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BP22-083
PERMIT # c;) � DATE: /c) 7 =No4mq EXP: LQ7L 3 SECTION s7 7 BLOCK T Q �Q li TYPE OF WORK d / / �Q/ % j A),vwdJ�%q /� %�I 10B LOCATION > I/Q Q O�Pee OWNER `O - /�6*'YI 940 ure17 (5140)n--9a07_/�, l CONTRACTOR !/lICi7TJ O ,�DO - 4' f/..ZoO j�/n�TV EST. COST � � FEE C� vcO # f FEE���' DATE 3 QoZ TCO # FEE DATE FOOTI N G FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS INSPECTION RECORD ^� . D TE 'L ►�� > _ S 31�i c� or0/z / l OTHER APPROVALS ARB GOT ZB�: OTHER ELECTRIC SPRINKLER L �, -� / r rPc) c) /t 3 J�7" LOW -VOLT 0 - ALARM -- ---- ' AS BUILT 0 FINAL le wc %�31aoa 3 3-BUILT/FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION / ,3o/a 3 THIS BINLDINB Must eE POSTED A PERMMNENt CONSTRUCTION TYPE IDENTIFI(`J1nON SM*v V FR /RIOR TO THE ISSUANCE OF A C/O, AS REQUiR® BY W STATE LAW. VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK NO: 23-039 Certificate of ®crupacucp This is to certify that ScoWbIwmbero 6Looyenb,�6m of, having duly filed an application on (� t20 requesting a Certificate of Occupancy for the premises known as, f 1 I a,-d a l e yn n d , Rye Brook,NY, located in a Zoning District and shown on the most current Tax Map as Section: J ), Block: / Lot: 9 , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.p� , issued a 20_2a, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use:P—�J - �� / / , Construction:V, for the following purposes: Jrld -'t— Y Q� ( h C)0 r add. i.T 1 )r), stdt 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 ob 'ned from uildin In ect . MAR 1 3 2023 Acting Building Inspector,Village of Rye Brook: Date: DR j . 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 ACTING BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M.Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE March 13,2023 Scott Bloomberg&Lauren Bloomberg 32 Hillandale Road Rye Brook,New York 10573 Re: 32 Hillandale Road, Rye Brook,New York 10573 Parcel ID#: 130.77-1-9 This document certifies that the work done under Mechanical Permit #22-140 issued on 9/14/2022 for the installation of three new condensers and three new air handlers have been satisfactorily completed. Sincerer, Steven E. Fews Acting Building&Fire Inspector /to D EC I E WE BUILD / E TMENT For office use onl � PERMIT# viol—��,3 VIL OF RYE OK ISSUED: ,,` —4 7—aa JAN 3 0 2023 8 KING STRE YE BROOK, 9 YORK 10573 DATE: - v -a FEE: PAID 10 VILLAGE OF RYE BROOK otS>f o'r 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 rt####ffiffttrt4f####f#ittt##i#t#f#rtt#t##if#tifttrt####fifififtt#rt####4iiitfrtt##t#fi#ifift#t#t####fiif#iitttt#4#fffff#4iitt##### Address: cJ`<A E;l-w ,Q� Occupancy/Use. `i¢� Parcel ID#: / 3oi 7 7--/ / Zone: Owner:5CO�A-IL-0►Lycr gl a& LO" ����Ad��d -ress: 3a 41NIOM IQ (/ ?�At��IG � r ICs P.E./R.A. or Contractor:�Ir11�1D�b 1► 8ba0' Aress: �V�-I N Cary ►'1 _ _ !C Person in responsible charge:L�"bCj pfr'IVI0�6 Address:L2 Vl-*l SJ• NCL-0 C04loo in Q�— 3(p i-q6 Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK, COUNTY OF WESTCHESTER as: being duly sworn,deposes and says that he/she resides at �' (Print Name of Applicant) (No.and Street) d in 21 0_ ,in the County of in the State of that (Cityffown/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:$ 3 i 48 D`S• for the construction or alteration of-77 nd Cor C-A ,kAon!:e QN 1c�'lC�l�(/11LQ� S(dJM-t- Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this 15j, Sworn to before me this day of U , 20 7 day of , 20 6.gnat.,-Po-f`Pr4p.nywner Signature of Applicant �. NCO 6)G56V-)p Print Name of Property Owner Print Name of Applicant Notary Public Notary Public SHARI MELILLO Notary Public,State of New York No.01ME6160063 8/12/2021 Qualified In Westchester county commission Expires January 29,20,L11 �E 4RI 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:_ J DATE: PERMIT# - ISSUED: SECT: BLO K: LOT: LOCATION: VA1 Vv�s"-- aek-OCCUPANCY: t� Q, ❑ VIOLATION NOTED HE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION ' \ REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION �y 1 ❑ NATURAL GAS `u ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ ,GROSS CONNECTION FINAL ❑ OTHER '�AE 4RO 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.rygbrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - AIIRESS ' ` DATE: } 1 PERMIT# V L ISSUED:��ECT: LOCK: l LOT: 11)LOCATION: r-Zn � J\ � Q)QL\ j� OCCUPANCY: 2 1-1-; ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS J ` ( ❑ L.P. GAS S ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING �` •, ,�y\ (_ ❑ CROSS CONNECTION © FINAL ��\ W✓t }� �r ��a ❑ OTHER 4�E BkjC • O� 2m 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 wwwebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : + ' T DATE: ) PERMIT$#� 01�3 ISSUED: T: na -�— LOCK: LOT: LOCATION: �`� "K U� OCCUPANCY: Z' ❑ VIOLATION NOTED THE WORK IS... Id ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION (�0 REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK KLER FINAL PLUMBING ❑ CROSS ONNECTION ❑ FINAL \\ Q OTHER nYfvL jjV y QyE 6RC�� w ID -c 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - IN PECTION REPORT - - - - - - - - - - - - - - - - - - - - "-Z;� Vv) I ADDRESS : DATE: PERMIT# (` ('-^S5�3 ISSUED: SECT: BLOCK: LOT: LOCATION: ' ` �" \'� OCCUPANCY: -Z(0 ❑ 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 oe O� Zm cu � 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 - - - - - - - - - - - - - - -- - - - - 2� 00 � ADDRESS:— - ��_ DATE: PERMIT# Go . �2 ' ISSUED: �ECT: +�-�� $LOCK: LOT: LOCATION: �'2 �� �� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... �CCEPTED ❑ 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 �E BRnuk 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK `I BODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK,NY 10573 % (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS:_ < q DATE: PERMIT# 1 22 ISSUED: �" SECT: 130, 7 ) BLOCK: l LoI- LOCATION: W l� C G `� _a�n OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... WCCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION (( 1 �n ❑ NATURAL GAS l v 1 n �"-"` 1 c ❑ L.P. GAS U�v G Q k\ ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL m OTHER 4/"'t oe Bkj� BUILDING DEPARTMENT BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: L PERMIT ISSUED. SECT:BLOCK: LOT: — LOCATION: �W F -1- °�P-{�d-- OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ,ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL [� OTHER QyE BRC�k. O� ti 952 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: a� \ , `\�1 13 �� DATE: QA O PERMIT# � ISSUED: 1� ' `I SECT: 1�`J BLOCK: 1LOT: LOCATION: l `^ �C� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... c] ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE L _g FOUNDATION d❑ 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 Qy6 BRC�k . •- O� Zm 982 BUILDING DEPARTMENT ❑B ILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET - RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org � - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - -- ADDRESS: ~ DATE: �V PERMIT# Y ISSUED: $ECT: BLOCK: LOT: LOCATION: �� C^ v OCCUPANCY: C 1 ❑ VIOLATION NOTED THE WORK IS.. ACCEPTED ❑ REJECTED/REINSPECTION C� 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 : 0000 4+ o a N a N � s� N N N a.� Q CA .. U a42 en 8 Lr) � W N 00 a h� o bj C� H N 4 oZ G4 ° c• rTl � � [� Z W c ~ 0 G (Z •4 0 Q r � O d- z04C ,� 6 s 00 W , 0 ,, F+ A � U 'Z v v v �j M N t CD N w ■ ~j ►r1 „7, c fA 4 It G1 U v v o C PQ o � , �, v b 04 � v � �••1 A O Q F-i z U Po-o a o ' vcu "d � U [� a q is � U LLI sn O F '-� z (� u, o c 0 S LLI 0. as Q x U z Wr. , � o � z � A z O o. v� ya�vo LLwZ �. ram — N N z w w 0 >4 :4 � = m Wz ■ d � �I A4 i--1 W x � �a -� O ■ BUILKET MENT _ VILE OOK 1 938 KINGBR ,NY 10573 6 APR - 1 2022 VILLAGE OF RYE BROOK FOR OFFICE USE ONLY: Approval Date: APR ZDZ mi # _0 Application pp i tom' cation # Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# IV Other: Application Fee �6 Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: V9.1 21, is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. I. JobAddress: 32 Hillandale Rd 2, Parcel ID#: 130.77-1-9 Zone: R-25 3. Proposed Improvement(Describe in detail): New 2nd floor and rear addit�iOn' Add 3 bedrooms _(net 2 new), add 2 new baths, new laundry rm and new playroom. New roofing, siding, & trim. 4. Property Owner: Scott& Lauren Bloomberg Address: 32 Hillandale Rd, Rye Brook, NY Phone# Cell# 516-242-9207 a-mail laurenw.bloomberg@gmail.com List All Other Properties Owned in Rye Brook: Applicant: Evan Sakofsky Address: 11 Berkley Ln, Rye Brook, NY Phone# Cell# 516-314-1385 e-mail evan.sakofsky@gmail.com Architect: Evan Sakofsky Architect Address: Phone# Cell# e-mail Engineer: Address: Phone# Cell # /` General Contractor: rino O P r {/P/yIt/!T ,,e-mailC�QnO r flTO Address: p�/ PQ/_ /�,/prl�JQ�.e CT 0&8S4/ Phone# 14" 3 6#—�/,' Cell e-mail/7//,NC/Q/10 co/11 s/1 zno21 5. Occupancy; (1-Fam..2-Fam.,Commercial.,etc...)Pre-construction: 1-Fam Post-construction: 1-Fam 6. Area of lot: Square feet: 47,379 sf Acres: 1.08 7. Dimensions from proposed building or structure to lot lines: front yard: 104.3' rear yard: 198.9' right side yard: 20.4' left side yard: 20.7' other: 8. if building is located on a corner lot,which street does it front on: 9. Area of proposed building in square feet: Basement: I`fl: 2°d fl: 3rd fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added: Basement: N/A Is, tl: 361 sf 2nd fl: 1256 sf 3rd fl: 12. Total Square Footage of the proposed renovation to the existing structure: 360 sf 13. N.Y. State Construction Classification: V-B N.Y. State Use Classification: R-3 14. Number of stories: 2 Overall Height: 231-711 Median Height: 15. Basement to be fall,or partial: , finished or unfinished: 16. What material is the exterior finish: James Hardie shingles 17. Roof style;peaked,hip, mansard,shed,etc: peaked Roofing material: synthetic polymer shakes 18. What system of heating: hyndronic/forced air 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20, Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler, ANSL System, FM-200 System, Type 1 Hood,etc...) Yes: No: X (ifyes, applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq. ft. or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No: X Area: 135 sf NEW 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: X (if yes,applicant must submit a Site Plan Application, &provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: X (if yes,you must submit a Site Plan Application, &provide a detailed topographical survey) 24. Is the lot located within 100 ft. of a Wetland as per§245 of Village Code? Yes: No: X (if yes, the area of wetland and the wetland buffer cone must he properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes : No: X (ifyes, the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: X (ifyes, applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: X Indicate: TIER 1: TIER Ill: TIER III: (i�yes, a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: S 6 ZS, tM Notes The estimated cost shall include all site improvements, labor,material,scaffolding,fixed equi merit,profe ion a s, including any material and labor which may be donated gratis. If the final cost exceeds the estimated cost, an additional fee will b&requiredprior to issuance a/'the C/O. 30. Estimated date of completion: (2) sr12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 32 Hillandale Rd Section: 130.77 Block: 1 Lot: 9 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS, DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% X R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 1 5% 3.5% R-2F 5,000 1 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 47,379 Sq. Ft. 47, 379 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 2,395 Sq. Ft. 2,758 Sq. Ft. b. Area of 181 Floor Divided By Area of Lot x 100 5.1 % 5.$ % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tool Shed, Playhouses) Sq. Ft. Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % % EXISTING 4. AREA OF DECK Sq. Ft. NO WORK Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 % % 1 attest to the best of my knowledge and belief, the above information is correct. Architect's ignature (3) R/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 32 Hillandale Rd Section: 130.77 Block: 1 Lot: 9 Zone: R-25 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts, swimming pools, patios, sidewalks, ramps, terraces and driveways. TOTAL MAXIMUM PERMITTED MAX, PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base R-35 15 Lot Area %) R-25 20 0 to 4,000 0 55 R-20 30 4 O01 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-IS 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 *'Base Lot Area"is the minimum end of the lot size R2-F 30 range in the "Lot Area"column Area of lot: q 7 3I-q s .ft. Existing Allowed Proposed Total impervious coverage = 6,063 S .ft. 12,883 S . ft. 6,214 S .ft. Front impervious coverage = % % NO WORK % IN FRONT YARD I attest to the best of my knowledge and belief, the above information is correct. Architect's Signature c4i BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET Rvl:BROOK.NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 32 Hillandale Rd Section: 130.77 Block: 1 Lot: 9 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = 6,938 Sq. Feet b. Existing = 3,728 Sq. Feet c. Proposed = 5,130 Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10% of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using. the formula; Heiqht 1 Setback =X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article Vill of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTING PROPOSED_ REQUIRED FRONT: FRONT: FRONT: .44 R35 SIDE: SIDE: SIDE: 1.20 FRONT: 0.13 FRONT: 0.19 FRONT: .48 0-25 SIDE.