV1255 fo FROM ViVfH X ItWr Loot MATERIAL rn MATERIAL WMA W5 6'Off'� 5�- 5 z EG�55 EwsnNG coNsrla�crlaJ ro s�nr O A d5fN 400 5EM E5 PW66065P, 6'-0"x 6'-8" 1 [———] EXISnNG f0 IV F.�MA1'EP I UnL;TY ROOM EEC ROOM 3'-0"c 6'-8" PASSAGE S1EEL 2 PAI`.L REM RE MArD SELF C1.05UJG C A1vemN 4o0 SEMr5 A" 3'-0"x 15 2 O POOP.N vmp 2 MCROOM CLO`,Cf (2)5'-0"x 6'-8" PA55AC� 50.iP COrE h1A50U1t>; 2 Mel, WOOD 5 MEC ROOM UNMR 5fA'T 5rOP.AGs 2'-6"r 6'-8" PA59a 50L P CORE h'V60NIfc 2 PMEL WOOF 4 HALL LIENCLO5Ef 2'-4"%6'-8' PA55fa SOLD COMEMA50-NM 2Mel, WOOF ® WINDOWNUNXR 5 OATH KI. 2'-4"t 6'-8' LOCK 5GLv con hvw\r 2 PN:iL WOOF 6 ML UKr-INI5tV 5fGRAk 5'-0"x 6'•8" PA59GE NOEP.A-A55 2 MU WOW X1EWN - x 5T-W A'JP'h'EAJ�M MIPPEP ELEVATION LOCnnON It6tLAI 7 OEDMOOM HA L 2'-6"x 6'-8" LOCK 5a P CORE MA50= 2 PAKU WOOP 8 0"OOM CL05Er (2)2'-6":6'-8" PA55Aa SOLID CORE W60141E 2 PAM WOW Io,_o11 I01_014 ►ol-ar' \\ �f_o,r 5 Z"CROWN MOLDING \ @ 9'CLG, \\ 1„ , 51MP5ON 0052-5/655 5WP50 4 Pff2 5'MP5OV/"655 � 3 2 $ P05f 0EAA COM"'r fOM tEN510N fE5 P05f COLUMN OASE CONi�CfM &SMALL ROOMS 51MP50NDff2 ° _ u nfEACHMAILtJGP05f Af EACH PAi ItJG (5)P.f.112 OafEP f 60KR YAM�'5fEEL TH?"OOLTS P.t.6.6 POsf \ \ 3 A'COLONIAL Posr �MPSON Huss ON 12"coNCMEfE \�� DOOR TRIM I?ECKAr'GVC' RMCM6ff5¢Eta.ObfTOKAM PS.2�12 LEDGE}? Off eN Mf PICK -Mr. MGI1h91M \\ct \> VERIFY WITH OWNER cow voAMPvawfo o PP.ANACE SYSiGM SCHLAGE rUMNG N RIMJ015rWITH3"'x N FF RESIDENTIAL SOLID CORE MASONITE G�IJ�>�i>: � wAa � voi s@Eb'o.c. � MErAI112.'G >v 5fMaMEP fOP to CONcetE N INLOCK SET OR M D F FINISH AND STYLI. wALL 56'o o vorroMANP 2 PANEL DOORS " BY OWNER PAINTED 18 o e. IV60NTE5 6'-4" \\ 061,O.C. \ 7'.16' hYN1MJJM OF 12" .loisr fG5P5.U5210 FROM ENDS (5)P.f.Z12 OOLfEP TOGEIKI?IMM�"sfM of 0' OOLO \ 51"PRIMED —— — — — — — — — — = —====_======-_�-_� \ FINGER JOINTED —— a 1 = \ F WOOD _ I BAS E _ 1 0 0 24'o"BOARD2'_clO I '� P.f.2r12�12"O.G.5fAR 52940M5 AffAGtP t0 10'-I ' 2 0' P.f.202 LEPC.6M POLDLE MIM YJISf WIN 5hU'SCXJ AOU4455 00AIV 0OLTEP f0 RIM o 1 C3EDROOM JOI5f IH 't 4 5TEEL 5WJ'5ON L5C55 COWECfOM5 P05f*XF OR5 REVISED FOR MODUALR HOUSE DRAWINGS 3/10/21 p I LAG DOl f5 P 16"O.C. — _ 'S S u 10 - ion sit c.�1 a�- � 1 CA°PEf FLOOY, SfAf.C6R'cP fOP f0 4" \\ DOOR AND TRIM DETAIL I � I v 7rr2I IOINI15GN CGNCf�TE Dff2 tEN510N 11E5 LMI7UJG \ 1 @48"O.C.MINIMUM _ _ _ PAP \ NOT TO SCALE I 9cROOM I L _ ALE FLOOM 6t-Idl U-lo'' —""OFi�i'- —EN?r� \ - 4' 1 3o��3�II,�IvI - 1 O � V I 5 OU 50"c O COLUMN \ - UNFIN15W5fQZ465 1 John G. I I , I �� O I I— , �J„METE FoonNG wIM , '0)u 4 MccDAM EACH COWITM FLOOD ——�- -T- I�ImcfION 5"tAN FROM L_ _� 5ae0 '--11 1,11wN -,BATH --p�f0a5---- ---- - --� L_ � I � Scarlato Jr. 1 -I I 5�E VEs , Me FLOOR \ • Arch Itect IPU,VP 1 C I �, �� 33 Byram Hill Road 1 I I Armonk,NY 10504 0 Phone:(914)273-7350 -�' 1 MC ROOMINsrAN I I I I _ JGSCARLATO@GMAIL.COM 1 ILE 19071 I.NFIN1115111711mtTy ROOM Wf 4 -fl P 71�Q1,• 71�I L, COr1CMETEFL00M WATER I I F0W WPCot`m 1 1 � \ a " 20'a" 4" 12'-10" o' n4WA?5 SAMAD RESIDENCE 1 32 LINCOLN AVENUE r--� �-� —� _1 TwocAn� I _ _ I__ _ _ __; I __ ___ ___ ___ _ I �.� I I RYE BROOK N.Y. 10573 1 �P L � 1 � 3d1��)I�IZI O 5b►80 I i� I 1 fJR.5.C. I i 1 NEW MODULAR HOUSE Q HVA: (CONSTRUCTION DOCUMENTS BY ao�r 1 1 I i I I MODULAR COMPANY)LAM7JArcFLOOM F` I I NEW DECK AND PORTICO�———--� i i I L_wAf1;M GAS 5E�4ER 0 1 BASEMENT/FOUNDATION r -- ---- -- --- ----- _.- ---- CONSTRUCTION PLAN 2_ DMWING NO. 13ASEMENT/FOUNDATION CONSTRUCTION PLAN a,5o�r`�a � o SCALE:1/4"_T-0I o AIIIIIIIIIIIIII 626•,�Q�- %OF NETJ ELECTRICAL LEGEND NEW MCORA 5WO 5wa.E POLE 5 NEWFLORA3WAYSWO 4 NEW MCORA 4 WAY 5MCH t7 WW MCOEA n NWER 9MrCH I"EW WOM ECEMCAL �C NEW MC09ACd?01 O FA V C ECUf ViEP33Ff ITCWTACA. NEw vicm am RearocAL ZI NEwmote oua.Er El NEW IV CXLE Ouuf O NEwrccE55EvLEvt7M'wair 5"V&M OAFFEL O few MCE5�17 VNHIB vOWM uair 5"OAFFEL YAM LEN5 Q W K17 5"Aw VetcfOR © wav CMON MO We PmcfOE \ QQ WPv 5,41GRE/CAROOU NOICAPE COM VEIMOE \ AXnoN Oox FOR Llaif FIXrI&E \\ WALL 5CONU X<WN OOX \ WALL L GHrD1C110V 80X OO O O \\\ CE M fm RE NFG'CW JWTION wx MCK MM \\ O \ O \ N \ ry vu NOIRJr I nRooM \ RAC ROOM \ qp� \ 3//o I u 15sur.o 14�0 C0v7strc.c"4Aar \ �/23/20 pROGR�55�t John G. N Scarlato Jr. 0 Architect \ 33 Byram Hill Road Armonk,NY 10504 Phone:(914)273-7350 Inc ROOM e�srnNr JGSCARLATO@GMAIL.COM uVI un v ROOM HDr wntEz \\ SAMAD RESIDENCE two CAP,6 AC6 32 LINCOLN AVENUE 9� RYE BROOK, N.Y. 10573 WK NEW MODULAR HOUSE (CONSTRUCTION DOCUMENTS B MODULAR COMPANY) c_o�r NEW DECK AND PORTICO FUEr WA1EE Cu15 W,-Ep BASEMENTREFLECTED CEILING/ELECTRIC PLAN DRAWING NO. 13ASEMENT REELECTED CEILING / ELECTRIC FLAN WW OA L SCALE:1/4"=T-0' 4 1.�0 S2So.