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Home My WebLink AboutBP20-237PERMIT # SECTION ._.L TYPE OF WORK 10B LOCAT ON . QW NER� CONTRACT T. COST CO #_G G I 1 / L � �' - � i TCO # FEE _ __ DATE _ _ _ __ __ FOOTING FOUNDATION FRAMING RGH FRAMI INSULATION PLUMBING RGH PLUMB GAS SPRINKLER ELECTRIC LOW -VOLT ALARM as BUILT FINAL INSPECTION RECORD DA E �f� 'L [Y �1 r � 'lr[� �� . �� r iI. � �' r0,�` _��><,��i°�� Cavell; Pl9 ��-l�g�t= � ,...� , - : iI. 1. � . I..� :• .; ZBA OTHER AS-BUILTIFINAL SURVEY REQUIRED PRIOR 7U FINAL INSPECTION i� //J ZZ ►P� �;li�Jaa VILLAGE OF RYE BROOK WESTCHESTER Cou.N-TY, NEW YORK NO: 22-178 Certificate of Occupaucp This is to certify that J e ) ca- of, Re P�VD�� /V T having duly filed an application on 20�requesting a Certificate of Occupancy for the premises known as, Rye Brook,NY, located in a �' Zoning District and shown on the most current Tax Map as Section: Block: j Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit NoJ0-; 37, issued 20�, 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: -3 4f- I / Construction: for the following purposes: C AS V (Add i+iU Y r 1ulodDLoS s ne-L-) S 1d I nn Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in height shall be made,nor shall the building be moved from one location to another until a permit to accomplish such change has been o ' d from the ildin nspector. i Assistant Building Inspector,Village of Rye Brook: Date: 1 l 2 2 3 4 L li G4G •/ . 19 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE November 17,2022 Robert Fery&Jessica Yablow 2 Cros sway Rye Brook,New York 10573 Re: 2 Crossway, Rye Brook,New York 10573 Parcel ID#: 135.26-1-56 This document certifies that the work done under Mechanical Permit #22-025 issued on 2/17/2022 for the installation of a new air handler has been satisfactorily completed. Sincerely, Steven E. Fews Assistant Building&Fire Inspector /to L�� 14�UVL� BUILD ENT For officeMonl :APR 11 2022 VIL OF RYE OK PERMIT# ISSUED: 938 KING SIRE YE BROOK, 1V YORK 10573 DATE: VILLAGE OF RYE BROOK 9 -0 0 FEE: AID 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 ssassssssssssswssssssssrtswwsswrtrtrtrrrrrrrtrrtrrrrrsrssssassssssssssssrsrtsssssrrwrtrrtwsrtrsrrtrrtsrwrtrtrrtrtsrrtrrrrrrsrrrrtrrrrssrrrrrrrs Address: Wr S Occupancy/Use: Parcel #:_ �_t �•�� Zone: -" Owner: , R_SSA C (,t yr, L.&.24- Address: D� P.E./R.A.or Contractor: C4 k-n3- Address: Lc I ( Person in responsible charge: '`; ae;;ZQ TAddress: I lop_ 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 NEEW-YORK,COUNTY OF WESTCHESTER as: J��`LLB-9 a Q` `Sellig duly swom,deposes and says that he/she resides at S (Print Name of Applicant) (No.and Street) in Icy. Q_ t L�� in the County of l_��' ,/ in the State of ,that (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ l J (,�D CD for the construction or alteration of: Vm S Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certifica of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this Sworn to before me this day of \p�V AS ,20�� day of ,20 Signature pe wn Signature of Applicant S>\ CUI• (J�QE�lLLO h i��tut 'nt Name of Property Owner E,cf P'ewYork� Print Name of Applicant No. 0� .'i i.Fi' 3 i'ad in Westch;_=tar County Notary Public "'' ' Janusry 20.20� Notary Public UL be &unoo i 8/12/2021 NJo.kmail, 7 jliand/xnlol l 0111-13V`J lEyHs of BRaj 1982 BUILDING DEPARTMENT ❑ UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : �<ass DATE: `� U PERMIT# ` ? 'aO ' ISSUED: -L4 SECT: _BLOCK: LOT: LOCATION: ,, asp(A OC UP CY: 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 ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION (❑� FINAL OTHER j y�BRaj�. 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :_ ( t J J DATE: PERMIT# ISSUED: �ECT: • BLOCK: LOT: LOCATION: CCUP�NCY: �\ G1 -_. ❑ VIOLATION NOTED TH 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 r-2 i 1C7\CQ ❑ FINAL PLUMBING ❑ CROSS CONNECTION v U FINAL /❑ OTHER QyE QRC��. O� Zm �9b2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR BUILDING INSPECTOR VILLAGE OF RYE BROOK /A�SSISTANT CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914)939-0668 FAX (914) 939-5801 www.aebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - -- - - - - - - - ADDRESS:_ `�-�v � ---DATE: PERMIT# -� ISSUED: !�I)�" SECT: 13 LOCK: LOT: LOCATION: Q �-C—or10 - OCCUPANCY: -2 ` �) ❑ VIOLATION NOTED THE WORK IS... d ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION r V� REQUIRED ❑ FOOTING �J ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING xv INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER • 1982 BUILDING DEPARTMENT ❑ UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - a� ADDRESS:— 9, c�ossw DATE: C 2a -23-7 lollp'�` PERMIT# ISSUED: SECT. BLOCK: LOT: LOCATION: -� ` �� V f') OCCUPANCY: U ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ` �OUGH PLUMBING OUGH FRAMING INSULATION d NATURAL GAS V \ ��`1coc ❑ FUEL TANK `�� N�}� � !C►� - ��l<� W L� t� ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BR(�k, O� Zm BUILDING DEPARTMENT ❑.,BBUILDING INSPECTOR L,y�ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK /❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - -- - - - ADDRESS :- \ y -�S �� ' DATE: V,� V < (� l PERMIT# b � '--`.J �� ISSUED: �� SECT: l^�BLOCK:_LOT:S- - LOCATION: \l � 5 ~>'C OCCUPANCY: 2 `\, ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION) REQUIRED 0 FOOTING r❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BUILDING DEPARTMENT VILLAGE OF RYE BROOK D LS V 938 KING STREET RYE BRO(*,NY 1057 i r? (914) 939-9668 FAx(914)939-5801 DEC -2 2020 www. ebrook.org ,T VILLAGE OF RYE BROOK BUILnING 0EPARPIENT FOR OFFICE USE ONLY: Approval Date: DEC 2 1 202 t# Application# \ �� Approval Signature: ARCHITEC37URAL REVIEW BOARD: Disapproved: Date: 1 -2_G2--� BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: z ZBA Approval Date: Case C- Other: Amendment Fee: Permit Fee: APPLICATION TO AMEND APPROVED PLANS Application dated: �� is hereby made to the Building Inspector of the Village of Rye Brook,NY,to amend the approved plans associated with an existing open 1krmil,and/or from any prior approvals granted by the approval authority as per detailed statement described below. 1. Job Address: Existing Permit#: 2. Parcel ID#: "' Zone: — 1�;briginal pproval Date: 2 3. Proposed mendme (Describe in detail): Ulm r t 10 r -.51 C 4. Property Owner: Address: Phone 414 2.' Cell# B e-mail 0 to- 4 ,e tul Applicant: Address: Phone# Cell# _ e-mail Architect/Engineer: Address: Z Phone#1 14 F�R_ Cell# K e-mail G 5. Occupancy;(I-Fam.,2-Fam.,Comm.,etc...)Prior to construction: After construction: 0 6. Will the proposed amendment require the installation of a new,or an extension/modification to an existing utomatic fire suppression system?(Fire Sprinkler,ANSL 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 engineered plans) 7. Will the proposed amendment disturb 400 sq. ft. or more of land,or create 400 sq. ft. more of impervious coverage requiring a Storm water Management Control Permit as per§217 of Village Code?Yes: No:J Area: I 3/21/19 8., Will the proposed ndment 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:)6ifyes,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:_X(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: —y— (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:X(if yes,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:Y If yes,indicate: TIER I: TIER II: TIER III: (if yes,a Home Occupation Permit Application is required) 14. Will the proposedtmtn�t result in additional square footage to the building or subject structure,and if so,provide such additional footage here.T (Please submit additional Bulk Regulation Application Pages for review) 15. What is the total added cost of the work associated with the amendment: $ (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: Femtlu4 !Z 17. Estimated date of completion: �2 r 2 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. ST E OF]FEW Y RKLQOUNTY OF WESTCHESTER ) as: being duly sworn,deposes and states that he/she is the applicant above named, (p int name of individual signing as the appli nt) and firther states that (s)he is a 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 ofthe 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 C Sworn to before me this day of C-e r��v� , 20 day of , 20 NIL Signature of Property Owner Signature of Applicant X lob let r¢tt Name of Property Owner t Print Name of Applicant Notary Public Notary Public SHARI MEULLO 2 Notary Public,State of New York No.01 ME6160063 Oualifled In Westchester County Commission Exoires Janus 9q. 20'9L3 3/21/19 i ! i it N N o i ,, W o0 00 a � •.i � w � H t Q CO C Ca W w r7Ln N �+ N a C � W be v i el I-- 00 Lp cw oz d H W z Z c w o g � i O i 61, O , _ Ln z � � z �' < N �' 700 a W W Ii Fri ^ a +' vOi q a cn t= U '_ ✓` � ►fir W F• pC p O F F+1 CA �j" Ln C < : W N P4 V W z _ w "" _ N z z Q 4, < .� w A 4 p O w�I a D� a z m w = N = z T>f Vs Ti �7 V�i �i�liTb� i 446- at, i EaR_nv D ECE V E BUILDING-DEPARTMENT AUG 3 0 2022 VILLAGE OF RYE BROOK 938 KING STREET RYE BRooK,NY 10573 VILLAGE OF RYE BROOK (914)9 -0668 BUILDING DEPARTMENT wwwde&Qok.orjz ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: �� EP#: Approval Date: AUG 3 Permit 2�Fee: $ 4IQ6 Approval Signature: Other: Application dated, — � is h eby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures, or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: Z o o_ SBL: 13 S-, 2 f.` ' .S Zone: 2.Property Owner: /�/o w Address: 5� e— Phone#: 2/�—��cn t�78 7 Cell#: email: 3.Master Electrician: r,^ &-, Address: PCa-ti k 3-1(- -S Lic.#: L?Y 7 Phone#: '75' �kell#: email: 7 �QSC)MMa Company Name:Vou,eti G�;4 C.tie a•, Address: S2 4.Proposed Electrical Work/Fixture Count: 5.3rd Party Electrical Inspection Agency: S Cti S nn STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 0A,id being duly swom,deposes and states that he/she is the applicant above named,and does fii ther (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the 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 regulation\\s. Sworn to before me this Sworn to before me this �v day of ,20 day of ,20 Signature of Property Owner Signature of Applicant OiA�Uiuf 5t:5 M—C' Print Name of Property Owner are of Applicant N: Notary Public NoOW"ELILLO Notary Public,State of New York No.OIME6160063 Qualifled in Westchester County Commission Expires January 29,20 2,36/23/2022 INSPECTIONSTATEWIDE 1:1 Main Street,Fishkill, NY 12524 1 emoil:office@swisny.com SWIS JOB APPLICATION tel845.202.7224 I fax 914.219.1062 1 SWISNY.com SWISTraining.corn Office Use Elect.Permit# Date Bldg Permit# Utility ID# Final Certificate# City/Village t Zip 7 Township ^ G County Address Cross Street Section _ Block 2 �n�Sywc. 13:, �_ 7701: Owner Name/Address(If different than above) Contact Number ❑Basement ❑ 1st FI. ❑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 Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑New ❑Reconn2ct — �- ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information AUG 3 0 2022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by MS.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 Signature Name Date , g Address I / c1 City/State Zip Code License# / Y Phone# -" c7, Y- CAD State Wide Inspection Services 1080 Main Street Fishkill, NY 12524 TO' WIM,0 4 845 2 Phone 914-219-119-1062 Fax STATE WIDE INSPECTION SERVICES Email: office@swisny.com Service With Integrity Website: www.swisny.com BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Power and Energy Corp. Robert Fery&Jessica Yablow 114 Pearl Street,Ste. 1A 2 Crossway Port Chester, NY 10573 Rye Brook, NY 10573 Located at: 2 Crossway, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 22-206 135.26 56 Certificate Number: 2022-5183 Building Permit Number: BP 20-237 A visual inspection of the electrical system was conducted at the Residential or Commercial occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 2 Crossway, Rye Brook, NY 10573 The Second Floor and Attic were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 6th day of September 2022. Name Quantity Rating Circuit Type Luminaires 35 Receptacles 25 Switches 22 Sub Panel 01 HVAC System 01 State Wide Inspection Services did not perform a Rough inspection(Rough Performed by WREIS). A Visual inspection and Final inspection were conducted only. Officer: Frank/J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for Lvork performed on the date of inspection only. } ��rr ��''lI F��■ EEee EE=■ EEee EE�� FFff �s r s Ln - 0.0 Ln en Ln ■ a' y W O� 't of o ~' ' C � V O u �y Ln a X r�+ Q N I U o ' enen E L� p Lf) O N o � A • O F Z C p a c q ZP-M in s W rT1 w �"i 5 z 0 a ago jcn Z C7 zC, ' � a u ;7 = V o o W ,,.., ON00 V ►� w x ■ �- 01) w W o Owl s H ~ V w ? x z z 04 4 U N O n O 0 a � z WW a w o o H Qom+ 3 p N o 0-4 a u o w z a g , x V w ° A o > H z �; z w < N a z w p. ° a w a �I a z w ace i BUIL ING DEPARTMENT V><L*'EF RYE x APR 11 2022938 KINGRYE B NY 10573 VILLAGE OF RYE BROOK or BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION WestchestefltNty Master Electricians License Required am FOR OFFICE USE O'�pPr( 12 1�Bv4 / EP#: 3 Approval Date: Permit Fee: $ 5 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 and/or remove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: Z GcLo�srtic- t� SBL:�, , a1--�;Z 'Lone: %� 2.Property Owner: ( � Y�O w Address: Z- C( Co»w Phone#: 9/'y S/ —0781/ Cell#: email: 3.Master Electrician:0Aj j 50" Ma Address: (LK !moo,turf g - - S -tcti o,�C—Lc:Werz ,(Phone#: �'tl�S�jQ-��"4f9Cell#: email: Pwge X.-an/t eN e n� ., . d Company Name: C Address:ttC? t N•n�•ci�[ a rr�a.l _c o,� w�„,�..,�[ EN�.,... u� 4.Proposed Electrical Work/FixtureCount: �,��; ; �� x, �-�;,,j. P M_�� r.— Pe1d i `- -- - STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 00.%JJ sdit o-94 ,being duty swom,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) r state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the El 1-1A for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this q4& day of 120 day of k f R%L ,20_� Si elute of Pro Owner O� A-�-- gn' Property Signature of Applicant DAru i d S o,-.r..g Print Name of Property Owner Print N the of Apph Notary Public Noll Public T.JESSICA GARCES Notary Public,State of New York Reg,No.01 GA5070218 OAJtW in Westdlester County 8'1 021 pwwwalon Expires 05-12-20J.6-; . .►��.� _ -_ram..- ..:., - ..- '--....e-...�Y-.. .:i:i".i�OSe:..a.. ::.rL':=.. - -_.T..r:..4"..�.ai .�.�. a sa. .:3. �S...TiYI1S�i�.Li Westchester Rockland Electrical Inspection Services, Inc. - Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY y 43 North Lawn Avenue Fax:914-347-3596 Elmsford, NY 10523 BUILDING PERMIT NO. TEMP# DATE CITY OR VILLAGE ZIP CODE TOWNSHIP '..SQUIN STREET AND NO.OR ROAD POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT 1"FL. 2-FL. ViL NT3'�FL. REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY.WREIS,INC.IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW❑ ADDITIONAL f 1 EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD C UNDERGROUND'S AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY DATE OF APPLICATION SIGNATURE OF APPLICANT X STREET ADDRESS TELEPHONE NO. CRY OR POST OFFICE ZIP CODE LJCENSE NO.WHEN APPLICABLE Y FEB 2 2 2022 �} V VILLAGE OF RYE BROOK k BUILDING DEPARTMENT KMI CONTRACTORS 1511 ROUTE 22 SUITE 161 BREWSTER, NY. 10509 Wc-16728-h05 Exp:6-22-23 To:Rye brook Building Dept. February 22,2022 i To whom it may concern, I Please note that as of this day,February 22,2022,GEC Electric is no longer the Electrical contractor on file for the project at 2 Crossway Rye Brook NY. Thank you for your attention to this matter. Thank You. Salvatore Pepe President KMi Contractors Inc. i _ O O 1 x N - r • tn y tn o t 400 Old _ Q Q W 04 r �_ r^/ N16 r 96 C 1 00 u o U �,o V1IFz W o Fy-r Z o � A �W Z tea, < v = Q G > C m . 000 acc 16 W Q Q oc z � 300 $- y, � e _ u g > N z w u z Q � p •• ° c a ° � �I m 8.1 Zi Zi m I s .6} i � Ec ETW yr DRnv BUIL l E� MENT Eno VIL GE OF RYE OK �EB - 5 2021 938 KING STREET Rb RYE B ,NY 10573 VILLAGE (1F (914)9 9' 939-5801 BUILDIN(: �;rtYE BROOK orTMENT ELECTRICAL PERMIT APPLICATION W ester County Master Electricians License Required Q FOR OFFICE USE ONLY P#: c)-- 3 / EP#: 0/-0 a O Approval Date: Permit Fee: $ ��S '6 t\ Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, c;>-5-a J is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. ` /� 1.Address: � s �-'� SBL: 1354 ci4—�i•�1p Zone:)e 2.Property Owner:�� L� Lt, Address: Phone#: Cell#: email: 3.Master Electrician: (�' Address:3� c � Lic.