- 0.86 SIDE: 1.25 SIDE: 1.30 FRONT: FRONT: FRONT: .60 /P20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 IP 15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-INA SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 jr-12 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R f0 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 R7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R2F SIDE: SIDE: SIDE: 4.00 I atte 7t to the be f my knowledge and belief, the above information is correct. Archi ect's S46ature i>I 8/I2/2021 Fnn BUILD MENT � ` E U VIL OF RY OOK I R 938 KING ET RYE BR ,NY 10573 F—AlR 1 2022 Al L___ -© BUILDING OF RYE BROOK 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: 31, 1!ke_� `>t M Q� , residing at, 32 Hillandale Rd Rye Brook NY 1111-im nmlic) I Adds_ u lip being duly sworn, deposes and states that(s)he is the applicant above named, and further states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 32 Hillandale Rd , Rye Brook, NY. i I, UJI, Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. I SiCJ ILI ILI RC of I vopem 0\V IIel i ti I I (Print Name ofPropert-, O wncr(s)1 Sworn to before me this day of / �I�C'- I , 20 IAN S LANDSMAN Notary Public of New York REGISTRATION#01LA6428985 (Nottln 1'uhli COMMISSION EXPIRES 02/07/2026 el Ihl 8/12/2021 This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this complete permit application will delay the permitting proceFIA'OD 172022 I r Notice of Utilization of Truss Type, Pre-Engineered OF RYE BROOK or Timber Frame Construction. (Title 19 Part 1264& 1265 DING DEPARTMENT To: The Building Inspector of the Village of Rye Brook. From: Evan Sakofsky SubjectPropegy: 32 Hillandale Rd SBL: 13 ,77-1-9 Zone: R-25 Please take notice that the subject; ❑ One or Te*,o Family; ❑ Commercial, New Structure (Addition to an Existing Structure X Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑ Truss Type Construction (TT) XPre-Engineered Wood Construction(PW) ❑ Timber Construction (TC) in the following location(s); Q Floor Framing, including Girders& Beams(F) ❑ Roof Framing(R) X Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings, and NYCRR§iz65 for One&Two Family Dwellings. Sworn to before me this Sworn to before me this 3Q day of AAt-(O1 ,20 _ day of 1"�— 20 Si ature of Property Owner Signature o esign P Les ijpAal t�✓1 �14Zw1 I' � �yo�� �o���'( Print Name of Pror)ertyDwner Print Name o Design Professional Notary Public Notary Public LAN S LANDSMAN Notary Public of New York RON ASANI REGISTRATION#01 LA6428985 i 7 I Notary Public COMMISSION EXPIRES 02/07/2026 1 — = - - 0 - 0 n V%wl Connecticut My Commission Expires Aug 31, 2025 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable, STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: Evan Sakofsky , 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 Architect for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention & Building Code, the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. �T Sworn to before me this r Sworn to before me this 3 1.- day of /��(�� , 20 ZZ day of t-t!�t,4 , 20_2A Signature of Property Owner Signature of AppJWant 1 a XV1 gl���� � [Lv&'3 SAY- _� Print Name of Property Owner Print Name of Applicant l ` Notary Public Notary Public RON ASANI IAN S LANDSMAN Notary Public Notary Public of New York Connecticut REGISTRATION N01LAS428W5 My Commission Expires Aug 31, 2025 COMMISSION EXPIMS 02J07/2028 8/12/2021 s, , M , a u ► + � v � A aWG W x ,C N ~� oo y �" M � M 00 w CD A � o� N 0 - W Nrq V N Ln x = O � wNO o z � a ozo � z 0 c� o ON00 CON cy ° z v WJ tLn CA C� a zz W W " < U O W z a v Q �. v A p >- ., M a z Q a ° � D EC ERWIE �F. BRCS JUL 2 ZUZZ BUILDING DikPARTMENT VILLAGE OF RYE BROOK VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING ooK,NY 10573 .or ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required J FOR OFFICE USE ONLY BP#: da- 0 Y3 EP#: Approval Date: JUL 2 7 22 Permit Fee: $ Approval Signature: Other: Application dated, ?—,,-)7-20 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: 3a N l CZ A,4 0 A(,6 kO SBL:130•'7 7 Zone: 2.Property Owner: Se077 QLbo/l imp c Address: SgMtf Phone#: &/6 2 y —9d 07 Cell#: email: 3.Master Electrician: NLC44AQ A O✓1 Address:7(q P, A lA- 6k41: �0 —'!�rA r'1 ob&o GT 0 Lic.#: 3�Phone ZP43 .-27(0 "/Y,SSC ?q-943-7 email:A r &L-K.7NC19op70,.Je ,,,,, .I/6- Company Name:TA &L&T-TA►e Address: �A tj 4.Proposed Electrical Work/Fixture Count: [A k 4f c3rW A D0///0,J 3a sw r r-W-3 oyT 3 4fmc.1 7 e-/ch'T A S tc�'R 01'Y e lfL . 9 S m o 1<c 0&7 o u AI�4 3 8,A -+ o5h14Au37 FADS CC 5.31 Party Electrical Inspection Agency: '5 v � 1-5 ********************************************************************************************************* STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: MI r—W Aa � `� being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant)state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the A TA 54&- for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agen,attom�ey,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 b e e this? �u day of 20 day of 2 Signature of Property Owner tgna re of Applic �� co A /�v Y Print Name of Property Owner P ' ame of Applicant n Notary Public $ �E,State of New York No.01ME6160063 Qualified In Westchester County Commission Expires January 29,20�3 6/23/2022 aSTATEWIDE INSPECTION lil Main Street,Fishkill, NY 12524 1 email:office@swisny.com SWIS JOB APPLICATION tel 845.202.7224 fax 914.219.1062 1 SWISNY.com I SWISTraining.com Office Use Elect.Permit#�� � 1 /� � Date ,..-I c_ , - / Bldg Per it#I Utility ID# Final Certificate# City/Village k f, 6 a_Ob K Zip O j 75 Township County V 6-r Address 3a /LC�N Cross Street Section Block � V Lot Owner Name/Address(If different than above) / n r:f 8 G Contact Numbers., ❑Basement ❑ 1st Fl. ®2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside CiiResidential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps j Q Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm(Draw Incandescent Fluorescent C. SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑ New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information ( IK E /Vey A 0017-i oIJ F L CSVE JUL22022 ' D VILLAGE OF RYE BROOK BUILDING DEPARTMIENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at arty 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 Firi liz Inspector# �� Company Name EXilic Date -7 7 a Sig Address � le 1/4 1e Ccity/S % 14 f A A L7 � a O 7 0 3 License# 1,7196 Phone# 9i 8 81187 7 D CC EME State Wide Inspection Services C04c� DEC - 7 20223 1 oso Main street Fishkill, NY 12524 Xb"'Wr U A VILLAGE OF RYE BROOK 845 202-7224 Phone 914-219-1062 Fax STATE WIDE INSPECTION SERVICES BUILDING DEPARTMENT Email: office@swisny.com Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: ATA Electric, LLC Scott Blumberg 70 Briar Brae Road 32 Hillandale Road Stamford,CT 06903 Rye Brook, NY 10573 Located at: 32 Hillandale Road, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP22-153 130.77 Certificate Number: 2022-5494 Building Permit Number: BP22-083 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at:32 Hillandale Road, Rye Brook, NY 10573 The First Floor and Second Floor 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 December 2022. Name Quantity Rating Circuit Type Receptacles 48 GFCI 03 Switches 18 Dimmers 14 Smoke Detectors 09 Luminaires 67 'ZeGe,t,M..._�. Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. C o 0 00 of u 00 \ \ s7 > aa W :, F ► _ y �� all x a w • I ••1 Q a?j ° c s. CO o S r� � rINl NW 0 A A ONF W N s wi a Qom c� w a '�c N V A � �, z � w ° U Y F: W U U z o 0.4 N a w z has � r w Q a`a CIO o s v' U * W ° CA < H o � w �I ca a a ca w = 414141414414944444C4;tU 6t44 tC 6644;44A4444144t644ut6a4 R IE C 1E �W� BUILDING DEPARTMENT JUN 2 4 2022 11 VILLAGE OF RYE BROOK VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 BUILDING DEPARTMENT (914)939-0668 www.rytbrook.org PLUMBING PERMIT APPLICATION Q FOR OFFICE USE ONLY BP#: PP#: Approval Date: ` Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) ************************************************************************************************** Application dated, Ql —�e�- 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:_ (L L 1�hZl.�it L f Ad SBL: /% O.77 7""� / Zone: 2.Proposed Work: �Nl`' f /tw /w S7V(t 3.Property Owner: j 60-p-r Q L 00 � ��� G Address: 34 MI l L H >y D(1 f IZV Phone#: 7 2 Cell#: email: 4.Master Plumber: 0 Address: 1 Lic.#: LL5 Phone#: L Ca i� Company Name: .; ,c;h ARd A-_0V Avd o)'P44 Address: 6 't-es L1 1a5:W 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 A 1 2nd Floor 31 Floor o� J 4m Floor 51 Floor Exterior 5.*List Other Equipment/Provide Details: /v,!P bO k Eaom Re a�_A _e_ t✓& LP V i iu (fin kj j�c j RGGM (Notarized Signatures Required Next 2 Pages) -1- sil2r2o21 R10E CNE BUILDING DEPARTMENT VILLAGE OF RYE BROOK J U N 2 4 2022 DD 938 KING STUBT RYE BRoox,NY 10573 VILLAGE OF RYE BROOK (914)939-0669 BUILDING DEPARTMENT wwwxyabrook gre ******************************************************************************************************* 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: 3, L—QU4_C l ` 1'� /��1 ,residing at, N1�lQ►' �l 2 ��P���bZ.K�J 1 C�S� (Print name) (Address where you live) being duly swom, deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; , Rye Brook,NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer,and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. XT(7Digns of Property Owner(s) U�-Ov) 61 Com (Print Name of Property Owner(s)) Sworn to before me this Paxr of �:� �'��_ , 20 ` i (Nd'Yary Public) SHARI MELILLO Notary Public,State of New York No.01ME6160063 Qualified In Westchester County -3- Commission Expires January 29,20� 8/12/2021 STATE OFF NEW YORK,COUNTY OF WESTCHESTER ) as: being duly sworn,deposes and states that he/she is the applicant above named, (p' e of individual signing as a 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 1w—rnbe �— for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,allomey,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. h� Sworn to before me this A Sworn to before me thisa day of �k ,20 as day of ,20 d-1-- Signature of Property Owner Sigma a c 6f Applican -" , wutri &C'ZNY1*f& 94 LL c/'S f aA)o eA6S Print Name of Property Owner Print Nafne of A cant '*, liXt('n�. Notary Public SHARI Not Public Notary Public,state of New York Notary No.oiME6160063 F(iff4ffd�ft& ZA P T E I X E I R A Qualified in Westchester Countyry) blic,State of NewYork Commission Expires January 29,20� .01 TE6137774 n Westchester Count This application must be properly completed in its entirety and ftlaWked of the legal owner(s) of the subject property,and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. -2- 8/12i2021 7 N N N � Q•a� t' N � y N E a: vi (Al > u a. o = pC a ON 9S � to ; W � Z � N � � •� � •� � o F y� Q M � � � � _ O ✓ z N 4 �� aC, �C Q s' W Ono W A H 4 o � z � ►scD _L W ova a or `n co coZrS94co 00 H ITS a W � M �+• u ■ O � V W Q � u u � � 00 ml 02 C) C� z ~ F•' Z u a u W G ► z IOU c v t I+y 0 A.T 0 d'� ��p a f• W t' wl OWN N Z p OC Q Z Z -' 0 � oA �I al � Ra ►� � x � � BUILDING DEPARTMENT IE C E f V E VILLAGE OF RYE BROOK 938 KING STREET RYE BR NY 10573 S E P - 9 2022 DD (914)_939.06P _ wwwxyehrook.arg VILLAGE O RYE BROOK BUILDING DEPARTMENIT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITION��INJJG EO UIPMEN!!TT� FOR OFFICE USE ONLY: PERMIT#: Approval Date: SEP 14 . 122 Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERNUT&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)&Workers Compensation Insurance on a NYS Board form(Form#C105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL=$100.00/unit•COMMERCIAL=$350.00/unit. 5. Inspection by the Building Department for removal and/or installation. (48 hour notice required) 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. **************** ***** ************************************************************************** Application dated, s hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or re oval cff the RVAC 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. `� -� �] l. Address: 3�l i II9/idA I Q K•-0&<& R k bCCU jC SBL: 13i 71 —1—/ Zone: 2. Property Owner: L Werl 91 D hr 6CC j Address: Phone#: g t y 3 D T �S IS Cell#: email: 3. Contractor: Address: (�LE'yCC /V L/ Phone#: Cell#: email: 4. Applicant: a•J[i yl Address: L y r—s'? Phone#: 9/y-5&5 3 77y Cell#: email: 5. Scope of Work:New Installation( )•Replacement(X)•Removal( )•Other( ): 6. List Equipment: i')S 6-ti C�c "Iy.����.� �i,\�. � '.15�z.Z , fCi 2 IDS e',I(U _�l/► 74 , (\ C C c Y 1"( L•y , f-1� 1'1 r�w 1,v�►.� ��`� f A"N 7. Location of Equipment: 5:8,c (t:- by t;�te 8. Method of Installation/Removal(list all equipment needed to perform job): j j-�wi ►�L is l>>k, C(�. i 8/12/2021 STATE OF NEW YOLK,COUNTY OF WESTCHESTER ) as: �vN � ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signin 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 24' Sworn to before me this day of 20 zZ day of 20 9L"�) r Signature of Property Owner Signat6e of Applicant Lax""' Gl , -1 I/,/%yt TJ Print N of Pro erty 04mer Name of Applicant J Notary Public i NotaHARI Public CHRISTOP ER J.B 7 RADBURY SS Notary Public,State of New York Notary Public,State of New York No.01 BR6159985 No.OIME6160063 Clualified in Westchester County Qualified In Westchester County Commission Expires January 29,20 3 Commission Expires January 29,20�3 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 INSTALLATION INSTRUCTIONS R-410A Split System Air Conditioner CSA6, HSA6, TSA6 These instructions must be read and understood completely before attempting installation. IMPORTANT: Effective January 1, 2015, all split system and packaged air conditioners must be installed pursuant to applicable regional efficiency standards issued by the Department of Energy. Safety Labeling and Signal Words DANGER, WARNING, CAUTION, and NOTE Signal Words in Manuals The signal words DANGER, WARNING, The signal word WARNING is used throughout this CAUTION,and NOTE are used to identify levels of manual in the following manner: hazard seriousness. The signal word DANGER is only used on product labels to signify an immediate hazard. The signal words WARNING, CAUTION, and NOTE will be used on product labels and The signal word CAUTION is used throughout this throughout this manual and other manuals that may manual in the following manner: apply to the product. DANGER - Immediate hazards which will result in severe personal injury or death. WARNING - Hazards or unsafe practices which Signal Words on Product Labeling could result in severe personal injury or death. Signal words are used in combination with colors CAUTION - Hazards or unsafe practices which and/or pictures on product labels. may result in minor personal injury or product or property damage. NOTE - Used to highlight suggestions which will result in enhanced installation, reliability, or operation. TABLE OF CONTENTS A WARNING E! Safety Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Installation Requirements . . . . . . . . . . . . . . . . . . . . . . . . 2 ELECTRICAL SHOCK HAZARD Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Failure to follow this warning could result in per- sonal injury and/or death. Start-up Procedure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Before installing, modifying,or servicing system, General Sequence of Operation . . . . . . . . . . . . . . . . . . 8 main electrical disconnect switch must be in the OFF position. There may be more than 1 discon- Control Functions &Sequence of Operation . . . . . . . . 8 nect switch. Lock out and tag switch with a suit- Troubleshooting 9 able warning label. Status Codes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 CUT HAZARD Failure to follow this caution may result in per- sonal injury Sheet metal parts may have sharp edges or burrs. Use care and wear appropriate protective clothing and gloves when handling parts. 