� pF NnriT�i LEGEND WW CON5f 110N 0 eYMI-u Col45=110N TO 5fAY C___J Ew5M U fo X REMOWW O# m NUMBER ® w1wovi KuyMp ELEVAVON LOCAf1ON x IwIfulA COM0051rE CLM PALS a� S cOMP05I1E DECK \sk i Q "x 6"COM°051fE PECKING \��� r 96 a1D \ — -J — °5 n/w 24'-0" \ 'O MCH N I yM \ 2'-0" " 511-111, OAK FLOOP, I 62 WIN6 AREA 00 "— SZ W MA COS P0511T � OAK FLOOR _ 00 6117 PALS&lih'A7PAL \ p FADR C dEu 4 - Fly FAMILY ROOM 00 \ OAK FLOOR — _ � 4"C01JM9 \ 7 R ;- LANVING PA"7 \ \\ 3�/oj ZI ►55UCD ! -Cans c'N T77 11 T-0" \ 4/25/20 PP.06M55 5Ef John G. o ovEN5 pAtft'1' =N N r MLv ROOM Scarlato Jr. Padrt;Y I pp, VLE FLOOR 51GE 6-. " O��FLOOR I" CL05Ef �.' „'. ' PORfICO Architect 2 — T O + 9'-0" FLAC&ONE f ONAL 21-4b" ow LP " 9-92' 4' I�� L 2'•0" 26980 � 3En80 PLAfFOPNi 2 6 R 5 R 2 VN ON COM 1051fe 33 Byram Hill Road RnM� POWDER 'p 4 P ww AN�s Armonk,NY 10504 b fI1 E FLOOR I PANTRY ' 1� I OAK FLOOR- - Phone:(914)273-7350 of REF %C. JGSCARLATO@GMAIL.COM a L�srovr 1PE w P �N 5f01�VENEER Ri5 uyiN6 PON 4"COWMfe SA MAD RESIDENCE OAK FLOOR LAWINa PAD 32 LINCOLN AVENUE N RYE BROOK, N.Y. 10573 TWO CAR GAn./2 10 p 4"5LOFEn RETE CONC — uA°na SLASNM 40 wwN. NEW MODULAR HOUSE iWO5MF01 R Q ►r-e" OW FLOOR 20'6" 23- " �' (CONSTRUCTION DOCUMENTS BY M&AR001A MODULAR COMPANY) COAT 0PKFLOOR NEW DECK AND PORTICO FLOOP. P/Q�L OAK FLOOR Mel, FIRST FLOOR Cw:gf ENTRY ALcOw CONSTRUCTION PLAN 2p DRAWING NO. 6'-�" 38'-3" �K�OA���F 60'-0" i o o �E FIRST FLOOR CONSTRUCTION FLAN (MODULAR) N A 51 SCALE:1/4"=T-01 ' of NE11 LEGEND FIBERGLASS SHINGLES I,EwCONSfREWN RIDGE VENT ON 15#BLDG FELT 0 Wa1 FOMAnov 0 U5114 C01451MWW 10 5fAY 5/8"EXT.GRADE E___3 u5i z fo re mMovEo 1"SPACE FOR PLYWOOD SHEATHING AIR FLOW OR ZIP BOARD O vooRl� R (FOLLOW MANUF. SPECS.) ® wll�ow wNa3ER x EMM10NLO,J1IC-4 ROOF RAFTERS x 16"O.C. RIDGE BEAM NOTE: ICE SHIELD REQUIRED AT ALL EAVES 36"BEYOND EXTERIOR WALL BELOW WHERE PITCH OF ROOF IS BETWEEN RIDGE VENT DETAIL 4 ON 12 AND 8 ON 12 24"WHEN PITCH IS 8 ON 12 OR OVER NOT TO SCALE AND OVER ENTIRE ROOF LOWER THAN 4 ON 12 PITCH &LIMMM aga ICE WL17 LOAV,ROOF 56"lM04 MUM w00D fwip CpAtr BEY 50a VAN FEE MP j GivhEY FK5 f0 C0ve 3l A z1 155uf.P I%ti G�Strc. W COFi'ERFLfvUG UM`.JA4 IME1.I1.0 50YR A p rEc"A 6uri R 4/25/20 FRO61155 5Yt 5}�I"IG ES John G. CE 51W7I.OffaWa 36"`'UMA Scarlato Jr. -F �07 9 Architect 33 Byram Hill Road Armonk,NY 10504 Phone:(914)273-7350 ova ° JGSCARLATO@GMAIL.COM malfEewK wa .V0 SI�ICdES SAMAD RESIDENCE 32 LINCOLN AVENUE RYE BROOK, N.Y. 10573 nN.�Rl�l�5oY>' PRCI+I»:CM ROOF %Nae5 NEW MODULAR HOUSE nN�EalAlrSoYR (CONSTRUCTION DOCUMENTS BY ARailROOF MODULAR COMPANY) NEW DECK AND PORTICO ROOF PLAN r uwNUM � �g° �r NcfPl a ffER OFE %OPE RAOF 5LOPE SLOPi CE SiEl.t7 LQ�R00F 56'f�1 MNllM DRAWING NO. � /WMW1M CdJfil R LmtR GUf1ER GUin R GBOA4 &UMNUM Glff1ER 00 0 s 1\00F CONSTKUCTION FLAN MODULAR SCALE.1/4 =1-01 NE`t�,,� I 2020 i�ESIPENTI& CODE TABLE R507.3.1 SECTION R507 MINIMUM FOOTING SIZE FOR DECKS TABLE R607.5 TABLE R607.8 EXTERIOR DECKS LIVE OR LOAD BEARING VALUE OF SOILS"d(psf) DECK BEAM SPAN LENGTHS46•0(feet•Inches) DECK JOIST SPANS FOR COMMON LUMBER SPECIES(it.•In,) 0 F NEW Y 012 K STATE GROUND TRIBUTARY 7500• 2000' 2500• 2 30D0' DECK JOIST SPAN LESS THAN OR EQUAL TO: ALLOWABLE JOIST SPAN MAXIMUM CANTILEVER Decks.Wood-framed decks shall be in accordance SPECIES' SIZE (loeq SPACING SNOW AREA Side of° Diameter of a Side of o Diameter ai o Side of a Diameter or a Side of s Diameter ar° SIZE SPACING OF DECK JOISTS ° with this section.For decks using meta iota and conditions L(pso (sq.it) S re footle round footin Thickness square footing round footing Thickness I(Inches) square footing round footing Thickness square footing round footing Thickness 0 a 10 12 14 18 1B SPECIES' OF DECK JOISTS WITH CANTILEVERS not prescribed in this section,refer to Section R301. (Ps0 (Inches)0 (inches)g f"`t10S) q(inches)g (inches)g !Inches) q(Inches)g (Inches)8 (inches) q finchos)g finches)g (Inches) Omahas) (Inchos) I-2 x 6 4-11 4-0 3-7 3-3 3-0 2-10 2-8 R507.2 Materials.Materials used for die construction of R507.2.2.3 Decayresistance.Plastic composite deck 20 12 14 6 12 14 6 12 M 6 12 14 6 12 16 24 12 16 24 P 1-2 x 8 5-I 1 5-1 4-7 4-2 2-10 3-7 3-5 decks shall comply with this section. boards,stair treads,guards and handrails containing 4D 14 16 6 12 14 6 12 14 6 12 14 G 2 x 6 9-11 9-0 7-7 1-3 1-4 1-6 R507wood,cellulosic or other biodegradable materials shall 60 17 19 G 15 17 6 13 IS 6 12 14 6 1-2 x 10 7-O 6-0 6A 4-11 4-7 4-3 4-0 2 x 8 13-1 11-10 9-8 2-1 2-3 2-5 grade or Wood materials,Wood materials in a o an a be decay resistant in accordance with ASTM D7032. grade or better lumber,preservative-treated in accordance Y 40 80 20 22 7 17 19 G 15 17 6 14 ICI 6 1-2 x 12 8-3 7-1 6-0 5-10 5-5 5-0 4-9 Southern pine 2-2 x 6 6-11 5-ll 5-4 4-10 4-6 4-3 4-0 2 x 10 16.2 14-0 11-5 3-4 3•6 2-10 100 22 25 8 19 21 G 17 19 6 IS 17 6 with Section R317,or approved,naturally durable lumber, R507.2.2.4 Termite resistance.Where required by 2 x 12 18-0 16-6 13-6 4-6 4-2 3-4 and termite protected where required in accordance with Section 318,plastic composite deck boards,stair treads, 120 24 27 9 1 21 23 7 19 21 6 17 19 G 1 2-2 x 8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 Section R318.Where design in accordance with Section guards and handrails containing wood,cellulosic or 140 26 29 10 22 25 8 20 23 7 )e 21 6 Southern pine 2 x 6 9-G 8-8 7-2 l-2 1-3 1-5 g g g 2-2 x 10 10-4 9-0 8-0 74 6-9 6-4 6-0 Douglas fir-lerctd R301 is provided,wood structural members shall be other biodegradable materials shall be termite resistant 111 26 31 11 24 27 9 21 24 R 20 22 7 2-2 x 12 12-2 10-7 9-5 8-7 8-0 7-6 7-0 - 2 x 8 12-6 11-1 9.1 1-I1 2-1 2-3 designed using the wet service factor defined in AWC in accordance with ASTM D7032. 