#: I �� Phone#:�1 ly 11' Cell#: �1(��1 1 S S email: c'l�C e L l Y tc Q9 L� �j•GCSW1 Company Nam e e Ljc Address: 4.Proposed Electrical Work/Fi' `�(e Count: V) 1`( 2 t y lit �j�,.� �� CAS O Ve- c, STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of ,20 y f 20 Signature of Property Owner Si mature of Applicant �yh �Z Print Name of Property Owner Print Name of Applicant Notary Public Notary Public 3/21/19 kt y�5-f b Westchester Rockland Electrical Inspection Services, Inc. Phone: 914-347-3595 ��y DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 BUILDING PERMIT NO. TEMP# DATE 7 CITY OR VILLAGE ZIP CODE TOWNSHIP COUNTY STREET AND NO.OR ROAD POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED7 SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS ) HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE c- BASEMENT 1"FL e 2^FL. 3-FL. I .AGE OF RY BROO 1 REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPUCATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY WREIS, INC.IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW U ADDITIONAL❑ EXPOSED F1 CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD LI UNDERGROUND❑ --Lt I I AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPAN�Y� DATE OF APPLICATION NATURE OF APPLICANT �C�e—L �Jl ( ( C_ X BiRE$TADGREB$ �>� TELEPHONE NO. LP CO LICENSE NO.WHEN APPLICABLE J �O I N N c N C �_ � ^' 04 Oa r4 a u x V c O u c W o L. z mob O to � � cc E.�p E _ ` O � O ✓ � � �„ ,, QOiI OF A., wtn -J w 9z o w d z , W 3 w � z e�` Q,y W V � � W z ►�r" r O W N 7 Z 00 044% rn � � a G� r m p. � Q a `' m og §- i a W c d D I 7/112 / BUILDING DEPARTMENT APR 0 7 2 22i] ID 100 VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 Fax(914)939-5801 BUILDING D pAR1"MENT vvtti tv.r ebrook.or, PLUMBING PERMIT APPLICATION �J FOR OFFICE USE ONLY BP#: C�)- 0-"tD,3 ? P1, #: Approval Date: APR 8 2021 Permit Fee: S Approval Signature: 2�PNOther: Disapproved: (fees are non-refundable) Application dated, 7 W is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below. The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: d �� , � ,�`/z ��i��r iG/ /D., SBL: L�`31 ab—/ ,56 Zone:�IS 2.Proposed Work: Rough and finish sf h set to include 4 toilets, 6 lavatory sinks, 2 showers, 1 bath tub, 1 washing machine and 1 gas dryer. 3.Property Owner: Robert Ferry Address: 2 Crossway Rye Brook NY 10573 Phone#: Cell #: 914-512-0784 email: 4.Master Plumber: Joe Carelli Address: 2420 Boston Post Road Larchmont NY 10538 Lic.#: 885 Phone#: Cell#: 914-924-1066 email: ac7425@msn.com Company Name: Joe Carelli Plumbing & Heating Inc Address: 2420 Boston Post Road Larchmont NY 10538 INDICATE FIXTURES& LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1st Floor 2 2 1 2nd Floor 2 4 1 1 1 1 3'd Floor 4'Floor 5d'Floor Exterior 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) 3/21/19 ST TE OF NEW YORK,COUNTY OF WESTCHESTER ) as: J ff��y ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual s gning as the applicant) and fiulher 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. Sworn to before me this I—6 I Sworn to before me this day of S ,20 O� _ ISIi of 20 Signature of Property Owner ure p licant Print Name of Property O<vner nt Name of Applicant Notary Public Notary Public This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. -2- 3/21/19 LV1LL11\l.T LL`i Hl\11I1L'1\1 ---� VILLAGE OF RYE BROOK R O ��`, � DD 938 KING STREET RYE BRooK,NY 10573 7 (914)939-0668 =9 , 39-5801 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 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: 39 , residing at, C/rn5� �,/�� 15 (Print name (.Address wher ou 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; O�S�.,f� Coo ,5 , 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. c.� (Signature ofPropem Owner(s)) (Print Name of Propert} Owner(s)) Sworn to before me this 7 day of � 'I , 20� (Notary Public) -3- Y, W '7 O ` P N N 14 0-4 n xy s a W Lgi cn z � W ONO W °i 0-4o ' w v z co O 00 Oz G A A v 2 R W Zi � Z c W Z o o Z a W � -9 z FBI CT M (� C9 m E . Q •• 00 � W w d z vw o d a o . rA a r. v O O v a g °' � jo0 x V Z A V ate ' V .. �" w z cn Q U a dl � S 44 p ECENE BUILDIN ]DEPARTMENT DD FEB 1j2022] VILL` . E OF RYE,BROOK 938 KING 57REET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK ;z a 0668 BUILDING DEPARTMENT mok.ur ------ ��_.. yc APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING,VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: '31t c�)o 7\ PERMIT.lk: Approval Date: �\ `�` ` ' ( 1 Perini[Fee:S mQ' Approval Signature: Other: Disapproved: I fees arc non-refundable) rwwftf+arttwwwtttwfttfttttortrwtrwt+rraa+a•rrraararrfffawrt+trrrr+trrr+w•aaw*►wfffwwwwfxxttttttafwtfttf REQUIREMENT—,FOR[RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE 1. Property completed&Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance.(1 i11aw of Rye Brook must be 11,u:d as cutirrcate holderl&Workers Compensation Insurance on a NYS Board form(I'om,a C103.2 or Form u 1126.3!(ir NY State Workers Compensation Waiva) 4. Payment of fees/Unit:RESIDENTIAL=S I 000)/unit•COMTvtrRCIAi.=S350.00/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. tttttttttttetttttttttt:tttttxtttttttt:twit::xftxx+taatxx+twaa*art*rtxxt*t+ttttwttttrtttttttfwtff: Application dated, / is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or renloval 6f the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations. I. Address: C.r c-SS OJ ate. _SBL: 6s")6 2. Property Owner.A a63k-k-r ra/1 JTfaI C't))((16 C 0" Address: a CaJ1Sw�l f Phone#: Cell#: 7�Y /2 -0A?/ email: A Lot✓ Gi7A�L• G"l`1't 3. Contractocq o n y g m.h u i L� Address: ,, Phonc#:.�v3 3 3S' Cell#:a() Zi 3 —r"a email`-t C-1-i� < 4. Applicant: Address: 0-tj. Phone#: Cell#: email: 5. Scope of Work:New Installation( )•Replacement •Removal( )•Other( ): 6. List Equipment Ce a,f _ -H Ll_ -h l� 1} c,t 7. Location of Equipment: ! C 8. Metho d of In7stallatio0emoval(list all equipment needed to perf mt fob)): /firLl�i �qC�V=`��C .Y it0l .. l `I r2l—tL l 1 >ti12f:021 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. Sworn to before me this Sworn to bef re me this day of 20 day of �� 20� Signature of Property Owner Si ature otApplicant ra Jcw�i✓� Print Name of Property Owner Name of Applicant Notary Public Notary SH is MELILLO Notary Public, State of New York No. 01 1:,06160063 Qualified in Westchester County Commission Expires Janup-29 201—L" This application must be properly completed in its entirety and must include the notarized signature(s)of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 8/12/2021 FIRST CO. P.O. BOX 270969 - DALLAS,TEXAS 75227 ® PH. (214)388-5751 1 FAX(214)388-2255 WWW.FIRSTCO.COM HBXB- HW Series ,,1'quaThernL,.- by First Co. Hydronic Air Handler Without Pump Cooling or Heat Pump / HW Heat 1 .5 - 5Tons Up to 131,700 BTU Heating c • HBXB-HW Series The HBXB-HW air handler is designed for use with today's high efficiency 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 appropriate pump for the pressure drop. Cooling efficiencies are up to 15 SEER, depending on the outdoor condensing unit or heat pump model. . • These fan coils are compatible with any source of • hot water that doesn't exceed 1800 and is NSF/ANSI certified for use with domestic water. First Co's customer is ultimately responsible for confirming which fan coil models are compatible with selected outdoor units) and which expansion valves (if any) are required. To determine certified indoor/ outdoor combinations,go to www.firstco.com or contact the factory. FIRST CO. 1 HBXB-HW SERIES SPEC 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. • 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 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. 2 HBXB-HW SERIES SPEC H BX B H W Series HOT WATER COIL 7/8'O.D.CONNECTION � (1-1/B O.D.on 60HBX8-HW) f— C 4 B DX COOLING 14 G- 0 3 -1p. �`-H-1111-� �1 WATER _i OPENING WATER OUT --------------� IN ---- HWHEATING =___________ HOT WATER COIL - --�------�--- 0o-4-24V WIRING 0 ELECTRICAL COMPARTMENT POWER SUPPLY HORIZONTAL i (K.O.(both sides) A CONVERTIBLE ' DRAIN PAN ;AIRFLOW T�NT�Tf} COOLING COIL DIRECT -- EXPANSION d a o o i C US r_---6-----�-� FILTER zi Lis EDO[/STED CO IL CONNECTIONS 114 E�I F 4 D N (ALL-SWEAT-) DRAIN (See PA for Model Numbers) CONNECTINS 3/4 MPT BLOWER DATA UPFLOW/HORIZONTAL ONLY ACCESSORIES UNIT MOTOR MIN. MAX. MOTOR CFMvs.EXTERNAL STATIC PRESSURE (field installed) MODEL HP-AMPS CKT. CKT. SPEED (120V) AMPACITY PROTECTION CONN. 0.05 0.10 0.20 0.30 0.40 0.50 HIGH 680 Tao Its 545 490 420 FLOW CONTROL MODULE 18HBXB-HW 1/5-2.8 3.5 15 MED. 530 505 460 415 360 295 MED.LOW 530 505 460 415 360 295 Low 350 325 270 220 160 — PART NUMBER FOR HIGH 950 920 855 790 720 645 940-2CV 18-60HBXB-HW 24HBXB-HW 1/5-5.1 6.38 15 MED. 860 835 785 720 650 580 LOW 780 755 705 650 590 510 NOTE: HIGH 1120 1095 1045 995 940 880 Flow Control Module is required when 30HBXB-HW 1/5-5.1 6.38 is MED. 850 940 810 780 740 690 connectingt0 individual Tankless Water Low 680 670 655 625 585 510 Heaters.Contact factory for assistance. HIGH 1340 1310 1250 1190 1120 1050 36HBXB-HW 112-8.5 10.63 15 MED. 1290 1260 1200 1140 1080 1000 LOW 1200 1170 1120 1070 1010 940 HIGH 1810 1780 1720 1660 1590 1530 EXPANSION VALVE KITS 48HBXB-HW 3/4-10.7 13.38 15 MED, 1570 1550 1510 1460 1400 1340 LOW 1280 1260 1220 1 180 1130 1050 (Field Installed)(cooling only or heat pump) HIGH 2160 12125 2055 191 1895 1810 60HBXB-HW 1-11.5 14.38 15 MED. 1865 1a4o nas rn0 1620 1525 PART NUMBER LOW 1560 1540 1490 1435 1365 1260 R22 FITS NOTES: 9EVR22-4 18/24H BXB-H W 1. All models are approved for installation with 0"clearance to combustible materials. 2. Use 48HBXB-HW for 3.5 ton applications and field-convert fan motor to medium speed. 9EVR22-5 30/36HBXB-HW 9EVR22-6 48/60HBXB-HW PHYSICAL DIMENSIONS R-410A UNIT FILTER 9EVR410-3 18/24HBXB-HW MODEL A B C D E F G H SIZE 9EVR410-4 30/36HBXB-HW 18HBXB-HW 40 20 20 18-1/2 16 2 18 16 18 X 20 X 1 9EVR410-5 48/60HBXB-HW 24HBXB-HW NOTES: 30HBXB-HW 42 23 20 21-1/2 16 2 18 19 20 X 22 X 1 1. Above expansion valve kits are approved 36HBXB-HW for both cooling only(non heat pump)and heat pump applications. 48HBXB-HW 48 28 21-1/4 26-1/4 17-1/4 2 18 24 20 X 25 X 1 2. Valves are non-bleed type. Field added. Hard start kit may be required. 60HBXB-HW 52 28 25-1/4 26-1/2 21-1/4 2 22 24 14 X X 1 3. Valves have screw-on connections. (2 requiui red) RECOGNIZED FREEZE PROTECTOR COIL CONNECTIONS COMPONENT NSFIRNSI KIT NUMBER FOR UNIT LIQUID SUCTION 941-1 18-60HBXB-HW SIZE 1 / 3/8 /8 169 2016 QWARNINO AVERT188EMENT ADVERTENCIA 30 30/36 36 3/8 3 3/4 ��noM�`" c...r.ne 1 Gnc .1 Troud..tl.I'.pp.r.il rprotluct.ur 48/60 1/2 7/E Intertek �rca o•r,o.n.RaP otlua.a annv P66W.rn1o,_q.1Lva.u.aw u.A. FIRST CO. 3 HBXB-HW SERIES SPEC A , HBXB-HW Series MODEL NUMBERS FACTORY INSTALLED TXV MODEL SIZE MODEL MODEL (BTU) (PISTON) (R-410A TXV) 18,000 18HBXB-HW 18HBXB-HW R410TXV 24,000 24HBXB-HW 24HBXB-HW R410 TXV All TXV's are approved for cooling only or 30,000 30HBXB-HW 30HBXB-HW R410 TXV heat pump operation (non-bleed type). 36,000 36HBXB-HW 36HBXB-HW R410 TXV 42,000/48,000 48HBXB-HW 48HBXB-HW R410 TXV NOTE: Expansion valve requirement depends on the selected 60,000 60HBXB-HW 60HBXB-HW R410TXV outdoor unit.Go to:www.firstco.com or contact the factory for assistance. PERFORMANCE DATA NOM. MOTOR CFM BTUH(1000)AT ENTERING UNIT COOLING SPEED ®.3 P.D. WATER TEMPERATURE MODEL BTUH CONN. ESP (Fr'WTR') 120°F GPM 140°F GPM 160°F GPM 180°F GPM 2.0 18.0 1.8 25.2 2.5 32.4 3.2 39.6 4.0 HIGH 650 1.1 17.2 1.7 24.1 2.4 31.0 3.1 37.9 3.8 0.5 15.9 1.6 22.3 2.2 28.7 2.9 35.1 3.5 2.0 16.3 1.6 22.9 2.3 29.4 2.9 35.9 3.6 18HBXB-HW 18,000 MED. 550 1.1 15.7 1.6 22.0 2.2 28.2 2.8 34.5 3.5 0.5 14.6 1.5 20.5 2.1 26.3 2.6 32.2 3.2 2.0 14.0 1.4 19.6 2.0 25.2 2.5 30.8 3.1 MED.LOW 420 1.1 13.5 1.4 18.9 1.9 24.3 2.4 29.7 3.0 0.5 12.7 1.3 17.8 1.8 22.9 2.3 27.9 2.8 2.0 20.3 2.0 28.5 2.9 36.6 3.7 44.7 4.5 HIGH 800 1.1 19.4 1.9 27.1 2.7 34.9 3.5 42.7 4.3 0.5 17.9 1.8 25.0 2.5 32.2 3.2 39.3 3.9 2.0 19.2 1.9 26.9 2.7 34.6 3.5 42.3 4.2 24HBXB-HW 24,000 MED. 725 1.1 18.4 1.8 25.7 2.6 33.1 3.3 40.4 4.0 0.5 17.0 1.7 23.8 2.4 30.6 3.1 37.4 3.7 2.0 18.0 1.8 25.2 2.5 32.4 3.2 39.6 4.0 LOW 650 1.1 17.2 1.7 24.1 2.4 31.0 3.1 37.9 3.8 0.5 15.9 1.6 22.3 2.2 28.7 2.9 35.1 3.5 7.5 25.9 2.6 36.3 3.6 46.7 4.7 57.0 5.7 HIGH 1000 3.6 24.4 2.4 34.2 3.4 44.0 4.4 53.8 5.4 1.0 21.1 2.1 29.6 3.0 38.0 3.8 46.5 4.7 7.5 22.4 2.2 31.3 3.1 40.3 4.0 49.2 4.9 30HBXB-HW 30,000 MED. 780 3.6 21.2 2.1 29.7 3.0 38.2 3.8 46.6 4.7 1.0 18.5 1.9 26.0 2.6 33.4 3.3 1 40.8 4.1 7.5 19.6 2.0 27.5 2.8 35.3 3.5 43.1 4.3 LOW 625 3.6 18.7 1.9 26.2 2.6 33.7 3.4 41.1 4.1 In keeping with its policy of 1.0 16.6 1.7 23.3 2.3 29.9 3.0 36.5 3.7 7.5 28.8 2.9 40.3 4.0 51.8 5.2 63.3 6.3 continuous progress and product HIGH 1200 3.6 27.0 2.7 37.9 3.8 48.7 4.9 59.5 6.0 improvement,First Co.reserves 1.0 23.2 2.3 32.4 3.2 41.7 4.2 50.9 5.1 7.5 28.0 2.8 39.2 3.9 50.4 5.0 61.5 6.2 the right to make changes 36HBXB-HW 36,000 MED. 1140 3.6 26.3 2.6 36.9 3.7 47.4 4.7 57.9 5.8 without notice. Maintenance for 1.0 22.6 2.3 31.7 3.2 40.8 4.1 49.8 5.0 7.5 27.0 2.7 37.8 3.8 48.6 4.9 59.4 5.9 all First Co.products is available LOW 1070 3.6 25.5 2.6 35.7 3.6 45.8 4.6 56.0 5.6 under"Product Maintenance"at 1.0 22.0 2.2 30.8 3.1 39.6 4.0 48.4 4.8 3.8 48.2 4.8 67.5 6.8 86.8 8.7 106.1 10.6 www.firstco.com. HIGH 1660 2.1 45.5 4.6 63.7 6.4 81.9 8.2 100.1 10.0 0.8 40.7 4.1 57.1 5.7 73.4 7.3 89.7 9.0 3.8 44.7 4.5 62.6 6.3 80.5 8.1 98.3 9.8 48HBXB-HW 48,000 MED. 1460 2.1 42.3 4.2 59.2 5.9 76.1 7.6 93.0 9.3 0.8 38.0 3.8 59.3 5.9 68.5 6.9 83.7 8.4 3.8 39.1 3.9 54.8 5.5 70.4 7.0 86.1 8.6 LOW 1180 2.1 37.1 3.7 52.0 5.2 66.9 6.7 81.7 8.2 0.8 33.7 3.4 47.2 4.7 60.7 6.1 74.2 7.4 5.1 58.5 5.9 81.9 8.2 105.3 10.5 128.6 12.9 HIGH 1980 3.3 56.1 5.6 78.5 7.9 100.9 10.1 123.4 12.3 1.9 52.5 5.3 1 73.5 1 7.4 94.5 9.5 1155 11.6 5.1 53.6 5.4 75.1 7.5 96.5 9.7 117.9 11.8 60HBXB-HW 60,000 MED. 1710 3.3 51.6 5.1 72.2 7.2 92.8 9.3 113.5 11.4 1.9 48.5 4.9 68.0 6.8 87.4 7.4 106.8 10.7 NOTES: 5.1 47.9 4.8 67.0 6.7 86.2 8.6 105.3 10.5 (1) Heat BTU is at 650 Entering Air Temperature. Low 1430 3.3 46.1 4.6 64.6 6.5 83.1 8.3 101.5 101 (2) Based on 20°F Delta-T.Velocity not to exceed 1.9 43.6 4.4 61.0 6.1 1 78.5 1 7.9 95.9 9.6 4ft./sec. (3) Units are shipped with motors connected to high speed for cooling and medium speed for heating. FIRST CO. 4 HBXB-HW SERIES SPEC 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 CLASS 24 VOLT 4 CONDUCTOR 24 VOLT 2 WIRING CLASS 2 WIRING CLASS 2 WIRING — —T -4, ----------------0—T - I .. . . ....... ......... G ------------ G ...... ..... HBXB-HW _T -0 .. ....... HBXB-HW W ------------ 9— IN FAN COIL i i i FAN COIL IN ---41,............. W R R -24V-0-- .... ....*-24V- R R -24V y C 9,24V- ORN r C N 24V REMOTE : 24V REMOTE THERMOSTAT PIGTAIL LEADS FOR T T PIGTAIL LEADS FOR THERMOSTAT MOTORIZED VALVE MOTORIZED VALVE NOTE: CAP OFF BOILER NOTE: CAP OFF CONDENSER BROWN IF NO I BROWN IF NO CONDENSER CONTACTOR CONDENSING UNIT ./ CONDENSING UNIT CONTACTOR IS USED 24V MOTORIZED 24V MOTORIZED 13 USED ZONE VALVE ZONE VALVE TYPICAL WIRING SCHEMATIC FOR MULTIPLE ZONE CONNECTIONS TO TACO SR-5041506 SWITCHING RELAY 24 VOLT 24 VOLT CLASS 2 WIRING CLASS 2 WIRING CLASS 2 WIRING —T -0........ .......... ---- --------------41-T HBXB-HW _T -0 *--T HBXB-HW W .............a IN FAN COIL FAN COIL W ----- ............. W R ------------ R -4-24v] R R C ------------- ♦ -4-24V C C; F—I RC N n ! ................ 13RN 13R 24V REMOTE 24V REMOTE THERMOSTAT WSW THERMOSTAT xwrrcmm RELAY 40*1; /' NOTE: CAP OFF 9a smmB96ae G NOTE: CAP OFF CONDENSER BROWN IF NO .................. BROWN IF NO CONDENSER CONTACTOR CONDENSING UNIT 129V CUMLATOR CONDENSING UNIT CONTACTOR IS USED OoRmcrmm 13 USED T ........BOILER T 4 Catalog No.HBXB-HW321(Replaces HBXB-HW420) FIRST CO. 5 HBXB-HW SERIES SPEC Building Permit Check List&Zoning Analysis `Address: G�oS S LALX SBL• 1 3$ �-Z Zone: �'( S Use: Z Const.Type: � Other. Submittal Date: Revisions Submittal Dates: 2 O 0 ZD Applicant Nature of Work: Zti� SIN`I ��-p 1'R ri U w W I ►.