421 01 5104 04 06/7/19 INSTALLATION INSTRUCTIONS R-410A Split System Air Conditioner SAFETY CONSIDERATIONS Figure 1 Connecting Tube Installation Improper installation, adjustment, alteration, service, maintenance, or use can cause explosion, fire, electrical NOTE:Avoid contact betre tong and structure shock, or other conditions which may cause death, personal OUTDOOR WALL INDOOR WALL injury, or property damage. Consult a qualified installer, CAULK uoulo ruse service agency,or your distributor or branch for information or assistance. The qualified installer or agency must use factory-authorized kits or accessories when modifying this VAPOR TUBE product. Refer to the individual instructions packaged with INSULATION the kits or accessories when installing. THROUGH THE WALL Follow all safety codes. Wear safety glasses, protective HANGUEJOIST clothing, and work gloves. Use quenching cloth for brazing RROUNNDVAS POR� INSULATION operations. Have fire extinguisher available. Read these TUBE ONLY) a VAPOR TUBE instructions thoroughly and follow all warnings or cautions o included in literature and attached to the unit. Consult local O building codes and current editions of the National Electrical Code (NEC) NFPA 70. In Canada, refer to current editions 1'(25.4..)MIN. uouiD TUBE of the Canadian electrical code CSA 22.1. SUSPENSION Recognize safety information. This is the safety-alert symbol A When you see this symbol on the unit and in instructions Outdoor unit contains system refrigerant charge for operation or manuals, be alert to the potential for personal injury. with AHRI rated indoor unit when connected by 15 ft. (4.57 Understand these signal words; DANGER, WARNING, and m) of field-supplied or factory accessory tubing. For proper CAUTION. These words are used with the safety-alert unit operation, check refrigerant charge using charging symbol. DANGER identifies the most serious hazards which information located on control box cover and/or in the Check will result in severe personal injury or death. WARNING Charge section of this instruction. signifies hazards which could result in personal injury or IMPORTANT: Maximum liquid-line size is 3/8-in. OD for all death. CAUTION is used to identify unsafe practices which residential applications including long line. would result in minor personal injury or product and property IMPORTANT: Always install the factory-supplied liquid-line damage. NOTE is used to highlight suggestions which will filter drier. Obtain replacement filter driers from your result in enhanced installation, reliability, or operation. distributor or branch. INSTALLATION RECOMMENDATIONS INSTALLATION NOTE: In some cases noise in the living area has been traced to gas pulsations from improper installation of equipment. UNIT OPERATION AND SAFETY HAZARD 1. Locate unit away from windows, patios, decks, etc. Failure to follow this warning could result in personal where unit operation sound may disturb customer. injury or equipment damage. R-410A refrigerant systems operate at higher pressures 2. Ensure that vapor and liquid tube diameters are than standard R-22 systems. Do not use R-22 service appropriate for unit capacity. equipment or components on R-410A refrigerant 3. Run refrigerant tubes as directly as possible by I equipment. avoiding unnecessary turns and bends. Specifications for this unit in residential new construction 4. Leave some slack between structure and unit to market require the outdoor unit, indoor unit, refrigerant tubing absorb vibration. sets, metering device, and filter drier listed in presale literature.There can be no deviation. 5. When passing refrigerant tubes through the wall, seal Check Equipment and Job Site opening with RTV or other pliable silicon-based caulk. (See Fig. 1.) Unpack Unit Move to final location. Remove carton taking care not to 6. Avoid direct tubing contact with water pipes,duct work, damage unit. floor joists,wall studs,floors,and walls. Inspect Equipment 7. Do not suspend refrigerant tubing from joists and studs File claim with shipping company prior to installation if with a rigid wire or strap which comes in direct contact shipment is damaged or incomplete. Locate unit rating plate with tubing.(See Fig. 1.) on unit corner panel. It contains information needed to 8. Ensure that tubing insulation is pliable and completely properly install unit. Check rating plate to be sure unit surrounds vapor tube. matches job specifications. 9. When necessary, use hanger straps which are 1 in. Install on a Solid, Level Mounting Pad (25.4 mm) wide and conform to shape of tubing If conditions or local codes require the unit be attached to insulation. (See Fig. 1.) pad, tie down bolts should be used and fastened through knockouts provided in unit base pan. Refer to unit mounting 10. Isolate hanger straps from insulation by using metal pattern in Fig. 2 to determine base pan size and knockout sleeves bent to conform to shape of insulation. hole location. 2 Specifications subject to change without notice. 421 01 5104 04 INSTALLATION INSTRUCTIONS R-410A Split System Air Conditioner For hurricane tie downs - contact your local distributor for Make Piping Connections details and PE (Professional Certification), if required by local authorities. A WARNING On rooftop applications, mount on level platform or frame. PERSONAL INJURY AND ENVIRONMENTAL Place unit above a load-bearing wall and isolate unit and HAZARD tubing set from structure. Arrange supporting members to adequately support unit and minimize transmission of Failure to follow this warning could result in personal vibration to building. Consult local codes governing rooftop injury or death. applications. Relieve pressure and recover all refrigerant before system Roof mounted units exposed to winds may require wind repair or final unit disposal. baffles. Consult the Low-Ambient pressure switch installation Use all service ports and open all flow-control devices, instructions for wind baffle construction. including solenoid valves. NOTE: Unit must be level to within 2" (±3/8 in./ft..) per , compressor manufacturer specifications. • Clearance Requirements UNIT DAMAGE HAZARD When installing, allow sufficient space for airflow clearance. Failure to follow this caution may result in equipment wiring, refrigerant piping, and service. Allow 30 in. (762 mm) damage or improper operation. clearance to service end of unit and 48 in. (1219.2 mm) Do not leave system open to atmosphere any longer than above unit. For proper airflow, a 6 in. (152.4 mm) clearance minimum required for installation. POE oil in compressor is on one side of unit and 12 in. (304.8 mm) on all remaining extremely susceptible to moisture absorption. Always keep sides must be maintained. Maintain a distance of 24 in. ends of tubing sealed during installation. (609.6 mm) between units. Position so water, snow, or ice If ANY refrigerant tubing is buried, provide a 6 in. (152.4 from roof or eaves cannot fall directly on unit. mm) vertical rise at service valve. Refrigerant tubing lengths up to 36 in. (914.4 mm) may be buried without Figure 2 Tie Down Knockouts further special consideration. Do not bury lines more than 36 in. (914.4 mm). 3/8-in.(9.53 mm)Dia. Tiedown Knockouts in - - -- Outdoor units may be connected to indoor section using Basepan(2)Places accessory tubing package or field-supplied refrigerant grade tubing of correct size and condition. For tubing requirements beyond 80 ft/24.38 m, substantial capacity and performance losses can occur. Following the recommendations in the Long Line Applications Guideline for Split-System Air Conditioners and Heat Pumps will reduce these losses. Refer to Table 1 for accessory requirements. Refer to Table 2 for View From Top field tubing diameters. There are no buried-line applications greater than 36 in. UNIT BASE PAN TIEDOWN KNOCKOUT LOCATIONS in.(mm) (914.4 mm). Dimension A B C 31 112 x 31-1/2 9-1/8(231.8) 6-9/16(166.7) 24-11/16(627.1) If refrigerant tubes or indoor coil are exposed to atmosphere, 35x35 � 1/8(231.8) 6-9/16(166.7) . 28-7/16(722.3) they must be evacuated to 5.00 microns to eliminate contamination and moisture in the system. On rooftop applications, locate unit at least 6 in. (152.4 mm) above roof surface. Outdoor Unit Connected to Factory Approved Indoor Unit Operating Ambient Outdoor unit contains correct system refrigerant charge for The minimum outdoor operating ambient in cooling mode is operation with factory approved AHRI rated indoor unit when 55°F (12.78 C) without low ambient cooling enabled, and the connected by 15 ft. (4.57 m) of field-supplied or maximum outdoor operating ambient in cooling mode is factory-accessory tubing, and factory supplied filter drier. 125°F (51.67'C). Check refrigerant charge for maximum efficiency. Table 1 -Accessory Usage REQUIRED FOR LOW-AMBIENT COOLING APPLICATIONS REQUIRED FOR LONG LINE Accessory (Below 55"F/12.8°C)$ APPLICATIONS*(Over 80 ft./24.38 rn) Crankcase Heater Yes Yes Compressor Start Assist Capacitor and Relay Yes Yes Evaporator Freeze Thermostat Yes No Liquid Line Solenoid Valve No See Long Line Applications Guideline Low-ambient Pressure Switch Yes No i I Support Feet Recommended No Thermal Expansion Valve(fXV) Yes Yes Hard Shutoff Winter Start Control Yes No * For tubing line sets between 80 and 200 ft.(24.38 and 60.96 m) and/or 20 ft.(6.09 m)vertical differential,refer to Long Line Applications Guideline. $ If unit equipped with ECM OD motor,both motor and fan need to be replaced per unit accessory guide to work properly.Unit will not meet AHRI rated efficiency once motor and fan are replaced to use this accessory. 421 01 5104 04 Specifications subject to change without notice. 3 INSTALLATION INSTRUCTIONS R-410A Split System Air Conditioner Table 2 - Refrigerant Connections and Recommended Liquid and Vapor Tube Diameters (In.) RATED VAPOR LIQUID up to 80 ft.(24.38 m)* Connection and Tube Connection Rated Tube UNIT SIZE Diameter Diameter Diameter 18,24,30, 3/8 3/4 3/4 36,42,48 3/8 7/8 7/8 60 3/8 7/8 1-1/8 * Units are rated with 25 ft.(7.6 m)of lineset. See Specification sheet for performance data when using different size and length linesets. Notes: 1. Do not apply capillary tube or fixed orifice indoor coils to these units. 2. For Tubing Set lengths between 80 and 200 ft.(24.38 and 60.96 m)horizontal or 35 ft.(10.7 m)vertical differential 250 ft.(76.2 m)Total Equivalent Length), refer to the Long Line Applications Guideline. Install Liquid Line Filter Drier Indoor Evacuate Refrigerant Tubing and Indoor Coil UNIT DAMAGE HAZARD UNIT DAMAGE HAZARD Failure to follow this caution may result in equipment Failure to follow this caution may result in equipment damage or improper operation. damage or improper operation. Installation of filter drier in liquid line is required. Never use the system compressor as a vacuum pump. Filter drier must be wrapped in a heat-sinking material such as a wet cloth while brazing. Refrigerant tubes and indoor coil should be evacuated using the recommended deep vacuum method of 500 microns. An Refer to Fig.3 and install filter drier as follows: alternate triple evacuation method may be used. See triple 1. Braze 5 in. (127 mm) liquid tube to the indoor coil. evacuation method in Service Manual. 2. Wrap filter drier with damp cloth. IMPORTANT:Always break a vacuum with dry nitrogen. 3. Braze filter drier to above 5 in. (127 mm) liquid tube. Deep Vacuum Method Flow arrow must point towards indoor coil. The deep vacuum method requires a vacuum pump capable 4. Connect and braze liquid refrigerant tube to the filter of pulling a vacuum of 500 microns and a vacuum gage drier. capable of accurately measuring this vacuum depth. The deep vacuum method is the most positive way of assuring a Figure 3 Liquid Line Filter Drier system is free of air and liquid water. (See Fig. 4) Figure 4 Deep Vacuum Graph 500 450 400 LEAK IN Z 350 SYSTEM 0300 V 250 9 200 Q Refrigerant Tubing Connection Outdoor 150 VACUUM TIGHT 100 TOO WET Connect vapor tube to fitting on outdoor unit vapor service TIGHT valves (see Table 2.) Connect and braze the 3/8" coupling 500 DRY SYSTEM (provided with the filter drier) to the liquid service valve and connect and braze the liquid tubing to the other end of this 0 1 2 3 4 5 6 7 coupling. Use refrigerant grade tubing. MINUTES Sweat Connection Final Tubing Check IMPORTANT: Check to be certain factory tubing on both CAUTIONindoor and outdoor unit has not shifted during shipment. Ensure tubes are not rubbing against each other or any UNIT DAMAGE HAZARD sheet metal. Pay close attention to feeder tubes, making sure Failure to follow this caution may result in equipment wire ties on feeder tubes are secure and tight. damage or improper operation. Make Electrical Connections Service valves must be wrapped in a heat-sinking material such as a wet cloth. • Service valves are closed from factory and ready for brazing. ELECTRICAL SHOCK HAZARD After wrapping service valve with a wet cloth, braze sweat Failure to follow this warning could result in personal connections using industry accepted methods and materials. injury or death. Consult local code requirements. Refrigerant tubing and Do not supply power to unit with compressor terminal box indoor coil are now ready for leak testing. This check should cover removed. include all field and factory joints. 4 Specifications subject to change without notice. 421 01 5104 04 INSTALLATION INSTRUCTIONS R-410A Split System Air Conditioner Be sure field wiring complies with local and national fire. All wiring must be NEC Class 1 and must be separated from safety, and electrical codes, and voltage to system is within incoming power leads. limits shown on unit rating plate. Contact local power company for correction of improper voltage. See unit rating Use furnace transformer, fan coil transformer, or accessory plate for recommended circuit protection device. transformer for control power, 24-v/40-va minimum. NOTE: Operation of unit on improper line voltage constitutes NOTE: Use of available 24-v accessories may exceed the abuse and could affect unit reliability. See unit rating plate. minimum 40-va power requirement. Determine total ' Do not install unit in system where voltage may fluctuate transformer load and increase the transformer capacity or above or below permissible limits. split the load with an accessory transformer as required. NOTE: Use copper wire only between disconnect switch and Final Wiring Check unit. IMPORTANT: Check factory wiring and field wire NOTE: Install branch circuit disconnect of adequate size per connections to ensure terminations are secured properly. NEC to handle unit starting current. Locate disconnect within Check wire routing to ensure wires are not in contact with sight from and readily accessible from unit, per Section tubing, sheet metal. etc. 440-14 of NEC. Compressor Crankcase Heater Route Ground and Power Wires When equipped with a crankcase heater, furnish power to heater a minimum of 24 hr before starting unit. To furnish Remove access panel to gain access to unit wiring. Extend power to heater only, set thermostat to OFF and close wires from disconnect through power wiring hole provided electrical disconnect to outdoor unit. and into unit control box. A crankcase heater is required for low-ambient cooling or if refrigerant tubing is longer than 80 ft. (24.38 m). Refer to the Long Line Applications Guideline - Residential Split-System • Air Conditioners and Heat Pumps Using R-410A Refrigerant. ELECTRICAL SHOCK HAZARD Install Electrical Accessories Failure to follow this warning could result in personal Refer to the individual instructions packaged with kits or injury or death. accessories when installing. The unit cabinet must have an uninterrupted or unbroken ground to minimize personal injury if an Check OAT Thermistor and OCT Thermistor electrical fault should occur. The ground may consist Attachments of electrical wire or metal conduit when installed in accordance with existing electrical codes. Outdoor Air Temperature (OAT) Thermistor is factory installed by inserting the nibs on either sides of the thermistor body through a keyhole in the bottom shelf of the control box and locking it in place by turning it 90 degrees, such that the Connect Ground and Power Wires spherical end of a nib faces the front of the control box. Connect ground wire to ground connection in control box for Check to make sure the OAT is locked in place. See Fig. 6. safety. Connect power wiring to contactor as shown in Fig. 5. Figure 6 Outdoor Air Thermistor(OAT)Attachment Figure 5 Line Power Connections OAT Thermistor must be locked in place DISCONNECT PER N.E.C.AND/OR with spherical nib end facing towards LOCAL CODES the front of the control box -- CONTACTOR FFIELD POWER � O WIRING O O DX+DX—CR R C FIELD GROUND 0 Val WIRING GROUND LUG Connect Control Wiring Route 24-v control wires through control wiring grommet and connect leads to control wiring. (See Fig. 10& Fig. 11) The Outdoor Coil Temperature (OCT) Thermistor is factory Use No. 18 AWG color-coded, insulated (35"C minimum) installed on the liquid tube between the coil assembly and the wire. If thermostat is located more than 100 ft. (30.48 m) liquid service valve. See Fig. 7. from unit, as measured along the control voltage wires, use No. 16 AWG color-coded, insulated wire to avoid excessive Check to make sure the thermistor is securely attached on voltage drop. the liquid tube with the clip as shown in Fig. 7. 