20 12 14 6 12 14 6 12 14 G 12 14 6 Sprucer° 2 x 10 15-8 13-7 11-1 3-1 3-5 2-9 NDS.Cuts,notches and drilled holes of preservative. 3-2 x G 8-2 7-5 6-8 6-1 5-8 5-3 5.0 spruce pine-tu°, P R507.2.2.5 Installation of plastic composites.Plastic 40 IS 17 6 13 15 6 12 14 6 12 14 6 2 x 12 18-0 15.9 12-10 4-6 3-11 3-3 treated wood members shall be treated in accordance with composite deck boards stair treads,guards and hand- 60 19 21 6 16 18 6 14 I6 G 13 is 6 3-2 x 8 10-10 9-6 8-6 7-9 7-2 G-6 G 4 pas , g 2 x 6 B-10 8-0 7-0 1.0 1-1 1-2 Section R317.1.1.All preservative-treated wood products rails shall be installed in accordance with this code and 3-2 x 10 13-0 11-3 10-0 9-2 8-6 7-11 7.6 Redwood, in contact with the ground shall be labeled for such usage. 50 g0 21 24 8 19 21 G 17 19 6 15 17 6 �+ � g die manufacturer's instructions. 100 24 27 9 21 23 7 19 21 G 17 19 6 3-2 x 12 I5-3 13-3 I t-10 10.9 10-0 9-4 8-10 western cedars, 2 x 8 11-8 10-7 8-8 1-8 I-10 2-0 R507.2.1.1 Engineered wood products,Engineered R507.2.3 Fasteners and connectors.Metal fasteners and 120 26 30 10 23 26 8 20 23 7 19 21 6 3 x 6 or 2-2 x 6 5-5 4-8 4-2 3-10 3-6 3-1 2-9 ponderosa pine`, 2 x 10 14-!1 13-0 10.7 2-8 2-10 2-8 wood ioducts shall be in accordance with Section red pine` 2 x 12 17-5 15-1 12.4 3.10 3-9 3-1 P connectors used for all decks shall be in accordance with 140 28 32 II 25 28 9 22 25 8 20 23 7 3 x 8 or 2-2 x 8 6-10 5-ll 5-4 4-10 4-6 4-1 3-8 R502. Section R317.3 and Table R507.2.3, 160 30 34 12 26 30 10 24 27 9 21 24 8 For SI:I inch-25A mm,1 foot-304.8 mm.I pound per square fool=0.0479 kPN 1 pound=0.454 kg. R507.2.2 Plastic composite deck boards,stair treads, 3 x 10 or 2-2 x JO 8-8 7-3 6-6 5-11 5-6 5-1 4-8 a.No.2 grade with net service factor. P R507.2.4 Flashing.Fleshing shell be corrosion-resistant 20 l2 14 G t2 la G t2 14 G 12 14 G guards,or handralls.Plastic composite exterior deck metal of nominal thickness not less than 0.019 inch(0.48 40 16 19 6 14 16 G 13 14 6 12 14 G Douglas fir-larch`, 3 x 12 or 2-2 x L2 9-8 B-5 7-6 6 10 6.4 S-I l 5.7 b.Ground snow load,live land-40 psf,dead load-ID psf,U6-360. boards,stair treads,guards and handrails shall comply !Firth)or approved nonmetallic material that is compatible 60 20 23 7 17 20 6 16 I B G 14 16 6 hem-fir, 4 x G 6-5 5.6 4-11 4-6 4-2 3-11 3-8 c.Ground snow load,live toad=40 psf,dead toad-10 par,L)a-360 at main span,Ue-180 at cantilever with a 220-pound point land applied to arid. with die requirements of ASTM D7032 and this section. with the substrate of die structure and the deckingmateri- spruce-pine-fir, 4 x 8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 d.Includes isp i ies factor. 80 23 26 9 20 23 7 IB 20 6 16 l9 G redwood, e.Northern spaces with no incising factor. R507.2.2.1 Labeling.Plastic composite deck boards als. 60 100 26 29 10 22 25 R 20 23 7 18 21 6 western cedars, 4 X 10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 L Cantilevered spans not exceeding the nominal depth of the joist are permitted. and stair treads,or their packaging,shall bear a label R507,2.5 Alternate materials, Alternative materials, 120 28 32 11 25 28 9 22 25 8 20 23 7 ponderosa pine, 4 x 12 11-5 9-11 8-10 8-1 7-6 7.0 6-7 that indicates compliance with ASTM D7032 and includingloss and metals,shall be emtitted. 140 31 35 12 27 30 10 24 27 9 22 24 8 red pine' includes the allowable load and maximum allowable g P 3-2 x 6 7-4 6 8 G-0 5.6 5-1 4-9 4-G TABLE R50G span determined in accordance with ASTM D7032. R507.3 Footings.Decks shalt be supported on concrete foot- 160 33 37 13 28 32 11 25 29 10 23 26 9 3-2 x 8 9.8 8 G 7-7 6-11 6-5 6.0 5-8 MAXIMUM JOIST SPACING FOR DECKING in 8 or other approved structural systems designed to accoin- 20 12 14 6 12 14 G 12 14 6 12 14 6 MAXIMUM ON CENTER JOIST SPACING Plastic Or composite handrails and aids,or their g PP y g 3-2 X 10 12-0 10-5 _9-4 8-G 7-10 7.4 6-11 DECKING MATERIAL TYPE AND NOMINAL SIZE P modale all loads in accordance with Section R301.Deck 40 18 20 6 is 17 6 14 IS 6 12 14 6 •• •••• Docking perpendicular to joist Docking diagonal to joisr phckasiiij;'shell 6teiir u label that hldlcdtes i:om))liance"' 3-2 x 12 13-1 l t2-1 10-9 9-l0 9-1 8-6 8-1 , with ASTM D7032 and includes the maximum allow- footings shall be sized to carry the imposed loads from the 60 21 24 8 19 21 1 6 17 19 6 Is 17 G I!,-inch-thick wood 16 inches 12 incites deck structure to the round as shown in Figure R507,3.The For SI:I inch-25.4 min,I foot-304.6 min,I pound per square foot-0.0479 kPa,1 pound-0.454 kg able span determined in accordance with ASTM g g 80 25 28 9 2I 24 I 8 19 22 7 l8 20 G a.Ground snow fond,live load-40 psf,dead load-10 psf,UA-360 at main spot,UA-180 of cantilever with a 220-pound point bad applied at the end. 2-inch-thick wood 24 inches ICI incites D7032. footing depth shall be in accordance with Section R403.1.4. 