►�JC.o� AUG Reviews:ZBA 2020 PB: BOT: Other. OK ( ( ) FEES:Filing. BP: C/O: Legalization: ( ) (—)--APP: Dated: ✓ Notarized: SBL: ✓ Truss I.D. ✓ Cross Connection:" H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Stone Water Review: Street Opening: ( ) ( ) ENVIRO:Long Short Fees: N/A: ( ) ( ) SITE PLAN:Topo: Si Protection: S/W Mgmt.: Tree Plan: Other. ( ) ( SURVEY:Dated: `1 Zk Z---> Current ✓ Archival:- Sealed: ' / Unacceptable: ( ) ( PLANS:Date ✓�Stamped: Sealed: ✓ Copies:—Li Electronic ✓ Other. ( ( License: Workers Comp: Liability: Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated: N/A: (•� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL.Plans: Permit N/A: Other. (� ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other. (J) ( ) PLUMBING:Plans: Permit Nat Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit N/A: Other. (•�( ) H.V.A.C.: Plans: Permit N/A Other. ( ) ( ) FUEL TANK:Plans: Permit Fuel Type: Other. O O 20I7 NY State ECCC: N/A: Other. (� ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. Al (�ARB mtg.date: O approval:- notes: ( )ZBA mtg.date: approval• notes: ( )PB mtg.date: approval: notes: APPROVED REOLU ED EXLSTING PROPOSED NOTES Date: 0 C T_ 1 2010 Am. l Front: t 3 3 l 't� ab R&ar. TYPE IDENTMCATION SIGN: Main Co •s �', c Q Accs.Cov 3 3, Lj Ft H S : Go kI . & C> Sd.H/Sb: t ,!oo 1,3 1 • 13 d2PRIOR M THE ISSHANU OF a& (OSPEP ASREQUIREDDYWSW Tot,!W: s EL-IM: s — o 2 Stories 1011, l • notes: L �� BUILDING DEPARTMENT ECEMED VILLAGE OF RYE BROOK AUG — 5 2020 938 KING STREET RYE BROOK,NY 1057 (914) 939-0668 FAx(914)939-5801 VILLAGE OF RYE BROOK www.ryebrook.org BUILDING DEPARTMENT 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: (" WDate of Submission: Parcel ID#:ICJ?.Z 2_ I — 5(Q Zone: _I Proposed Improve nt scribe in detail): APPLICANT CHECK LIST: &ion MUST BE COMPLETED BY THE APPLICANT AThe following items must be submitted to the Building n 0, Department by the applicant-no exceptions. 1. (� leted Application 2. ( 4rp (2)sets of sealed plans. (one full size{maximum Property Owner: UH allowable plan size=36"x 42") and one I 1"x 17") ' 3. ( (2) copies of the property survey. Address: 4. ( o(2) copies of the proposed site plan. Phone# — 5. ( One electronic/disc copy of the complete pplicant ppearing b ore he Board: pplication materials. 6. ( Filing Fee. 7. ( )Any supporting documentation. a (if 8. ( )HOA approval letter. applicable) Address: 9. ( )Photographs. Phone# 9 ` — 10.( ) Samples of finishes/color chart. (a sample board or Architect/Engin er: to,r 1 model may be presented the night of the meeting) Phone#914 D 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 y Sworn to before me this day of �S , 20 a J day of , 20 Signature of Property Owner Signature of Applicant -qt�s AQ bar y Print Name of Property Owner Print Name of Applicant Notary Public Notary Public SHARi iVIELILLO Notary Public,State of New York ID No.01 ME6160063 Qualified in Westchester County Commission Exoires January 29,20 3/21/19 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, August 19, 2020 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on August 19, 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/83992763257 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: 839 9276 3257 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 76 Country Ridge 4 Foot Open Picket Fence Consent 5043 Drive (Levine) In Rear Yard Agenda 8 Meeting House Replace Decking And Consent 5044 Lane (Chaudry) Railing With Composite Agenda Material 547 Westchester Swap Out 2 Picture Consent 5045 Avenue (Marshall) Windows For Bay Agenda Windows 17 Hidden Pond Replace Decking on Consent 5046 Drive (Berner) Existing Deck Agenda w/Composite, Replace Stone, Brick and Gravel Walks w/Blue Stone. Windows Replace in Kind 104 Country Ridge Install Hot Tub on Consent 5047 Drive (Savitt) Existing Deck Agenda 50 Winding Wood Amendment to Prior Consent 5048 Road(Klein) Approval - Moving Sports Agenda Court Further Away From Property Lines 66 BelleFair Road New Deck Over Patio & 5049 Egress Window ML NM MR SE JM SF AC MI JB 8 Mark Drive(Roy) Kitchen Window 5050 Elevation Changes & Interior Renovations 39 Talcott Road New Shed Dormer To 5051 (Blaiotta) Facilitate Elevator Instillation 14 Carlton Lane Front Portico, New 5052 (Kawlw/khobragade Window, Interior Alterations 31 Brookridge Court Replace Existing Wood 5053 (Friaoli) Deck 57 BelleFair Road Replace and Extend 5054 (Gupta) Existing Deck 2 Latonia Road New Rear Deck 5042 (Pascuma) 259 North Ridge New 2 Family Modular Postponed To August 26 5055 Street(Larizza) Buildings l A & I B 2 Crossway(Yablow) 2nd Story Addition& ,�,�n � 5056 New Windows (�[11►L l l l South Ridge Install Illuminated 5057 Street Building Numbers 432 North Ridge In-Ground Pool, Pool 5058 Street(Gabriel) Patio & SWM System 431 North Ridge Change Canopy Fabric & 5059 Street(RSCS LLC) Construct an ADA Access Ramp 4 International Drive Modifications to Existing 5060 (1100 King Entrance, Steps & Associates LLC) Walkway. Modify Site Lighting ML NM MR y_. SE _ JM u, SF {AC i M I K ✓ Building Permit Check List&Zoning_Analysis Address: 7i G120 S S t,t�'-7 SBL: S 2 — L Zone - I S Use: 2110 Const.Type: Other. Submittal Date: 1 Revisions Submittal Dates: Applicant: Nature of Work Reviews:ZBA: DEC — 7 2020 PB: BOT: Other. 1� OK („,( ) FEES:Filing. 1 S• BP: C/O: Legalization: ( ) (-�rAPP: Dated: ✓ Notarized. SBL: Truss I.D. Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ) ( ) ENVIRO: Long. Shore Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan: Other. ( ) ( ) SURVEY:Dated: Current: Archival• Sealed. Unacceptable: ( ) ( ) PLANS:Date Stamped Sealed Copies: Electronic: Other. ( ) ( ) License: Workers Comp: Liability Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated: N/A: ( ) ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. O O LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. ( ) ( ) PLUMBING:Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other. ( ) ( ) H.V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. O O 2020 NY State ECCC: N/A: Other. ( ) ( ) Final Survey. Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. O O Other. mtg.date: approval• �Z 6 notes: ( )ZBA mtg.date: approval:- notes: ( )PB mtg.date: approval• notes: REQUIRED EXLSI'ING PROPOSED NOTES Ar Circle: Fron�taee: Froru Front: Ste: > Main Cov. Accs.Cov. Ft.H S S .HS : Tot. Ft.Imp: Paz Height/Stories: notes: VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, December 16, 2020 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on December 16, 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 hftps://us02web.zoom.us/i/82284377958 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: 822 8437 7958 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 35 Country Ridge New Casement Windows& Consent 5116 Dr. (Kaufman) Gas Fireplace Agenda 1 Winthrop Dr New 6' &4' High White Consent 5117 (Adler) Privacy Fence (Oklahoma) Agenda 10 Beacon Lane Roof Top Solar Array Consent 5118 (Bellatoni) Agenda 992 King Street Legalize Rear Wood Patio Consent 5119 (Leshman) on Grade& Hot Tub Agenda 19 Maywood Ave Driveway Widen, Retaining Consent 5100 (Ocasio) and Wall Fence Agenda 6 Latonia Rd Rear 2 Story Addition. Rear 5120 (Santorelli) 1 Story Addition, Front Portico, & Exterior Alterations 2 Charles Lane Amendment to Prior 5121 (Kaplan) Approval, Siding Cedar Shingles, Composite Deck- Wood& Eliminate Bathroom Window 39 Meadowlark 2nd Story Front Addition, 5122 Road(Rose) Front Porch, &New Deck ML NM MR SE JM SF AC MI KC q�a(eS �c ►a -V 5(ron qw— 37 Hillandale Road Inground Swimming Pool, 5123 (Fischer) Equipment, Patio& Retaining Wall 8 Winding Wood Rd Convert Existing Screen 5124 (Garofolo) Porch to Conditioned Living Space 10 Pine Ridge Road 2nd Floor Addition&New 5125 (Leon) Roof Over Front Porch 2 Crossway (Fery & Amendment Prior To prior 5126 Yablow) Approval 144 Country Ridge Remove Side Stoop/Stairs, �J 5127 Dr(Rackenberg) Add new Side Door w/Landing ML f NM MR / SE JM f SF AC / MI KC Laura Petersen From: Laura Petersen Sent: Thursday, October 1, 2020 4:13 PM To: 'JYABLOW@GMAIL.COM' Subject: Building Permit Application - 2 Crossway The building permit application has been approved by the Building Inspector, before I can issue the building permit the following items must be submitted to our office, 1. General contractor's contact name & phone number. 2. Copy of general contractor's valid Westchester County Home Improvement License. 3. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) 4. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) 5. Estimated cost of construction to determine the building permit fee ($15.00 per $1,000.00) (due once permit is issued and ready for pick-up) Thank you! 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 Ioetersen(Wrvebrook.org 1 'ti'sl::�''' ,:� +�� (f QjCD ) e a L.. N A y Y N _ m w �ttto)� ''' � e y •O cD it CD O H � +' O N v o`ect%on AA, \ CV Z. O ,,� c Vo 4• fl,,, b 4 O m LO S. aw 3�0 0 J�edaG «to �. I 11 - y r L .¢ Ln E `v CD -: co ZL �IL ito)► — � ito)s , «O) �rgT._'�r �� :':;`c" ai;; �ii ?-,'. �1 N ;t y�--r,-c --j 1��1'� ._°:>T"�� 1�:i1�� .�s`s'i ^ �.- xr.'� ^sJ ", tta17;/ O � 1 � � 1 �. � 1Fr .� � 4 r l�r;' rr11M,`-."�"_"��"" rrlry yr y, �r�)t�r� ;y#41 yr�ih� r d 1 hrtty� t yr)trrr �. :y�,, nlie r�iti „ �.s� �. 4 s)e rli.+'t�N. ore tl i. �f . stir ! Im sae !�►.rir- .. \. KMICONT-01 JROSENBERRY A��RO CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) 10/6/2/6/2020 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 NCRAPCT Jennifer Rosenberry McCartney&Rosenberry,Group Inc. PHONE FAx 477 Ashford Ave (A/C,No,Ext):(914)693-3500 201 I (A/C,No►:(914)693-3980 Ardsley,NY 10502 E.MA'L .irosenberry@mvragency.com INSURE S AFFORDING COVERAGE NAIC0 _ INSURER A:Southwest Marine&General INSURED INSURER B: KMI Contractors Inc INSURERC: 1511 Rt 22 Suite 161 INSURERD: Brewster,NY 10509 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTRTYPE OF INSURANCE ADDL SUBR WyDPOLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR X GL202ORLH00203 3/30/2020 3/30/2021 DAMAGE TO RENTEDPRE MISES occurrence) $ 100,000 MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY j LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY Perperson) $ AAUTEO�S ONLY AUUT�OSyUyLNEEDp BODILY INJURY Per accident $ AUTOS ONLY AUTO ONLY L*rr aoEciRderyrrt MAGE $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN IER ANY PROPRIETOR/PARTNER/EXECUTIVE RandER/M R in NH)EXCLUDED? NIA E.L.EACH ACCIDENT $ E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The certificate holder is included as additional insured with respect to general liability per form number CG2012(attached). CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of R ebrook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g y ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street Rye Brook,NY 10573 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund WESTCHESTER ONE,44 SOUTH BROADWAY, 10TH FLOOR,WHITE PLAINS,NY 1 0601-441 1 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE �. -VT M A^A A^^ 562512764 MCCARTNEY&ROSENBERRY GROUP DBA MVR AGENCY �a4 477 ASHFORD AVE ARDSLEY NY 10502 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER KMI CONTRACTORS INC VILLAGE OF RYEBROOK 1511 RT 22 SUITE 161 938 KING STREET BREWSTER NY 10509 RYEBROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2341865-0 507022 08/15/2020 TO 08/15/2021 10/6/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2341865-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK. TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SALVATORE PEPE 1 OF 1 KMI CONTRACTORS INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 117252057 U-26.3 AC"Ro CERTIFICATE OF LIABILITY INSURANCE FDATE(MMID01YYYY) 1/21/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED [REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT John M. Glover Agency NAME: Sarah Gjidoda' P.O. Box 700 PHONE 203-956-2458 FAX No:203-857-7848 Norwalk CT 06852 AEDo-MAILREas: sgModai@im.com com -INSURE")AFFORDING COVERAGE NAILS INSURER A:Hartford Insurance Group 914 INSURED TRRECH-01 INSURER s:Ohio Casua Insurance Company 24074 Tri Tech Mechanical LLC 47 West Main Street INSURERc:Ohio Secu ty Insurance Company 24082 Stamford, CT 06902 INSURER0: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1115501186 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. WSR ADM BR -- --- - - TYPE OF INSURANCEWvo POLICY EFF POLICY EXP POLICY NUMBER -- - - --- - - M /DD/YYYY MM/DDlYY LIMITS C X COIAAERCIAL GENERAL LIABILITY BKS608MI l 3/19/2021 3/19/2022 EACH OCCURRENCE S 1,000,000 (XAMASMADEr-il OCCUR TO RENTED PREMISES Ea cuirrence S 300,000 MED EXP(Any one person) $15,000 - PERSONAL A ADV INJURY $1,000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY a JEa FX]LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE W Ee accident LI $ ANY AUTO OWNED L SCHEDULED BODILY INJURY(Per person) S AUTOS ONLY AUTOS BODILY INJURY(Per accident) S HIRED NON-OWNEDP�OPEa R Y DMMGE $AUTOS ONLY AUTOSSONLYLY S 6 X UMBRELLA LIAR X OCCUR US060888711 9/18/2021 3/19/2022 EACH OCCURRENCE $2,000,000 EXCESS LU1B CLAIMS-MADE AGGREGATE $2,000,000 DED X I RETENTION$in nnnS A AND EMPSOOMPENSATION LIT 31WECAWWE5 7/9/2D21 7/9/2022 X AND EMPLOYERS'LIABILITY YIN STA 4OFRCT 8 NY ANYPROPRIETOR/PARTNER/EXECUTIVE ,000,000 OFFICERIMEMBER EXCLUDED? NIA E.L.EACH ACCIDENT(Mandatory in NH) es,describe underE.L.DISEASE-EA EMP ,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 1 000 000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:2 Crossway,Rye Brook,NY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street Rye Brook, NY 10573 AUTHORUED REPRESENTATNE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NEW K Workers' YO CERTIFICATE OF STATE I Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured Tri Tech Mechanical LLC (203) 359-3399 47 West Main Street 1 c.NYS Unemployment Insurance Employer Registration Number of Stamford, CT 06902 Insured Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 02-0717079 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Hartford Insurance Group Village of Rye Brook 3b.Policy Number of Entity Listed in Box"1a" 938 King Street Rye Brook, NY 10573 31WECAM4WE5 3c.Policy effective period 7/9/2021 to 7/9/2022 3d.The Proprietor,Partners or Executive Officers are included,(Only check box if all partners/officers included) Q all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under I emA 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: John M Glover Agency (Print name of authorized representative or licensed agent of insurance carver) Approved by: %a 6, 1/21/2022 (Signature) (Date) Title: President Telephone Number of authorized representative or licensed agent of insurance carrier: (800) 275-2766 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 DocuSign Envelope ID: 61EE61F2-423A-4DE3-AB7A-04CD14998F12 Lot 6 E a CCU[ I AUG AUG -52020] D ___j I 'VILLAGE OF RYE BROOK BUILDING DEPARTMENT 15709.9 - Sq.:Feet N Stone Wall 2 1.2' rJ Lot 7 Lot 5 0 3 Wood o Q Deck i= Q v S 0 Wood fie Wall 3 ry 17.7' + 241.1+ 242.2 C) O 242.5+ + 1.2' -1 Story 242.9 +239.7 Frame Dwelling <L No. 2 a_ GF. Elev. FF. Elev. 243A 235.2 32.9' 17.7' Plat. + W 241.7 i 236.0 235 0 +: + 40,3 00 2351 235A O � CV V 238.3 + C CV Q M U7 0 4F 233 9 235.9 L=1 00. 