421 01 5104 04 specifications subject to change without notice. 5 INSTALLATION INSTRUCTIONS R-410A Split System Air Conditioner Figure 7 Outdoor Coil Thermistor(OAT)Attachment 4. Set room thermostat at desired temperature. Be sure set point is below indoor ambient temperature. 5. Set room thermostat to COOL and fan control to ON or OCT Thermistor must be AUTO mode, as desired. Operate unit for 15 minutes. secured tight on the liquid tube. Check system refrigerant charge. Check Charge Factory charge amount and desired subcooling are shown ® on unit rating plate.Charging method is shown on information plate inside unit. To properly check or adjust charge, conditions must be favorable for subcooling charging. Favorable conditions exist when the outdoor temperature is between 70°F and 100°F (21.11°C and 37.78°C), and the indoor temperature is between 70°F and 80°F (21.11°C and 26.67°C).Follow the procedure below: Unit is factory charged for 15ft (4.57 m) of lineset. Adjust o charge by adding or removing 0.6 oz/ft of 3/8 liquid line ® above or below 15ft(4.57 m) respectively. For standard refrigerant line lengths (80 ft/24.38 m or less), Start-Up allow system to operate in cooling mode at least 15 minutes. When operating with the Observer Wall Control in Mcommunicating mode, make sure that indoor airflow is set to "efficiency"during charging. If conditions are favorable,check UNIT OPERATION AND SAFETY HAZARD system charge by subcooling method. If any adjustment is Failure to follow this caution may result in minor personal necessary, adjust charge slowly and allow system to operate injury,equipment damage or improper operation. for 15 minutes to stabilize before declaring a properly charged system. To prevent compressor damage or personal injury, If the indoor temperature is above 80°F (26.67°C), and the observe the following: outdoor temperature is in the favorable range, adjust system •Do not overcharge system with refrigerant. charge by weight based on line length and allow the indoor •Do not operate unit in a vacuum or at negative temperature to drop to 80oF (26.67°C) before attempting to pressure. check system charge by subcooling method as described •Do not disable low pressure switch in scroll compressor above. If the indoor temperature is below 70°F (21.11°C), or the applications. outdoor temperature is not in the favorable range, adjust •Dome temperatures may be hot. charge for line set length above or below 15ft (4.57 m) only. Charge level should then be appropriate for the system to achieve rated capacity. The charge level could then be checked at another time when the both indoor and outdoor temperatures are in a more favorable range. PERSONAL INJURY HAZARD NOTE: If line length is beyond 80 ft(24.38 m) or greater than 20 ft(6.10 m) vertical separation, See Long Line Applications Failure to follow this caution may result in personal injury. Guideline for special charging requirements. Wear safety glasses, protective clothing, and gloves Major Components when handling refrigerant and observe the following: Control Board •Front seating service valves are equipped with The AC control board controls the following functions: Schrader valves. • Compressor contactor operation • Outdoor fan motor operation • Compressor external protection • Pressure switch monitoring ENVIRONMENTAL HAZARD • Time Delays Failure to follow this caution may result in environmental Field Connections damage. When using communicating control,4 field wires are required Federal regulations require that you do not vent refrigerant to be connected to the factory wires already wired to the to the atmosphere. Recover during system repair or final DX+DX-C R terminal (see Fig. 10). Unit as provided by unit disposal. manufacturer is set up for communicating control. When used with a standard non-communicating thermostat, Follow these steps to properly start up the it is recommended to use 3 thermostat control wires to be system: connected to R, Y and C. When using 3 wires, all diagnostic and time delay features are enabled (See Fig. 11). 1. After system is evacuated, fully open liquid and vapor Disconnect factory provided wires from DX+, DX-, C & R service valves. terminals. Using factory provided wires,connect to R,C,and 2. Unit is shipped with valve stem(s)front seated (closed) Y on the control board for 3 wire thermostat control. Connect and caps installed. field 24V wires to factory provided wires now connected to R, Replace stem caps after system is opened to C, and Y and cap both sides or remove unused factory refrigerant flow. Replace caps finger-tight and tighten provided wires. with wrench an additional 1/12 turn When only 2 thermostat control wires are available, units will 3. Close electrical disconnects to energize system. function, but some control features-are lost. _(See Fi . 12 . 6 Specifications subject to change without notice. 421 01 5104 04 NSTALLAILO ,INSTRUCTIONS _ R-410A Split System Air Conditioner With only 2 wires connected, the circuit board will be received within 2 minutes, the LED will be turned OFF until powered down whenever there is no call for cooling, and the the next valid communication. following will result: Amber Status Light • Compressor time delay is reduced from 5 minutes to 10 An amber colored STATUS light is used to display the seconds operation mode and fault codes as specified in the • When the thermostat is not calling for cooling,the amber troubleshooting section. See Table 3 for codes and status light will be off, and no diagnostics codes will be definitions. ` available NOTE: Only one fault code will be displayed on the outdoor • All system counters will be reset on each new call for unit control board (the most recent, with the highest priority). cooling Disconnect factory provided wires from DX+, DX-, C and R Crankcase Heater Operation terminals. Using factory provided wires, connect to C and Y The crankcase heater (when applicable) is energized during on the control board for 2 wire thermostat control. A field the off cycle below 65'F (37.78°C) installed jumper wire is also required between R and Y (See Outdoor Fan motor Operation Fig. 12). Connect field 24V wires to factory provided wires The outdoor unit control energizes outdoor fan any time the now connected to C and Y and cap both sides or remove compressor is operating. The outdoor fan remains energized unused factory provided wires. for 15 minutes if a pressure switch or compressor thermal Compressor Internal Relief protector should open. Outdoor fan motor will continue to The compressor is protected by an Internal Pressure Relief operate for one minute after the compressor shuts off when (IPR) which relieves discharge gas into the compressor shell the outdoor ambient is greater than or equal to 100"F when differential between suction and discharge pressure (37.78 C). exceeds 550-625 psi. The compressor is also protected by Time Delays an internal overload attached to motor windings. The unit time delays include: GENERAL SEQUENCE OF OPERATION • Five minute time delay to start cooling operation when STANDARD THERMOSTAT there is a call from the thermostat or communicating wall control. Turn on power to indoor and outdoor units. Transformer is • When operating the unit with 2 wires,this delay is energized. shortened to 10 seconds. On a call for cooling, thermostat makes circuits R-Y and • Five minute compressor recycle delay on return from a R-G. Circuit R-Y energizes contactor, starting outdoor fan brown out condition motor and compressor circuit. R-G energizes indoor unit • Two minute time delay to return to standby operation from blower relay, starting indoor blower motor on high speed. last valid communications (with communicating only) • One minute time delay of outdoor fan at termination of NOTE: To achieve the rated system performance, the indoor e when outdoor ambient is greater than or unit or the thermostat must be equipped with a time delay equal to cooling mode F (37.78 C). relay circuit. When thermostat is satisfied, its contacts open, Utility Interface de-energizing contactor and blower relay. Compressor and With Non-Communicating Thermostats motors stop. If indoor unit is equipped with a time-delay relay Utility curtailment will only work when the unit is operating circuit, the indoor blower will run an additional 90 sec to with a non-communicating thermostat. increase system efficiency. When the utility curtailment interface is applied with a CONTROL FUNCTIONS non-communicating thermostat, the utility relay should be wired in series with the Y input. AND SEQUENCE OF OPERATION Low Ambient Cooling The outdoor unit control system has special functions. The When this unit is required to operate below 55'F (12.78 C)to following is an overview of the control functions. a minimum of 0 F (-17.78 C) outdoor temperature, SEQUENCE OF OPERATION provisions must be made for low ambient operation. Cooling Operation Low ambient applications require the installation of accessory kits: This product utilizes either a standard indoor thermostat or Low Ambient Pressure Switch Kit Observer " Communicating Wall Control. With a call for . Evaporator Freeze Thermostat cooling, the outdoor fan and compressor are energized. . Hard Start kit When the cooling demand is satisfied, the compressor and fan will shut off. • Crankcase Heater Support feet are recommended for low ambient cooling. See NOTE: The outdoor fan motor will continue to operate for one Product Specification sheet for kit part numbers on minute after compressor shuts off, when the outdoor ambient appropriate unit size and series unit. is greater than or equal to 100 F (37.78 C). For low ambient cooling with the Observer Communication and Status Function Lights Communicating Wall Control the cooling lockout must be Green Communications (COMM) Light (Communicating set to "Off" in the Wall Control setup. Control only): Liquid Line Solenoid A green LED (COMM light) on the outdoor board indicates When operating in communicating mode the standard successful communication with the other system products. thermostat terminals will not function. A terminal on the The green LED will remain OFF until communications is non-communicating thermostat bus labeled "LS" on the AC established. Once a valid command is received, the green control board is provided for wiring liquid line solenoids when LED will turn ON continuously. If no communication is in communicating mode. For operation in communicating 421 01 5104 04 Specifications subject to change without notice. 7 INSTALLATION INSTRUCTIONS R-410A Split System Air Conditioner mode wire solenoid valve kit NASA401 LS across LS and C contactor every 15 minutes. If the thermal protector closes. terminals . For operation in non-communicating mode wire (at the next 15 minute interval check), the unit will resume solenoid valve kit NASA401 LS across C and Y terminals. operation. TROUBLESHOOTING If the thermal cutout trips for three consecutive cycles, then unit operation is locked out for 4 hours and the appropriate SYSTEMS COMMUNICATION FAILURE fault code (See Table 3) is displayed. If communication between outdoor unit, control board. and CONTACTOR SHORTED DETECTION indoor wall control has failed, the control will flash the If there is compressor voltage sensed when there is no appropriate fault code. (See table 3) Check the wiring to the demand for compressor operation, the contactor may be wall control, indoor and outdoor units. stuck closed. The control will flash the appropriate fault PRESSURE SWITCH PROTECTION code. Check the contactor and control box wiring. The outdoor unit is equipped with high- and low-pressure NO 230V AT COMPRESSOR switches. If the control senses the opening of a high or If the compressor voltage is not sensed when the low-pressure switch, it will de-energize the compressor compressor should be starting. the contactor may be stuck contactor, keep the outdoor fan operating for 15 minutes and open or the unit disconnect or circuit breaker may be open. display the appropriate fault code. (See table 3) The control will flash the appropriate fault code. Check the After a 15 minute delay, if there is still a call for cooling, and contactor, unit disconnect or circuit breaker and control box the LPS or HPS is reset, the compressor contactor is wiring. energized. If the LPS or HPS has not closed after a 15 TEMPERATURE THERMISTORS minute delay,the outdoor fan is turned off. If the open switch Thermistors are electronic devices which sense temperature. closes anytime after the 15-minute delay, then the unit will As the temperature increases, the resistance decreases. resume operation with a call for cooling. Thermistors are used to sense outdoor air (OAT) and coil If the LPS or HPS trips for five consecutive cycles, then unit temperature(OCT). operation is locked out for 4 hours and the appropriate fault If the outdoor air or coil thermistor should fail, the control will code (See table 3) is displayed. flash the appropriate fault code. (See table 3). In the event of a high-pressure switch trip or high-pressure IMPORTANT: The outdoor air thermistor and coil thermistor lockout, check the refrigerant charge, outdoor fan operation are factory mounted in the correct locations. Do not re-locate and outdoor coil for airflow restrictions. thermistor sensors. In the event of a low-pressure switch trip or low-pressure THERMISTOR SENSOR COMPARISON lockout, check the refrigerant charge and indoor airflow. The control continuously monitors and compares the outdoor CONTROL FAULT air temperature sensor and outdoor coil temperature sensor If the outdoor unit control board has failed, the control will to ensure proper operating conditions. The comparison is, if flash the appropriate fault code. (See table 3) The control the outdoor air sensor indicates >10°F (>-12.22 C) warmer board should be replaced. than the coil sensor (or) the outdoor air sensor indicates >20°F (> -6.67`C) cooler than the coil sensor, the sensors 24V BROWN OUT PROTECTION are out of range. If the control voltage is less than 15.5volts for at least 4 If the sensors are out of range, the control will flash the seconds, the compressor contactor and fan relay are appropriate fault code. (See Table 3). de-energized. Compressor and fan operation are not FAILED THERMISTOR DEFAULT OPERATION allowed until control voltage is a minimum of 17.5volts. The control will flash the appropriate fault code. (See table 3) Factory defaults have been provided in the event of failure of Verify the control voltage is in the allowable range of outdoor air thermistor and/or coil thermistor. 