70 10n 28 31 11 24 27 9 21 24 8 20 22 7 • b.Beano supporting deck joists from one side only. Plastic composite I In accordance with Section It507.2 In accordance with Section R507.2 R507.2.2.2 Flame spread Index.Plastic composite Exception: Free-standing decks consisting of joists 120 3D 34 12 26 30 j 10 24 27 9 21 24 8 1 c.No.2 grade,wet servico factor For SI:1 inelh-25.4 mm,1 root-304.8 ram I degree-0.01745 Fad. directly supported on grade over their entire length. 140 33 37 13 28 32 I 1 25 29 10 23 26 9 e.Beam depth shall be or. Than or equal to depth of joints with n Ouslt beam eottdillon. deck boards,stair treads,guards,and handrails shall I e.Includes Incising rector. o.Maximum angle of 45 degree from perpendicular for wood deck boards. exhibit a flame spread index not exceeding 200 when R507.3.1 Minimum size.The minimuam size of concrete 160 35 40 15 1 30 34 j 12 27 31 11 25 28 9 f.Northern species.Incising factor not included tested in accordance with ASTM E84 or UL 723 Willi footings shall be in accordance with Table R507.3.1, For Si:I inch-25.4 mm,I square foot-0.0929 in',I pound per square root-0.0479 kPs. c.Assumes minimum square footing to be 12 Inches x 12 Inches x 6 incites for 6 x 6 post. g.Beam cantilevers are limited to the ndjawd beum's span divided by 4 the test specimen remaining in place during the lest. based on the tributary area and allowable soil-bearing a.Interpolntion permitted,extrapolation not permitted. d.if the support is a brick or CMU pier,live footing stall have n minimum 2-inch projection on all aides SHEATHING Exception:Plastic composites determined to be pressure in accordance with Table R401.4.1. b.Based on highest load case:Dead+Live or Dead+snow, e.Area,In square feet,ofdeck surface supposed by post and footings TABLE R507.9.1.3(1) noncombustible. I DECK LEDGER CONNECTION TO BAND JOIST'b NOTE: SIDING (Deck live load-40 psf,deck dead load-10 psf,snow load S 40 pso THIS DETA.L IS APPLICABLE R507.6.2 Deck joist lateral restraint.Joist ends and WHERE FLOOR JOISTS ARE FLASHING FOR shall b TABLE R507.2.35�MINIMUM FOR JOIST SPAN PARALLEL TO DECK JOISTS. WATER TIGHTNESS FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS" bearing locations e provided with lateral resistance 1 BEAM SPLICES CONNECTION DETAILS 6 and less 8'1"to 8'1 e t'to 10'1 10'1"to 12 1Z'1"to 14' 14'i"to 16 16'1'to 18' to prevent rotation.Where lateral restraint is provided by BEAM SPLICE IF REQUIRED�~ DECKING ITEM MATERIAL MINIMUM FrNISH/COATING ALTERNATE FINISHICOATING' ( ) ��' �- On center spacing or In accordance with Stainless sled,silicon bronze or Joist hangers or blocking between joists,their depth shall (IF REQUIRED) '/inch diameter la screw with'/inch Nails and limber rivets Hot-dipped galvanized per ASTM A153 equal not less than 60 percent of the joist depth,Where lot- MUST OCCUR ;-G'��_ = g r,i 30 23 18 15 13 11 10 PF g p q P J P ''1'`_'� APPROVED JOIST HANGERS ASTM F1667 copper OVER POST k-�_ �_•1 maximum sheathing oral restraint is provided by rite joists,they shall be ",� �_�� e? ry '!inch diameter bolt with'/inch maximum ° Bolts` J In accordance with [Jot-dipped galvanized per ASTM A153,Class C secured to die cud of each joist with not fewer than three _ �i"►ti �_O lsheattin° ' 36 36 34 29 24 21 19 2'MIN. Yx LEDGER WITH FASTENERS Lag screws ASTM A307(bolts), (Class D for/s-inch diameter and less)or mechani-Stainless steel,silicon bronze or 10d(3-inch by 0.128-inch)(76 min by 3.3 min)nails or Gi, n 1' I 4 -� � 8 IN ACCORDANCE WITH TABLE R507,2 (including nuts and ASTM A563(nuts), tally galvanized per ASTM B695,Class 55 or 410 copper -.,J �i11 /-inch diameter bolt with I-inch maximum 3G 3G 29 24 21 18 ICI washers) ASTM F844(washers) stainless steel three No.IOx 3-inch(76 ram)long wood screws. 