26' R 1360 00� 234A + 232.9 „_233.3 Qry�( CC�^\`jW�/e �/ CROSS A 1 !3 NE AW Survey of Lot 6 in ,Block E as shown on "Map Richard A. Spinelli * < * of Section 'A', Rye Acres, the Property of Rye 650 Halstead Avenue Acres Company situated in the Town of Rye, Mamaroneck, N. Y. 10543 Westchester_ Co., N. Y." (914) 381-2357 < Filed on Oct. 13, 1949 as Map :No. 6921 N.Y.S. Lic. Land Surveyor No. 49240 49240O Scale 1"=20' ,July 21, 2020 LANDSv� Note: -Elevations shown in NAVD1988 r r x rr Acrcr FLOOR PLANS SHEET INDEX FIRST FLOOR ELEV.: 243.40' AVERAGE NATURAL GRADE: 240.04' NO. DRAWING NO. DRAWING uz @- YSPACE CEILING 0 w G ELEVATION CEILING HT0 abl 61, Fe ry .ABOVE GRADE CODE A01 TITLE SHEET A13 FRAMING LAYOUT(CEILING) 0 A 242.s7' a.s3� <s.00' A02 SITE PLAN A14 FRAMING LAYOUT(ROOFS 1+ A03 HEIGHT/SETBACK RATIO PLAN A15 ELEVATIONS _ 00 u v (NOT TO SCALE) A04 DEMOLITION PLAN(BASEMENT) A16 ELEVATIONS A05 DEMOLITION PLAN(FIRST FLOOR) A17 ELEVATIONS THIS BUILDING MUST BE POSTED A06 FOUNDATION PLAN A18 ELEVATIONS WiTN A PERMANENT CONSTRUCTION ;----- ---- A07 FOUNDATION DETAILS A19 WINDOW&DOOR SCHEDULE TYPE IDENTIFICATION SIGN; ___ _ ® ___ _ _ A08 BASEMENT FLOOR PLAN A20 DETAILS v I °0 A09 FIRST FLOOR PLAN A10 SECOND FLOOR PLAN E01 ELECTRICAL FIXTURE LAYOUT � 2 20 0 SEP 2 5 2020FR L____ ____Jt All FRAMING LAYOUT FL 0(FLOOR) E 2 ELECTRICAL FIXTURE LAYOUT ArT -� PRIORTOTHE1ssu�NCEOFa c/o, AS REQUIRED BY NY STATE LAW. Al2 FRAMING LAYOUT(FLOOR) E03 ELECTRICAL FDCTURE LAYOUT STATEMENT OF COMPLIANCE 0 BASEMENT FLOOR: 0 S.F. THE ARCHITECT,JUSTiN F.MINIM A.IA(N.YS.LIC.NO.18332)HAS PREPARED THE CONSTRUCTION DOCUMENTS,WRITTEN&FIGURATIVELY IN 0 COMPLIANCE WITH THE LATEST APPLICABLE SECTIONS OF LOCAL AND STATE BUILDING CODES;2010 RESIDENTIAL CODE OF NEW YORK STATE 0 AS•Q .41 REQUIRED SYMBOL TRUSS IDENTIFICATION SIGNcd RF r/1�jN v V 0 THE SIGN SHALL BE IN CONFORMANCE WITH NYCRR SECTION 1265 FOR ONE&TWO FAMILY DWELLINGS. L 1 pRI pmmummm r ------ ------------ •THE SIGN SHALL BE SECURELY AFFIXED TO THE EXTERIOR ELECTIUC METER OR AN ALTERNATE LOCATION APPROVED BY CODE, P E RMt'y' sA I r F R WHENEVER IT IS NOT POSSIBLE TO DO SO.REVIEW LOCATION WiTH THE BUILDING OFFICIAL PRIOR TO INSTALLATION. EcT� o GBL# (0 L 5:7 6 A( GENERAL NOTES r pw OCT 1 202 I. THE PLANS AND SPECIFICATIONS FOR THE PROPOSED SCOPE OF WORK HAS BEEN DESIGNED AND SHALL BE EXECUTED BY ALL PARTIES CONCERNED •1 IDATE AP P R V IN COMMIANCE LE.RULES&THE REGULATIONS.2020RESIDENTIAL EIIDEN IAL CODE OF NEW YORK STATE,2010 NEC ANDLOCAL MUNICiPAL CODE AS WELL ALL Z.G.0 SHALL REVIEW PLANS AND SPECIFICATIONS PRIOR TO START OF WORK ARCHITECT SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCY. 0 3. DO NOT SCALE DRAWINGS.USE WRITTEN DIMENSIONS.LARGE SCALE DETAILS AND DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. FIRST FLOOR: 4.O.C.SHALL INCLUDE ALL LABOR MATERIAL,AND EQUIPMENT FOR ALL SHOWN OR SPECIFIED INCLUDING TEMPORARY FACILITIES AND/OR WILDING INSP O rilage of no&+pk� 1,358 s.F. SUPPORTING STRUCTURES. � � 3 5.G.C.SHALL BE RESPONSIBLE TO SECURE ALL PERMITS FOR CONSTRUCTION. fA 6.G.C.SHALL OBTAIN THE CERTIFICATE OF OCCUPANCY UPON COMPLETION OF WORK AND SUBMIT TO OWNER. 0 0 7.O.C.SHALL CHECK ALL EXISTING CONDITIONS PRIOR TO START OF WORK G.C.SHALL BE RESPONSIBLE TO VERIFY THE LOCATION OF ALL VISIBLE 0+ /l AND N09VISIBLE UTILITY SERVICES. 0 v 8.ALL LABOR,MATERIALS,AND CONSTRUCTION SHALL COMPLY AND CONFORM WITH ALL RULES,REGULATIONS,CODES AND ORDINANCES OF ALL 04 N FEDERAL.STATE AND AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK 9.THE G.C.SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL AND RUBBISH,IMPLEMENTS AND SURPLUS MATERIALS,AND LEAVE THE BUILDING BROOM CLEAN. 10. G.C.SHALL PROVIDE UNDERSLAB PERFORATED PVC PIPING FOR Rn RE RADON MITIGATION IF APPLICABLE.PIPING SHALL BE PLACED BENEATH ALL SLABS(BASEMENT AND CRAWL SPACE).G.C.SHALL BE RESPONSIBLE FOR ALL RADON TESTING. 00 °' 11.THE H.VAC.SYSTEM SHALL BE DESIGNED BY A QUALIFIED,CERTIFIED H.VA.C.CONTRACTOR AND i OR MECHANICAL ENGINEER RETAINED BY THE G.C. rn E i F- ----------- ALL APPROVALS SHALL BE OBTAINED BY THE G.C. vNi. 12.ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WiTH LOCAL&NATIONAL FIRE UNDERWRITER CODES&LOCAL UTILITY CO. ►wr 13.A MINIMUM OF 75 PERCENT OF THE LAMPS IN PERMANENTLY iNSTALLFD LIGHTING FDaLI(ES ARE HiGH EFFICACY LAMPS PER 404.1 OF 2015 ENERGY :z CONSERVATION CONSTRUCTION CODE OF N.Y.S. SECOND FLOOR: 1 3 00 S.F. 14 G.C.SHALL INSTALL A COMPLETE SMOKE AND CARBON MONOXIDE ALARM SYSTEM THROUGHOUT HOUSE PROVIDE A SMOKE ALARM UNIT IN EACH BEDROOM AND SMOKE/CARBON ALARM(S)ON EACH FLOOR INCLUDING BASEMENT IN COMPLIANCE WITH N.Y.S.RESIDENTIAL CODE,SECTION R 317.1.1. SMOKE AND CARBON MONOXIDE ALARMS SHALL BE HARD WIRED WITH BATTERY BACK-UP.ALL ALARMS SHALL ACTUATE SINIULTANEOUSLY a BUT DISTINCTIVE ALARM SIGNAL SHALL BE USED TO DIFFERENTIATE EACH TYPE OF ALARM.ALARMS SHALL RE CODE APPROVED AND U.L LISTED. z z DESIGN LOADS 1 MATERIAL STRENGTHS o a i0v SOIL BEARING: 40M PSF CONCRETE: 4000 PSI FLOOR, 60 PSF(40 L*20 D) DIMENSIONAL LUMBER] 950 PSI ATTIC:We AND GREATER HEADROOM) 45 PSF(30 L+15 D) ENOTNEERED LUMBER ATTIC(LESS THAN 4.6•HEADROOM) 30 PSF(20 L+10 D) •GLUTAM 2400 PSi UNFINISHED ROOF:(SNOW LOAD) 60 PSF(45 L*IS D) *LAMINATED VENEER LUMBER 2600 PSI PORCH&DECK: 70 PSF(60 L+10 D) •PARALLEL STRAND LUMBER 2900 PST GUARDRAILS&HANDRAILS: 200 PLF STRUCTURAL STEEL 36,000 PSI 2020 ECCCNYS ATTIC FLOOR: O S.F. BL.TLDING TYPE: ONE&TWO FAMILY DWELLING DESIGN TEMPERATURE 0 DEGREES F./72 DEGREES F. DESIGN DEGREE DAYS: 5000-6000 CODF DESIGN METHOD:CHAPTER 4,PRET VE BUILDING ENVELOPE(SECTIONS 402.1402.3) TABLE 40L I2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT GROSS FLOOR AREA SCHEDULE GLAZED WOOD MASS BASEMENT` SLABd CRAWL SPACE` CLIMATE FENESTRATION SICYLIGHTi'FENESTRATION CEILING FRAME WALL WALL FLOOR WALL R-VAL WALL ZONE U-FACTORb UTACTOR SHG& R-VALUE R•VALU. R VALUE R-VALUE VALUE UE — ZONE: R4 5 FAR: FORMULA LOT: 15,709.9 sF 4A 0.35 055 0.40 49 20 or 13+5 8/13 19 10 13 to.I FT 10/13 a&VALUES ARE MINIMUMS.U-FACTORS&SHCC ARE MAXIMUMS.WHEN INSULATION IS INSTALLED IN THAN E LABEL OR DESIGN MAXIMUM PERMITTED FLOOR AREA: 3,303 SF THICKNESS OF THE I NSUTATTON.THE INSTALLED R.VALUE OF THE INSULATION SHALL NOT BE LESS THE tLV ED IN THE LE. b.THE FENESTRATION u•FACTOR COW'M N EXCLUDES SKYI IGHM THE SHGC COLUMN APPLIES GLAZED T1 DATE: EXCEPTION:SKYLIGHTS MAY BE EXCLUDED FROM GLAZED FENESTRATION SHGC REQUi3L iN CLIMATES ZONES I H 3 WHERE SHOC POR 8/03/20 FLOOR AREA RATIO CALCULATIONS AS CURRENTLY DEFINED IN SUCH SKYLIGHTS DOES NOT EXCEED 0.30. THE VILLAGE OF RYE BROOK ZONING CODE G'15 •1M SP�S 15C BEN!�OINSULATIOND TO ONWrnI THE 3114T IORROR CAVITY �EXTERNIO OFF THE HO R R R.19I a VEMFM�wATI P s s °R OF E s r REVISIONS: EXISTING PROPOSED N Om TM�IAMON A OR T THE IN'E`R OR OF THE BASEMENT WAl1�R•10 CONiiNUOUS 1NSULA7ION)ON THE INTERIOR OR EXTElt10 OF'THE HOME OR R-13 vRY &R S SHALL BE ADDED TO THE REOV RED)��EDRGHEERNAL�HEATED SLABS.INSUEA-hON DEPTHS SHALL BE'IIiE DEPTH OFTHE KKmc OR 2 , BASEMENT FLOOR 0 SF 0 SF WHICHEVER iS LESS iN ZONES`THRO a THERE iS NO%HOC REQUIREMENTS iN THE MARINE 20NE. FIRST FLOOR 11358 SF 1,358 SF h.THE MST VALUE IS CAVITY INSULATION,THE SECOND VALUE iS COMMOM SO'i i+r Md1m R,I I CAVITY TNq TIATION Pt R-S IOUs ON. i.THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE 0-MLATION iS ON THE INTERIOR OF THE MASS WALL SECOND FLOOR 0 SF 1,300 SF 1,JUSTIN F.MINIERI,AIA(N.YS.UC.NO.18332)CERTIFY THAT TO THE BEST OF MY KNOVIEDGE AND BELIEF, E PLANS ATTIC FLOOR O SF O SF SPECIFICATIONS CONFORM WITH THE APPLICABLE SECTIONS OF THE ENERGY CONSERVAqION CONSTRUCTIO CODE OF NEW YORK STATE. TOTAL 1 358 sF 2 658 SF CLIMATIC AND GEOGRAPHIC DESIGN ZITER TABLE R301.2(1) ARCHITECTS GROUND SEISMIC WINTER iLE ER FLOOD AIR MEAN IN RID INK SNOW WIND DEMON DESIGN SUMCT TO DAMAGE FROM DESIGN LINDERIA HAZARDS FAEEZLVG ANNUAL DWG NO. CODE: 3,303 SF > 21658 SF LOAD CAT. TEMP. REQUIRED INDEX TEMP SPEED TOM SPECIAL WWI). WEATHERING MOST LINE TERMITE A01 GRAPHIC REGION BORNE DEPTH DEPTH EFFECTS WINDS DEBRIS 2 Crosswnv R e Brook NY SECTION:135.26 BLOCK: 1 LOT:56 '° Z°'� ° 7'F FIRM ' °R LECS S2.TF 'E sHE>:I- UOMPH NG No NO SEVERE 4r MODERATE 41F(2007) Yablow&Fery/ TO HEAVY 220039 LOCATION MAPS SCALE: 1 = 201 SITE PLAN SCALE: 1 = 20' GENERAL NOTES � z 1. Site plan is based on survey by Richard A.Spinelli, U 650 Halstead Avenue,NY. 10543,Prepared;July 21,2020. 2. The Architect shall assume no responsibility for the accuracy of the 0 original survey.Refer to original survey for additional information. 3. The General Contractor shall strictly adhere to all rules and � regulations having jurisdiction. 4. The General Contractor shall review plans and specifications prior P4 to start of work.Architect shall be immediately notified by the G.C. of any discrepancies. ♦14 5. The General Contractor shall be responsible to secure all required permits for construction. 6. The General Contractor shall obtain a certificate of compliance or occupancy upon completion of work and submit to the Owner. 7. The General Contractor shall install all sedimentation and erosion control measures as required by local code prier to construction. All controls shall be maintained throughout the construction process and inspected periodically. EROSION CONTROL NOTES o I. All work shall comply with local Erosion and Sediment Control Law 0 and"Westchester County's Best Management Practices Manual for ,0 VICINITY MAP Construction Activities". +� 2. Contractor shall install all Soil Erosion and Sediment Controls before any construction operations begin and shall keep protection measures in place for the duration of construction.No construction activity shall take place downslope of the silt fence line. N 67*21'00"W 100.00, 3. Contractor shall inspect all protection controls and maintain the silt fence daily.Accumulated sediment behind the silt fence shall be vJ s removed and disposed of in conformance with all applicable codes. n M1 w% ' 4. Slopes that will remain open for more than three weeks shall be ,0 EXISTING SHED ' protected with temporary seeding or staked netting. 'o, 1 s"'NQ 4 5. Erosion control devices shall be inspected after each rainfall. 18 q 71 0 Devices shall be cleaned,repaired and/or replaced as necessary. (E) 6. Final grades shall be established as soon as possible,top soiled and Q ' seeded.New turf shall be set to stabilize slopes and prevent erosion. LINE or ALLOWABLE l �RYD — + — _ � ' 7. Contractor shall not stockpile material or park vehicles within the � rp BUILDING ENVELOPE ' ► drip line of existing trees. O 0 0 8. The engineer/architect may at his or her discretion require �+ -I st«,s�atl I additional erosion control measures throughout construction 0 U to mitigate unforseen erosion and siltation. N � I ( EXISTING I l WOOD DECK N i SILT FENCE DETAIL Q U. UNDISTURBED AREA DISTURBED AFMA �-i a co = PROPOSED WINDOW STRAW BALES z V PRESTAKED SILT FENCE VH WELL VV METAL RAILING (STAKED tNTO 64totk�) ice 5AGKNLL SLOT TO SEAL BOTTOM OF FEW-Z Q z w AG PROPOSED EXt5T1N6 GRADE DI (,Tto'"OF z 9Z.Q0'_----� t SECOND FLOOR ADDITION — z X w 3 40 FYD oo V) ZONING MAP o GIB 6" "K�1-OT FOLLOMNS - N CONTOUR OF LAND ►7 tp Z SILT FENCE SHALL BE SET H O_ N ' WITH BOTTOM OF FABRlG NOTE N Village elf '; vp B rook BELOW GRADE STAKES, SILT FENCE L BE IN PLACE EXISTING WALKWAY DRIVEN 16'MIN.INTO AND I1NSFWTED PRIOR TO THE START EXISTING-------- - r-�.�-?.- . .:e u.s:'s:.' "� a'�r c 4;4�11 (�i a rd UWISTt RBW EARTH OF DBAMITiOK ASPHALT DRIVEWAYL — / __ L = 1Gb?6' h��;..,..,��, I 1 t1i- `L� L ZONING DATA L •�► ` _3.......-...r.o.r. �.n.;n:up ram_. R I c.«•s r;l i la�,:'r ZONE:R-15 (ONE-FAMILY RESIDENCE) 2 SECTION: 1 35.26 BLOCK: 1 LO 5 C RO S SWAY .- .�--�--�--�--------� BULK REGULATION CODE EXIS G PROP ED LOT AREA MIN. 15,000 S.F. i�. . N,'C LC')T WIDTH MiN. 75' NiC LIT COVERAGE BUILDING MAX. 16% (2,356 S. .) 8.56%(1.346 9.10%(1,444 S.F. --3 Q � • ACCESSORY MAX. 3.5% (550 S. .) 0.4% (64 S. N/C ATE 8/03 20 • DECK MAX. 4% (628 S ) 3.4% (541 S.F 3.]% (445 S.F. U WL ! 1' R vtstc)Ns: t REVC. IMPERVIOUS MAX. 5,484 S.F. 3,261 S.F. 3,351 S F. I • FRONT YARD MAX. 35% (1.401 S. .) 28.501W 1,144 S.F.) 1,144 S.F.) 11 30 20 tARDSETBACKS PLANS DEC -- 2 2020 �. _ -- -_ FRONT fl) MIN. 40' 38.;�' 4.00' _ t. I PLON t(2) MIN. 40' NA t DATED ....��.. .e - SiDE MIN. 15' 141 l7.0' s� [� �, ;j� 1 F,�j b+� SIDE(TOTAL) MIN. 40' 50.6Q' 50. ' i��_D I I� l•-4 E !P"i�''iT�i�f�4.:..N R� REAR MIN. 40' 90.ti3' 6R.ti' _,,.,.....;....e...,....�....-<....�.--..a.�.-,.-... BUILDING HEIGHT ...,�� RCX3F MiD-POINT MAX. 30' 14'-6"+/- 25, 6 +/�F eNAL 1 p � STORIES MAX. z t 2 DWG No. ❑ EXISTING STRUCTURE TO REMAIN ❑ PROPOSED ONE STORY ADDITION ❑ PROPOSED TWO STORY ADDITION (E) EXISTING YARD SETBACK �0 FLOOR AREA KEY ❑ EXISTING STRUCTURE TO BE REMOVED � PROPOSED IMPERVIOUS SURFACE ❑ PROPOSED SECOND STORY ADDITION (P) PROPOSED YARD SETBACK � CROSS MAX. 3,303 S.F. 1,358 S.F. 2,658 S.F. �-A02 ADDITION 1.300 S.F. SITE PLAN ABUTTERS MAP REFER TO ENGINEER'S SITE PLAN FOR INFORMATION ON GRADE ELEVATIONS,DRAINAGE,UTILITIES CONNECTION,EROSION CONTROLS,ETC.. • DO NOT SCALE PRINTS Yablow&Fery/ 220039 J HEIGHT ET � z uw lu 0 / S P-)ACK I ATIO I ❑ I I � ' I 1� E:Jl I • � I I I � I I � I � � I I � I o H5R-Z H5R-3 ci I � I o ._..-- � o 0 a o MAO' 0 - a N w go z I z Ila \ z a Is5 M x N 6 to I". �e A M I g I I I } �I d? O `/ 49 in j - , \ DATE: SHE ❑ Ij 8/03/20 \ PI MLOOR 2 .40' FIRST FLOOR 2 MEMO240�, �- REVISIONS: 240.04' A _ 255A0' OF nos DWG No. �n A03 ZONE: R-15 - FRONT TIO . O.60SIDETIO . l .6 0SCA.LE. HSR Ysblaw&Fery/ 220039 GENERAL NOTES rll* 0 z 1.GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO ALL RULES AND REGULATIONS HAVING JURISDICTION. 0 2.GENERAL C7c)NTRAC'TOR SHALL BE RESPONSIBLE TO CHECK 0 AND VERIFY ALL EXISTING CONDITIONS TNCLUDIIG 0 CONCEALED AREAS IF POSSIBLE,PRIOR TO START OF WORK M 3.G.C.SHALL LOCATE AND IDENTIFY UNDERGROUND UTILITY Pi•� LINES.IF ANY,PRIOR TO START OF EXCAVATION.G.C.SHALL v BE RESPONSIBLE TO REPAIR DAMAGED OR INTERRUPTED �►7` SERVICES RESULTING FROM THE WORK BEING PERFORMED. 4.O.C.SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY AND/OR DISCOVERY OF AN UNKNOWN 4 CONDITION. S.MATERIALS OR ITEMS NOTED TO BE REUSED,SHALL BE CAREFULLY REMOVED.PROTECTED AND SPORED ON SITE. 6.G.C.SHALL OBTAIN FROM THE OWNER A LIST OF ITEMS.IF ANY,TO BE SALVAGED AND CLAIMED BY THE OWNER.ITEMS SHALL BE STORED AND PROTECTED ON SITE UNLESS OTHERWISE DIRECTED BY THE OWNER 7.G.C.SHALL PROVIDE REQUIRED SHORING,BRACING. TEMPORARY RAILS,FENCES,AND ENCLOSURES AS REQUIRED TO MAINTAIN PUBLIC SAFETY CONTINUOUSLY DURING CONSTRUCTION. 8.PROVIDE TARPS AS REQUIRED TO PROTECT STRUCiUMS) FROM WEATHER.MAINTAIN TARPS IN GOOD CONDITION AND REPLACE WHEN DAMAGED. 0 9.IDENTIFY HAZARDOUS MATERIALS,IF ANY.PRIOR TO DEMOLITION.REMOVAL AND/OR CONTAINMENT AS �+ REQUIRED SHALL BE PERFORMED IN ACCORDANCE WITH GUIDELINES SET BY THE APPLICABLE GOVERNING AGENCIES. 0 GV4 10.REMOVE AND REPLACE ANY DAMAGED OR ROTTED LUMBER. 41 P� REVIEW QUESTIONABLE CONDITIONS WITH ARCHITECT. 11.ALL CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE _ REMOVED AND LEGALLY DISPOSED OFFSITE BY G.C. 12.O.C.SHALL PROTECT ALL AREAS NOT WITHIN THE SCOPE Q' OF WORK FROM DAMAGE OR DUST DURING DEMOLITION ' AND CONSTRUCTION. I (( W D I 13.WINDOW AND DOOR REMOVAL SHALL INCLUDE FRAMES, G(J EXPOSING ROUGH OPENING UNLESS OTHERWISE NOTED. .1 / J 14.UTILITIES SERVING OCCUPIED SPACES SHALL NOT BE .O I I I INTERRUPTED WITHOUT THE OWNERS PERMISSION AND 41 I I I PROVIDE TEMPORARY UTILITIES AS NECESSARY. PLAY RM BED RM#4 IS.HEATING SYSTEM SHALL REMAIN IN SERVICE THROUGHOUT R CONSTRUCTION DURING HEATING SEASON WHETHER OR 0 NOT I i s1.�e E I MADE KNOWN ENCE IS OCCUPIED UNLESS TO THE OWNER DICTATE OTHERWISE. STANCES FOR►� I16.REMOVE ALL ABANDONED PLUMBING AND ELECTRICAL I I LINES. � � REMOVE EXP I I 17.REPLACE PLUMBING AND/OR ELECTRICAL LINES WITHIN 0^ 0 FLOOR b i EXPOSE — — ��_— — THE CONSTRUCTION AREA THAT ARE FOUND TO BE 04 �a FLOOR FRAMINb NONCONFORMING WITH APPLICABLE CODES. 0 (, GARAGE ffATH#3 14 N ADDITIONAL NOTES � II �OILtI! R MECH.RM IC4-co SLAB FOR " cc z� i I -I�^I FOO'11N6 z W L w z z II a� D zM GIJDBIE� I_ - - - - - - - - - - - - � DEMOLITION PLAN SCALE:1'4"—1',O" BASEMENT FLOOR PLAN L G ND \ 8/03/20 REVISIONS: EXWTNG WAIL REMAIN (VERIFY WALL TYPE 04 FIELD) 15 EX15MG WALL TO BE REMOVISD I =_C WINDOW OR DOOR TO REMAIN =31 R C WINDOW OR DOOR TO BE REMOVED S C WINDOW OR DOOR TO BE SALVAGED rnw AxcwlEc-rs (STORE ON SITE F 09 RE-USO na RW INK rDE.OLMON G No. A04 _ DO NOT SCALE PRINTS1220039Y�1aq'&Fery/ GENERAL NOTES 0 z 1.GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO ALL U RULES AND REGULATIONS HAVING JURISDICTION. �04 2.GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK 0 AND VERIFY ALL EXISTING CONDITIONS INCLUDING 14 CONCEALED AREAS IF POSSIBLE,PRIOR TO START OF WORK. M 3.O.C.SHALL LOCATE AND IDENTIFY UNDERGROUND UTILITY �•i� LINES.IF ANY,PRIOR TO START OF EXCAVATION.G.C.SHALL v BE RESPONSIBLE TO REPAIR DAMAGED OR INTERRUPTED �►>1 SERVICES RESULTING FROM THE WORK BEING PERFORMED. 4.G.C.SHALL NOTIFY ARCHI I`ECT IMMEDIATELY OF ANY DISCREPANCY AND/OR DISCOVERY OF AN UNKNOWN 4 CONDITION. 5.MATERIALS OR ITEMS NOTED TO BE RE-USED,SHALL BE CAREFULLY REMOVED,PROTECTED AND STORED ON SITE. 6.G.C.SHALL OBTAIN FROM THE OWNER A LIST OF ITEMS,IF v ANY,TO BE SALVAGED AND CLAIMED BY THE OWNER.ITEMS SHALL BE STORED AND PROTECTED ON SITE UNLESS OTHERWISE DIRECTED BY THE OWNER. 7.G.C.SHALL PROVIDE REQUIRED SHORING.BRACING, TEMPORARY RAILS,FENCES,AND ENCLOSURES AS REQUIRED -- -- TO MAINTAIN PUBLIC SAFETY CONTINUOUSLY DURING CONSTRUCTION. 8.PROVIDE TARPS AS REQUIRED TO PROTECT STRUCTURE(S) FROM WEATHER.MAINTAIN TARPS IN GOOD CONDITION AND REPLACE WHEN DAMAGED. 0 A, 9.IDENTIFY HAZARDOUS MATERIALS,IF ANY,PRIOR TO W DEMOLITION.REMOVAL AND/OR CONTAQIMENT AS REQUIRED SHALL BE PERFORMED IN ACCORDANCE Wrl I GUIDELINES SET BY THE APPLICABLE GOVERNING AGENCIES. 0 10.REMOVE AND REPLACE ANY DAMAGED OR ROTTED LUMBER. REVIEW QUESTIONABLE CONDITIONS WITH ARCHI7PBC�77. 