18-30volts. Thermistor Curve: The resistance vs. temperature chart COMPRESSOR VOLTAGE SENSING shown in Figure 8 enables the technician to check the outdoor air and outdoor coil thermistors for proper resistance. The input terminals labeled VR and VS on the control board Unplug the thermistor assembly from the circuit board and (see Fig. 9) are used to detect compressor voltage status, measure resistance across each thermistor. For example, if and alert the user of potential problems. The control the outdoor temperature is 60 F (15.56°C), the resistance continuously monitors the high voltage on the run capacitor reading across the outdoor air thermistor should be around of the compressor motor. Voltage should be present any time 16,000 Ohms. the compressor contactor is energized, and voltage should STATUS CODES not be present when the contactor is de-energized. COMPRESSOR THERMAL CUTOUT OR LOSS OF Table 3 shows the status codes flashed by the amber status light. Most system problems can be diagnosed by reading 230V POWER the status code as flashed by the amber status light on the If the control senses the compressor voltage after start-up, control board. and is then absent for 10 consecutive seconds while cooling The codes are flashed by a series of short and long flashes demand exists, it will de-energize the compressor contactor.. of the status light. The short flashes indicate the first digit in keep the outdoor fan operating for 15 minutes (if 230v power the status code, followed by long flashes indicating the present) and display the appropriate fault code. (See table 3) second digit of the error code. The short flash is 0.25 second Possible causes are compressor internal overload trip or loss ON and the long flash is 1.0 second ON. Time between of high voltage (230V) to compressor without loss of control flashes is 0.25 second. Time between short flash and first voltage. long flash is 1.0 second. Time between code repeating is 2.5 After a 15 minute delay, if there is still a call for cooling, the seconds with LED OFF. compressor contactor is energized. If the thermal protector Count the number of short and long flashes to determine the has not re-set, the outdoor fan is turned off. If the call for appropriate flash code. Table 3 gives possible causes and cooling continues, the control will energize the compressor actions related to each error. 8 specifications subject to change without notice. 421 01 5104 04 INSTALLATION INSTRUCTIONS R-410A Split System Air Conditioner Example: 3 short flashes followed by 2 long flashes indicates a 32 code. Table 3 shows this to be low pressure switch open. 1 Table 3 - Status Codes OPERATION FAULT F(_ BE CODE LED Possible Cause and Action 1 Standby-no call None On solid,no flash Normal operation- with communicating Control { for unit operation Standby-no call Normal operation- No call for coding with 2-wire connection or indoor unit not for unit operation None ered. Cooling Operation None 1,pause Normal operation System Communications 16 Communication with wall control lost.Check wiring to wall control,indoor and outdoor Failure units High Pressure High pressure switch trip.Check refrigerant charge,outdoor fan operation and coils Switch Open 31 for airflow restrictions. Low Pressure 32 Low pressure switch trip.Check refrigerant charge and indoor air flow Switch Open Control Fault 45 Outdoor unit control board has failed. Control board needs to be replaced. Brown Out The control voltage is less than 15.5v for at least 4 seconds. Compressor and fan (24 v) 46 operation not allowed until control voltage is a minimum of 17.5v. Verify control volt- age. Outdoor Air Temp Sensor Fault 53 Outdoor air sensor not reading or out of range.Ohm out sensor and check wiring Outdoor Coil Sensor Fault 55 Coil sensor not reading or out of range.Ohm out sensor and check wiring Thermistors out 56 Improper relationship between coil sensor and outdoor air sensor.Ohm out sensors of range and check wiring. Compressor voltage sensed after start-up,then absent for 10 consecutive seconds while cooling demand exists.Possible causes are internal compressor overload trip or Thermal Cutout 72 loss of high voltage to compressor without loss of control voltage. The control will continue fan operation and waft 15 minutes to attempt a restart. Fault will clear when restart is successful,or low voltage power is cycled. Contactor Shorted 73 Compressor voltage sensed when no demand for compressor operation exists.Con- tactor may be stuck closed or there is a wiring error. No 230V at Compressor voltage not sensed when compressor should be starting.Disconnect may Compressor 74 be open or contactor may be stuck open or there is a wiring error. Thermal cutout occurs in three consecutive cycles. Unit operation locked out for 4 Thermal Lockout 82 l hours or until 24v power recycled. Low Pressure Lockout 83 Low pressure switch trip has occurred during 3 consecutive cycles. Unit operation locked out for 4 hours or until 24v power recycled. High Pressure 84 High pressure switch trip has occurred during 3 consecutive cycles. Unit operation Lockout locked out for 4 hours or until 24v power recycled.- Figure 8 Resistance vs Temperature Chart THERMISTOR CURVE so 60 ----I---+ ---a---� ---I--- I l o so — ---L--J--- ---1--- Y I I I I I v 50 -- ---1 -- ---t---I--- � I I I I I ---1----t----I--- Q 20 --J---L J---1---1--- I I I I to --1---} -- 1-- ---I--- 0 0 20 40 60 8o 100 120 (-17.77) (-6.67) (4.44) (15.56) (26.67) (37.78) (48.89) TEMPERATURE°F(°C) 421 01 5104 04 Specifications subject to change without notice. 9 to to LS LO LZb aogou inopm abuego of palgns suogeagioadS 0 L 8t7Z06LV 3ZIS 09 0ZMslA � b 0 x �a- 10` CIJ L] u tY -0 �. arY 0 ,[in • _ .rJ un 70 CL. o�c nL] v IB v sL - rn sY � Ir. >< -C=>- IVY r,Y -Q- i vrY x 0 �u ' Y B Q 7=1- A w �3 > ..Y dH .. I Id o J , W U L.tl W OD m0 }O j m 0 cl dao an sn sd� sdH ss LbZ06LV SMS OV — 9L Aw- =� _� a �Un o Ye t4 ,tr a\ .LJ C tt! �f ttr El ua � E g ... .4=a-H=� w TI 2 O 0 � t[30 me 0 - J"m I IL ON SA Shc SdH Pima I0.qu03 GBLIS SIBUIS 6 ain6i=l aauo!l!puo3 a!d tua;sAS 1!IdS t/Olb-a SNOIlofldlSNI NOIIV-ll '1SN1 INSTALLATION INSTRUCTIONS R-410A Split System Air Conditioner Figure 10 Observer Communicating Wall Control Four-Wire Connection Wiring Diagrams (See Thermostat Installation Instructions for specific unit combinations) Variable Speed Wall Control Furnace/Fan Coil Outdoor DX+ - - - - - - - - - - Green- - - - - - - - - - - - - Green- - - DX+ ti Yellow _ - YeIIOW- 1 I White- - - - - - - - - - - - - = - - fie- - - �L - - - - - - - - - -Red - - - - - - - - - - - - - - - -Red- - - (� S1 30ptional Remote ORoom Sensor Humidifier HUM S2 Connection LEGEND COM 24V FACTORY WIRING - ----24V FIELD WIRING Q FIELD SPLICE CONNECTION Non-Communicating Standard Thermostat 3-Wire 24V Circuit Connections Figure 11 (See Thermostat Installation Instructions for Specific Unit combinations) A/C Typical AIR A/C Typical AIR THERMOSTAT FURNACE CONDITIONER THERMOSTAT FAN COIL CONDITIONER 24 VAC HOT -- R 24 VAC HOT 24 VAC COM ©- --- -- © 24 VAC COM C� --- - __ - C C HEAT STAGE 1 WM/1 --- ❑W HEAT STAGE 1 WNVI W2 COOL STAGE 1 YIY2 -- Y� --- y COOL STAGE 1 YIY2 ___ Q______--------- Y INDOOR FAN G� --- -EI INDOOR FAN -Q© LEGEND 24-V FACTORY WIRING 24-V FIELD WIRING FIELD SPLICE CONNECTION ELECTRICAL OPERATION HAZARD Failure to follow this caution may result in equipment damage or improper operation. A minimum of three wire thermostat wiring is required for the system to operate. 421 01 5104 04 Specifications subject to change without notice. 11 INSTALLATION INSTRUCTIONS R-410A Split System Air Conditioner Figure 12 Non-Communicating Standard Thermostat 2-Wire 24V Circuit Connections TPPICAL FURNACE A/C THERMOSTAT OR FAN COIL AIR CONDITIONER 24VAC HOT �— ——————— R R ———— 24VACCOM -------- I1 HEAT STAGE I W/W1 -------- ❑ HEAT STAGE 2 Y/Y2 ——————— L—I --- Y -- J INDOOR FAN ------- E FIEL INSTALLED JUMPER WIRE LEGEND 24V FACTORY WIRING ———24V FIELD WIRING Q FIELD SPLICE CONNECTION NOTE: Wiring must conform to NEC or local codes. Figure 13 Non-Communicating Indoor with Observer Communicating Wall Control Wall Control NAXA00101 DB DX+ Green DX+ R Red R C White C Yellow DX- DX- Communicating Outdoor CCo C R R R W2 IW71 Y/Y2 Y Y G G Non-Communicating ' Indoor '� NOTE:This installation requires the daughter board OAT accessory, NAXA00101 DB. OAT Sensor NOTE:This installation does not allow for communicating feature functionality. 12 Specifications subject to change without notice. 421 015104 04 INSTALLATION INSTRUCTIONS R-410A Split System Air Conditioner R-410A QUICK REFERENCE GUIDE • R-410A refrigerant operates at 50% - 70% higher pressures than R-22. Be sure that servicing equipment and replacement components are designed to operate with R-410A. • R-410A refrigerant cylinders are rose colored. • Recovery cylinder service pressure rating must be 400 psig, DOT 4BA400 or DOT BW400. • R-410A systems should be charged with liquid refrigerant. Use a commercial type metering device in the manifold hose. • Manifold sets should be 750 psig high-side and 200 psig low-side with 520 psig low-side retard. • Use hoses with 750 psig service pressure rating. • Leak detectors should be designed to detect HFC refrigerant. • R-410A, as with other HFC refrigerants, is only compatible with POE oils. • Vacuum pumps will not remove moisture from oil. • Do not use liquid line filter-driers with rated working pressures less than 600 psig. • Do not install a suction line filter-drier in liquid line. • POE oils absorb moisture rapidly. Do not expose oil to atmosphere. • POE oils may cause damage to certain plastics and roofing materials. • Wrap all filter-driers and service valves with wet cloth when brazing. • A liquid line filter-drier is required on every unit. • Do not use with an R-22 TXV. • If indoor unit is equipped with an R-22 TXV, it must be changed to an R-410A TXV. • Never open system to atmosphere while it is under a vacuum. • When system must be opened for service, break vacuum with dry nitrogen and replace all filter-driers. • Do not vent R-410A into the atmosphere. • Do not use capillary tube indoor coils. • Observe all WARNINGS, CAUTIONS, NOTES, and bold text. TRAINING My Learning Center is your central location for professional residential HVAC training resources that help strengthen careers and businesses. We believe in providing high quality learning experiences both online and in the classroom. Please contact us at mylearning aicpusa.com with questions regarding access to My Learning Center. 421 01 5104 04 Specifications subject to change without notice. 13 INSTALLATION INSTRUCTIONS R-410A Split System Air Conditioner NOTES: --------------- ----------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- ----------------------------------------------------------------------------- ------------------------------------------------- ------- ---- -_---- 14 Specifications subject to change without notice. 421 01 5104 04 Copyright 2019 International Comfort Products Lewisburg,TN 37091 USA International Comfort Products Limited Warranty Certificate CONDITIONS: THIS WARRANTY DOES NOT COVER: The Limited Warranty only applies if the following conditions are met: 1. Labor or other costs incurred for diagnosing,repairing, removing, 1. To obtain the longer warranty periods as shown in the table installing,shipping,servicing,or handling of either failed parts,or under original owner, the product must be properly replacement parts,or new units. registered at https://productregistration.icpusa.com within ninety 2. Any product not installed pursuant to any applicable governmental (90)days of original installation. In jurisdictions where warranty minimum efficiency standards. benefits conditioned on registration are prohibited by law, 3. Normal maintenance as outlined in the installation and servicing registration is not required and the longer warranty period shown will apply. instructions or owner's manual including coil cleaning, filter 2. If the original installation date cannot be verified,then the warranty cleaning and/or replacement,and lubrication. period begins ninety (90) days from the date of product 4. Damage or repairs required as a consequence of improper shipping manufacture(as indicated by the model and serial number).Where or handling, faulty installation, misapplication, abuse, improper a product is installed in a newly constructed home, the date of servicing,unauthorized alteration,and/or improper operation. installation is the date the original homeowner purchased the home 5. Failure to start or damages due to voltage conditions,blown fuses, from the builder. open circuit breakers, or the inadequacy, unavailability, or 3. The limited parts warranty period as shown in the table under interruption of electrical,Internet service provider,or mobile device subsequent owner does not require registration. carrier service or your home network. 4. Proof of purchase may be required at time of service. 6. Failure or damage as a result of floods, winds, fires, lightning, 5. The unit must be installed,and warranty work must be performed, accidents,corrosive environments(except for coastal rated units in by a licensed dealer or contractor. coastal environments), rust and wear, or other conditions beyond 6. The unit must be installed in accordance with ICP's installation the control of ICP. instructions and in compliance with local codes. Improper installation may endanger the occupants of the dwelling or damage 7. Parts not supplied or designated by ICP,or damages resulting from the product. their use. 7. The unit must be operated in accordance with ICP's owner's 8. Electricity or fuel costs or increases in electricity or fuel costs from manual provided with each unit.The product must not be misused. any reason whatsoever including additional or unusual use of 8. The unit's rating plate must not be removed or defaced. supplemental electric heat. 9. Proof must be supplied that the equipment has been properly 9. Any special, indirect, or consequential property or commercial maintained over the life of the warranty, i.e., a minimum of damage of any nature whatsoever. Some states do not allow the once-a-year maintenance. exclusion of incidental or consequential damages, so the above 10.The unit must be installed and located in the continental U.S.A., limitation may not apply to you. Alaska,Hawaii,or Canada. 