'sheathing• HOLD-DOWN DEVICE MIN 750 I.B.CAPACITY ASTM A653 type 0185 zhhc coated galvanized R507.7 Decking.Maximum allowable spacing for joists sup- APPROVED- FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTED yp g g• P g J P" POST CAP I � For SL•1 inept-25.4 ram,1 foot-304 8 ram,I pound per square foot-0.0479 kPa. ALONG DECK AND ONE WITHIN 24"Of EACH Per mnnufacnirer's steel or post hot-dipped galvanized per ASTM porting decking shall be in accordance with Table R507.7, a Ledgers stall be Rasped In accordance with Section R703.4 to prevent water from conlocling the house bend joist END OF THE LEDGER.HOLD-DOWN DEVICES Metal connectors Stainless steel SHALL FULLY ENGAGE DECK JOIST PER specification A123 providing a minimum average coating Wood decking shall be attached to each supporting member BEAM OVER POST CAP BEAM OVER POST b.Snow land shall not be assumed to net concurrently with live land. HOLD-DOWN MANUFACTURER. weight or2 0 ozJR1(total bolls sides) e.The lip or the lag anew sitahi fully extend beyond the inside thee of the band joist. with not less than two 8d threaded nails or two Na.8 wood d.Sheathing shalt be wood structural panel or solid sawn lumber. For SI:I inch-25.4 mm,1 foot-304.8 ram. screws.Other approved decking or fastener systems shall be a.Shcathin shall be ern fitted to be wood situcturrd ane1, u m board,fiberboard,lumber or fount sheathing U to'/-inch thickness of slacked washers s a.Equivalent materials,coatings and finishes shall be permitted For SI:I Inc!-25.4 min. B P P BYl 8 P : A FULLY THREADED is DIAMETER LAG installed in accordance with the manufacturers installation I shall be permitted to substitute for up to/,Inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing SCREW PREDRILLED W/MIN 3'PENETRATION b.Fasteners and cotmee(ors exposed to salt water or located within 300 feet of a salt water shoreline shall be stainless steel requirements. I FIGURE R507.5.1(1) TO CENTER OF TOP PLATE,STUDS,OR HEADER. c.Hole+for bolts shall be drilled a minimum/„inch and a maximum'/1,inch larger than the bolt. DECK BEAM TO DECK POST d Lag screws%inch and larger shall be predrilled to ovoid wood splitting per the National Design Specification INDS)for Wood Construction. R507.8 Vertical and lateral supports.Where supported by 't a• TABLE R507.9.1.3(2) For SI:1 inch-25.4 mm,I roof-304 8 min e.Stainless-steel-driver fasteners slhal'be in accordance with ASTM Fl667. e01N!M,U,W2t' MINIIN(1M 2 k - PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS attachment to an exterior wall,decks shall be positively ^' anchored l0(Ile prhnary structure and designed for both verb- MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS FIGURE R507.111.2(2)AT _ 12•MgV -MANUFACTURED POST CONNECTOR TOP EDGE BOTTOM EDGE ENDS ROW SPACING DECK ATTACHMENT FOR LATERAL LOADS cal and lateral loads.Such attachment shall not be accom- �•- IN ALLOWABLE SOILS �+ Iished b die use of toenails or nails subject to withdrawal. 51N LE PLY bW-t•` MULTIPLE-PLY!#EAIh'f+E, Ledger" 2 inches° '/,inch 2 niches' lb,inches° i --TYPICAL PT POST P Y 1 ti M For decks with cantilevered framing members,connection to �„f `�•v Band Joist' r/e inch 2 inches 2 inches° I'/e inches° exterior walls or other framing members shall be designed and ti _. '32 112"bl�A�fiETi:R For SI-I inch-25A min. 4 12 constructed to resist uplift resulting from the full live load } TFIROUGH=OLTS `` a Lag screws or bolts shrill be staggered from the lop to the botto n along the horizontal run of the deck ledger in accordance with Figure R507.9.1.3(l) i �.. 4 GRADE 31 specified in Table R301.5 acting on the con(ilevercd portion of Ofi:App OS)Eb b Maximum 5 Inches. -7 EQl11VAl ENT i I e For engineered rim joists,the manufacturer's recommendations shall govcm. pig 7zrr,� , A2 the dick.Where positive connection to the primnry building .• Y /_ 1 ' ; cfNNf_cbR• ; d The minimum distance front bottom raw offal;screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.9.1 3(I) z�'0 1 Z� SSV I� l�h i1 ip t structure cannot be verified during inspection,decks shall be ,• self-supporting. 3 r✓� z STAGGER FASTENERS T a R507.9 Vertica)and lateral supports a(band Joist.Vertical r t 1'05:Nb'j�:F{ti-'' 3 �' IN 2 ROWS _J C-__._.__�-.�1 __N_-,- _.� __' r - and lateral supports for decks shall comply with this section. -•. FOR FULf=§AM:' _ 1 5.5"MIN.FOR 2 X B' 'D.STANCE SHALL BE PERMITTED TO DIAMETER l/- R507.9.1 Vertical supports.Vertical loads shall be trans- 2 2�'M`N' 5-MAX 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5-Il°LAG SCREWS DEPTH I PER TABLE THROUGH BOLTS NEJ'SiVj SpL{�iEc---^--�, 7.5"M N FOR 2 X 12 ARE USED OR BOLT SPACING 15 L PER TABLE IN BOTH DIRECTIONS ferred to band joists with ledgers in accordance with this - ® ® ® REDUCED TO THAT OF LAG SCREWS MINIMUM E NOTE:NOT SCREWS OF EMBEDMENT section. -;{r >L+ -L TO ATTACH 2 X a LEDGERS TO 2 X 8 2'M N. BAND JOISTS 4'GRAVEL-• R507.9.1.1 Ledger details.Deck ledgers shall be a I LEDGER LAG SCREW OR BOLT 3/4'M N minimum 2-inch by 8-inch(51 hnm by 203 Ism)nomi- NOTE: POSTS MUST BE CENTERED ON OR IN FOOTING not, pressure-preservative-treated Southern 'pine, '_ t, John G■ j ) I (' For S1:I inch-25.4 rant incised ressure-resenrotive-treated hem-fir, or I _ Fors!1 inch=25.4 titre. approved,naturally durable,No.2 grade or better turn- FIGURE R507.9.1.3(1) FIGURE R507.3 ber.Deck ledgers shall not support concentrated loads - PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS DECK POSTS TO DECK FOOTING CONNECTION t": S ca rl ato J r from beams or girders.Deck ledgers shell not be sup- �2f � ■ R507.5 Deck beams.Maximum allowable spans for wood ported on stone or masonry veneer. mil.,r R507.3.2 Minimum depth,Deck footings shall extend deck beams,as shown in Figure R507.5,shall be in accordance below the frost line specified in Table R301.2(1)in actor- R507.9.1,2 Band joist details.Band joists supporting a I EXTERIOR SHEATHING Architect with Table R507.5.Beam plies shall be fastened with two rows For SI:1 Inch-25A nun. dance with Section R403.1.4.1. ledger shall be a minimum 2-inch-nominal(51 min), of IOd(3-inch x 0.128-inch)nails minimum at 16 inches(406 I EXISTING STUD WALL Exceptions: ram on center anon each edge.Beams stroll be permitted to solid-sawn,spruce-pine-fir or better lumber or a mini- FIGURE RsoT.5.1(2) P cantilever al each end u to one-fourth of the allowable beats mum Witch by 9'/,inch(25 min x 241 mm)dimen- I NOTCHED POST-TO-BEAM CONNECTION I.Free-standing decks that meet all of the following P , EXISTING 2x BAND JOIST 33 Byrom Hill Road span.Deck beams of other materials shall be permitted where sional,Douglas fir or better,laminated veneer lumber. PRIMARY PRIMARY OR ENGINEERED RIM BOARD criteria: P Pe � RIM STRUCTURE Armonk,NY 10504 1.1.The joists bear directly on precast con- designed in accordance with accepted engineering practices. Band joists shall bear frilly on the primary structure I FOR CANTILEVERED STRUCTURE crate pier blocks at grade without sup- capable of supporting all required loads. I JOISTS R507.5,1 Deck beam bearing.The ends of beams shall BLOCKING OR Phone:(914)273-7350 port by beams or posts.. I OTHER LATERAL 2'MIN have not less than 1/z incites(38 tern)of bearing on wood R507.9.1.3 Ledger to band Joist details.Fasteners I RESTRAINT LEDGER LEDGER DECK JOIST 11.The area of the deck does not exceed 200 or metal and not less than 3 inches(76 min)of bearing on used in deck ledger connections in accordance with REOUIIRED OVER soaRD JOIST BOARD JGSCARLATO@GMAT L.COM square feet 18.9 mr 1"/."MIN q ( ) concrete or masonry for the entire width of the beam. Table R507.9.1.3(!)shell be hot-dipped galvanized or h 5"MAX. 1.3.The walking surface is not more thhan 20 Where multiple-span beams bear on intermediate posts, stainless steel and shall be installed in accordance with I lAG SCR[CREWS OR BOLTS inches(616 min)above grade at any each ply must have full bearing on the post in accordance Table R507.9.1.3(2)and Figures R507.9.1.3(1)and 2`M'" SAMAD RESIDENCE. point within 36 inches(914 mm)men- with Figures R507.5.I(])and R507.5.1(2). R507.9.1.3(2). I I JOIST ANGER 32 L I N CO L N AV E N U E sured horizontally frohn the edge. JOISTS HANGER FLOOR FRAMING D o 0 ' HANGER BIeAA� EACH END O 2.Free-standing decks need not be provided with R507.5.2 Deck beam connection to supports.Deck R507.9.1.4 Alternate ledger details.Alternate from- I BEAM / oar o o° JOIST HANGER footings that extend below the fi-ost line. beams shall be attached to supports in a loaner capable of ing configurations supporting a ledger constructed to o RYE BROOK N.Y. 10573 g transferring vertical loads and resisting horizontal dis- meet the load requirements of Secdon R301.5 shall be POST(BEYOND) � POST(BEYOND) � EXISTING o'c?'op b° 1 R507.4 Deck posts.For single-level wood-framed decks FOUNDATION WALL with beams sized in accordance with Table R507.5,deck post Placement.Deck beam connections to wood posts shall be pennitled, in accordance with Figures R507,5.1(1)and R507S.1(2). I T AN MEASURED _ For S1t I inch-25 4 min. size shall be in accordance with Table R507.4. R507.9.2 Lateral connection.Lateral loads shall be trans- �-JOIST SPAN Manufactured post-(o-beats connectors shall be sized for OPTIONAL 1 cENTERLINE TO CENTERLINE (erred t0 the ground Or t0 a sit ucture capable Or transmit- CANTILEVER I OF JOIST HANGERS FIGURE R507.9.1.3(2) NEW MODULAR HOUSE the post and beam sizes.Bolts shall have washers under ting them to the ground.Where tlhe lateral load connection PLACEMENT OP'LAG SCREWS AND BOLTS IN BAND JOISTS TAPOE R507.4THEIG the head anduut. CANTILEVERED JOISTS WITH DROPPED BEAM JOISTS WITH FLUSH BEAM CONSTRUCTION DOCUMENTS BY DECK POST HEIGHT' is provided in accordance will!Figure R507.9.2(1),hold- , MAXIMUM HE GHT" R507.6.1 Deck joist bearing.The ends of joists shall have down tension devices shall be installed in not less than two I RIM MODULAR COMPANY) DECK POST SIZE (feet-Inches) not less than 1'/1 inches(38 ram)of bearing on wood or locations per deck,within 24 inches(6 10 ram)of each end 4 x 4 6-91 metal and not less than 3 incites(76 mm)of bearing on of the deck.Each device shall have an allowable stress i FOR CANTILEVEREDJO'STs NEW DECK AND PORTICO 4 x 6 g concrete or masonry over its entire width.Joists bearing BLOCKING OR OTHER HOLD-DOWN OR SIMILAR 6 x 6 3 co top of a multiple-ply