1 I.ALL CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OFFSITE BY G.C. 12.O.C.SHALL PROTECT ALL AREAS NOT WITHIN THE SCOPE Q DECK OF WORK FROM DAMAGE OR DUST DURING DEMOLITION AND CONSTRUCTION. I►� 13.WINDOW AND DOOR REMOVAL SHALL INCLUDE FRAMES, �(rJ EXPOSING ROUGH OPENING UNLESS OTHERWISE NOTED. N 14.LTTILXnES SERVING OCCUPIED SPACES SHALL NOT BE .O INTERRUPTED WITHOUT THE OWNER'S PERMISSION AND 41 PROVIDE TEMPORARY UTILITIES AS NECESSARY. STRIP MALL.19..00R 15.HEATING SYSTEM SHALL REMAIN IN SERVICE THROUGHOUT 0 4 GEIUNb FIN!* CONSTRUCTION DURING HE IN ATG SEASON WHETHER OR RD4vVE PL1Jmmms NOT THE RESIDENCE IS OCCUPIED UNLESS CIRCUMSTANCES TIXTUR25 ]L MADE KNOWN TO THE OWNER DICTATE OTHERWISE. 3 16.REMOVE ALL ABANDONED PLUMBING AND ELECTRICAL v R R R LINES. N 17.REPLACE PLUMBING AND/OR ELECTRICAL LINES WITHIN ^O O CID THE CONSTRUCTION AREA THAT ARE FOUND TO BER NON-CONFORMINO WITH APPLICABLE CODES. 0 U R M.B a N ADDITIONAL M.BED RM KITCHEN � DINING RM �. BA #2 MEcc LQ La R R LINEN R w z0 • ' CL. z ag HALL z w R ON R R R O a g I ( LIVING RM R I I I I BED RM#2 BED RM# R R REMOVE GEILINS JOIST NBN STAIR R.D.AS R6GM. CL. CL. R R R R STOOP CiA LEGEND DATE: 8/03/20 REVISIONS: DEMOLITION PLAN EXISTING WALL REMAIN SCALE:I/4"-1'-0" FIRST FLOOR PLAN VERIFY WALL TYPA IN<mw) • REMOVE ENTIRE ROOF STRUCTURE EXISTIIOO WALL TO$E REMOVft • CEILING JOIST SHALL REMAIN UNLESS NOTED OTHERWISE E WINDOW OR DMR TIC REMAIN R wlNbow OR DOOR E RlrMovM �S C WINDOW OR DOOR TD E SAi VA6;D &M AR006M (STORE ON SITE FOR R SE) SEAL IN RW WK DWG No. A05 DEMOLITION DO NOT SCALE PRINTS1220039&Fri GENERAL NOTES ?� 1 GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK&VERIFY ALL FOUNDATION DIMENSIONS ARE ACCURATE&CLOSE PRIOR TO PLACING CONCRETE.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES v+ 2.ALL FOOTINGS MUST BEAR ON SOLID.UNDiSTURBED-vIROiN'SOIL 0 BELOW FROSTLINE. O 3. DESIGN OF ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF ACI SPECIFICATIONS AND PRODUCED IN APPROVED MEGNG PLANT IN ACCORDANCE WITH ASTM REQUMEMENM CONCRETE STRENGTHS �•1•( FOR VARIOUS USES SHALL BE AS SPECIFIED IN THE FOLLOWING SCHEDULE(MINIMUM COMPRESSIVE STRENGTH,f•e AT 28 DAYS) Q� •FOOTlNM,FOUNDATIONS&INTERIOR FLOOR SLABS.__.._....40W PSI •GARAGE AND EXTERIOR FLOOR PSi 4. STEEL BEAMS SHALL CONFORM TX)ASTM SPECIFICATIONS A36 FOR STRUCTURAL STEEL(Fy-36 KSO. 4 5. STEEL COLUMNS SHALL BE STANDARD STEEL PIPE AND CONFORM TO ASTM SPECIFICATIONS A.S3 GRADE B FOR STRUCTURAL STEEL(Fy-35 KSl 6 CEMENT FILL LALLY COLUMNS AND ADJUSTABLE'JAC V COLUMNS ARE NOT ACCEPTABLE FOR USE IN LIEU OF STEEL PiPE COLUMNS A, 7.CMU SHALL BE LOAD REARTHO CONCRETE BLOCK LAID LEVEL&PLUMB W iN A FULL BED OF CEMENT MORTAR ALL JOINTS SHALL BE FILLED AND PROPERLY TOOLED.HORIZONTAL JOINTS SHALL BE REINFORCED WITH DUR.04WALL WIRE AT I&N ON CENTER CEMENT OROUT SOLID CORES WITH STEEL REBAR SHALL BE CEMENT GROUT SOLID. 8.BAR REINFORCING STEEL FOR CONCRETE SHALL BE GRADE 60 DEFORMED BARS EXCEPT FOR TIES.WHICH MAY BE PLAIN. SHALL CONFORM TO ASTM SPECIFICATIONS.REINFORCEMENT STEEL BARS(REBAR)SHALL BE NO.4 UNLESS NOTED OTHERWISE- REFER TO WALL SECTIONS 6L DETAILS FOR REBAR PLACEMENT. 9. PROVIDE WALL AND/OR FOOTNGO SLEEVES AS REQUIRED FOR UTILITIES. 10.PROVIDE 1/24N.DIAMETER x 184M.GALVANIZED ANCHOR}BOLT AT 48-IN. O.0 04AX)TO SECURE MUD SILL PLATES TO TOP OF FOUNDATION WALL. 0 11.FILLED AREAS TO BE MECHANICALLY COMPACTED. A, 12.PROVIDE FOOTING DRAINS TO DRYWELLS OR STORM SEWER 13.PRESSURE TREATED(PT)2x SUB-FRAME AT WINDOW 6 DOOR M.O. 0 14.FLATWORK SCHEDULE WHERE APPLiCABLE, "V4 •BASEMENT FLOOR SLAB......._.........._..._........_.__.__.._...4dN THICK I • I •QdTER10R FLOOR SLAB _..._..........................._.._....._.44N-THICK •CRAWL SPACE FLOOR SLAB................__..... ............_24N THICK I •GARAGE FLOOR SLAB.-_... ................. ....__._.SIN.THICK •EXTERIOR FLOOR SLAB _.__.SiN.TMCK I I 1 15.ALL SLABS EXCEPT AT CRAWL SPACE SHALL BE REINFORCED WI I I I 6 x 6 W1.4 x W I A W.W.M.PITCH GARAGE AND EXTERIOR SIAM FOR I I I ■ 0 DRAINAGE.PROVIDE A COMPACTED GRAVEL BASE(+IN.MIN) I 'Q BENEATH ALL CONCRETE FLOOR SLABS. rI 16.PROVIDE 6-MIL POLYETHYLENE VAPOR BARRIER UNDER ALL INTERIOR O FLOOR SLABS D4CLUDiNO GARAGE. "pd IRS FOR LOGAMN 17.ALL STEEL GIRDER.COLUMN PLATES.ETC..CHALL BE SHOPPRIMED WITH Q 11 ' ST».TUBE j+ (1)COAT OF Rl iST PROHIBITOR&A SECOND COATAPPUED iN THE FIELD •Pd A . 1 NV b x I� x 9/4 18.MUD SILLS PLATES AND ALL OTHER LUMBER iN CONTACT WITH r f"t-1 STM BEARING PLATE CONCRETE SHALL BE PRESERVATIVE-TREATED AOAINST DECAY ?� I i I 0 IN ACCORDANCE WiTH AWPA U 1.(R317 OF THE 2015(RC) 0 ------------ —————— ..._._ —_._-_ � � cd L_I1 -- ----------- =-_- ---�-- LEGEND 3 G0wIRM 9TEFl y I I �/ ------) EXISTING FOUNDATION WALL(VERIFY iN HELD) 0 0 COL.LOCATION I I Ate'i'+'A / POURED CONCRETE FOWNDATION WALL 11 IQ I( - -'``•►' W/REINFORCED POURED CONCRETE FOOTING 0 o�aT�a I I ------- � R CMU FOUNDATION WALL � N " W/REINFORCED POI'RED CONCRETE FOOTING I I �� FOUNDATION WALL SHELF XX a GOAT amour PEr TO OR ON O FOR MASONRY VENEER BEARING w GNU ciO�S SOLID I I ------ M SHFI F F•MiN.PFtOQ'F1N15HFD GRADE) I I r S IMA •-• W 6 \ W 6_x IT Z'x 5/40 I I MV 66'xEEL T1�x 5/4• \ I _- = FOUNDATION STEM WALL(SEE DETAIL) � STEEL BEARING PLATE STEM..BEARING PLATE w I I 4.OD.STE9. L BEAM WALL POCKET Z ad } 3..9 l l"x S"x 3/4"STEEL BEARING PLATE a II / COLUMN �I --- -- _---- (SET "T� POURED CONCRETE O LINDRiCAL PIER t__J - ---------- --- PATCH MVITGFI Sl.I1D I t�LDOR I"INNJFlS O EXISTING STEEL COLUMN(VERIFY iN HELD) 4"O.D.STANDARD STEEL PIPE COLUMN 2 '-"c- L_------------------------ -- I I BASE PLATE:8'x 8'x 3/4"STEEL PLATE p 0 L- TOP PLATE:10'x S 1/2'x 3/4"STEEL PLATE ca UNLESS NOTED OTHERWISE ON PLANS. l x 12 FOOTING SIZE(W x D INCHES) AAr9MRDOF ALL EXPOSED +00 TOP OF WAL LEVATiON(INCHES) F•OLNVATION VAAL.LS D TOP OF WALL L0W FINISH GRADE (6"MIN.) AG TOP OF WALL VE FINISH GRADE (6*MIN.) FOUNDATION PLAN FOOTING SC DUL SCALE:1/4�-1'4r FOOTING REINFORCEMENTSHAD B O.4 RE AR ) •CONNECT WINDOW WELL DRAIN TO FOOTING DRAIN. Q 9"O.C.EACH WAY(MAT REINF(fCEV SIZE •ALL METAL CONNECTORS,ANCHORS AND FASTNERS NON-CORRISIVE PROPERTIES SHALL BE CERTIFIED FOR USE WITH ACQ PRESSURE TREATED LUMBER. OX EwTING FOOTWG FY iN Fllit�4\/ O 24'x 24"x 12'D.C96CRM FOOTING C�p © Xr x 30'x 12"D,CONCRETE i:(XWMG DATE: 6/03/20 OG 36"x 36'x 15' CONCRETE FOOTING �.,... EVIS[ONS: OD 42"x 42'x 15' CONCRETE FOOTING ® 48'x 48'x 15' .CONCRETE FOOTING © 24-x W x 12.1 CONCRETE F00TTNG w 1 O 30'x W x 12"D. NCRETE 000TING OCT 2020 O 36"x W x 15"D.CONCRETE FOOMNO VILLAGEOF- RYE BROOK O 42•x(L)x 15"D.COTIGRETE FOOTING" ORIOTNALARCHITE("TS BUILDING DEPARTMENT p 48•x(1.1x15'°.CON FOC)TTNc' �WORED INK No. O Wx Wx 18'D.CONC OOTIN0• NOTE,THE LENGTH(L)OF FOOTING%1AU BE THE SVM OF THE Ao6 DISTANCE BETWEEN COLUMNS lk THE FOOTING WIDTH. FOUNDATION DO NOT SCALE PRINTS 2200 vl►&Fery/ 220039 STANDARDS � z 10"X'S' 1/2"X 9/4"STEEL TOP PLATE w x we L.w&VANUM Y'V(4)"AW MIA.DRII..I BOLT HOLES v�+er Tox AW..#Wft SOLT•4W or.f MiAX r , w awk Tn DOTAL. I CW 0 NO.4 F200A•TOP 0 0 04 VlR K.A T16vAL P99AR• Sorrom mft f TY* L Y4ELD TOP PLATE TO PIPE''COLUMN 24-o� � rcumpATWm MULL MM.4 STANDARD STEIrL PIPE!COLUMN W �' 190LATION JOINT (SCE PLANS PR O size) �OR~•�'� 24r.,o �es+►+e IN/PM FIL-Eft OR ^ J` EOVAL b"X 8"X 9/4"STEEL BeARINS PLATE IL -------- GUT re W/(4)41/I6 MIA.DRILLED BOLT HOLDS 11 FOR SL^ AS IR.WV.NEW FOOTING PATCH 6 MATCH EXISTING GONGFieTE SLAB '�'R • TOP OP EXISTING GONCRETE SLAB - � l•N No.4 1��1t d WELD BIQARING PLATE TO PIPE COLUMN a v TOP OP GONGRrTL'Mccm NG • �V�IJ 1/lldfN-AOIL L d v I I I I d NNW 9TRENSTH NON-!* INK Gel-- N ( 40 pom"P.•Cow"Lo aoRoUT LE=_vr-LINE SEM MIN worst Lmse 1e !� v (4)1/2 x MIA.EXPANSION ANCHOR BOL-M I (I (I ( r+ruru+new N 4 L —ti It— 0 i. AND lbOT,N. ��Tn�GN�uND+sn"�• � � W GUT SLAB A5 REQ'D. s.�room".�NVAA oN..,�..O..Vwm Morm No.m ms"sw I., 0 FOR NEW FOOTING ... e.POMM To w►LL sec„ow FOR AVC"710 AL DarA" lw PIPE COLUMN DETAILcd B NOTE:STEEL SHALL BE ASiM A36 AND SHOP PRIMED WITH RUST INHIBrTOR FOUNDATION SCHEMATIC � " SIDING 36 H. ALUMINUM --- B.E.ALUM.DRIP PICKET FENCE W/ GAP FLASHIN& SELF-LATCHING GATE 8 t'dJNDATION WAL,.L � 5/4 "AZEK" - n 0 GAS I N& •$ad b FIN15H GRADE— TOP OF k4r-LL roanri°' 't j (SLOPE AWAY) '.TOIL BEAMNG 9840 PSF ""I •SOIL TOP � � HEADER — _ —.. — SOIL (REFER TO PLAN) /\�/\�/\//\/� 4j >�.�.ALUM..DRl P /\\j\\j\\j\\j\\j\\j\\j\\j\\ 0 � 0 GAS FLASHINcs /\\//\\//\\//\\//\\//\\//\\//\\// /\\ a � L J //\//\//\//\//\//\//\//\//\\//\/\ \ \ 0 U "STA4GYVEL" E(SRE55 WINDOW BOIL TYPE,SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL,CLAYEY d RAYM SY "SILGO"'" - SOIL SEARINS CAPACITY.2)000 PSP a ---E&RESS WINDOW FOOTING DESIGN il 0QAt' tJAYEF �� R _ COPPE SILL PAN ^ N 2 x P.T. g �SUBFRAME(ALL SIDES) I i z * •a MIN. �:: - BOLTED TO FOUNDATION d d r ~ j FLOOR VFtAIN bd eil=ND - bd DiCND -' SASH OPENI N& DIA w�" L=+ z ' &RAVEL BAGKF I LL----- - DES ALL S I D Z 1/2 INK.OUT NOT LESS z Z ES OF WELL 9 THA 4d EXTENSION lied GLEAN&RAVEL) .c a m J LL ;� FOUNDATION REINFORCEMENT HOOKS ° , z � .• LINE EXCAVATED ---- •.. � :-• � •. EARTH WALLS WITH FILTER WRAP `' MIN. ••• •' •' T SLOP '•. BASEMENT FLOOR E •,; I, " � '.^ * 4 ••• •. .y EXTEND GRAVEL DOWN TO- FOUNDATION WALL EXISTING FDOTIN6 DRAIN(V.I.F) 8 • J NO.4 14006A1! o •• '„� T IOAi SECTION 0 EGRESS WINDOW '•='�• •� _ ___ W W WELL �. SCALE:NONE rMAX b" DATE: MIN. rr)1l1�TO rouNDAT70N THI REVISIONS:$/03/20 *NOTE:WINDOW WELL MUST BE BOLTED TO THE FOUNDATION WALL. STEP FOOTING DIAGRAM TO MANUFACTURER'S SPECIFICATION FOR INSTALLATION. 1 1/Z"BLVI='BtOf� 'S/4°THICK MORT�R xT-nNG l�:D PITCH SLAB 4"THICAC,3000 1 AWAY�Ror�1 Howe CONCR�rt SLAB Y'Vbxb WI.4}c 4WAP. e o G01r1PAG dltAVCL.!'li=D w 4!"NJ � •rlo"AR"LAhIDSG 1'ABRIG DWG No. .FOUND ION WALL DE ILS COMPACTED EjA#" A07 SCALE:NONE �,.DETAIF,•�� X'TE MUDSILL PLATES SHALL BE SECURED TO FOUNDATION WITH 5/8"DIA.x 18"L.GALVANIZED ANCHOR J-BOLT W/WASHERS @ 48"O.C.-MAXIMUM SPACING FDT ERIOI "PATIO"SLAB Ya & 220039 GENERAL NOTES u z I. BATHROOM CABINETRY AND FDM JRES INCLUDING t ACCESSORIES SHALL BE SELECTED BY OWNER.THE GENERAL `/ 0 CONTRACTOR SHALL PROVIDE AND INSTALL THE SELECTED UNLESS THE OWNER STATES OTHERWISE. 0 2. SEE WINDOW AND DOOR SCHEDULE FOR TYPES. 1.4 3. PROVIDE 16 OZ.COPPER SILL PAN FLASHING AT ALL A, EXTERIOR DOOR ROUGH OPENINGS AND AT WINDOWS W IMMEDIATELY ABOVE A ROOF(REVIEW WITH ARCHITECT). 4. PROVIDE*AIR&VAPOR"WRAP BY W.R.GRACE AT ALL WINDOW AND DOOR OPENINGS AS PER DETAII.ON WINDOW&DOOR SCHEDULE. 5. NEW INSULATION SHALL BE CLOSED CELL SPRAY FOAM. INSTALLER SHALL PROVIDE ALL DOCUMENTION AND CERTIFICATES AS REQUIRED BY THE BUILDING OFFICIAL 6. PROVIDE R 15 INSULATION AT ALL EXPOSED EXISTING EXTERIOR WALL CAVITIES. 7. PROVIDE R,21 INSULATION AT ALL NEW EXTERIOR WALLS 8. PROVIDE R-49 INSULATION®ALL ROOF RAPIERS THROUGHOUT BOTH EXISTING AND NEW. 9. INSULATE ALL NEW&EXPOSED EXISTING INTERIOR WALLS THROUGHOUT AS WELL AS ENTIRE FLOOR AT EACH LEVEL W/SOUND BATTS BY'ROXUV 10.PROVIDE NEW STRIP OAK FLOOR THROUGHOUT TO MATCH EXISTING.UNLESS NOTED OTHERWISE BY OWNER 11.NEW DRYWALL SHALL BE 1/2'GYPSUM BOARD UNLESS 0 NOTED OTHERWISE. 0 / 12 INTERIOR MOULDINGS SHALL BE SELECTED BY OWNER (V�/J SUBMIT SAMPLE FOR OWNER'S REVIEW&APPROVAL. 0 13.OWNER SHALL SELECT ALL CABINETRY. 0 ---- 14.INTERIOR DOORS SHALL BE SOLID MDF WITH SMOOTH FINISH.DOOR STYLE SHALL BE SLECTED BY OWNER I I WI NDOW FELL Iw GRAVEL IM 15.CONTRACTOR SHALL FURNISH AND INSTALL ALL HARDWARE !I I (tX7EW VOMN TO EMS71NO AS SELECTED BY THE OWNER. I( , Z x P.T.9U P`OOT1NS DIRAIN) 16.BATHROOM FLOORS SHALL BE TILED.TILE SHALL BE INSTALLED AS PER TCA SPECIFICATION.REVIEW TYPE AND PATTERN WITH OWNER. I I I LL I"D.Hr. 17.PROPERLY PREPARE ALL DRYWALL SURFACES FOR PAINT I L-GYP.BD.GLAD I •/1.Pr. (3 COATS;I PRIME&2 FINISH).STAIN AND POLYURETHANE I I STEEL 491RDM , PLAY RM �� ^ ALL OAK WOOD(FURNITURE QUALITY FINISH).REVIEW TYPES I I l AND COLORS WITH OWNER PRIOR TO START OF WORK. 0 I I I BED RM#6 a SUBMIT SAMPLES TO OWNER FOR REVIEW AND APPROVAL ..w �. R ----------- — _- - -----_ _--- ----- HVAC 3 00WIIRM � GARAGE „_ ATH#4 col..LOCATION co CONTRACTOR SHALL REVIEW EXISTING HEATING AND AIR O i •u''��'WRAY FOAM•us. CONDITIONING ONING SYSTEM THEN SUBMIT PROPOSE HVAC SYSTEM 0 I I �flfl. WITH SPECIFICATIONS FOR OWNERS REVIEW AND APPROVAL I I '"0 TYPE•x'on&•CAA. 0 V I I MECH.RM a N •P'°�AM tf"�' bP LEGEND II ,� II O xx a I I BOX COOL. WALL(VERIFY IN FIELD) WE NEW WOOD STUD WALL 2 x Q 16'O.C. �...; a3 ' S II ^' I I •' POURED CONCRETE WALL VV� � II •` z w O o, CMU WALL(CEMENT GROUT SOLID) °� a l9.41 STONE VENEER I BRICK VENEER Z 10 s L-——————————— Ln "32DOOR SIZE(NOTED IN INCHES) BASEMENT FLOOR PLAN N NEW DOOR/FRAME(EXISTING R.O. ) SCALE:1'4'-1'0 PROPOSED WINDOW TYPE' NOTE:HEADERS AT ALL INTERIOR DOOR&TRIMMED OPENINGS SHALL BE (3)2 x 10 0 2 x 6 WALLS AND(2)2 x 10 0 2 x 4 WALLS UNLESS NOTED OTHERWISE A EGRESS WINDOW•. HEADER SIZE• •LINTEL SIZE• y ® COPPER SILL PAN DATE: 8,103/20 OI NUMBER OF ShJDS(Mvt,l OR)ACID REVLSIONS: FROST FREE HOSE BIB HEAT S9N34R nH HARD WIRED W/BATTER BACKUP(U.L.LISTED) INTERCONNECTED,NFPA COMPLIANCE SMOKE ALARM e HARD WIRED W/BATTERY CKUP(U.L.LISTED) U47ERCONNECTED,NFPA 72 COMPLIANCE ® CARBON MONOXIDE ALARM HARD WIRED W/BATTERY MKUP(U.L LISTED) INTERCONNECTED,NFPA 7Z�PUANCE ORKMi&ARCHnIM u 1N RM wit _ DWG No. REFER TO WINDOW&DOOR SCHEDULE SHEET FOR SCHEDULES AND SPECIFIC]jMONS A-0 8 FLOOR PLAN L-DO NOT SCALE PRINTS 220039&Fery/ 220039 GENERAL NOTES uz L. BATHROOM CABINETRY AND FIXTURES iNCLUDIN(. f .� ACCESSORIES SHALL BE SELECi`ED BY OWNER.I-HE GENERAL u O CONTRACTOR SHALT_PROVIDE AND INSTALL THE SEL E(;TFD UNLESS THE OWNER STATES OTHERWiSF. O 1.4 2. SEE WINDOW AND DOOR SCHEDULE FOR TYPES. M 3. PROVIDE 16 OZ COPPER SILL PAN FLASHING AT ALL A, EXTERIOR DOOR ROUGH OPENINGS AND AT WINDOWS W v IMMEDIATELY ABOVE A ROOF(REVIEW WiTH ARCHITECT). 14. PROVIDE'AIR 6L VAPOR'WRAP BY W.R.GRACE AT ALL WINDOW AND DOOR OPENINGS AS PER DETAIL ON WINDOW&DOOR SCHEDULE. 5. NEW INSULATION SHALL RE CLOSED CELL SPRAY FOAM. INSTALLER SHALL PROVIDE ALL DOCUMENTION AND CERTIFICATES AS REQUIRED BY THE BUILDiNG 0111C1AI. 6. PROVIDE R-15 iNSULATION AT AIL EXTOSED EXISTING A EXTERIOR WALL CAVITIES. u 7. PROVIDE R-21 INSULATION AT ALL NEW FXTF-RIOIR WALLS R. PROVIDE R49 INSULATION 0 ALL RLk1F RAFTERS THROLIGH01.7 SOT"FXiFI-ING AND NFW. 9. INSULATE ALL NEW&EXPOSED EXISTING iNTFR1UR WALLS THROUGHOUT AS WELL AS ENTIRE FLOOR AT EACH LEVEL W/SOUND BATTS BY"ROXO?L' 10.PROVIDE NEW STRiP OAK FLUOR THROLK,HOIJT TO MATCH EXISTING.UNLESS NOTED(1THERVASE BY OWNER_ 11.NEW DRYWALL SHALL BE 1/2'OYPSUM BOARD UNt FSS 0 NOTED OTHERWISE. 161 u 12.INTERIOR MOULDINGS SHALL BE SELECTED BY OWNER SUBMIT SAMPLE FOR OWNER'S REXIEW&APPROVAL. 13.OWNER SHALL SELECT ALL CABINETRY. .0 VA� 14.INTERIOR DOORS SHALL BE SOLID MDF WiTH SMOOTH 41 FiNiSH.DOOR STYLF SF LAI L BE SLEC'TFD BY OWNFR d DECK 15.CONTRACTOR SHALL FURNISH AND INSTAL L At I HARDWARE Q� AS SELECTED BY THE OWNER. 16.BATHROOM FLOORS SHALL BE TiLED.TiLE SHALL BE INSTALLED AS PERTCA SPECIFICATION.REVIEW TYPE AND PATTERN WiTH OWNER. J 17.PROPERLY PREPARE ALL DRYWALL SURFACES FOR PAINT �C (3 COATS;1 PRIME&2 FINISH).STAIN AND POLYURETHANE &JEST RM TOILET ALL OCOL COLORS VATIt OWNER PRIOR TYPE R TO.START OF WORK. AND LINE OF SEC-ONO FLOOR CANTILEVER ABOVE SUBMIT SAMPLES TO OWNER FOUR REVIEW AND APPROVAL. •SEC-ONO � I ..r I I ———— ———————— --------------------------- 7j 0 V& 'O 1, 4" Hob h.ALUMIINJM OUAROMAIL HVAC -� 3 �O VV SELF=-LATCHING&ATE v (n CONTRACTOR SHALL REVIEW EXISTING HEATING AND AIR O 1-. i,1ES DATIi v 111III 32 �,I `r CONDITIONING SYSTEM THEN SURMil PROPOSE HVAC SYSTEM WITH SPECIFICATIONS FOR OWNER'S REVIEW AND APPROVAL. �� ; a cv GUEST RM KITCHEN I DINING RM � LEGEND �xx Z'RNRPtM MALL SFIOr�lt EXISTING WALL(VERIFY INFIELD) Z w �� PWIA I --- 96 - j NEW VI'OOD STl ID WALL 2 x @ I6 O C ►..: W'^ :5 � LINEN I POURED CONCRETE WALL26 2 U_� I W.I.C. I HALL � 0 1 LIM 6'40'+/--,t_ �'_ 8 L MU WALL 4:EMENT(IRt U'l sot ILO) � ao �� I �� v L3 CL. • OF ON ' STONF VENEER �+ s p ----- LIM OF SA".ABOVE 'z o I LIVING RM BRICK VENEER x O FOYER Z•FtVURM Wi1LL POLL MrD 2-sTOR�r I "52x HANDRAIL RM DOOR SIZE(NOTED IN INCITES) o•• �;Z; FAMILY RM REOV FOR ME" • .