10.Refrigerant or any costs related thereto. 11.Warranties apply only to products installed in their original 11.Any product purchased on the Internet. installation location. 12.Defective parts must be returned to the distributor through a 12.This warranty gives you specific legal rights, and you may also servicing dealer for credit. have other rights which vary from state to state or province to 13.The No Hassle Replacement limited warranty applies only if the province. following conditions are met: a. Claimant is the original purchaser of the product. b.An ICP outdoor unit must be installed in combination with a matching indoor coil,the combination must be certified and listed in the AHRI Unitary Directory of Certified Products (AHRI=Air-Conditioning,Heating,and Refiigeration Institute). c.The matching indoor coil must use a TXV or Piston refrigerant metering device In the USA: d.The supplied filter-drier must be installed per the installation International Comfort Products instructions. 14.All other accessories,including electric heaters used in commercial 650 Heil-Quaker Avenue applications,will have a one(1)year limited warranty from date of P.O.Box 128 installation. Lewisburg,Tennessee 37091 LIMITATIONS OF WARRANTIES—All implied warranties (and (931)270-4100 implied conditions in Canada) including implied warranties or In Canada: conditions of merchantability and fitness for a particular use or purpose are hereby limited in duration to the period for which the International Comfort Products limited warranty is given and applies. Some states or provinces do Division of UTC Canada Corporation not allow limitations on how lon!an implied warranty or condition 6060 Burnside Court,Unit 1 lasts, so this limitation may not apVly to you. The express Mississauga,Ontario LST 2T5 warranties made in this warranty are exclusive and maN not be (905)795-8113 altered, enlarged, or chanced by any distributor, dealer, or other person,whatsoever. Copyright 2019 International Comfort Products Manufacturers of Airquest®,Arcoaire®,Climettee Comfortmaker®, Day&Night", Heil®, ICP Commercial D,Keeprite®,Maratherm®,Tempstar® and other quality brand name private label products. 401 06 4300 19 October 2019 International Comfort Products Limited Warranty Certificate Covered Products: Split System Air Conditioner and Heat Pump Products Smaller than 65,000-Btuh Cooling Capacity (See Chart Below) FOR WARRANTY SERVICE OR REPAIR: • Contact the installer or an International Comfort Products dealer.You may be able to find the installer's name on the equipment or in your Owner's Packet.You can also find an International Comfort Products dealer online at wwwi=isa.com. For additional help,contact: International Comfort Products,Consumer Relations, 1-877-591-8908. Product registration: You can register your product at:his://productregisfratinn.icpusa.com. Fill in the installation date,model and serial number of the unit in the space provided below and retain for your records. Model No. Serial No. Date of Installation Installed by Name of Owner Address of Installation International Comfort Products ("ICP") warrants this product against failure due to defect in materials or workmanship under normal use and maintenance as follows. All warranty periods begin on the date of original installation and are for the duration,in years,listed below. If a part fails due to defect during the applicable warranty period ICP will provide a new or remanufactured part,at ICP's option,to replace the failed defective part at no charge for the part. Alternatively,and at its option,ICP will allow a credit in the amount of the then factory selling price for a new equivalent part toward the retail purchase price of a new ICP product. Except as otherwise stated herein,those are ICP's exclusive obligations under this warranty for a product failure. All warranties in this document are subject to all provisions,conditions,limitations and exclusions listed below and on the reverse of this document. RESIDENTIAL APPLICATIONS This warranty is to the original purchasing owner and subsequent owners only to the extent and as stated in the Warranty Conditions and below.The limited parts warranty period in years for residential applications,depending on the part and the claimant,is as shown in the table below. No Hassle ReplacementTM limited warranty-Available on qualifying models only,see chart below for list of covered models and duration of warranty. Available to original purchaser in owner-occupied single family residential applications only,and is not available to subsequent homeowners. If the compressor or condenser coil fails due to defect during the applicable No Hassle Replacement limited warranty time period,a one-time replacement with a comparable ICP unit will be provided. This unit replacement warranty is in addition to the standard parts warranty. Proof of purchase and installation date will be required. No Hassle Limited Warranty replacements are subject to review and verification by an ICP representative. The remaining balance of the original unit's standard warranty will be transferred to the replacement unit.This limited warranty is subject to all provisions, conditions,limitations and exclusions listed below and on the reverse of this document. Warranty Period in Years Product Family No Hassle Parts(Including Compressor and Coil) Original Owner Original Owner Subsequent Owners CCA7, HCA7,TCA7,CCA9,HCA9,TCA9, CCH6,HCH6,TCH6,CCH9,HCH9,TCH9, 10 5 or 10t 5 CVH8,HVH8,TVH8,CVA9,HVA9,TVA9 CSH5,HSH5,TSH5,CSH6,HSH6,TSH6, CSA6,HSA6,TSA6,CXA6,HXA6,TXA6, 5 5 or 10t 5 CXH5,HXH5,TXH5 CSH4,HSH4,TSH4,CSA5,HSA5,TSA5 3 5 or 10t 5 C4A3,H4A3,T4A3,C4H3,H4H3,T4H3 1 5 or 10t 5 HC4A3,HC4H3,NH4A4,NH4H4 - 5 or 10t 5 N4A3,N4A4,N4A5,N4A6,N4A7, N4113,N4H4,N4116,NXA4,NXA6,NXH5,NXH6, 5 or 10t 5 R4A3,R4A4,R4A5,R4H3,R4H4 Three-Phase Models No Hassle Compressor Parts H4A3,H4H3,N4A3,N4113,HC4A3,HC4113,N4H4 5 1 •. See warranty Conditions on reverse. t. If properly registered within ninety(90)days after original installation,parts are warranted for a period often(10)years to the original purchaser.Otherwise,parts warranty is five(5)years(except in California and Quebec,and other jurisdictions that prohibit warranty benefits conditioned on registration). OTHER APPLICATIONS For all applications other than residential applications,the warranty period is five(5)years on the compressor and one(1)year on all other parts.The warranty is to the original owner only and is not available for subsequent owners. LEGAL REMEDIES -The owner must notify the Company in writing,by certified or registered letter to ICP,Warranty Claims,P.O. Box 4808, Syracuse,New York 13221,of any defect or complaint with the product,stating the defect or complaint and a specific request for repair,replacement, or other correction of the product under warranty,mailed at least thirty(30)days before pursuing any legal rights or remedies. SPLIT SYSTEM AIR CONDITIONER. Outdoor Unit Coils IS TWA Grass clippings, leaves,dirt,dust, lint from clothes dryers,and fall-off from trees can be drawn into coils by movement of the air. Clogged 41 ELECTRICAL SHOCK HAZARD outdoor coils will lower the efficiency of your unit and could cause Failure to turn off electrical power could result in personal injury or damage to the compressor.Clean debris away from the outdoor coils. death. Use a soft bristle brush with light pressure only.Do not damage or bend Turn OFF all electrical power to both the indoor and outdoor units coil fins.Damaged or bent fins may affect unit operation. before performing any maintenance or removing any panels or doors. painted Surfaces There may be more than one electrical disconnect switch. In geographical areas where the water has a high concentration of Air Filter minerals (calcium, iron, sulfur, etc.) it is recommended that lawn Inspect air filters at least monthly and replace or clean as required. sprinklers not be allowed to spray on the unit. Spraying this type of Disposable type filters should be replaced.Reusable type filters may be Water on the unit may result in premature deterioration of the paint finish cleaned by soaking in mild detergent and rinsing with cold water.Install and metal components. filters with the arrows on the side pointing in the direction of air flow. Never use a weather cover over the outdoor unit unless it is a ventilated Dirty air filters are the most common cause of inadequate cooling type or made of breathable fabric that will allow moisture to evaporate performance,and of compressor failures. rapidly.A cover that holds moisture in the unit will cause more rust Condensate Drain build-up and damage than normal exposure to weather. The indoor coil condenses water from the air, and this water must be disposed through an appropriate drain system.During the cooling season check at least monthly for free flow of drainage and clean if necessary. Table 1—Maintenance Checklist Monthly maintenance items and outdoor unit rinsing may be performed by the consumer.All other maintenance items and all service work must be performed by a qualified service technician.Read all Warning labeh Description of Maintenance Recommended Interval Outdoor unit specific: Monthly Annual Clear away debris and vegetation near unit. X Inspect cabinet for damage.Replace components that are damaged or severely rusted. X Inspect electrical disconnect for proper function.Repair or replace as necessary. X Inspect electrical wiring and connections. Tighten loose connections.Inspect and perform functional test of equipment as X needed to ensure proper function.Repair or replace damaged or overheated components and wiring. Check refrigerant system subcooling and/or superheat(system dependent). X Inspect inside of unit.Clean if debris is present. X Inspect condenser coil.Clean if dust,dirt,or debris is present. Rinse unit with fresh water(see Note 2). X Inspect motor and fan for damage.Make sure fan spins freely. X Indoor specific: (for fossil fuel furnaces and accessories,refer to unit specific literature) Inspect,clean,or replace air filter if dirty. X Inspect and dean blower assembly(includes blower housing,wheel,and motor). X Inspect internal and external of cabinet.Clean as needed. X Inspect electrical disconnect for proper function.Repair or replace as necessary. X Inspect electrical components,wiring,and connections.Tighten loose connections.Repair or replace damaged components X and wiring. Inspect evaporator coil.Clean if dust,dirt,or debris is present(see Note 2). X Clean condensate pan.trap,and drain lines(more frequent maintenance may be required in humid climates-consult your local X HVAC dealer). Inspect airflow system(ductwork).Check for leaks and repair as needed. X Notes: 1. The above list may not include all maintenance items.Inspection intervals may vary depending on climate and operating hours.Consult your HVAC dealer about a service contract for seasonal inspections. 2. Do not use harsh chemicals or high pressure water on coils.More frequent rinsing is required for units near a sea coast. 1 C2019 International Comfort Products 650 Heil Quaker Avenue,Lewisburg,TN 37091 Catalog No: 42102 5000 04 Edition Date:08/19 Replaces:42102 5000 03 Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. 2 SPLIT SYSTEM AIR CONDITIONER HOME OWNER'S INFORMATION Our products are designed,tested and built in accordance with US Department of Energy standardized procedures and other standards;however,actual operating results and efficiencies may vary based on manufacturing and supplier tolerances, equipment configuration, operating conditions and installation practices. A Note about Safety What To Do If Your System Does Not Work Any time you see this symbol /N in manuals, instructions and on the Before Requesting a Service Call: unit,be aware of the potential for personal injury.There are three levels I. Check thermostat settings.Make sure to select a temperature below of precaution: the actual room temperature.Make sure the system selector switch DANGER identifies the most serious hazards which will result in severe is in the COOL position. personal injury or death. 2. Inspect your return air filter. Replace a dirty filter or,clean a WARNING signifies hazards that could result in personal injury or reusable type filter. death. 3. Check circuit breakers and/or fuses.Reset breakers or replace fuses CAUTION is used to identify unsafe practices which would result in as necessary. minor personal injury or product and property damage. 