beam entire ledger shah)be fastened design capacity of not less than 1,500 pounds(6672 N). LATERAL RESTRAINT TENSION DEVICE Where the lateral load connections ale provided in actor- REQUIRED OVER BEAM JOIST in accordance with Table R602.3(l).Joists bearing on top I 6,MAXIMUM OOR CENTER AT 8 x 8 14 dance with Figure R507.9.2(2),the hold-down tension 6'MAXIMUM ON CENTER TO of a single-ply beam or ledger shall be attached by a devices shall be installed in not less than four locations per ' JOIST WITH HOLD-DOWN DECK CODES, For SI:I Inch-25.4 mm,1 foot-304.8 mm, mechanical connector.Joist framing into lute side of a = I pound per square foot-0.0479 kPs. deck,and each device shall have an allowable stress a.Measured to the underside of the beam. beam or ledger board shall be supported by approved joist design capacity of not less than 750 pounds(3336 N). JOISTS b.Based on 40 psf live load hangers. ,ysr I JOIST BEAM TYPICAL DETAILS HANGER e.The maximum pcmtit(cd height is 8 feet for one-ply and two-p:y beams. _ BEAM EAOH END AND NOTES The maximum permitted height for three-ply beams on post cap is 6 feat 9 __ -_ j-1asT + 4- + + + + inches. POST(BEYOND) POST(BEYOND) + {. + + R507.4.1 Deck post to deck footing connection.Where L-- --] --- posts bear oil concrete footings in accordance with Section 6FJw 1 OFAM R403 and Figure R507.4.1,lateral restraint shall be pro- PosT POST �-�--JOIST SPAN CENTERLINE TO CENTERLINE vided by manufactured connectors or a minimum post OPTIONAL OPTIONAL OFJOISTHANGERS JOIST PAN MEASURED DRAWING NO. embedment of 12 inches(305 mm)in surrounding soils or CANTILEVER I CANTILEVER concrete piers.Other footing systems shall be permitted. i JOISTS ON FREE-STANDING DECK FLOOR JOIST DECK JO;ST JOISTWII•H FREE-STANDING WITH FLUSH BEAM ��`qa Exception:Where expansive,compressible,shifting or other questionable soils are present,surrounding soils P1oNnl eEnMSPAN BEAM SPAN oPnolull oPnONAL BEAMSPAN BEAM SPAN �' L shall not be relied on for lateral support. CANTU-VER cwnLEVER CANT LIVER crWTILE R FIGURE R507.6 TYPICAL DECK JOIST SPANS DROPPED BEAM FLUSH BEAM For SI:I inch-25.4 mm. 52.6�0,•% FIGURE R507.5 FIGURE R507.9.2(1) �F OF TYPICAL DECK JOIST SPANS DECK ATTACHMENT FOR LATERAL LOADS I 60'-0" 36'-0" 24'-0" 8'-0" 10'-0" 10'-0" (' -- - - -_T_W3046-2_-_--_-- - - _FWG6068_ T__- - -- -- —_ W3046-2 ---_ _ -- — - NOTE: — — — — — ---- 1,680 PLF —-- ---- ff E FOUNDATION DETAIL SHEET I �-CONCRETE FOOTING SYMBOLS: ! I 6.OK 6.0K FOUNDATION WALL I I 0.5K UP 0.5K UP I r-, -HOLD DOWN DEVICE.BUILDER TO PROVIDE HOLD DOWN TO THE FOUNDATION FOR THE LOADS LISTED. - ?,?K =POINT LOAD.POINT LOADS ARE FROM 1st STORY �? CEILING OR ABOVE AND MUST BE CONSIDERED IN ADDITION TO UNIFORM PLF LOADS. — — M I i 1 10" cn LO ITYP. - I I 12'-0 3/41 PC 'I V-11 1l4" 4'-0" I 4 � j I _ 1,680 PLF I 2,550 PLF 1,760 PLF 2,550 PLF 10'-4" 614' 51-8' 6'-10' V-10" i (3)1 1l2"x91/4"LVL IN FLR ABOVE - -- - 0.3K UP I 0.3K UP OIN LO- 01 LO- IN LO I - I- co 31 1/2°x 1/4"LVL IN F R ABOVE ! 3.OK I I M 3.OK =f 0.9K UP -� --- — — - - - -- - --� — -- — - _j ; 0.9K UP ( ! I 4 ! ----- cn 12.3K -- -- I OAK UP � 1Ln UP 10" j I ISSUED FOR BUILDING PERMIT 3/10/21 co i (3)1 112"x91/4'LVL IN FLR ABOVE 700 PLF I 1.3K i 0.2K UP I 7'-8' 7'-8" 7'-0' 13'-8' ! I I ____ __ (3)1 1!2°x9114"LVL IN FLR ABOVE I I i OIN LO ) OIN LO ------ ( 3 7K - - - -$- - - - - - I UNEXCAVA IED GARAGE N CD i I 11.2K 16.7K 15.4K 10.1K � i I I i I John G. 15'-6" 140° I I Scarlato Jr. fM Architect 18.8K SILL PLATE ANCHOR BOLT 1.6K UP 33 Byram Hill Road f Armonk,NY 10504 ---- I -- — ---•1,-680 PLF I-- — — — -- Phone: 914 273-7350 _ -� �-- --- -- _ _ _.__ 1,680 PLF 1,680 PLF JGSCARLATO@GMAIL.COM 12" 720 TYP. -1 C'[ SAMAD RESIDENCE 13'-0° s'-3' 2'-1 1l2' 9'-3" 1'-71/2" 32 L I N C O L N AVENUE 14'-6' 1 8'-6" 37'-0' RYE BROOK, N.Y. 10573 ------------- FOUNDATION PLAN FOUNDATION PLAN- BASEMENTREFLECTED CEILING/ELECTRIC PLAN DRAWING NO. e°A�C.�. 0 SIMPSO SIMPSON HDU* 3'-0 MCI CLEARIA,DM •. ATTACH TO STUDS w/ STHD14RJ* 38 16d SINKER NAILS SIMPSON CNW ATTACH TO STUDSrALLPorIr5Ar3ovEnE • ( 2X6 WOW 5NW5 @ 16 O.C.OL.WIM R-20 PERMIrfw MaA..EVEN • ) * wl SDS 1!4"X2-112" Y'(.MM WAT } DAff OR 5°RAY FOAM IN51MION M N OR 6ET%MN 501.ID WA15 HANDRAILS ATTACHED TO COUPLER NUT R-13 DAff.PLUS R 5 EIa2 9J�i hfla oR oFEN P05f5Ati47 P05t THE INSIDE OF GUARDS • NAILED SCREWS*(SEE CHART FW511RoOR AADWALL COW NAWN5 SHALL BE CONTINUOUS .:PORTION (AS REQUIRED) FOR QUANTITY) 5 FROM A POINT DIRECTLY • PLYW0017 Slt3-FLOOR /e EXIEEIOR E LDX PLYWOa7 Yam!fOP P.A.OF�q� ABOVE THE TOP RISER • * a.LED ni NAup f0 JOIST W/tYVEK HOI15�WRAP Z P 15 FUNCTIONING A5 WNF Z%A5 IM1ELL, TO A POINT DIRECTLY THREADED ROD iffa�A'37foPRAlLnwxf5 •. P05f A'WK AffAaW A5AWW�L7M ABOVE THE LOWEST • SPAN EMBEDDED IN 2t6F.f.5ILLPLAID TOF11JA1-RISER � %AIRTEEAVAIJ�7R15ER5 RISER OF THE FLIGHT CLEAR' CONCRETE(SEE 9jol Af1lt AS WELL AS MEET I�TYVEEIJ 5A0 