+• STRUCTURAL POST BOX �� N NFW DOOR.,FRAMF( 1517ING R.O) COL. 9 so 51-ELF WE �� WINDOW TYPE 1 1 I STOR. ►�lo —--- O ►210 O O O EGRE,�S WINDOW' STOOP Q OB O RO' PF HEADER SiZE' LINTEL SI E Cr EQUAL EQUAL ~✓� ��/� civ ROOF RIDE REFER TO 2ND FLR PLAN ® CUPP SILL PAN DATE: ,r OI NU ER OF STUDS(MULL OR iACKi REVISIONS: R C EH FRO. FREE HIKE SIR 11i 30/20 FIRST FLOOR PLAN .,k SL.AI E:1,,4 l'-T PROPOSED PLAN. FHEAT"ENSOR NOTE:HEADERS AT ALL INTERIOR DOOR 6t TRIMMED OPENINGS S}IALL BE D�� 2 2�2� nH HARDVV1 RED W/BATTERX BACKUP(U.L. Ci-ED) (3)2 10 0 2 x 6 WALLS AND(2)2 x 10 C 2 x 4 WALLS UNLESS NOTED OTFIERWISE n�T�' �' iNTERC\)NNFCrED,NFPA 72 COMPL1ANc SMOKE A��RM ' j-- e HARD VARW W/BATTERY BACKUP(Ul.I.J. D) iNTERCONN GTED,NFPA 72 COMPLIANCE VILLAGE OF RYE BROOK ,, O, F , R BUILDING DEPARTMENT ® CARS NM N AA M U HARD WiRED Wi B. 'RY BACKUP(U.L,Lid �Dl INTERCONNECTFD,h 72 COMPLIANCE ORIOiNALARCHiTECT'S SEAL IN RED INii DWO No. REFER TO WINDOW&1XX)R SC:I iEDULE Si I FO A09 SCHEDULES AND SPECIFICATIONS FLOOR PLAN Yablow&Fery/ DO NOT SCALE PRINTS 22003Z0039 GENERAL NOTES � z I. BATHROOM CABINETRY AND FIXTURES INCLUDING ACCESSORIES SHALL BE SELECTED BY OWNER THE OENERAL u 0 CONTRACTOR SHALL PROVIDE AND INSTALL THE SELECTED UNLESS THE OWNER STATES OTHERWISE. 0 2. SEE WINDOW AND DOOR SCHEDULE FOR TYPES. [14 3. PROVIDE 16 OZ COPPER SILL PAN FLASHING AT ALL /�, EXTERIOR DOOR ROUGH OPENINGS AND AT WINDOWS W 4) IMMEDIATELY ABOVE A ROOF(REVIEW WITH ARCHTTECT). ►>1 4. PROVIDE'AIR&VAPOR'WRAP BY W.R.GRACE AT ALL WINDOW AND DOOR OPENINGS AS PER DETAIL ON WINDOW&DOOR SCHEDULE. 5. NEW INSULATION SHALL BE CLOSED CELL SPRAY FOAM. INSTALLER SHALL PROVIDE ALL DOCUMENTION AND CERTIFICATES AS REQUIRED BY THE BUILDING OFFICIAL 6. PROVIDE R 15 INSULATION AT ALL EXPOSED EXISTING EXTERIOR WALL CAVITIES. 7. PROVIDE Rr21 INSULATION AT ALL NEW EXTERIOR WALLS 8. PROVIDE R49 INSULATION 0 ALL ROOF RAFTERS THROUGHOUT BOTH EXISTING AND NEW. 9. INSULATE ALL NEW&EXPOSED EXISTING INTERIOR WALLS THROUGHOUT AS WELL AS ENTIRE FLOOR AT EACH LEVEL W/SOUND BATTS BY'ROXUV 10.PROVIDE NEW STRIP OAK FLOOR THROUGHOUT TO MATCH �3.OW M, D 1� EXISTING,UNLESS NOTED OTHERWISE BY OWNER I 11.NEW DRYWALL SHALL BE 1/2'GYPSUM BOARD UNLESS 0 NOTED OTHERWISE. 0 A, I I 12.INTERIOR MOULDINGS SHALL BE SELECTED BY OWNER SUBMIT SAMPLE FOR OWNER'S REVIEW&APPROVAL I I 13.OWNER SHALL SELECT ALL CABINETRY. 0 �D I ROOF H ® 14.INTERIOR DOORS SHALL BE SOLID MDF WITH SMOOTH l � FINISH.DOOR STYLE SHALL BE SLECTED BY OWNER 1.4 15.CONTRACTOR SHALL FURNISH AND INSTALL ALL HARDWARE G) H204 _ __ 14211 OW PLAN) 4 AS SELECTED BY THE OWNER 4' Z3' ' ' 4't -1'-10'--fi 4' 16.BATHROOMD FLOORS TRS HASPELIFlCATION.TILEESHALL BAND I I PATTERN WITH OWNER W.I.C. 17.PROPERLY PREPARE ALL DRYWALL SURFACES FOR PAINT (3 COATS;1 PRIME&2 FINISH).STAIN AND POLYURETHANE �+ I I ALL OAK WOOD(FURNITURE QUALITY FINISH).REVIEW TYPES BED RM#4 D I I M.BED RM AND COLORS WITH OWNER PRIOR TO START OF WORK 0 SUBMIT SAMPLES TO OWNER FOR REVIEW AND APPROVAL .� - FLOOR DRAIN PAN II.. iim `p 1"V TRAP PRIMER ER 1a Q y B • Ie 21 o 'V-4 II~ III �.Zx4AALW HVAC 3 >.- STASSOMP STUDS O \ N •Noym SCUND ISATTS52 + V' It 92 w D Y CONTRACTOR SHALL REVIEW EXISTING HEATING AND AIR 0 0 4 0 CONDITIONING SYSTEM THEN SUBMIT PROPOSE HVAC SYSTEM 11 • r- V�I ORY!!t HALL 0,CA*M LY WITH SPECIFICATIONS FOR OWNERS REVIEW AND APPROVAL 0 TO EXT. a VN 52 o I ATM STAM I RAILL Ng dP L----J LEGEND ON 24 w0 BED RM#3 LINEN BED RM#2 �r Ab�� a 4' '- - EXISTING WALL(VERIFY IN FIELD) 4. NEW WOOD STUD WALL 2 x®16'O.C. ,...; rsT I vy LQ OPEN TO I CL. "•' POURED CONCRETE WALL w z� �j Zb C sm.0H 1 z w O I .3$ H210 � I �� CMU WALL(CEMENT GROUT SOLID) aG a Usf 14210 �y 1.41 STONE VENEER ri I ( BRICK VENEER B I ROOF r x ti I I m "52DOOR SIZE(NOTED IN INCHES) ~ a: wND*eR.ow M4eFl..ow N EQ1JN- 41-6' N NEW DOOR/FRAM 6(EXISTING R.O.) WINDOW TYPE• 4aI'-4•N- A EGRESS WINDOW• • SECOND FLOOR PLAN ++4 HEADER SIZE SCALE:1/4"-I-T PROPOSED LINTEL S NOTE:HEADERS AT ALL INTERIOR DOOR&TRIMMED OPENINGS SHALL BE 1rI (3)2 x 10 @ 2 x 6 WALLS AND(2)2 x 10 @ 2 x 4 WALLS UNLESS NOTED OTHERWISE ® COPPER SILL P DATE: 8/03/20 OI N MBER OF STU (MULL O )CK) REVISIONS: TOST FREE HOSE BIB EAT SENSOR H HARD WIRED W/BATTERY BAmtUP(U.L U_4Tm) INTERCONNECTED,NFPA 72 COMPLIANCE SSMWOKE AIARM e WnRCOI NDECTED.NFPA 72 W/BATTIPLY AC PLIANCE D) N MONOXIDE CT !CARBO HAAD WIRED W/BATrElkY ,- ® D,TI�RCONNECTED.NFPA 7BAC UP(lJ.L T>) wig[ECT'S oa j nnc DWG No. •REFER TO WINDOW&DOOR SCHEDULO SHEET FOR A10- SCHEDULES AND SP1tCTF1CAMONS r FLOOR PLAN DO NOT SCA RINTS Yablow&Fery/ 1220039 GENERAL NOTES 1.MUD SILLS PLATES AND ALL OTHER LUMBER IN CONTACT WITH CONCRETE H SHALL BE PRESERVATIVE.TREATED AGAINST DECAY IN ACCORDANCE WITH AWPA U 1,0017 OF THE 2020 RCNYS) 2.ALL STEEL.INCLUDTNG BEARING PLATES SHALL BE SHOP PRIMED AND RECEIVE A SECOND COAT IN THE FIELD UPON COMPLETION. 0 3.TOP FLANGE OF STEEL GIRDERS TO BE FLUSH WITH TOP OF FOUNDATION 0 WALL COLUMNS TO BE STANDARD STEEL PIPE. �4 4.STEEL SHALL HAVE PREDRILLED HOLES FOR 1/2-IN.DIA.BOLTS 0 TOP FLANGE FOR 2 ROWS Q 24-IN.O.C. 5.PROVIDE SOLID BRIDGING 0 MIDPOINT OF FLOOR SPANS GREATER THAN 8 fL v 6.SUBFLOOR SHALL BE GLUED AND NAILED TO FLOOR JOIST W/&W ECH PL400. �►>1 7.PROVIDE GALVANIZED METAL JOIST HANGERS AT ALL FLUSH CONNECTIONS. 8.ALL SOLID AND BUILT-UP WOOD POSTS SHALL BE CONTD IUOUS(W/SOLID BLOCKING AS REQUIRED)TO FOUNDATION WALLS,PIERS,OR STEEL GIRDERS. 9.ALL EXTERIOR METAL ANCHORS,FASTENERS,BOLTS,ETC_.-SHALL BE HOT DRIPPED GALVANIZED(HDO)STEEL. 10.PROVIDE 2 x FIRESTOPPING AT DROP CEILINGS AND AT ALL AREAS REQUIRED BY CODE.REVIEW WITH LOCAL BUILDING OFFICIALS. A 11.PROVIDE HURRICANE ANCHORS AT ALL RAFTERS,SIMPSON•H1SA. W 12.STEP ROOF SHEATHING BACK FROM RIDGE AS REQUIRED FOR RIDGE VENTS 13.FLOOR 1401ST,LVL,PSL&LSL SHALL BE MANUFACTURED BY TRUS JOIST WEYERHAEUSER OR APPROVED EQUAL G.C.SHALL BE RESPONSIBLE TO SUBMIT SPECIFICATIONS FOR SUBSTTTCTTED MANUFACTURER TO ARCHITECT FOR REVIEW PRIOR TO MATERIAL ORDER. WALL BRACING WALL BRACING SHALL BE IN ACCORDANCE WITH METHOD CS-WSP(TABLE 602.10.4)AND TABLE 602.10.3 IN COMPLIANCE OF THE 2020 RCNYS. 0 SHEATHING SUBFLOOR: 3/4'ADVANTECH 0 . WALL: 1/2" EXTERIOR GRADE PLYWOOD I I I ROOF(ASPHAI.T)t 5/8' EXTERIOR GRADE PLYWOOD (U 1 I I r"1 I I I ROOF(OTHER): 3/4" EXTERIOR GRADE PLYWOOD II �--- ----------- ------ ---- LEGEND II , II , VOLOLC LVL JOIST I MAI'�I O Hlll EIt J- J"T SIZE Al'1/6'TJV J-e I r� 0- - - I �y "%DOM JUST) (�JONJT�~amm I I I II , 2 AI MTW fl11 aTION or.Jorrr I Gowil41 STm- floor R PTM 06'041 0 I I I GOT..LOCATION Mew LYL�'�_ I� _ _�_ _ �L^ � A-560 SERIES B-360 SERIES C-230 SERIES root rt.1�IeI1+d I I __ _�eTlr�————_ ______ _____ TJI I•JOIST BY"WEYERHAUSER"OR APPROVED EQUAL I I LV.L. LAMINATED VENEER LUMBER 1.9 E(Fb-2,600 PSI) 0 -- Dounz LVL Jmw _ I( ————— P.S.L PARALLEL STRAND LUMBER 2.0 E(Fb-7-900 PSI) 0 0 0 -—-—- I I D.F. DIMENSIONAL FRAMING LUMBER NO.2 D.F.(Fb-950 PSD 00 U I I P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PSI) QI N II 4 JOIST AND RAFTER SPACING IS 16"ON.CENTER DaLLE LYL JOIST i UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT l �—- - - - - O 1'J3 II 1'J-b 2 x 6 D.F. w 1 1/4w LVLf� a m� I I Lu m �'� 2 x 8 D.F. 2 2en I I I 9 1/2 TJI :2 a 9 1/4"or 9 1/2"LVL z• '�. � . , I f O rJ-10 2 x 10 D.F. Z °`" e O rJ-I I 11 7/8"TJI L_------------------------J w rJ-II W k 11 1/4"or II 7/8"LV1L' FIRST FLOOR FRAMING LAYOUT rJ-12 2 x 12 D.F. SCALE:IA*-1'4' BASEMENT FLOOR rJ-14 14"TJI • ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE(CONNECTED WITH METAL HANGERS) IMJ-I6 16"TjI UNLESS OTHERWISE NOTED OR DESIGNATED AS A HEADER WHICH THEN THE MEMBER IS SET BELOW THE PLANE. 'TRIM AS,REQUIRED TO MATCH DE F EXISTING JOIST. • PROVIDE SOLID BRIDGING 0 JOIST MIDSPAN GREATER THAN 8'-0". 2x6 D.F . G.C.SHALL LAYOUT PLUMBING FDCiURES PRIOR C-bo 2 x 8 D.F. TO FLOOR FRAMING TO MINIMIZE NEED FOR O � 9 1/2"LVL �l JOIST HEADERS AT PLUMBING WASTE LINES. 2 x 10 D.F. 11 7/8"LVL ►-r 2 x 1 U C I T— ..1~3 2 x 6 D.F.SL PED (yr R-6 2 x 6 D.F. A R-rS -- 8,/03/20 2 x 8 D.F. SONS: 9 I/2"LVL MAO 2 x l0 D.F. w _ O 11 7/8"LVL IR-12 2 x 12 D.F. `1(1?JI�J ROOF P H � OVERLAY R I R BEARING WALL fr T BUILT Lei'2 x POST S �IVN TO FOU"DATION WALL OR R ARC*ffrE s (MINIMUMPOST WIDTH S 'tHE Ir1RMNK BEAM WLDTk PLUS 2 STUDS) DWG No. T— BUILT-UP POST ABOVE ON BEAM O-0 CEILING HEIGHT(ROUGH FRAM t3) All Y FIAOR FRAMING DO NOT SCALE PRIN YablowTS 220039&Fery/ 220039 GENERAL NOTES 1.MUD SILLS PLATES AND ALL OTHER LUMBER IN CONTACT WITH CONCRETE F SHALL BE PRESERVATIVE-TREATED AGAINST DECRY IN ACCORDANCE WITH AWPA U 1,(R317 OF THE 2020 RCNYS) uu„ 2.ALL STEEL.INCLUDING BEARING PLATES SHALL BE SHOP PRIMED AND U �+ RECEIVE A SECOND COAT IN THE FIELD UPON COMPLETION. 0 3.TOP FLANGE OF STEEL GIRDERS TO BE FLUSH WITH TOP OF FOUNDATION 0 WALL COLUMNS TO BE STANDARD STEEL PIPE. 4.STEEL SHALL HAVE PREDRILLED HOLES FOR 1/24W.DIA.BOLTS 0 TOP FLANGE FOR 2 ROWS 0 24•IN.O.C. _ 5.PROVIDE SOLID BRIDGING 0 MID-POINT OF FLOOR SPANS GREATER THAN 8 ft. 6.SUBFI.00R SHALL BE GLUED AND NAKED TO FLOOR JOIST W/OONTECH PU00. >,` 7.PROVIDE GALVANIZED METAL JOIST HANGERS AT ALL FLUSH CONNECTIONS. n^/ // \ 8 ALL SOLID AND BUILT-UP WOOD POSTS SHALL BE CONTINUOUS(Wi SOLID / \ BLOCKING AS REQUIRED)TO FOUNDATION WALLS.PIERS,OR STEEL GIRDERS. / 9.ALL E(TER10R METAL ANCHORS.FASTENERS,BOLTS,ETC.-SHALL BE HOT DRIPPED GALVANrIED(liDG)STEEL. 10.PROVIDE 2:FIRESTOPPING AT DROP CEIMGS AND AT ALL AREAS REQUIRED / q V2'TJI FLOOR JOIST BY CODE.REVIEW WITH LOCAL BUILDING OFFICIALS. A 11.PROVIDE HURRICANE ANCHORS AT ALL RAFTERS,WPSON•H2_5A. W I 12.STEP ROOF SHEATHING BACK FROM RIDGE AS REQUIRED FOR RIDGE VENTS ----------------- 13.FLOOR 1401SI',LVL,PSL&LSL SHALL BE MANUFACTURED BY T RUS JOIST r i - S NO E PLATE I WEYERHAEUSER OR APPROVED EQUAL G.C.SHALL BE RESPONSIBLE TO I dgSTINd PROVIDE(2)1 V4■L�� SUBMIT SPECIFICATIONS FOR SUBSTTnnW MANUFACTURER TO I I GEILMS JOIST FE:AD� M �T)r ARCHITECT FOR REVIEW PRIOR TO MATERIAL ORDER. I I /— ------� 1 I --------- -------- I i I �\JOISTWALL BRACING i i �STUD I I r------ ------� I 2 x 4 STUD I i / WALL BRACING SHALL BE IN ACCORDANCE WITH METHOD \ CSWSP(TABLE 602.10.4)AND TABLE 602.10.3 IN COMPLIANCE 'J'/4 i i I KALL I // OF THE 2020 RCNYS. 0 I9/4'PLYWOOD SHEATHING • I I i+ - SUBFLOOR: 3/4'ADVANTECH 0 q I/2 TJ q 1/2 TJl i ,� ---� _ FLOOR JOIST FL �FLOOR JOIST I I i I ,�q V2"LNL RIM . Ib' ♦-•+ J i I q V2"TJ FL.00RIJOIST I I // JOIST N WALL: 1/2 EXTERIOR GRADE PLYWOOD N O.c. JOIST HAN6Bt I / INVERTED x \ ROOF(ASPHALT): 5/8' EXTERIOR GRADE PLYWOOD v •EA.JOIST I I / JOIST K4NOM n i b GARRIA6E eOLTffi ZKtSnN&GJLINS JOIST i i I •EAGH JOIST \` ROOF(OTHER): 3/4" EXTERIOR GRADE PLYWOOD I •EA.BEARMS END I I TINE ILM6 JOIST I I I I ! q V2'TJl FLOOR JOIST I (4)q 1/2•LVL IE AZeR JV/1/2"x q I I I / (2)2 X 4 LEGEND I STffi.PLATE I I IZ I i � PLATE! 1 I (PRIMED YV RUST INHIBITION I I I (2)2 4 2 x b BAY I I I FRAMING Mkt FI .., JOIST SIB(II'1/a'TJI)NV(2)ROWS 1/2"VIA.GAMAwSe I I PLATE BLrOCKIN& I 01..00R JOIST) JOIST SERIES fto 9ERIE5) LfW OF GARTILNlR L———_ —————— I30LTS•Ib•orG. — ExIST1NS x b BA1' J-1 0 ---------- ----------------, I I %MILINS JOIST BLPGICING �(1�12) 41 I 4 V2•LVL RIM JOIST 1 -- L - I , / po 7r= _ = 0 DIRECTION OP JOIST T V4■wL �T -_--_--_ - _-�- I �\ _�-0• � (�oo�RAI`'relt) Ab•o�cJ *tj c I I 1 �� (';�1 I/4' I \ GAIr'T1Lev!•R / A-560 SERIES B-360 SERIES C-230 SERIES I I O 1 I `� STUDL Ole T)I I-JOIST BY-WEYERHAUSER"OR APPROVED EQUAL I I I I 1 ++' LV.L. LAMINATED VENEER LUMBER 1.9 E(Fb-2,600 PSI) 0 0 P.S.L PARALLEL STRAND LUMBER 2.0 E(Fb-2,900 PSI) 0 I I D.F. DIMENSIONAL FRAMING LUMBER NO.2 D.F.(Fb-950 PSI) 0 U P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PSI) a N I I • " I I JOIST AND RAFTER SPACINO IS UNLESS OTHERWISE NOTED ON6 ON THE FRAMING LAYOUT CENTER 4 x 4 I/4 ST!!I.'R�" 1 � I H Z I aw vvee T�1. I ( 5 1/2"LVL a I , I I I �FLITCH I I I 2 x 6 D.F. 00 a I I I'J-'f ~ m M 5 I( �. - �. rLAT>= W 11?/b'LVL -� 7 1/4"LVL P4 p� d I J'J-0 W - - - I (%4 2 x 8 D.F. �ww' x n I II �--- --------1 '-' J*J-q 91/2"TJI Z � q •LVL I I ------ I O I<Jq w w 4(qA2)+ 9 1/4 or 9 1/2 LVL2 Is.J-lo 2 x to D.F.00 _1 RO Iul% / X ` Q PJ-11 11 7/8"TTI ~ X ti n 'r �\ w J"J-II(l.J 11 1/4"or 11 7/8"LVLx f'1 \ IIJ-12 WALL 2 x 12 D.F. PJ-14 14"T)I W x 5"1/4'STI!JS. 1 W x 51 1/40 S 1 T TUM W W x 84 ST1� 1 I"(SM O11 - -�_ � J'■J-Ib �)la•LVL r----------- t ----------1 - -' ------ --------- --- - ------ -= ----=--== = ■11/2'TJIJOIST 1 TRIM MATCH FEXI 1ST. / I I q 1/2'TJl JOIST ' M AS REQUIRED TO MAT( STwo JO 12 x b WALL PATE x I BOLTED TO TOP FLA Nse 2 x 6 D.F. 2 x 4 HANGERI I I f I •EA.JOIST I I I EXISTING JOIST HANOM 2 x 8 D.F. I SOLID 2 x BLOC,<N6► ----------- --- I --J fj CoE LING JOIST •EACH JOIST / O I BOLTED TO Vim I -1 I 2 x 4 DIAdo1�1�L - -- - / .--, G`}', 9 1/2"LVL I q I 'TJI --- BRAC.L•TO IWTL'RS - 2 x 4 HANGER 1 PLbOR JOIST I ' ++ �` IDO1ST1A S Lam" C7 - 2 x 10 D.F. I •P.A.J019T 13T HIJrBI:R I BUILPA P W"TOP PLATE S1lL'L Bl.AF�1 LVL DCAht //� \;\ N•IFE'/1DER z � 1 I_ - • Tb r1Er1 u�LM!JOIST \ / .-� I CEILING JOIST I I IEXIST'IN6IGEI�.ING JDISTI / L2x4STW\�`N` '�/ W � 2 x 12 D.F. A 14 SECOND FLOOR FRAMING LAYOUT i `"A" ` �� +�� "� 2 x 6 D.F.SLO)iED I x 94 9TT'_!1.SLAM I �6 2 x 6 D.F. ��: END OF EXISTING GEILING SCALE:V4'-1'-0' FIRST FLOOR PLAN q V2'TJI JOIST - C- 8/ /20 L----------------------J Z x 4 HA�N6l=R I R-�6 2 x 8 D.F. • ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE(CONNECTED WITH METAL HANGERS) I•EA JOIST SIONS: UNLESS OTHERWISE NOTED OR DESIGNATED AS A HEADER WHICH THEN THE MEMBER IS SET BELOW THE PLANE. I I R", 9 1/2"LVL • PROVIDE SOLID BRIDGING Q JOIST MID-SPAN GREATER THAN 8'V. 1 G�EISIJ tN JOISTI 1 / w -1G 2 x 10 D.F. JOIST HANSM / 0 11 7/8-LVL G.C.SHALL LAYOUT PLUMBING FIXTURES PRIOR •EACH JOIST / •BLOT TOOeTHER WR'2J O R-iZ TO FLOOR FRAMING TO MINIMIZE NEED FOR \ / ROWS 1/2'VIA GAMASe 4 1 2 x 12 D.F. JOIST HEADERS AT PLUMBING WASTE LINES. \ 0)go-LH.• / BOLTS•Ib'OZ. // ROOF PITCHZ' 0VMUA ROOF i INTERIOR BEARING WALL-,.;� ,�••-.-"-.- T BUILT-UP 2 x POST CONr'fII 00 DOWN TO FOUNDATION WALL OR GIRDER ARCHMECT'S (MINIMUM PAST WIDTH SHALT,BI3 THE IN RED INK BEAM WIDTH N-US 2 STUDS) DWG No. J BUILT-UP POST ABUk ON B M Al2 O"d CEILING HEIGHT(ROUGH FRAMING) Y FLOOR FRAMING DO NOT SCALE PRINTS Yablow&Fery/ 220039 GENERAL NOTES rl* 1.MUD SILLS PLATES AND ALL OTHER LUMBER IN CONTACT WITH CONCRETE n, Z SHALL BE PRESERVATIVE-TREATED AGAINST DECAY IN ACCORDANCE 1j/ WITH AWPA U 1,(R317 OF THE 2020 RCNYS) 2.ALL STEEL.INCLUDING BEARING PLATES SHALL BE SHOP PRIMED AND RECEIVE A SECOND COAT IN THE FIELD UPON COMPLETION. Q 3.TOP FLANGE OF STEEL GIRDERS TO BE FLUSH WITH TOP OF FOUNDATION O WALL COLUMNS TO BE STANDARD STEEL PIPE. 1-d 4.STEEL SHALL HAVE PRE-DRILLED HOLES FOR 1/2-IN.DIA.BOLTS 0 TOP FLANGE FOR 2 ROWS 0 244N.O.C. S.PROVIDE SOLID BRIDGING A MIDPOINT OF FLOOR SPANS GREATER THAN 8 k v 6.SUBFLOOR SHALL BE GLUED AND NAMED TO R.00R JOIST W/CONTECH PL400. �►>1 7.PROVIDE GALVANIZED METAL JOIST HANGERS AT ALL FLUSH CONNECTIONS. }6 b I 8.ALL SOLID AND BUILT-UP WOOD POSTS SHALL BE CONTINUOUS(W/SOLID BLOCKING AS REQUIRED)TO FOUNDATION WALLS,PIERS,OR STEEL GIRDERS. 4 9.ALL EXTERIOR METAL ANCHORS,FASTENERS,BOLTS.ETC—SHALL BE HOT ►MW.*M TIE•rAZH WAFM I DRIPPED GALVANIZED(HDO)STEEL SIM P&M*H23A I 10.PROVIDE 2 x FIRESTOPPING AT DROP CEILINGS AND ATALL AREAS REQUIRED VJ I BY CODE.REVIEW WITH LOCAL BUILDING OFFICIALS. ------------ I 11.PROVIDE HURRICANE ANCHORS AT ALL RAFTERS,SIMPSON s H2SA. r 12.STEP ROOF SHEATHING BACK FROM RIDGE AS REQUIRED FOR RIDGE VENTS——————————— Z x D GL'ILIN6 i 3.FLOOR yOb?,LVL,PSL 6c LSL SHALL BE MANUFACTURED BY TRUS JOIST WEYERHAEUSER OR APPROVED EQUAL O.C.SHALL BE RESPONSIBLE TO Z x& I SUIIMIT SPECIFICATIONS FOR SUBSTITUTED MANUFACTURER TO S1JD A601A I ARCHITECT FOR REVIEW PRIOR TO MATERIAL ORDER 4 WALL BRACING WALL BRACING SHALL BE IN ACCORDANCE WITH METHOD n I CS THE 202(TABLE 602.0.4)AND TABLE 602.10.3 IN COMPLIANCE O IL——————————— --------- SHEATHING V/ SUBFLOOR: 3/4"ADVANTECH 0 WALL- 1/2" EXTERIOR GRADE PLYWOOD ROOF(ASPHALT): 5/8" EXTERIOR GRADE PLYWOOD v i•� -t-------fi ROOF(OTHER): 3/4" EXTERIOR GRADE PLYWOOD I LEGEND PPtA~MID-R JOIST SIM 01 IAV TJI) ftom JOIST) JOIST Septim fbo SSE ttm) O a 1 a Id •vd (I ?J .;a n I I RtAOTM �DIRi'3GTION or JOIST0 (Moorn "� I �' I I e-1 1/4" A-560 SERIES I B-360 SERIES C-230 SERIES -- TJI I.JOIST BY"WEYERHAUSER"OR APPROVED EQUAL 1 LV.L LAMINATED VENEER LUMBER 1.9 E(Fb-2,600 PST) (2)1I/D LVL HUSH HDR2.0 O O 1' ' 100 _ _ P.S.L PARALLEL STRAND LUMBER 2.0E(Fb-2.900 PSI) D.F. DIMENSIONAL FRAMING LUMBER NO.2 D.F.(Fb-950 PSI) 0 U 1 I I I ATT1G',STAIR� RD. P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PST) _ a N 3 ———— JOIST AND RAFTER SPACING IS 16.ON-CENTER 02 El UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT 5 1/2"LVL c s 2x6DF LL; rJ--r 7 1/4"LVL p( N B v, cu 2 x 8 D.F. V�V I ►�-� rJ-al 2 w O o+ � I 1 I O 9 1/2"T)I M a U 9 1/4"or 9 1/2"LVL' ci 9 z i I O rJ-10 2 x 1 O D.F. z e I Q I r---------------------------------- �I�1 117/8"TIT 11 1/4"or 11 7/8"LVL L-------------------------------� p I rJ-I� 2 x 12 D.F. rJ-14 14"111 PJ-I6 16" TRIM AS REQUIRED TO MA DEPTH OF EXISTING JOIST. CEILING FRAMING LAYOUT 2 x 6 F. SCALE:1 4"-1'0" SECOND FLOOR PLAN .