4. Inspect the coils and fins on the outdoor unit. Clean away any NOTE is used to highlight suggestions which will result in enhanced obstructions(grass clippings,leaves,dirt,dust,or lint).Check that installation,reliability,or operation. branches,twigs,or other debris are not obstructing the fan blade. I If your system still does not ooerate, contact your servicing dealer, PERSONAL INJURY, DEATH AND/OR PROPERTY Have the Model and Serial Numbers of the indoor and outdoor units DAMAGE HAZARD available and be sure to describe the problem. Failure to follow this warning could result in personal injury,death or Regular Maintenance Requirements property damage. Your system should be regularly inspected by a qualified service Improper installation, adjustment, alteration, service, maintenance, or technician. Many dealers offer this service at a reduced rate with a use can cause explosion, fire, electrical shock, or other conditions service contract.Some service contracts offer additional benefits such as which may cause personal injury or property damage. Consult a parts discounts and no additional charge for"after hours"or emergency qualified installer, service agency, or your distributor or branch for service. Between visits,there are some routine maintenanedo rocedures information or assistance. The qualified installer or service agency you can do to help keep your system operating at peak performance. must use factory-authorized kits or accessories when modifying this product. Operation under Extreme Conditions Read and follow all instructions and warnings,including labels shipped Your air conditioner will run as long as necessary to maintain the indoor with or attached to unit before operating your new air conditioner. temperature selected on your Wall Control or thermostat.Ori extremely hot days,your air conditioner will run for longer periods at q time than Thermostat on moderate days.Your system will also run for longer periods of time under the following conditions: Your air conditioner is controlled by the thermostat mounted on your Frequent opening exterior doors wall. The thermostat is a highly sensitive low voltage device and is . Operating laundry appliances available in several different configurations from different . Taking hot showers manufacturers.The details listed below are typical for most installations. Ask your dealer for more specific information regardin#the model of ' More than the usual number of people present in the home thermostat installed. • More than the normal number of electric lights in use Cooling Mode • Drapes or blinds are open on the sunny side of the home Set the system selector switch to COOL. The air conditioner will run Do Not Operate Below 55°F(13°C) until the actual room temperature is lowered to the point you have Your outdoor unit is not designed to operate-when outdoor temperatures selected. are lower than 55°F(13°C)without modification.If operation below this Temperature Control temperature is required,consult your authorized dealer. Set the temperature selector to your desired room temperature.The air Do Not Block Floor.Wall or Ceiling Vents conditioner will nrn any time the actual room temperature rises above When drapes, furniture, toys or other common ousehold items block the point you have selected. vents,the restricted airflow lessens the system's ciency and life span. Fan Control Sea Coast Coil Maintenance The fan selector switch allows you to run the fan continuously or cycle it Coastal locations require additional maintenance of the outdoor unit due automatically with the cooling system.Set the selector switch to ON for to highly corrosive airborne ocean salt. Although your new system is continuous operation or to AUTO for automatic cycling. For maximum made of galvanized metal and is protected by top-grade paint, we R comfort satisfaction, continuous fan operation throughout the year is suggest washing all exposed surfaces and the outdoor coil-about every 3 recommended(selector switch set to ON). months.Consult your dealer for cleaning intervals and procedures or ask about a service contract for scheduled professional cicanings. A ® DATE(MM/ `O CERTIFICATE OF LIABILITY INSURANCE 09/,3/20222022 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 Kasey-Lynn Murphy NAME: C.Quick Insurance Agency FI NN Ext (845)497-1119 7010 AX No (845)533-1179 13 W.Main Street E-MAIL kaseym@cquickinsurance.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Washingtonville NY 10992 INSURERA: Main Street America 29939 INSURED INSURER B: NGM Insurance Company 14788 Supreme Air Comfort Inc INSURER C: Hartford Insurance Group 76 PERRY AVE INSURER D: INSURER E: PORT CHESTER NY 10573-2922 INSURER F: COVERAGES CERTIFICATE NUMBER: CL226704658 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AUUL bUbill POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MWDD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE Fx]OCCUR PREMISES Ea occurrence $ 500,000 MED EXP(Any one person) $ 10,000 A MPU1425Y 09/10/2022 09/10/2023 PERSONAL&ADVINJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 X JECT ❑LOC PRODUCTS-COMPOPAGG $POLICY ❑ PRO 2,000,000 OTHER: Empl Practices Llab Ins $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 300,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ B OWNED X SCHEDULED B1U1425Y 08/20/2022 08/20/2023 BODILY INJURY(Per accident) $ AUTOS ONLY I� AUTOS Ix HIRED �/ NON-OWNED PROPERTY DAMAGE AUTOS ONLY X AUTOS ONLY Per a ccid ent $ PIP-Additional $ 25,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X SPER TATUTE �RH AND EMPLOYERS'LIABILITY Q ANY PROPRIETOR/PARTNER/EXECUTIVE Y❑ N/A 16WECAAODOF 12/03/2021 12/03/2022 E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? 500,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under 100,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached ff more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street AUTHORIZED REPRESENTATIVERye Brook NY 10573 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD YORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Supreme Air Inc. 914-565-3770 76 Perry Ave Port Chester NY 10573 1c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Numb certain locations in New York State,i.e.,a Wrap-Up Policy) Number of Insured or Social Securi tY Number 821499190 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 Rye Brook Building Department 938 Kings Street 3b.Policy Number of Entity Listed in Box"1 a" Rye Brook NY 10573 16WECAAODOF 3c.Policy effective period 12mai?ml to 12i2ai2022 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partnerslofficers included) QX 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'Ila"for workers' compensation under the New York State Workers'Compensation Law. (To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract Issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named Insured has the coverage as depicted on thls form. Approved by: Kasey Murphy nt name of authorized representative or licensed agent of insurance carrier) Approved by: RNTT- 06/07/2022 (Signature) (Date) Title: Commercial Lines Account Manager Telephone Number of authorized representative or licensed agent of insurance carrier: 845-497-1 1 19 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 '' II Building Permit Check List&Zoning Analysis • Address: 7i �-1-1 U V X��✓a.1,F, �Z�- SBL Zone:� - Use: Z I p Const.Type: Other. Submittal Date: 'k ZZ Revisions Submittal Dates: Applicant: 7�L-o�••-.3�2C-� Nature of Work 2�'n o►-� '2F�-a-- ��l� O o-3 NIc,w S + o Reviews:zBA: A P R - 12022 PB: BOT: Other. ( ( ) FEES:Filing. 7 S•-f s BP: 5�SS •� C/O: Legalization: ( ) (vY APP: Dated. ✓ Notarized SBL: Truss I.D. Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: S* Protection: S/W Mgmt.: Tree Plan.�`Other. ( ) (� SURVEY:Dated: `l Current: Archival• Sealed: Unacceptable: ( ) (�PLANS:Date Stamped Sealed '� Copies: Z Electronic ✓ Other (� ( License: ✓Workers Comp: ✓Liability �mp.Waiver Other. (_,( (..YCODE 753#: (4/ ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A Other. (Jf ( ) 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. ( ( ) 2020 NY State ECCC: N/A: Other. (� ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER C/O DENIAL LETTER: Other. ( ) ( ) Other. GARB mtg.date: approval: 2D 2'Z notes: ( )ZBA mtg.date: approval• notes: ( )PB rntg.date: approval• notes: APPROVLU REQUIRED EXIMNG PROPOSED NOTES APR 2 9 2022 z s k 1-t Date: Cir : FFrQnW Front: Front: S THIS BUILDING MUST BE Ste: 1 S �-t o WITH A P _ Lt 0 TYPE IDENJIt-JUAl ION SIG Main Co v I ti o S 1 S• `3 Ali. Accs.Cov: o Ft.HS : 415 13 LS 9 Sd.H/Sb: 0 PRIOR SOFA: ��346,2 Tot : t 7- 4J "� �063 (OZ(H -7- PCI g. HH6ght/Stories: notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: -3 Z _ r, Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements)x $225.00 x $I 5.00/$1,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Constriction Sq Ft. • New Construction Cost • Building Permit Fee Basement= sq.ft.x$65.00 = $ x$I5.00/$I,000.00 = $ Attached Garage= sq.ft.x$225.00= $ x$I5.00/$I,000.00 = $ I"Fl. = 3 G t sq. ft.x$225.00= $ x$I5.00/$I'000.00= $ Z t� 2"Fl. = sq. ft.x$225.00= $ ZgjZ� ���• x$I5.00/$I,000.00= $ 3rd Fl. = sq. ft.x$225.00= $ x$I5.00/$I'000.00 = $ +1 Fl. = sq. ft.x$225.00= $ x$I5.00/$I'000.00 = $ Totai TT.'-Ft. = < <° l sq. ft. Total Cost= $ 3�3. ��S Total B.P.Fee= $ S S� - Total Amount Paid= $ aa Total Amount Due= $ APR - 12022 � Date: Signed: • BUILDING DEPARTMENT R E " �E VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 APR — 1 2022 J91.4 9 9-06.68_, VILLAGE OF RYE BROOK eo qi• 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: 32 Hillandale Rd Date of Submission: Parcel ID#: 130.77-01-09 Zone: R-25 _ 1410l / M Proposed Improvement(Describe in detail): New 2nd floor and rear addition Add 3 new APPLICANT CHECK LIST:MUST BE COMPLETED BY THE APPLICANT bedrooms (net new), add 2 new baths, new The following items must be submitted to the Building laundry rm and new playroom. New roofing, siding, &trim. Department by the applicant- no exceptions. Property Owner: Scott & Lauren Blnnmhera 1• (X) Completed Application 2. (X)Two (2) sets of sealed plans. (one full size {maximum Address: 32 Hillandale Rd, Rye Brook, NY allowable plan size=36"x 42 and one 11"x17") 3. (X)Two (2) copies of the property survey. Phone# 516-242-9207 4. (X)Two (2) copies of the proposed site plan. Applicant appearing before the Board: -5. (X) One electronic/disc copy of the complete application materials. Evan Sakofsky 6. (X) Filing Fee. Address: 11 Berkley Ln, Rye Brook, NY 7• (X) Any supporting documentation. Phone# 516-314-1385 9. (X) Photographs. Arch itect/Engineer: Evan Sakofsky Architect 10.(X) Samples of finishes/color chart. (a sample board or Phone# model may be presented the night of the meeting) 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. 5l Sworn to before me this Sworn to before me this 304*- day of OA&C�, 20 ZZ— day of F , 20 0? ;t 6(u 'LA� G/'� Signature of Property Owner Signature of Ap cant D c xf-�n --a\QZarn k3�iw� E VAA S�SV-� �rint Name of Property Owner Print Name of Applicant Z' Notary Public Notary Public LAN S L*11366N RON ASANI Notary Poo o/I*w Yo* Notary Public REGISTRATION 001LA642eM Connecticut COMMISSION EXPIRES 02107/202d My Commission Expires Aug 31, 2025 - - - - - - - - ---- S/12/2021 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET,RYE BROOK,NY 10573 ARCHITECTURAL REVIEW BOARD Wednesday,April 20,2022 @ 7:30 PM NAME& TYPE OF MOTION SECOND APPROVED REJECTED APPL.# LOCATION APPLICATION 22 Rocking Horse Install 4'Black Chain-Link Consent 5684 Trail(Leon) Fence&Partial 6'White Agenda Vinyl Fence in Rear Yard 14 Bobbie Lane Install Rooftop Solar Array Consent 5685 (Sorkin) Agenda 114 South Ridge New Tenant Sign Consent 5693 Street(Win Ridge "Madison's Niche" Agenda Realty LLC) 780 King Street Amendment-Change Gas 5134 (Heinberg) Fireplace to Wood Burning, Extend Chimney,Construct Built-in-Barbeque& Eliminate Two Skylights 545 Westchester Refurbish Exterior Steps, 5659 Avenue (Castigba) Railings,New Aluminum Awning,Reface Retaining Wall&Repave Driveway 44 Lawridge Drive Partial Second Story 5686 (Bauer) Addition,Interior& Exterior Renovations,New Front Portico and Steps 28 Wilton Road Legalize Rear Yard Stone 5687 (Servedio) Patio&Retaining Wall 11 Carlton Lane New Pool Coping,New 5688 (Marconi G.de Fencing,New Steps, Arruda) Upgrade Pool Alarms& Reduce Impervious Coverage 32 HiNndale Road Second Floor Addition, 5689 (Bloomberg) Rear Addition,New Siding &Roofing 11 Berkley Lane Refurbish and Expand 5690 (Sakofsky) Existing Deck&New Stone Walk 10 Carlton Lane Rear One Story Addition, 5691 (Shirken) New Rear Deck&Interior Renovation 32 Country Ridge Second Floor Addition& 5692 Drive(Hochfelder) Interior Alterations F%CML SE MR SF fi AC L. I OK 1 EVAN SAKOFSKY ARCHITECT i low WIN room Existing Right Side of • fit pwmw wow Existing Right y y. 1' •' of house. BLOOMBERG RESIDENCE 32 HILLANDALE ROAD RYE ••• 1 � � _ ' fie �. �i'� s �J„a� ��.ti!r���Ft � � •�` may, `9^'��. $• '>f -r'� c' _ 14 611 " R £� 1-1 er h EVAN SAKOFSKY I ARCHITECT 11 BERKLE'r , i i RYF BRO( r • NY 10573 Existing Left Side of house. nz -f ------------- logo = -' Existing Left Side of house. BLOOMBERG RESIDENCE 32 HILLANDALE ROAD RYE BROOK• NY Laura Petersen From: Laura Petersen Sent: Friday, April 29, 2022 11:37 AM To: laurenw.bloomberg@gmail.com Cc: EVAN.SAKOFSKY@GMAIL.COM Subject: Building Permit Application - 32 Hillandale Road Good morning, The building permit application has been approved by the Building Inspector. Before I can issue the building permit the following items must be submitted to our office; ✓1 General contractor's contact name & phone number. ✓�.1 Copy of general contractor's valid Westchester County Home Improvement License. \A General contractor's valid liability insurance (the Village Of Rye Brook must be the � certificate holder) V4• General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) 5. Building permit fee $5,458.00 (due once permit is issued and ready for pick-up) %/6. Contractor must call Dig Safe NY and get a ticket number. Thank you Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Fax(914)939-5801 1 IpetersenOrvebrook.ora 1 N�,V'Qs,tchester go:com Gcorge Lnliincr PLEASE BE ADVISED: County'Executive Count Executiveent of C ncrProtcctiou This receipt document NNill expire 90 days from Departhe date stamped below. Should anyone haN,e any ; ,!Hanes Nhuaan• Davcwr questions regarding the status of a license, please .1.Itn P.Gaccr'm contact the department at the number on the D-i„t% uut:[,.r bottom of this letter. and 0 unn Ser.', RECEIVED WESTCHESTER COUNTY Date: MAY 2 Q 2022 DEPARTMENT OF CONSUMER PROTECTION The Westchester County Consumer Protection Code Article XVI, §863.324 (3) provides that an Applicant for a Horne Improvement License "may commence such business upon filing a license application in accordance with Section 863.314 of this Article". y On the above date the application of �Q 1��o i'i 0_I� __�F� �`�&M� t-L—�- was accepted in for filing by the Westchester County Department of Consumer Protection. Section 863.316 of the Consumer Protection Code allows the Department 90 days to grant or deny a license. Until such time a determination is made, the license application is considered pending. A license number is not issued until a license is granted. Acceptance of this application by the Department does not guarantee issuance of a license. Upon review of the application, supporting documentation and background check, the Department specifically reserves the right to deny this application for any of the reasons set forth in Article XVI of the Westchester County Consumer Protection Code. gepartm_en�tRepresen ative 1 IS Martine Avenue,1(mm 10 ~Whitt•Thins,New York 106411 Teiephom 91 I�!0 a"':i9 F;,� i�I I)fl`1 i l 1,>;:. ti! •: ,tci•�>> :.nr.;con .in,cr 00RE(ME REUSE- ni A,�LN\\. 