X�MUM F n.st Fi. _ F4+V37RA IS CONnNU0l15 °p/w ,�5 MINIMUM CLEAR WITH MA CHART FOR SIZE) DIMESIONAL 50LIA%6LOCK5 @ 16"0C. A00w M:for B5ER LLEAR /e spa L A REQUNREMENTS M11J.31.5 Wt9M THREADED ROD FASTENER CHART I "r�FJ.'S I6'�oc fonpalJrn�CnY Z Z � " �iM BOA97 A90VE il•E LOV�ESf HANDRAIL STYLES CAN 30' MIN. NE #4 REBAR r , CHART MODEL SDS q X 15M SEAL 4 J'MAX VARY WIDELY,BUT MUST REBAR LENGTH �`'+lr ,;•:�:, IN SHEAR CONE MODEL ROD DIA. "# RIROFtFEFLLiif SOLID PRO!ECHO' ALL COMPLY WITH 2t#iS 12' MIN HDU2 5/8, a HDU2 6 c z)2t6 P.f.su PLATE - FROM WALL WALL IRC R311.7.8.3 FOR GRIP HDU4 5/8" a HDU4 10 R 19 BAff IN9LATION MBJ, I(I OR OPEN OR P05f SIZE.VERIFY ANY PRE 3 REBAR a °.II. rEEMItE Lv 1 9 POST 2f'MN IF IVJO MANUFACTURED Stepson Strang-� (LENGTH) HDU5 5/8� HDU5 14 z .� H*M 5 STHDI4RJ HDUB 7/8 � - HDUB 20 c: I - � AND HANDRAILS ARE IN Rh Jolst Instnllutlon 1/2' MIN. „ 1I S1lYCCJ F9JL91 A�ovE GRADE _ RAIL COMPLIANCE WITH HDU11 1 . HDU11 30 Yz' e'A1._NOR5�+4.O'0C I 4 OPENING BETWEEN /aU%[7 FROM NV MAX I-0"I`Whi COMR5 J - OPEBALNINGRS SHALL NOT MANUFACTURER AND/OR CORNER HDU14 1" HDU14 36 =J �k ARCHITECT PRIOR TO (*)=SUPPLIED&INSTALLED ON SITE BY BUILDER PER M=SUPPLIED&INSTALLED N SITE BY BUILDER PER ALLOW PASS THROUGH.OU GH.HERETO am PURCHASE OR MANUFACTURER'S INSTALLATION INSTRUCTIONS.SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS.SEE NEW BASEMENT x4PWAR 24"O.G. SAD INSTALLATION. SHEET 2a FOR LOCATIONS. SHEET 2a FOR SIZE&LOCATIONS. 4"FROM MRf�CP1 LY Of POW, OPENING BELOW BOTTOM `^ °• �° 4"FROM OUfSDE OF PaP. RAIL SHALL NOT ALLOW 6" 1 SPHERE TO PASS CONNECTION DETAIL-1 CONNECTION DETAIL-2 SIMPSON STHDRJ14 HOLD DOWN TO FOUNDATION SIMPSON HDU HOLD DOWN TO FOUNDATION 10 POUWCa\M,E FOUWAWN WArEEPRooFW� �'� ALL RISERS TO HAVE COA" BACKERS OR l'WrKTE>a'ANSlON!OWf a 4" 2"R-10'F.W W5LLATION MODIFICATIONS TO �< 0OAT AGAN5f FOlf-VA110N MLOW PREVENT A 4"SPHERE 5"CON-Elf 5LO W/6x6/0 0 GRi A"PEOK FROM PASSING THROUGH M1V.CLEAR WV1MW/VAPOR 0A".itfEEON-" ' GRADE IF TOTAL RISE IS 9 h9N z LEVEL CUAR COMPACTED G.°.AVEL 111 I I�I I�I�F1 I I=1 H IYH GREATER THAN 30" tEEAD DEPM G "� 5/8"DIA.ANCHOR BOLT IMBEDDED cFopeA�MENn ►'—III_1�1riT�iff_7i vAPJA110N _M M I I CI I!_I I I—I IJT- Nor fo IN CONCRETE MIN.7°(15°IN MASONRY) — 1STSTUD24 FROM CORNER �Irlirirl—n—I�' STAIR CODE DIAGRAM 6'-0"O.C.MAX.12"FROM CORNER(*} �' •, _�---•� ..••:o�.e 4"PWA FOOnI.�(VAIN MM 12 2'-�" a e4 tl e e 6FA EL fCMR WMR 5ILf 5MEN TACK SHEATHING a' , 4 _NOT-TO_SCALE____ CONCRETE PARGING COVER me n4 mom 51,/.ay.FE0M5IDn5 AW MOM OF 241Id2" FWITH BITUMINOUS COATING Gavrwn,I5 Foon1JG POIR d'1: FOUNDATION WALL BY BUILDER. NO WIRES I 2'-0' THIS AREA PERFORATED DRAIN TILE SITE INSTALLE HOLD DOWN ISSUED FOR BUILDING PERMIT 3/10/21 FOUNDATION WALL DETAIL _ ---- #4 RE-BAR CONTINUOUS --- — - -- FOUNDATION WALL DETAIL CORNER COLUMN DETAIL SIMPSON HDU HOLD DOWN TO FOUNDATION FLOOR DECKING METAL JOIST HANGER John G. FLOOR JOIST Scarlato Jr. 31/2"x7"x1/4 STEEL PLATE WELDED TO COLUMN Architect 33 Byram Hill Road (4)3/8"x4"LONG LAG BOLTS DECORATIVE COMPOSITE CAP Armonk,NY 10504 COMPOSITE 2'x6"HANDRAIL Phone:(914)273-7350 31/2"IN DIA.STANDARD O COMPOSITE 2"x4"TOP RAIL JGSCARLATO@GMAIL.COM ' M COMPOSITE 2"x2"BALUSTERS @ 5"O.C. STEEL PIPE COLUMN "r 1 FROM z SAMAD RESIDENCE DOOR • • a 30 x30"x10"CONCRETE SILL TO o COMPOSITE 4"x4"POST 32 L I N CO LN AVENUE 0 " DECKING I"x COPP O . FOOTING(STANDARD) COATE C ALL M.FLASH G RYE BROOK, N.Y. 10573 32"x32"x12"CONCRETE FOOTING IN MA. E xs" COMPOSITE 2"x4"BOTTOM RAIL BASEMENT COLUMN DETAIL COMPOSITEJ"x6" NEW MODULAR HOUSE IMPSON COMPOSITE t"x8' URRICANE (CONSTRUCTION DOCUMENTS B TIES °e 4'CONIC.STRINGER MODULAR COMPANY) 4`.F(3)P.T.2'x12" @ 16"O.C. LANDING 36"MIN. NEW DECK AND PORTICO ANGER FROM RISER e (FLAGSTONE,PAVER LEDGER OR OTHER FINISHED THRU BOLT TO BLDG. ellT.2"x12" TOP OPTIONAL) @16"O.C. ° CARRIAGE �- 4 FOUNDATION WALL FOUNDATION WALL DETAIL'S,e.•' •••e4•' = z P.T.6"x6"POST D SIMPSON POST ° HANGER ° :;;. APPROX.GRADE MIN.T-6'TO e' --- BOTTOM OF - 1w CONC SONOTUBE FOOTING DRAWING NO. TYPICAL DECK AND STAID DETAIL °Arro NOT TO SCALE260, r 0F N I �y c� G COPY 1 M I i1 MIDPOINT OF HIGHEST ROOF -- — --- elevation&exterior finish notes 1 PROPERLY FLASH ALL SURFACE INTERSECTIONS ACCORDING TO CODE AND MANUFACTURER'S INSTRUCTIONS. 2 PROVIDE NEW STORM WATER LEADERS,GUTTERS, DRAINS.COORDINATE LOCATIONS OF DOWNSPOUTS, =.��r:3 3s=ia;3 }, ;.•tc,g;;�'-,��_`$as� 5 j.'�;;:. f 3 CLAPBOARD SIDING TO BE DETERMINED BY OWNER Emir m nor 4 30-YEAR MIN.ARCHITECTURAL SHINGLE ROOF(GAF O . L^ -�--�...�^••�'%�w:..`°�� ^s•'•+'.a-:.,•;.••<`✓•�r^. - , - - �:^..r.`fr.^`Sr.,Lt!_..?.4SM tY,N�(^Mltr^,<SPC.+r-'� :....gCnspPCfi!/eo-tdlf. •i.t'.�wNdi�aM TIMBERLINE OR APR EQ.). J Q 5 5/4"x 6 AZEK CORNER BOARDS o _ Cn e�r++wq+.+ �.�.n�/ i � ,r�,e•�� .•iw,r�wwrw., - w�—. wwn.... �cZ� �t.Yi i�j,� 5 man MENy . NOR - . 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