�"� c'j-& 2 x 8 DI . • ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE(CONNECTED WITH METAL HANGERS) O �, 91/2"IK UNLESS OTHERWISE NOTED OR DESIGNATED AS A HEADER WHICH THEN THE MEMBER IS SET BELOW THE PLANE. V - 2 x 10 F. • PROVIDE SOLID BRIDGING C JOIST MID-SPAN GREATER THAN 81-0". C-.. I \ 11 7 8" 0-4 w �, \ x U GJ3 2 x D.F.K ED Q�p AC R-b 2 x D.F. DATE: R-� 8/03/20 2 x D.F. R� REVISIONS: 9 1 "LVL LJr - 2 x 1 D.F. 0 M_ 12 4 12 x 12 D.F. ROOF Pl'I�H ('� Y ROOF � crate' INTERIOR BEARING WA14. 4 T BUILT-GIP 2 x POST OOrrT[N110U3 }� TO FOUNDATION WALL Olk 01RDER A&CHnSCTS (MINIMUM POST WIDTH SHALL BE THt IN RFD na BEAM WID?H PLUS 2 STUDS) DWG No. BUILT-UP POST ABOVE ON BEAM 2 CEILING HEIGHT(ROUG"FRAMING) A13 CEILING FRAMING DO NOT SCALE PRINTS Yab'ow&Fery/ 220039 GENERAL NOTES I.MUD SILLS PLATES AND ALL OTHER LUMBER IN CONTACT WITH CONCRETE H SHALL BE PRESERVATIVE-TREATED AGAINST DECAY IN ACCORDANCE WITH AWPA U1.0017 OF THE 2020 RCNYS) U4% 2.ALL STEEL,INCLUDING BEARING PLATES SHALL BE SHOP PRIMED AND �+ RECEIVE A SECOND COAT IN THE FIELD UPON COMPLETION. 0 3 TOP FLANGE OF STEEL GIRDERS TO BE FLUSH WITH TOP OF FOUNDATION 0 WALL COLUMNS TO BE STANDARD STEEL PIPE. 14 r——————————————————————————————————————— 4.STEEL SHALL HAVE PREDRILLED HOLES FOR I/tIId.D1A BOLTS•TOP RANGE 2 x 10 RIDW I FOR 2 ROWS®244N.O.C. A, AJP�R7 I 5.PROVIDE SOLID BRIDGING•MIDPOINT OF FLOOR SPANS GREATER THAN 8 fL W 6.SUBFLOOR SHALL BE GLUED AND NAILED TO FLOOR JOIST W/CONTECH P1,400. �►>1 2 x 6 RAPMt-TIE I .PROVIDE GALVANIZED METAL JOIST HANDERS AT ALL FLUSH CONNECTIONS. •92"oz. I 8.ALL SOLID AND BUILT-UP WOOD POSTS SHALL BE CONTIMIOUS(W/SOUD BLOCKING AS REQUIRED)TO FOUNDATION WALLS,PIERS,OR STEEL GIRDERS. I 12 —— —_ 12 i 9.ALL EXTERIOR METAL ANCHORS,FASTENERS.BOLTS,ETC SHALL BE HOT DRIPPED GALVANIZED(HDG)STEEL 14 _ I4 10.PROVIDE 2 x FIRESIOPPING AT DROP CEILINGS AND AT ALL AREAS REQUIRED VJ IWL FA 2 x 6 TO + + I BY CODE.REVIEW WITH LOCAL BUILDING OFFICIALS. I I I x O R rM i1 Q I 11.PROVIDE HURRICANE ANCHORS AT ALL RAFTERS.SIMPSON•HL5A. 12.STEP ROOF SH EATHING BACK FROM RIDGE AS REQUIRED FOR RIDGE VENTS 3.FLOOR 1401SI.LVL,PSL&LSL SHALL BE MANUFACTURED BY TRUS JOIST 12 WEYERHAEUSER OR/ / } 12 I SUBMIT SPECIFICATIONS FOR APPROVED IISiTTUTED MANUFACTURER TO EQUAL G.C_SHALL BE LE TO 6 i ARCHITECT FOR REVIEW PRIOR TO MATERIAL ORDER WALL BRACING WALL BRACING SHALL BE IN ACCORDANCE WITH METHOD CS-WSP(TABLE 602.10.4)AND TABLE 602.10.3 IN COMPLIANCE i 2 x 6 RnrT2lit-rn•92"OG. I OF THE 2020 RCNYB. 0 I I SHEATHING IL---------------------------------------J 0 SUBFLOOR: 3/4"ADVANTECH 0 I •.r WALL: 1/2" EXTERIOR GRADE PLYWOOD 1 cd ROOF(ASPHALT)- 5/8• EXTERIOR GRADE PLYWOOD i2 7 t---- - t ROOF(OTHER): 3/4" EXTERIOR GRADE PLYWOOD I II LEGEND !'R/1M11�16 MlMeER JOIST INME Of 9/S"T.0 0xL+00R JOIST) —� J"T SOWS~SERtPxJJ I I I (1 2) . P=44 O1RECiT10N Or JOIST0 i I I I (Moor RAr7m (16"04) � I I Lm OF°ymy"Y inI 'I I A-560 SERIES B-360 SERIES I C-230 SERIES ---- ---- _�_II--------- -- I ' I/2 LV1_RIDGE _-- ----- -_- Tji I-JOIST BY"WEYERHAUSER"OR APPROVED EQUAL "_ _ _ _ _ t 1/Y L.VL RIDGE(LO!"Bi) _ LV.L. LAMINATED VENEER LUMBER 1.9 E(Fb-2,600 PSI) 2 x 10 21I P.S.L. PARALLEL STRAND LUMBER 2.0 E(Fb-2,900 PSI) 0+ 0 ' UI -------- --- ------ - - -L.R!Or OVER1wAY ROOF --T----- ----- ---------s ( D.F. DIMENSIONAL FRAMING LUMBER NO.2 D.F.(Fb-950 PSI) I P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PSI) a N I JOIST AND RAFTER SPACING IS 16"ON-CENTER I a UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT j 5 1/2"LVL I oc of$ isJ-b 2 x 6 D.F. a 7 1/4"LVL — B C9 U3 i 2 x 8 D.F. ►-� awry _'"'^ �� LULU 8 II O rJ� 9 1/2"TjI OG IO 1eJ-q 9 1/4"or 9 1/2"LVL L z� • ° I fJ-10 2 x 10 D.F. r— S II __-- __J �' P`~I�� I 1 1/4"or 11 7/8"LVIL $ ------------- rJ-12 2 x 12 D.F. ROOF F RAM IN G LAYOUT FJ-14 14"T 1 SCALE:1/4"-V-0" SECOND FLOOR PLAN IWJ-16 16"TJI • PSL BEAMS(WHERE SHOWN ON PLAN)SHALL NOT BE SUBSTITUTED WITH A BUILT-UP LVL BEAM. TRIM AS REQUIRED TO MATCH DE OF EXISTING JOIST. • ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE(CONNECTED WITH 2 x 6 D.F. METAL HANGERS)UNLESS OTHERWISE NOTED OR DESIGNATED AS A HEADER WHICH THEN cftj-b NLI2 x 8 D.F.THE MEMBER IS SET BELOW THE PLANE. • SOLID BRIDGING®MIDSPAN .— ---A 9 1/2"LVL 2 x 10 D.F. � 11 7/8w LVf kj UPLIFT CONNECTION CAPACITY TABLE R802.11 2 x 12 D.F REQUIRED 526 LBS U 2 x 6 D.F.SL6*'V%F4 PROVIDED 600 LBS C>~ R'6 f x 2 x 6 D.F. D : SIMPSON#H 2.5A HURRICANE TIE R.,d 8/03/20 2x8D.F. R"q 9 1/2"L - VISIONS: W10 2x10D.F. w __Tf O117/8-LVL - 0 R-12 2 x 12 D.F. ROOF PTT'H � OVERLAY AOOF ONEWN INTERIOR BEARING WALL T BUILT VP 2 x POST CONTINUO Powil TO FOUNDATION WALL OR G DERMAL (MINIMLW POST WIDTHS BE TME IN RM NK BEAM WIDTH PLUS;STUDS) DWG No. t— BUILT-UP PONT ABOVE ON B �--� A14 CEILING HEIGHT'(ROUGH MO) ROOF FRAMING DO NOT SCALE PRINTS 220039&Fery/ NOTESU GENERAL z 1. PROVIDE'ICESHIELD"WATERPROOF MEMBRANE BY"DI'PONT' U .I AT ALL EAVES,VALLEYS AND CRICKETS.C t)\,T-R ENTIRE 0 LOW-PITCH PORCH ROOFS(4/12&LESS)WITH THE WATERPROOF 0 MEMBRANE. p 2. ROOFING SHALL BE ACHITEC"TURAL ASPIIALT StIINGI FS SUBMIT SAMPLES FOR OWNER'S APPROVAL. v 3. GUTTERS&LEADERS SHALL BE BAKED ENAMEL ALUMINUM. >1, ROOF MIDPOINT CUTTER SHALL BE 6'w.K-STYLE. 4. ALL FLASHING(CONCEALED AND EXPOSED)SHALL BE 16 oz.COPPER. S. PROVIDE 16 OZ.COPPER SILL PAN FLASHING.AS PER DETAIL, rI AT ALL EXTERIOR DOOR OPENINGS. j 6. PROVIDE COPPER DRIP EDGE AT ALL EAVES. E-1 7. SIDING SHALL BE HARDIEPLANK. RET•10'VE 8. TRIM SUCH AS FLAT STOCK AND MOUi DING SHALL_BE + I 1 51DIN6 t TRIM 'AZEK'OR EQUAL ,p U_ - 9. RIDGE` SHALL BE SHINGLE VENT BY AIRVENT,INC. OR Q 10.PROVIDE'AIR&VAPOR BARRIER"WRAP BY'GRACE"AT ALL -E X WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL. 11.EXTERIOR WALL SHEATHING SHALL BE WRAPPED WITH /J 'HYDROGAP"HOI 1SEWRAP BY BENJAMIN OBDYKE.ALL SEAMS SHALL BE TAPPED AS PFR MANUFACTL'RFR'S SPECIFICATIONS. W 240.04' 12.PROVIDE 1 x C:C)MP(')SITE KICK BOARD AT FAC'H DOOR Sll.l. ROOFING 13.PROVIDE COPPER DRIP CAP FLASHING AT AI L FRIEZES, ro 41 COLUMN CAPS,WINDOW AND DOOR HEAD TRIM. cl 14.PROVIDE'AZEK'J-BLOCKS AT EXTERIOR WALLS FOR MOUNTING OF LANTERNS.I1C')SE BIBS,ELECTRICAL 41 OUTLETS,ETC.AS PER DETAIL. v 4 15.G.C.SHALL DEVELOP PAINTING AND/OR STAINING SCHEDULE AND SPECIFICATIONS WITI I OWNER.SUBMIT _I PROPOSAL AND SAMPLES AS REQUESTED. FRONT ELEVATION Z 0 SCALE:1 4'-1'4' EXISTING .9.1 .V4 0 cd � 3 v o � o 0 U � N ell 4EXTMV�,,, FINISH SCHEDULE (MATCH MIC l0 co F� du M " �N ROOF MIDPOINT ASPHALT SHINGLE ROOF -- -- coPPER STEP FLASHING 0 U TOP PLATE 0 u O p� X x U ¢ Cn E _ I �A WIN.HD. FL. FL. FL. FL. FL. U u Q CD GO p a 4 s F1 E 11 COMPOSITE SHUTTER PANEL F1 FL. 18 ———— Fla FL. [,all — 19 1 8 �. —ASPHALT 5HINGL E ROOF C4 U r r---- _ _ -------- — -- __ — / Win, z z w a SECOND FLOOR 5/4'AZEKm APRON 6'w.B.E.ALUM.WrMR V Z Y a. � oQ - W a f-'O Li - -- s n WIN.HD. FL. FL. FL. FL. Q Q X 2nW O wU w - �.-..---------�,Ll is I& u ----------\ uj—VINYL SIDING!TRIM Q z V' C4 ftl 243.40' FIRST FLOOR r - - , , Z a�� ty w � F� JDA-n8/03/20 cn v' S NS: W v 0 _. w 11/30/20 �40.04' A\/ERAbE GRADE —ASPHALT t" 0 t~ V 0 z � 0 z SHINGLE ROOF Z z a EVISA � W a PLANS U w v� MCHITEcrs DEC ��. (� Z � � a ► A emu.IN tl.>t INK FRONT ELEVATION 2 z z 20Z0 o W. Z z (� 0 Q DWG No. z0 SCALE:1/4'-I'-0" PR()Pc�SED � � � 0 �... � � � � p� .� � 0 Q Q x 0 A15 BUILDING �y K Yahlow&Fe ON pEpARTM DO NOT SCALE PRINTS1220039ry° ENT GENERAL NOTES1 1) z 1. PROVIDE'ICE-SHIELD"WATERPRO()F MEMBRANE BY"DUPONT" U '-i AT ALL EAVES,VALLEYS AND CRICKETS.COVER ENTIRE 0 LOW-PITCH PORCH ROOFS(4.'12&LESS)WITH THE WATERPROOF 0 MEMBRANE. I•+ 2. ROOFING SHALL BE ACHTIECTURAL A_SPHAI T SHINGLES SUBMIT SAMPLES FOR OWNER'S APPROVAL. A 3. GUTTERS&LEADERS SHALL BE BAKED ENAMEL ALUMINUM. GUTTER SHALL BE 6"w.K STYLE. 4. ALL FLASHING(CONCEALED AND EXPOSED)SHALL BE 16 oz.COPPEPL \ 5. PROVIDE 16 OZ.COPPER SILL PAN FLASHING,AS PER DETAIL, y/ / AT ALL EXTERIOR DOOR OPENINGS. 6. PROVIDE COPPER DRIP F.DOF AT Ai L EAVES i 7. SIDING SHALL BE HARDIE-PLANK. 8. TRIM SUCH AS FLAT STOCK AND MOULDING SHALL BE AZEK"OR EQUAL. 9. RIDGE VENTS SHALL BE SHINGLE VENT BY AIRVENT.INC, REMOVING SIDING•TRIM OR EQUAL 10.PROVIDE'AIR&VAPOR BARRIER"WRAP BY"GRACE"AT ALL WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL. 11.EXTERIOR WALL SHEATHING SHALL BE WRAPPED WITH 0 'HYDROGAP"HOUSEWRAP BY BENJAMIN OBDYKE.ALL SEAMS lw A SHALL BE TAPPED AS PER MANUFACTURER'S SPECIFICATIONS. l`il/J 12.PROVIDE 1 x COMPOSITE KICK BOARD AT EACH DOOR SILL. 0 0 13.PROVIDE COPPER DRIP CAP FLASHING AT At L FRIEZES. '�j COLUMN CAPS,WINDOW AND DOOR HEAD TRIM w 14.PROVIDE"AZEK"J-BLOCKS AT EXTERIOR WALLS FOR MOUNTING OF LANTERNS.HOSF BIBS,ELECTRICAL lw OUTLETS.ETC.AS PER DETAIL 15.G.C.SHALL DEVELOP PAINTING AND%OR STAINING LEFT SIDE ELEVATION SCHEDULE AND SPECIFICATIONS WITH OWNER.SUBMIT PROPOSAL AND SAMPLES AS REQUESTED S('.AL.E:1/4"-1'�(�' EXIRINC r 0 .pw 41 0 < fl � 3 v � 0 0 a � 0 U I-4 � N N o a�� FINISH SCHEDULE 12 5/4 x 6'AZM"FLUSH 00 Lu 6 r— / RAKE 8D. ED / \ 1216 a `AFL. ,..., � V ce o / cc 5t FL.// FL. \ 13 5/4 x 6'AZ K,GB. / 114 12// �� U W u ,� v o 9 I'F/ 5/4 x 6"AZEK'RAKE rV O aL t' F (J u '"'' X'_ $ / \ GROM MOULDING 4 TRIM Q x x Z Q 0� E U U O cn '3 as El 12 ETURN—-R WT-MR(7ypj '—' l 'A2L-IC'BRAGKET9 �'�+ 2 Lu UU 2'-04 5'-6• H 0. x a 41 0" A z D In -VINYL 510I46 4 TRIM u� Q 5 u. Q Q J W wU w QV) a TE: z a:) w �. 8/0.3/20 wv wrAC RE IONS! r[/30/20 07 z oo ti ' U Z LEFT SIDE ELEVATION REV!-';,F,.- -0" z W - SCALE:I/4"-l' PROPOSED PLANS DEC - 2 2020 2 o U DATED: U to W oR.10INAL AWHITECM (' U C>(i SEAL IN RED INK � ►`' w a Q - K A U O `" U 0 DWG No. TM ARTMENT �' o z z �� S 0 A Q x A16 ELEVATION DO NOT SCALE PRINTS Yablow&Fery/ 220039 GzENERAL NOTES 4� 1. PROVIDE"ICE-SNEELD"WATERPR(")(lF MFr1BRANE BY'DLIP0IsM u + AT ALI.F.AVF�,VALLEY'S AND CRICKETS.C(-)VT ENTIRE Q LOWPITCH PORCH RO()FS(4/12&LESS)WITH THE WATERPROOF 0 MEMBRANE. N 2. ROOFING;SHALL BE AC,HITFC"TURAL ASPHALT SHINGLES W SUBMIT SAMPLES FOR OWNER'S APPROVAL. u v 3. GUTTERS 6c LEADERS SHALL BE BAKED ENAMEL ALUMINUM. GLITTER SHALL BE 6"w.K-STYLE. 4. ALL FLASHING(CONCEALED AND EXPOSED)SHALL BE 16 oz.COPPER. 5. PROVIDE 16 OZ COPPER SILL PAN FLASSHING,AS PFR DFTAIL, ��1 AT ALL EXTERIOR DOOR OPENINGS. 6. PROVIDE COPPER DRIP EDGE AT AL L EAVES. 7. SIDING SHALL BE HARDI&PLANK. _ 8. TRIM SUCH AS FIAT STOCK AND MOUI DING SHALL BE "AZEK"OR EQUAL 9. RIDGE VENTS SHALL BE SHINGLE VENT BY AIRVENT,INC. OR EQUAL ` EF-1 10.PROVIDE"AIR&VAPOR BARRIER"WRAP BY"GRACE"AT ALL WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL. 11.EXTERIOR WALL SHEATHING SRALI.SE:WRAPPED WITH 0 REMOVE BID946 4 TRIM 'HYDROGAP"HOLISEWRAP BY BENJAN41N OBDYKE.ALL SEAMS � A SHALL BE TAPPED AS PFR Iv1ANUFAC`rL'RER'S SPECIFICATIONS. 12.PROVIDE 1 a COMPOSITE KICK BOARD AT EACH DOOR SILL. 0 13.PROVIDE COPPER DRIP CAP FLASHING AT ALL FRIEZES, wd COLUMN CAPS,WINDOW AND DOOR HEAD TRIM. REAR ELEVATION 14.PROVIDE"AZEK']-BLOCKS AT EXTERIOR WALLS FOR MOUNTING OF LANTERNS,HOSE BIBS,ELECTRICAL c-CALE 1 4"-I'C EXISTING OUTLETS.ETC.AS PER DETAIL. ._.� 15.C.C.SHALL DEVELOP PAINTING AND/OR STAINING SCHEDULE AND SPECIFICATIONS WITH owNER.SUBMIT PROPOSAL AND SAMPLES AS REQUE'TED. 0 ..r 0 cd b 3 0 0 0 u p a N FINISH SCHEDULE Q _ 00 ------- - A5F'HALT SHINGLE ROOF r I D A W w �--• co 2� 2 U F if i D TOP PLATE aq 3r WIN.HD. _ _ FL. d O aL E— E~ U � U u um a 5/4'AZEiC'APRON �—6'w.BE.AUIM.&,"TER w C� z w WIN.HD. FL. u u FL. FL. u u FL. 5/4'AZEK'FRIEZE 4 () F ,r 4 �Q _3 .. Q igo a E..,D o Lj I ...... p 4p, - Vi P ¢ 5LL. FIRST FLOOR VINYL SIVIN6 4 TRIM W I I lie n �r I I V) r cip I I w az D z d j;� w DATE: z Y �-• 8/03/20 REAR ELEVATION - h. -- , W I v �. p' O G REVISIONS: S(ALE:II/4 1'-0" PROPOSED I�10 20 _� t KEVlc.,d �. z ` � Fk � w P LA S z �CDE � a� z- 2020 C°L.D E7a �wa U U pu +°�� 1E CAa SF AL 0zQ - z DWG No.wz - c °o z o ° At7BUILDINGDEPARTV��T W � n W (n 3 ELEVATION DO NOT SCALE PRINTS Yahlow&Fery/ 220039 ENERAL NOTES >" Gz 1. PROVIDE'ICE-Stf]ELD"WATERPROOF MEMBRANE BY'DUPONT' U 'i+ AT ALL EAVFq,VALLEYS AND CRICKETS.Co%T-R ENTIRE O LOW-PITCH PORCH ROOFS(4/12&LESS)WITH THE WATERPROOF O MEMBRANE. 1.4 2. ROOFING SHALL BE ACHITEC-alRAL ASPHALT SHINGLES SUBMIT SAMPLES FOR OWNER'S APPROVAL. A 3. GUTTERS&LEADERS SHALL BE BAKED ENAMEL ALl'MINUM. ►> GUTTER SHALL BE 6"w.K-STYLE. P4 4. ALL FLASHING(CONCEALED AND EXPOSED)SHALL BE 16 oz.COPPER. S. PROVIDE 16 OZ.COPPER SILL PAN FLASHING.AS PFR DETAIL. v/ AT ALL EXTERI OR DOOR OPENINGS. v/ REMOVE SIDING 4 TRIM 6. PROVIDE COPPER DRIP EDGE AT Al 1.EAVES. 7. SIDING SHALL BE HARDIEPLANK. i 8. TRIM SUCH AS FIAT STOCK AND MOULDING SHALL BE "AZEK"OR EQUAL. 9. RIDGE VENTS SHALL BE SHINGLE VENT BY AIRVENT.INC, OR EQUAL. 10.PROVIDE"AIR&VAPOR BARRIER"WRAP BY"GRACE'AT ALL WINDOW AND DOOR ROUG1I OPENINGS AS PER DETAIL. 11.EXTERIOR WAIL SHEATHING SHALL BE WRAPPED WITH 0 "HYDROGAr HOl ISEWRAP BY BENJAMIN OBDYKE.ALL SEAMS I SHALL BE TAPPED AS PFR MANUFACT1'RER'S SPECIFICATIONS. ►\�i/J ! I ! 12.PROVIDE 1 x COMPOSITE KICK BOARD AT EACH D(-(-)R GILL. 0 f Q 13.PROVIDE COPPER DRIP CAP FLASHING AT Al L FRIEZES. ''"� 41 PO4 COLUMN CAN,WINDOW AND DOOR HEAR TRIM. 14.PROVIDE"AZEK"J-BLOCKS AT EXTERIOR WALLS FOR MOUNTING OF LANTERNS,HOSE BIBS,ELECTRICAL V OUTLETS,ETC.AS PER DETAIL. � 15.G.C.SHALL DEVELOP PAINTING ANWOR STAINING RIGHT SIDE ELEVATION SCHEDULE AND SPECIFICATIONS VM'H OWNER.SUBMIT SCALE:1 4 1'V EXISTING PROPOSAL AND SAMPLES AS REQUESTED. ��rr id 0 .rq lw vl� 0 cd � 3 0 0 o U 1~ G N a� FINISH SCHEDULE 1-I due" �N r.� W LJ) w t cd -- 3 '!5Q � I EXTEM CHIMNEY I� z t ., (MATCH DRIC,FV �I4 p �, �' z a,, '"s 1 x w w ` O U J U �, X,c \\ 5/4 x b•AZEK'FL.U5H U U o ao < as r t` e IZ \ 12 RAKE eo. � 16 / w R/ � NN_HO. FL. FL- BOG U12 ..1 � � a Z w ( / G VINYL SIDING RI 4 TM a z Zpo A. f LLI . V 5/4 x b 81 RAKE a, O :D GG 12 NV/GROM MOULDINS 4 TRIM 0 Q Q saE' 3EG0 FLOOR V) > LL. J . r FL. — --- w •, w U wCg� w8/03/20 a 2 w � a: ,�� TE: ..a C_G w CZ U ao !-� N RE SIONS: w w 0 z U '� ¢ 11/30/20 I 7— I-_ > ¢ v cc z z z It _ 11NI U !�` �� III I III L.76 0 h ALUM. w III i (I i RAILING t GATE P LA v OC I N A r, M RIGHT SIDE ELEVATION II 1 A u , »� �,,5 �--�—J SCALE:1 4'-1'4" PROR�FD ----- x DEC _ (� a� � a/ r (� F.t�1 iw INK I I I I DATE, 2 2020 V � �. �� -D. 2 v 0 ti U 2 _� Q DVUu No. II II Lc. Ll z O LL----- O A z J P O At O A18 BUiLp OK w 0 .n ELEVATION LNG ��PART Yahlow&Fe / MENT DO NOT SCALE PRINTS 220039 ry WINDOW & EXTERIOR NOTES DOOR SCHEDULE w UEGRESS GLASS EXTERIOR CASING NOTES 1. Refer to the floor plans for location of windows and doors. '� 0 O 2. Windows and French doors shall be ANDERSEN WINDOWS 400 SERIES 00 2 z C7 .. Window manufacturer shall provide complete shop drawings for review&approval. � w zw zQ U �"' U Q w w 3. Window&door glazing shall be insulated Northern Low E glass with Argon gas. >. a O U MANUFACTURER UNIT NUMBER w d w O � z v 10 C4 pq w C4 w U a w z 4. Refer to exterior elevations for window&door muntin pattern a a U U0 a U = _ = O x C 5. Windows shall be " "stools. Stools shall be field applied. • � � � � � x � Z Z A U� � prepared for full PP � U W u; go U Z Q w a 6. Windows and French doors to be factory primed. (� H cV M cr1 to U U w Z p: 7. Windows to be jamb hardware.l complete with screens,white sash lock and white j P A 36"x 80"x 1 3/4"ENTRANCE DOOR 0 0.32 0.21 0 14 8. Single stud pocket. B TW 3052 0.30 0.28 9. Double stud pocket. C 36"x 80"x 1 3/4"ENTRANCE DOOR � 0.30 0.21 14 10. Hardware shall be complete for all doors. Owner shall select hardware and finishes. 5.70 332 N D TW 3046.2 0.30 0.28 11. Each pane of safety glass shall have type of glazing designation laser etched and visible. 0 E TW 2032 0.30 0.28 W 12. Exterior doors shall be selected by the Owner. 00 5.70 332 N F TW 3046 0.30 0.28 13. Garage doors must meet the latest edition of N.Y.S.Energy Code and the •� G TW 3046 0.30 0.28 minimum required U-factor. 14 H TW 3852-3 0.30 0.28 14. Entrance doors shall be selected by Owner. J TW 2446 • 0.30 0.28 EMERGENCY ESCAPE & RESCUE OPENINGS 6.43 21 K G 44 0.30 0.26 N I :5. S.F 2 "h.&20"w. MIN. 0 4 ET CLEAR OPEN NG 7 4 .0 SECTION R310.2.1 OF THE 2020 RCNYS 0 WINDOW FALL PROTECTION < "M4 � OPENING CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.2.1 AND R312.2.2 OF THE 2020 RCNYS. v 3 0 0 LINTEL SCHEDULE a W0 0 U L SIZE MINIMUM BEARING a N LO REFER TO FRAMING LAYOUT PLAN FOR LINTEL SIZE LE EXISTING LINTEL(EXPOSE&VERIFY IN FIELD) L14 x 4x 5/16"GALVANIZED STEEL ANGLE 6 (EACH SIDE) oa "• 5 wul L2 6"x 4"x 3/8" GALVANIZED STEEL ANGLE 6"(EACH SIDE) Z C4 o. i 1.STEEL SHALL CONFORM TO ASiM SPECIFICATIONS M36 FOR STRUCTURAL STEEL W NOTES 2.STEEL ANGLE LINTEL SHALL BE HOT DIPPED GALVANIZED STEEL W ~ • � "n f 3.WIDE FLANGE STEEL BEAM LINTEL SHALL RECEIVE(2)COATS OF RUST INHIBITOR(1 SHOP COAT&1 FIELD COAT) Z !- ii I HEADER SCHEDULE o -� H SIZE H-0 REFER FRAMING LAYOUT FOR HEADER SIZE H-E EXISTING HEADER(EXPOSE&VERIFY IN FIELD AS REQUIRED) H305 (3)5 1/2"LV.L H2O5 (2)5 1/2"L.V.L. H109 5 GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT WINDOW SUBSTITUTIONS,IF ANY WHETHER BY MODEL OR MANUFACTURER H306 (3)2 x 6 D.F.L H2O6 (2)2 x 6 D.F.L H111 5 1/ x 117/8"P.S.L COMPLY WITH STATE BUILDING CODE FOR EGRESS AS DESIGNATED ABOVE. H307 (3)7 1/4"LV.L H20 (2)7 1/4"LV.L 1 5 / x 14"P.S.L 7 4 H308 (3)2 x 8 D.F.L H2O8 (2)2 x 8 D.F.L. H116 i l/4 16'P.S. 5� H309 (3)9 1/2"LV.L Ht09 (2)9 1/2"LV.L H 118 5 V4J,�18"P.S.L. a H310 (3)2 x 10 DAL H210 (2)2 x 10 D.F.L. { � DA o°,�N� H311 (3)11 7/8"L.V.L H211 (2)11 7/8"LV. H009 3 1/2" 9 1/2"P.S.L 8/03/20 o EVI ONS: H312 (3)2 x 12 D.F.L. H212 (2)2 x 12 D.F.L HOl 1 1\17/8"1/2" P.S.L. ti oNo�my6ALLJO H314 (3)14"LV.L H214 (2)14"LV.L H014 1/2"x 4"P.S.L cN ENDDAM H316 (3)16"LV.L H216 (2)16"LV.L ' H016 3 1/2"x 6"P.S.L. WAIL FLANGE 5 H318 (3)18"LV.L H218 (2)18"LV.L H018 3 2"x 8"P.S.L. O 1.TO APPLY 2.APPLY ROUGH RAp To jmw OFOPENING 3.REPEATOUGHSTEPOPENING T FOR Top E DRIP EDGE D.F.L DIMENSIONAL FRAMING LUMBER,NO.2 DOUGLAS FIR(Fb 9 psi,mina TO S1LL 6i FOLD 6 IN.DOWN, ROUGH OPENBVO 6c FOLD ROUGH OPENQJG LEAVE OUTER . r EXTENDING 6 IN,TO EACH 6•IN.OVER SHEATHING&� EDOES UNSTAPLED FOR FUTURE O�- SIDE.LAP LOWER EDGE OVER 64N.ABOVE&BELOW RiiEGRATION WITH AIR r LV.L LAMINATED VENEER LUMBER 1.9 E(Fb-2,600 O AIR WFILTRATION BARRIER ROUGH OPENING. INFILTRATION BARRIER P.S.L. PARALLEL STRAND LUMBER 2.0E(Fb-2,900 psi) Rx3DMARcttrTEt.'T5 twt.TN RED Ixx WIND _DOOR ROUGH OPENING WRAP DETAIL B WINDOW&DOOR SILL PAN DETAIL I.ALL HEADERS(WINDOWS,DOORS.ETC...)WHICH CONSISTS OF 3 OR MO vcTURAt M ERS DWG No. SCALE,NONE SHALI.BE LAG BOLTED TOGETHER PER CODE WITH TIMBER LOK OR EQUAL NOTE.WRAP SHALL BE'AIR&VAPOR BARRIER WRAP BY W.R.GRACE NOTE,*SILL PAN SHALL BE 16 OZ COPPER A19- 3.•PAN SHALL BE INSTALLED OVER ROUGH OPENTNO WRAP. NOTES 2.FLUSH LV.L HEADERS SHALL BE BOLTED TOGETHER ASPER MANUFAI;TlTRER'SSP NS.DOUBLE JACK STUD a ROUGH OPENINGS 4 FEET AND GREATER WINDOW SCHEC 4.TRIPLE JACK STUD®ROUGH OPENINGS 8 FEET AND GREATER Yablow&Fery/ S.ADD ONE(1)ADDITIONAL JACK STUD AT OPENINGS WITH POINT'LOADED HEADERS 220039 I' Uz U � 12 6• 0 b v(Sm WI�5mTI01? M0 C. COPPER DRIP ED61a b"K BE.ALUM.K-STYLE 6UrtOt • -1 x 6"AZEK"FASCIA ON 2 x SUB-FAtSCIA I x'AZEK"SOFFIT WMDOM HEAD 2 x 4 SOFFIT FRAMING 5✓4'AZEK'FRIEZP BE.ALUM.DRIP CAP 0 MIINDO!"1 .0 Iv RAPT!•R TAIL gM,1_ EAVE DETAIL I/z•-ry SO"9T FRAMING 2 x 6 RAFTER• 16"O.G. 12 A9P'HAL L�LR00'F I N6� rr SOFFIT —�b 150 i-+ GR�OI"N MOULDING "ICE a WATER'.SHIPS .O I°M.lGIA BOARD (66 IN.MIN AO 11� 1/2"C.ONTMOUS VENT SPACE 5/0'EXT.PLY 4000 ROOT'SHMATHIN6 0 mem BOARD WINMIGANE TIE•EAOH RAFTER to (N'SWT SCREEN(V~UNDERI STAPLE®TO BLOCKING 2 x 4 BLOCKING•Ib'O.G. TOP PLATE _ 0 , 0 (SP RAY PAINT BOTTOM EDGE MAT MAT DLAC.IV —� a 0 U TYPICAL EAVE VENT DETAIL 2 x 6 CEILING JOIST•Ib'O.G. --�\—sew eA%M pprAlL, a/AuW QI N D R-441 CLOSED C!LL SPRAY \ SCALE:NONE FOAM INSULATION 1/20 GYP.50.W✓ GON7IN0009 SCA1.APtT < TOP WN.1.PLATES _-X S S-C-OATS JOINT COMPOUND w GROWN MOULDINb- ad W WINDOW � �N RDOF GON3TIQIJGTION (2)2 x 10 IiLADiR (SIB WAIL SECTIO�U WINDOW CASING-- - ----- - W (=v COPPER DRIP EDGE (MATCH EXISTING) '.STOOL W/APRON— ' „•� �e (MATCH EXISTI146) Z 2 x BLOCKING R-21 CLOSED CAELL SPRAY z e FOAM INSULATION z I x O 6AZEK8 FASCIA `o $ ON 2 x SUB-PASGIA HOOD SAM(MATCH"STING) O AZEK 90PTIT 5/4"AZEK"APRON co I x • ° O COMMOtSIL.L■06'AZL�iG"GROWN BOTTOM POLL COPPER PL.ASHINB ~' a• It 3 MOUL,DIN&(1 1/2"x 2 1/2") — 2 x 4 WD.STUM•16"O.G. T i 6 STRIP RIM OAK FLOOR— \� \ — °HY17R,06AP" BY I x b'AZEK'TRIM OVER R 791N PAPER OVER 5/4 FUMNG BENJAMIN OBDYKE 5/4""AD'VANT'I°GH"SUBF'LOOR HARDIE-P1J�NK SiDINb (61.U@ i MAIL) 2 x 6 LE DOM L.AO BOLT TO WALL�STUD'S SECOND FLOOR - 1/2"PLYWOOD SFfEATHINB EXTEND FLASHINS UP (SUB FLOOR) L GOSM CELL SPRAY b'BEHIND SIDING 12 µ FOAM INSULATION•GANTILMVIM 2 x SLOPED'AZEKO GAP SOUND BATTS LVL RIM JOIST•GANTILEN/E'R OWSVON VV COPPER GAP FLASHING (•FtO>QA-•SA.) (PITCH 1") 2 x 6 RAFTER TAILS• 16'O 60K BE.ALLIM.K-STYLE GUTTER E�STING 2 x 4 HAN M•EA.JOIST CEILING JOIST 2 x b SOM9T I x b'AZL9c'FASCIA ON 2 x 5UB-PAbGIA - I x 6"AZEK"FASCIA ON 4 1/2'TJI FLOOR JOIST I x T i 0"AZEK"SOFFIT 2 x SUBFASGIA •IG"O.G. 'AZ9C'BRAGICETS I/2'EXT.PLYV4000 SOFFIT 1L.E06'AZEK"C4tOWN MOULLJINS 5/6"x 2 1/ ") DATE: I x T i 6"AZEK'SOFFIT 8/03/20 SET BY RRONT VE 6A EXISTING WALL 5/4 "AZIERKa FASCIA REVISIONS: 11 6'AZEK"GROWN `-- —C0 OPER DRIP CAP M0ULDIPI6(1 9/e"x 2 I/4") WALL SECTION 2'-0' 2-0• WINDOW S/4'AZEK"FRIEZE SCALE:I'-I'-T CANTILEVER PLR EANE HARDIE-PLANK SIDING • ALL EXTERIOR SIDING AND TRIM SHALL BE THOROUGHLY PRIMED,-AS WELL AS BACK-PRIMED,INCLUDING ALL EDGES. %J • CAULK AROUND ALL WINDOW AND DOOR OPENINGS �--\—` • "AIR 6c VAPOR BARRIER WRAP"WINDOW AND DOOR ROUGH OPENINGS O1` I��~`�� CRAKE SAVE RETURN DETAIL-- SCALE 1 I;2"-I'-T t3R1AI ARCH ECI'S EAL IN RED INK DWG No. n A20 y 7 DETAILS Yablow&Fery/ 220039 GENERAL NOTES U z 1.ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE U WITH LOCAL AND NATIONAL FIRE UNDERWRITER CODES AIND THE LOCAL UTILITY COMPANY. 0 2.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND 0 VERIFY THAT THE EXISTING SERVICE WILL PROPERLY HANDLE THE �"� INCREASED DEMAND FROM THE PROPOSED WORK.SHOULD THE CAPACITY OF THE EXISTING SYSTEM PROVE TO BE INADEQUATE, THEN THE CONTRACTOR SHALL SUBMIT A DETAILED PROPOSAL COMPLETE WITH SPECIFICATIONS FOR UPGRADE OR REPLACEMENT. REVIEW WITH OWNER FOR APPROVAL 3.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW AND CONFIRM ELECTRICAL LAYOUT WITH OWNER PRIOR TO START • OF WORK.REVISE FDCTURE LOCATIONS IF REQUIRED,AS DIRECTED BY OWNER. 4.RECESS UGHTTNO MI URES SHALL BE SUPPLIED AND INSTALLED ^, BY ELECTRICAL CONTRACTOR FIXTURE SHALL BE BY'LIGHTOUER• w OR EQUAL AS APPROVED BY OWNER.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW LAMP OPTIONS WITH OWNER PRIOR TO INSTALLATION.OWNER SHALL SELECT ALZAK&TRIM FINISHES. 5.DECORATIVE LIGHT FDCTURES,SURFACE MOUNTED AND HANGING FDaURES SHALL BE SELECTED AND SUPPLIED BY OWNER FD(TURES SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR AS PER MANUFACTURERS SPECIFICATION. 6.SWITCHES&RECEPTACLES SHALL BEDECORA PLUS OR 0 APPROVED EQUAL REVIEW WITH OWNER ON THE TYPE AND LOCATION OF ANY SPECIALTY SWITCHES,E.G.-DIMMERS.OWNER SHALL SELECT SWITCH AND RECEPTACLE PLATE COVER COLORS. �",� 7.PROVIDE GFIC RECEPTACLES IN WET OR DAMP AREAS,SUCH AS .O BATHROOMS. Cd it 8.PROVIDE DIMMER SWITCHES(REVIEW TYPE)AS REQUIRED BY OWNER. II I I I 9.PROVIDE TELEPHONE AND CATV JACKS THROUGHOUT,AS PER II -——————————————— ———————————— OWNERS REQUIREMENTS. I I I 10.PROVIDE HART}WIRED SMOKE AND CARBON MONOXIDE ALARMS I I I WITH A BATTERY BACK-UP WHERE SHOWN ON PLANS AND AS I I I REQUIRED BY CODE.ALL ALARMS SHALL BE INTERCONNECTED I I I PLAY RM BED RM#6 SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL I I I THE ALARMS SIMULTANEOUSLY.ALARMS SHALL BE CODE APPROVED •O I I I AND UL LISTED.PROVIDE A HEAT SENSOR IN THE UTILITY ROOM OR 41 ADJACENT TO THE HEATING EQUIPMENT IN THE BASEMENT AND •� WIRED TO A CENTRAL ALARM SYSTEM.REVIEW WITH OWNER0 R I e WHETTIER FIRE ALARM SYSTEM WILL BE CONNECTED TO A PRIVATE I I I SECURITY SERVICE OR THE LOCAL FIRE DEPARTMENT. M8 _-_-____-__ _ tl 4EDf ----------- ------ ----- LEGEND I I jA111#4 e® ------ I I GARAGE _-, Symbol Fixture Type 0 0 i l Qx Low F%XMM 0 U II 04 N AM ECH.RM O '�'°�"m portaiew au cm MUM"cpAfnc 1' N Onee�...a aorw�r ow•i.i www � �' 4 +�ca�oor+a.�Aror1 vio�rlylp oc °� t� O sacswe� gu um vor94.wR AiurAw a r+ae�r LocblM► 2 w - O0 �C!MOl�lTld GE�.IIii LIMfr (•Z•� (� z� �� z Mee O �uwr�ce�rbn rwi eras z �� I t unu�,r wnr X II C40400tie wtrea tea.lh o am.-w.oric) r�-,% 0 c Ne utffWM Aber as FM rtouwt V) ELECTRICAL FIXTURE LAYOUT p P%ki.�9"r SCALE:1'4'-1'V BASEMENT FLOOR PLAN µ spar Lww(OuraooR! H wtiApseN L04p e CONSULT WITH OWNER AND/OR INTERIOR DESIGNER FOR SWITCH LOCATIONS AND LAYOUT A '''P`a"'Ad" Ire e�wvaiwa urr M 91ROM c � TWAca LJOW �—� coHe*TRW Lew C�p "-U0PW corer U4W nxnM ) FATE: 8/03/20 nx�u�e -- R SIONS: J PUlitA! A700R M JMS ) RVI ' ARS 4cr c ftcwr IIfTwomorni*t / a,iw�•+s aoou ate►v R ® =� �� ) 1Rt OMAL.MQTitEc.'rs IN RM NK p t FORM v DAc aw &"mw DWG No. Ilfllfti60N�Ci !!'rA'f %VW TO E01 proccLe PIMA ELECTRICAL DO NOT SCALE PRINTS Yablow&Fery/ 220039 GENERAL NOTES ?� vz 1.ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL AND NATIONAL FIRE UNDERWRITER CODES AND THE LOCAL UTILITY COMPANY U 0 2.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND 0 VERIFY THAT THE EXISTING SERVICE WILL PROPERLY HANDLE THE MM� 41 INCREASED DEMAND FROM THE PROPOSED WORK SHOULD THE W CAPACITY OF THE EXISTING SYSTEM PROVE TO BE INADEQUATE, A, THEN THE CONTRACTOR SHALL SUBMIT A DETAILED PROPOSAL W COMPLETE WITH SPECIFICATIONS FOR UPGRADE OR REPLACEMENT. �>1 REVIEW WITH OWNER FOR APPROVAL rm 3.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW AND CONFIRM ELECTRICAL LAYOUT WITH OWNER PRIOR TO START • OF WORK REVISE FIXTURE LOCATIONS IF REQUIRED,AS DIRECTED BY OWNER. 4.RECESS LIGHTING FIXTURES SHALL BE SUPPLIED AND INSTALLED I�, BY ELECTRICAL CONTRACTOR.FIXTURE SHALL BE BY'LIGHTOLIER" W OR EQUAL AS APPROVED BY OWNER ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW LAMP OPTIONS WITH OWNER PRIOR TO INSTALLATION.OWNER SHALL SELECT ALZAK&TRIM FINISHES. S.DECORATIVE LIGHT FIXTURES,SURFACE MOUNTED AND HANGING FDCTURES SHALL BE SELECTED AND SUPPLIED BY OWNER.FDCTURES SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR AS PER MANUFACTURERS SPECIFICATION. 6.SWITCHES&RECEPTACLES SHALL BEDECORA PLUS OR 0 APPROVED EQUAL REVIEW WITH OWNER ON THE TYPE AND LOCATION OF ANY SPECIALTY SWTT`CHES.E.G.-DIMMERS.OWNER SHALL SELECT SWITCH AND RECEPTACLE PLATE COVER COLORS. S',� 7.PROVIDE GFIC RECEPTACLES IN WET OR DAMP AREAS.SUCH AS .O BATHROOMS. 4-j 8.PROVIDE DIMMER SWITCHES(REVIEW TYPE)AS REQUIRED BY v OWNER. 4� 9.PROVIDE TELEPHONE AND CATV JACKS THROUGHOUT,AS PER OWNERS REQUIREMENTS. 10.PROVIDE HARD WIRED SMOKE AND CARBON MONOXIDE ALARMS WITH A BATTERY BACK-UP WHERE SHOWN ON PLANS AND AS REQUIRED BY CODE.ALL ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL O THE ALARMS SIMULTANEOUSLY.ALARMS SHALL BE CODE APPROVED vo AND UL LISTED.PROVIDE A HEAT SENSOR IN THE UTILITY ROOM OR 1w ADJACENT TO THE HEATING EQUIPMENT IN THE BASEMENT AND •^� ------------------------------- ------------------------------- , WIRED TOA CENTRAL ALARM SYrTEM.REVIEW WITH OWNER0 I I SECURITY SERVIETHER FIRE CE OR THE LOCAL FIRE SYSTEM WILL BE DEPARTMENT A PRIVATE '� 0 LEGEND to Symbol Fixture Type 0 0 0 0 0 0 0 � o U GUEST RM O �..m� N q KITCHEN I DINING RM �..W cor.il NW(GLOM MUM A00f"V 1 N C3I s nee oori�r Tro.i wwa� � s b O O O I 4 1rGi�m Dark.ow tLOMI v101.TNl� cc p I O avor aiew eta+•cow W w w o vcwMw+r AIM A"rota rser L"oc+.T 0"w z w QI B Q B ® p e4wedaa/�oAW e.w+r ' € I ---- � I v�1 _ a .i,w�,au Nou+�eaa.M.L,.Kr w V � ---- S --- -� O z r- )D I z O ----- I p r O FOYER I LIVING RM U,.Ir►LMW 0_ I I Oills 1I e+�wnwe e.Aaersa�L 0+oeser ow.�or.W '—+ FAMILY RM I Q �LA"few e*or on PM t- o* 0 rwu.roe.»amp Lr ta,rpaov L"w wmmi O O H A AaurrAd"fwmrA o L 11407con®vWcaum �M }e+oTaK SENS a `--- lvwrmLIr G cws s�ter ELECTRICAL FIXTURE LAYOUT u�siar SCALE:1/4"-I'-0" FIRST FLOOR PLAN ' DATE: 8/03/20 nsctu�srertr�AT I REVISIONS: • CONSULT WITH OWNER AND/OR INTERIOR DESIGNER FOR SWITCH LOCATIONS AND LAYOUT t - ,ruc"Aw spoor"e>o�M r nw 4 =vsum P scwn t 00fta~r�T W" I � rsb•.rare rwo�� e�eu B r ry "L. A A"L. ARCHUEM ® SEAL IN j D INK 0 ...o .�.�,,. c .wr ) DWGNo. .Vow �� E02 Foam"P'''" ELECTRICAL DO NOT SCALE PRINTS 22003920039&Fery/ GENERAL NOTES U z 1.ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE ` WITH LOCAL AND NATIONAL FIRE UNDERWRITER CODES AND THE U LOCAL UTILITY COMPANY. 0 2.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND 0 VERIFY THAT THE EXISTING SERVICE WILL PROPERLY HANDLE THE 14 INCREASED DEMAND FROM THE PROPOSED WORK SHOULD THE CAPACITY OF THE FJQSIING SYSTEM PROVE TO BE INADEQUATE, THEN THE CONTRACTOR SHALL SUBMIT A DETAILED PROPOSAL COMPLETE WITH SPECIFICATIONS FOR UPGRADE OR REPLACEMENT. �►>1 REVIEW WITH OWNER FOR APPROVAL 3.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW AND CONFIRM ELECTRICAL LAYOUT WITH OWNER PRIOR TO START • OF WORK REVISE FDMJRF LOCATIONS IF REQUIRED,AS DIRECTED BY OWNER. 4.RECESS LIGHTING FIXTURES SHALL BE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR FDtTL)RE SHALL BE BY'LIGHTOLIER' OR EQUAL AS APPROVED BY OWNER.ELECTRICAL CONTRACT-OR SHALL BE RESPONSIBLE TO REVIEW LAMP OPTIONS WITH OWNER PRIOR TO INSTALLATION OWNER SHALL SELECT ALZAK&TRIM FINISHES. 5.DECORATIVE LIGHT FUTURES,SURFACE MOUNTED AND HANGING FDCTURES SHALL BE SELECTED AND SUPPLIED BY OWNER F7XIURES SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR AS PER MANUFACTURER'S SPECIFICATION. 6.SWITCHES&RECEPTACLES SHALL BEDECORA PLUS OR 0 APPROVED EQUAL REVIEW WITH OWNER ON THE TYPE AND A, LOCATION OF ANY SPECIALTY SWITCHES,E.G.-DIMMERS.OWNER W SHALL SELECT SWITCH AND RECEPTACLE PLATE COVER COLORS. 7.PROVIDE GFIC RECEPTACLES IN WET OR DAMP AREAS,SUCH AS .0 BATHROOMS. 41 P� cd 8.PROVIDE DIMMER SWITCHES(REVIEW TYPE)AS REQUIRED BY owNER q -r———————t- 9 PROVIDE TELEPHONE AND CATV JACKS THROUGHOUT,AS PER X O I I OWNER'S REQUIREMENTS. Q I O I I O O 10.PROVIDE HARD-WIRED SMOKE AND CARBON MONOXIDE ALARMS (� I I WITH A BATTERY BACK-UP WHERE SHOWN ON PLANS AND AS REQUIRED BY CODE.ALL ALARMS SHALL BE INTERCONNECTEDSUCH THAT I 5 I THE ALARMS SIMULTANACTUATION OF ONE SHALL E CODE APPROVED ,0 ACTUATE ALL BED RM#4 I I M.BED RM AND UL LISTED.PROVIDE A HEAT SENSOR IN THE UTILITY ROOM OR I ADJACENT TO THE HEATING EQUIPMENT IN THE BASEMENT AND •^� I WIRED TO A CENTRAL ALARM SYSTEM.REVIEW WITH OWNER OI I I e WHETHER FIRE ALARM SYSTEM WILL BE CONNECTED TO A PRIVATE 0 O O ''(� OO I I I SECURITY SERVICE OR THE LOCAL FIRE DEPARTMENT. II O I cd LEGEND 3 I I Symbol Fixture Type 0 0 0 O I I UNNOTWO OHT PUlrum 0 U0 a I l O fwrj� N O O ee Ovancommmp OOMILIow(ftt"MUM Acofnc w) 00" N 1 BED RM#3 BED RM#2 1s ' "�'°°"'""'r s O I OI O Iuncomew 00p*Lww 40"M06TAW co � 1s wncs.®DCW*4,.wr ti00 cor�V O O I o W N 0 I I O O O Os PeceSIMv avrOa,wrr 1111RTA4"FOR rer Lac,�►ow�1 t z � �� 'at OI © O O I �? GIMi�I�t/r2MAW LOW � an � I I Ila V-��eedm LOW z OsuUrA" r%Ai GC4 MCE z --------------------------------- p m L———————————————— -------------J II �.AItltlAIa LAMrsw 0%6"r�Mr CM.►NLAor.Kl 0 C.A4~4e L^NTWM/hour on MR MOUNTM) OK*"fwc� 0"r LNHT OCDT L1NR(avTooew M wtioOM LAFW 71, ELECTRICAL FIXTURE LAYOUT A A04WAA"walcusam r„c„,m SCALE:1 4'-1'-" SECOND FLOOR PLAN L �ICWWAZW c 6040EU a LFrr M V40TI M Foie • CONSULT WITH OWNER AND/OR INTERIOR DESIGNER FOR SWITCH LOCATIONS AND LAYOUT 7WAca LJOW k A C. C4 Ve 071W LOW v ti C1 U L� UNOM GAarm"LOW \IV V� ) DA 8/03/20 nxnm wvTco dar*oAwa nm !14a a) — RE IONS' tj ro"Um erwr." 4-#o ) DNrLmC!!OCl7�'rACie I IAOIAp r6I46T COMM IITupWwTM �. r�+aT1+■1a n�arsc� ,� avepseao 4-ARA-M CV%W.^VM OIRW e � w M"s"v. w&.r "AM� wl'a!!.D' !!!'f ,A11. �-�.._.._.. . --'12 AIIG! OAJ�TIN R AR4RfE(.TS L IN RED IDJK ❑ WHOM �w v Arm ry s^Tmptn M+- DWG No. ❑ vwa To sxrown w AAr�eT vucT E03 VRAM"IRAM ELECTRICAL_ DO NOT SCALE PRINTS Yablow&Fery/ 220039 Y f-. Dz W LX 44 E Q � m F-- ovo0 j >i0000vd ° w C= w x Q< a �SZ. 3 Q w Z (n pp (n ' � p O p c �V u, Z O N J a 0 (D -C o 0 0 p >00 ^ w M N o � w O U -W >: � :3 � . 0 :3 •�5 N 3 «00c62.ZZ N �, ° Q) Z T— c 5 Z IIoM all Pooh N •— �'— ° � � Y � ' w � O � .+J•' V N J U .. �- c E OO N O O O 0 w W cn +� U r° c ° O Cfl � N CDlQn� U/� N � w j N V, ° 0 � � O M '''� 0 (n O Q LL co 0 0 0 `- II J 3 3: c >' O O € f � V) t{ o � f Z �= Q O 3 o auo s6o J O ��0 3 I I� � ,� o — O OV) (n c W 3C.4 v p Z 91.2 N o :. .00 t v .00 00, of �Connani�a �lo4dsd' :0. 12.9' n. .: 0 �:.. C: .00 rn LO co a � M Z w w CIO 0) T- 06 LL w 0 0o N ; N :3 � N >- V) i N c6L'L9L M «00a62.ZZ S .c < z �i -° coQ--a w v w A w ♦, cr) � U c l w. 00 c 00U J •— U m � _ L- 0) Q ° °^ui � W C •0 E � >— w w a Z Z w o a� c LLJ w c rn cn U a_- 0