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"-VV ,' -. y . • �► "dr,Yt �. � 't5'/.,G yf'.'' y �i4 , MMIDDIYYYY AC CERTIFICATE OF LIABILITY INSURANCE DA05/24/20 2 ) 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 be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: CT AJC Insurance Agency PHONE o x A/C No: 860 529-2182 1850 Silas Deane Hway E-MAIL ADDRESS: PRODUCER CUSTOMER Rocky Hill CT 06067 INSURER(S)AFFORDING COVERAGE NAIL N INSURED INSURER A:UTICA FIRST INSURANCE COMPANY 15326 LUCIANO PERINOTO INSURER B:HARTFORD UNDERWRITERS INS.CO. 30104 PERINOTO HOME IMPROVEMENT LLC INSURER C: 20 MAPLE RIDGE ROAD INSURER D: TRUMBULL CT 06611 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. INSRPOLICY EFF POLICY EXP LTR TYPE OF INSURANCE ADDL wvo UBR POLICY NUMBER MMDDIYYYY MM DDYYYY LIMITS A GENERAL LIABILITY 11/07/2021 11-07-2022 EACH OCCURRENCE S _ 1,000,000 DAMAGE TO KENT X COMMERCIAL GENERAL LIABILITY r- F PREMISES Ea occurrence S _ 50,000 CLAIMS-MADE �OCCUR I JC MED EXP(Any one person) 5 5,000 ART 5046626 06 PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: I PRODUCTS-COMP/OP AGG S00,000 X POLICY PEC7 LOC S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S (Ea accident) ANY AUTO F_ BODILY INJURY(Per person) S ALL OWNED AUTOS BODILY INJURY jeer accident) S SCHEDULED AUTOS PROPERTY DAMAGE HIRED AUTOS (Per accident) S NON-OWNED AUTOS S S X UMBRELLA LIAB ( OCCUR 5046626 08 EACH OCCURRENCE S 1,000.00 EXCESS LIAR CLAIMS-MADE I I i AGGREGATE S DEDUCTIBLE S RETENTION $ S WORKERS COMPENSATION 09/30/2021 09/30/2022 we STATU- oTH- B AND EMPLOYERS'LIABILITY NC LIMITS ER ANY PROPRIETORIPARTNER/EXECUTIVE - NIA 6S60UB-4N64529-8-19 E.L.EACH ACCIDENT S 1,000,000 OFF,CER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE 5 1,000,000 If yes.describe under E.L.DISEASE-POLICY LIMIT I S 500,000 F F DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CONTRACTOR CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE The Village of Rye Brook POLICY P VIs1oNs^ 938 King Street AUTHORI ED EPRES TATfVE Rye Brook NY 10573 I 1 8-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD Clear All 17--;k*1\- NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE %E211m , ^^^^^^ 471282340 PERINOTO HOME IMPROVEMENT LLC (CT LLC) 22 VITTI ST NEW CANAAN CT 06840 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER PERINOTO HOME IMPROVEMENT LLC THE VILLAGE OF RYE BROOK (CT LLC) 938 KING STREET 22 VITTI ST RYE BROOK NY 10573 NEW CANAAN CT 06840 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2569 700-4 945014 05/13/2022 TO 05/13/2023 5/24/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2569 700-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:I/WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND T �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 212720137 U-26.3 MG ma i I Luciano Perinoto <philuciano@gmail.com> Message from Dig Safely New York, Inc. (DSNY) 1 message UDig NY Exactix <tickets@exactix.udigny.org> Fri, May 13, 2022 at 10:42 AM Reply-To: Dig Safely New York Exactix <tickets@exactix.udigny.org> To: philuciano@gmail.com Ticket: 05132-000-812-00 Type: Regular Previous Ticket: --------------------------------------------------------------------------- State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: HILLANDALE RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------- Locate: WORKING AT THE BACK RIGHT SIDE OF THE HOUSE AT THE BACK OF THE GARAGE NearSt: KING ST Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: ADDITION Estimated Work Complete Date: 05/28/2022 Depth of excavation: 52 INCHES Site dimensions: Length 22 FEET Width 16 FEET Start Date and Time: 05/27/2022 07:00 Must Start By: 06/13/2022 --------------------------------------------------------------------------- Contact Name: LUCIANO PERINOTO Company: PERINOTO HOME IMPROVEMENT LLC Addr1: 22 VITTI ST Addr2: City: NEW CANNON State: CT Zip: 06840 Phone: 914-384-2815 Fax: Email: philuciano@gmail.com Field Contact: LUCIANO PERINOTO Alt Phone: 914-384-2815 Working for: LAUREN BLOOMBERG -------------------------------------------------------------------------- Comments: Lookup Type: PARCEL ---------------------------------------------------------------------------- Members: ALTICE USA 800-262-8600 CONSOLIDATED EDISON COMPANY OF NY 800-762-0592 x3 SUEZ WATER WESTCHESTER 800-262-8600 TENNESSEE GAS PIPELINE COMPANY I HUDSON VLY 724-841-6061 VERIZON I VALHALLA WESTCHESTER 855-226-9564 VILLAGE OF RYE BROOK 914-939-0753 WESTCHESTER COUNTY SEWER 914-813-5404 Laura Petersen From: Mike Izzo Sent: Friday, May 13, 2022 10:42 AM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Friday, May 13, 2022 10:41:31 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 05/13/2022 10:40 To: VIL RYE BROOK PRIMARY Transmitted: 05/13/2022 10:41 00004 Ticket: 05132-000-812-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 32 To: Name: HILLANDALE RD Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: WORKING AT THE BACK RIGHT SIDE OF THE HOUSE AT THE BACK OF THE GARAGE NearSt: KING ST Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: ADDITION Estimated Work Complete Date: 05/28/2022 Depth of excavation: 52 INCHES Site dimensions: Length 22 FEET Width 16 FEET Start Date and Time: 05/27/2022 07:00 Must Start By: 06/13/2022 ------------------------------------------------------------------------------ Contact Name: LUCIANO PERINOTO Company: PERINOTO HOME IMPROVEMENT LLC Addr1: 22 VITTI ST Addr2: City: NEW CANNON State: CT Zip: 06840 Phone: 914-384-2815 Fax: Email: philuciano@gmail.com Field Contact: LUCIANO PERINOTO i • Alt Phone: 914-384-2815 Working for: LAUREN BLOOMBERG ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER TEN GAS-HDS VLY VIL RYE BROOK WESTCHESTER CTY SWR 2 Certifications on this boundary survey map signify that the map was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors, Inc. The certification is limited to persons for whom the boundary survey map is prepared, to the title company, to the governmental agency, and SUBJECT TO ANY EASEMENTS AND/OR SUBSURFACE to the lending institution listed on this boundary survey map. STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE Any alteration or addition to this survey is a violation of SECTION 7209 of the NEW YORK STATE EDUCATION LAW, except as PREMISES AT THE TIME OF THE SURVEY per SUBDIVISION 2. All certifications hereon are valid for this map and copies thereof only if said map or copies bear the inked or impressed seal of the surveyor whose original signature appears hereon. SUBJECT TO COVENANTS, EASEMENTS, RESTRICTIONS, CONDITIONS AND AGREEMENTS OF RECORD UNDERGROUND UTILITIES SHOWN HEREON BASED ON UTILITY EVIDENCE VISIBLE AT GROUND SURFACE AND ARE SUBJECT 1 TO FIELD VERIFICATION BY EXCAVATION I 1 UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR ti REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES 1 ti WETLANDS IF ANY ARE NOT SHOWN I I � / n f ti r I �- n/f ti Minnitte r Schiz -' I Ad oiners Drive S 5758'00" E - N 364.39' 0.5' 0 4.4 0.9' a. O� NEB'Deck � AD Wo 104.3 � 11 �C,O w �. 3 o o CD Basement n f v Entrance Oct Hoff II (D ! o v O La O; Paved Drive O O Covered N Porch o I 450 , n/f N 4&05'50" Ili ; I Lewis I 0.3' IE E VILE a A PR - 12022 6 VILLAGE �O RYE BROOK I BUILDING DBI°ARTMBNT SURVEY OF PROPERTY CERTIMED ONLY TO: PREPARED F O R Scott Michael Bloomberg S C O T T M I C H A E L 84 LA U R E N W H I T N E Y 1 Lauren Whitney Bloomberg B LO O M B E R G as Tenants by the Entirety VILLAGE OF RYE BROOK o EDWARD T. GANNON, P.L.S. TOWN OF RYE, COUNTY OF WESTCHESTER, STATE OF NEW YORK os CERRY IM-1 ROAD N sWOMG GROW. NY 10914 Teachers Federal Credit Union, its successors and/or assigns TAX LOT: SECTION 130.77 — BLOCK 1 — LOT 9 egannoneurve oo.com Benchmark Title Agency, LLC SCALE: — 40 SURVEY DATE: JULY 15, 2020 First American Title Insurance Company AREA; 1.1 ACRES Evan Sakofsky ARCHITECT BLOOMBERG RESIDENCE 14 FILE C E RMIT# 11 Berkley Lane OPYRye Brook-New York 32 HILLANDALE RYE BROOK , NEW YORK SBL# �3p � l _ 10573 516.314.1385 DATE APPR DA P R 2_9Jn2? .... THIS BUILDING MUST BE POSTED _= BUILDING INSP CTOR I age of Rye 8Mak.NY WITH A PERMANENT CONSTRUCTION __- --- ----= TYPE IDENTIFICATION SIGN; LLI PRIOR TO THE -- - _ 3 C i --_-_� i �\ e age o y E ISSUANCE OF G O _ I l i Architectur I R -view Boalyd -----.----•--------- � � ---.--------.- - Date° -- 0 � AS REQUIRED BY IVY STATE LAW. =_=-_ - ____ Approval -+ �__I 1 � - __-___ - ----- - o -�',�-- y ,� - I Chairman Q . II 0 t I� i _- __ I . 1 I i 1 - w w • � -' AS-BUILT/FINAL SURVEYI _ _� -- REQUIRED PRIOR TO �__'_ _... _._._Y--- _. = - =- - .� z FINAL INSPECTION - I. 1 _11 li._-- --- Q W z 0 m GENERAL NOTES CONSTRUCTION&ENERGY CODE NOTES: INSULATION&ENERGY NOTES: PLOT PLAN DRAWING INDEX QJ o N R 1.ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE CONSTRUCTION TYPE: V-B THERMAL PERFORMANCE AND SPECIFICATIONS FOR INDWID AL U PROJECT ADDRESS: 32 HILLANDALE ROAD,RYE BROOK,NY 10573 1= PREVENTION AND BUILDING CODE INCLUDING THE 2020 RESIDENTIAL BUILDING COMPONENTS W CODE OF NEW YORK STATE(2020 RCNYS),THE 2020 ENERGY OCCUPANCY CLASS: R-3(ONE-FAMILY RESIDENCE) SECTION/BLOCKILOT: 130.77-01-09 W CONSERVATION CODE OF NEW YORK STATE(ECCNYS),THE 2020 A EXTERIOR STUD WALLS:R-22 OC-SPF IN 2x6 STUD WALLS. Q B. ROOF RAFTERS:T THICK,MIN.R 49 IN 2x10 RAFTERS. W D. BACKSIDES OF RIM BOARDS:5'THICK,R-20 OC-SPF. PLUMBING CODE OF NEW YORK STATE(2020 PCNYS),THE 2017 NATIONAL C. CRAWL SPACE WALLS:MIN.R-10 FOIL FACED RIGID INSULATION a ELECTRIC CODE(NFPA 70-2017),LOCAL HEALTH DEPARTMENT 1. THIS PROJECT IS BEING FILED UNDER THE 2015 NEW YORK STATE �r� ccW p REGULATIONS AND ALL OTHER APPLICABLE REGULATIONS BY CONSTRUCTION CODES. -� y ., � AUTHORITIES HAVING JURISDICTION. 2 THE DESIGN OF THIS PROJECT,TO THE BEST OF THE ARCHITECT E. EXTERIOR HEADERS:FILL REMAINING CAVITY WITH CC-SPF.t R-18 S A.SHOULD THERE BE ANY INFORMATION SUPPLIED ON OR OMITTED FROM KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT,IS IN AT DOUBLE 2x HEADERS. w THE DRAWINGS OR IN THE SPECIFICATIONS THAT INADVERTENTLY DOES COMPLIANCE WITH THE REQUIREMENTS OF THE 2015 ENERGY F. FLOORS OVER UNCONDITIONED SPACE(SEE BUILDING SECTIONS):5' N 32 OCSPF MIN R-DUCTS IN. NOT COMPLY WITH CODE,THE CONTRACTOR SHALL BRING THE MATTER CONSERVATION CODE OF THE STATE OF NEW YORK THICK, aHVAC M NON- TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND RESOLVE IT 3 THE PROJECT SHALL COMPLY WITH THE 2015 ENERGY CONSERVATION G. UPPLY DUCT SVVFtAP.SEAL AND TEST PER CODE.CONDMONED ATTIC SPACE:MIN.R$ ;' , BEFORE ANY CONSTRUCTION AFFECTING THIS MATTER BEGINS CONSTRUCTION CODE PER SECTION 402.1;THE PRESCRIPTIVE METHOD H. PIPING FOR HYDRONIC HEATING SYSTEMS AND HOT WATER SUPPLY. B.SHOULD THE CONTRACTOR KNOWINGLY CONSTRUCT ANYTHING IN OF COMPLIANCE AS NOTED BELOW. •� , �' NUMBER SHEET NAME Ct MIN.R-3 PIPE WRAP. NON-COMPLIANCE WITH ANY CODE WITHOUT CONSULTING BEFORE r''•� .. � c 1- INTERIOR ACOUSTIC INSULATION:PROVIDE WHERE INDICATED ON HAND,THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR MANDATORY PROVISIONS Y PLANS AND SECTIONS.PROVIDE 3'THICK BLANKET IN STUD WALLS. •�' .,. ( T-1 TITLE SHEET&NOTES X CORRECTING THE CONSTRUCTION TO COMPLY WITH ALL LOCAL AND THE PROJECT SHALL COMPLY WITH THE MANDATORY PROVISIONS OF THE 9 - PROVIDE 6"THICK BLANKET IN FLOOR/CEILING CAVITIES. STATE CODES AND AT NO ADDITIONAL COST TO THE OWNER,EVEN IF FOLLOWING SECTIONS. -- - -----THE DRAWINGS OR SPECIFICATIONS CAN BE SHOWN TO CALL OUT G-1 SPECIFICATIONS X NON-COMPLYING SITUATIONS. 401.3 A CERTIFICATE WILL BE PROVIDED ON THE ELECTRICAL PANEL AS INSULATION SPECIFICATIONS 8 GENERAL NOTES " ,n 2.SHOULD UNFORESEEN CONDITIONS OR OTHER CAUSES NECESSITATE REQUIRED. - � G-2 SCHEDULES - X ( � ` `7. w CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE PLANS,THE 4021.1 VAPOR RETARDER PROVIDED THROUGH THE USE OF CLOSED 1. OPEN CELL SPRAY FOAM OC.SP�INSULATION:ICYNENE CLASSIC PLUS `) CONTRACTOR SHALL NOTIFY THE ARCHITECT AND SUBMIT HIS DETAILS CELL SPF INSULATION ON RAFTERS AND LAW-PERM PRIMER ON (LD-C-70)OR APPROVED EQUAL WITH MIN R-4.0 PER INCH OF SPRAYED _ G-3 STRUCTURAL NOTES X SHOWING THE PROPOSED METHODS TO ACCOMPLISH THE REQUIRED WALLS THICKNESS j RESULTS.PATCH,REPAIR AND FINISH OF ALL DISTURBED AREAS. 402.12 INSULATION AND FENESTRATION SHALL BE PER THE TABLE 2. CLOSED CELL SPRAY FOAM(CCSPF)INSULATION:JOHNS MANVILLE JM �. Z-1 SITE PLAN&ZONING ANALYSIS X 3.ALL ELECTRICAL,PLUMBING AND H.VAC.WORK SHALL BE DONE OR BELOW. CORBOND III OR APPROVED EQUAL WITH MIN.R-7.0 PER INCH OF E` DIRECTLY SUPERVISED BY SUBCONTRACTORS LICENSED TO WORK IN THE 402.4 AIR-LEAKAGE SHALL BE LIMITED PER SECTIONS R402.4.1 SPRAYED THICKNESS. ( j Z-2 ZONING CALCULATIONS X , STATE. THROUGH R402.4 5. 3. FIBERGLASS INSULATION(FGI):OWENS CORNING PINK NEXT I 4.DIMENSIONS SHOWN ARE FROM STUD TO STUD,EXCEPT WHEN MEASURING 402.4.1.1 THE BUILDING THERMAL ENVELOPE IN THE AREA OF THE GENFIBERGLASS INSULATION OR APPROVED EQUAL. ` A-1 DEMOLITION PLANS&ELEVATIONS X � FROM EXISTING WALLS IN WHICH CASE DIMENSIONS START FROM FINISHED WORK SHALL BE DURABLY SEALED TO LIMIT INFILTRATION 4. INTERIOR ACOUSTIC INSULATION:ROCKWOOL SAFE WSOUND MINERAL I �.� GYPSUM BOARD OR SHEATHING. PER TABLE 402-4.1.1. INSULATION. E PLAN AND SECTIONS g'k WOOL GATT INSULA 10 NO S E S .-�. J j A-2.1 BASEMENT&FOUNDATION CONSTRUCTION PLAN X 5 VERIFY ALL DIMENSIONS IN THE FIELD.DISCREPANCIES BETWEEN ACTUAL 40243 FENESTRATION SHALL MEET AIR LEAKAGE REQUIREMENTS. FOR LOCATIONS TO RECEIVE ACOUSTIC INSULATION. _ ✓ 17� 03 7 SO CONDITIONS AND DRAWINGS AND/OR SPECIFICATIONS SHALL BE REPORTED 402A.5 RECESSED LIGHTING SHALL MEET THE REQUIREMENTS. 5. DUCT WRAP'JOHNS MANVILLE MICROLITE VINYL FIBERGLASS DUCT A-2.2 FIRST FLOOR CONSTRUCTION PLAN X TO THE ARCHITECT IN WRITING FOR CLARIFICATION.WORK SHALL NOT 403.1 CONTROLS.AT LEAST ONE THERMOSTAT SHALL BE PROVIDED WRAP INSULATION,OR EQUAL,WITH MIN.R-8 INSTALLED VALUE. ., .i PROCEED UNTIL SUCH CLARIFICATION HAS BEEN RECEIVED. FOR EACH SEPARATE HEATING AND COOLING SYSTEM. 6. PIPE WRAP:JOHNS MANVILLE MICRO-LOK FIBERGLASS PIPE INSULATION .•• A-2.3 SECOND FLOOR CONSTRUCTION PLAN X 6 INSPECT THE PREMISES AND VIEW THE EXISTING CONDITIONS TO VERIFY 403.3.2 DUCTS SHALL BE SEALED. OR EQUAL.MIN R-3 AT OPERATING TEMPERATURE. ALL CONDITIONS,SIZES AND OUANTTIIES PLANS ARE FURNISHED TO 403.3.3 DUCTS SHALL BE TESTED PER THIS SECTION. 7. SPF FLAMMABILITY:SPF MUST MEET ICC-ES ACC377 APPENDIX X K. I A 2.4 ROOF CONSTRUCTION PLAN X INDICATE THE SCOPE OF THE INTENDED CONTRACT WORK EXISTING 40335 BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR MODIFIED NFPA 286 TESTS FOR FLAMMABILITY. / r - PERMIT CONDITIONS WHICH MIGHT PRECLUDE OR INTERFERE WITH THE PROPOSED PLENUMS. 8. ADDED THERMAL IGNITION BARRIER:ALL SPRAY FOAM WITHIN ATTICS WORK AS DRAWN OR SPECIFIED SHALL BE BROUGHT TO THE ATTENTION OF 4034 MECHANICAL SYSTEM PIPING CARRYING FLUIDS ABOVE 105"F OR AND CRAWLSPACES SHALL HAVE THERMALJIGNITION BARRIER AS J \\�f e A-3.1 EXTERIOR ELEVATIONS X THE ARCHITECT AND OWNER FOR RESOLVING.RELOCATIONS MUST BE BELOW 55'F SHALL BE INSULATED TO A MINUMUM OF R-3. REQUIRED BY CODE.IN UNFINISHED ATTICS AND OTHER SPACES WHERE ` ,,, E ISSUED DATE: CHECKED TO VERIFY THEIR FEASIBILITY IN ACCORDANCE WITH THE NEW 4036 OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC INSULATION IS LEFT EXPOSED,PROVIDE INTUMESCENT PAINT THERMAL A-3.2 EXTERIOR ELEVATIONS X REQUIREMENTS. GRAVITY DAMPERS BARRIER IN FINISHED ATTICS,PROVIDE YZ"PAINTED GYPSUM BOARD. 3.21.2022 7.WRITTEN DIMENSIONS ON THE DRAWINGS SHALL HAVE PRECEDENCE OVER 4037 NEW OR REPLACEMENT HEATING AND COOLING EQUIPMENT 9. RIGID INSULATION BOARD:JOHNS MANVILLE AP FOIL-FACED POLYISO { A-4.1 BUILDING SECTIONS&DETAILS X SCALED DIMENSIONS.VERIFY ALL DIMENSIONS AND CONDITIONS SHALL MEET MINIMUM EFFICIENCY REQUIREMENTS. INSULATION BOARDS,R-6 PER INCH,OR EQUAL. *NOT TO SCALE REVISION DATE: REVISION NO.: INDICATED ON THESE DRAWINGS. 4041 AT LEAST 90%OF PERMANENTLY INSTALLED LAMPS OR FOCTURES 10. MATERIAL INSTALLATION:INSTALL MATERIALS AND SYSTEMS IN A-4.2 DETAILS X 8_ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION SHALL BE HIGH-EFFICACY ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTIONS AND SUBMITTALS.INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION E-1 FIRST FLOOR ELECTRICAL&LIGHTING PLAN X MIS-ALIGNMENT ACCORDING TO APPLICABLE CODES,STANDARDS AND WITH ADJACENT CONSTRUCTION.COORDINATE WITH WORK OF OTHER GOOD PRACTICE M.E.P.DESIGN/BUILD NOTES SECTIONS E-2 SECOND FLOOR ELECTRICAL&LIGHTING PLAN X 9 MANDATORY INSPECTIONS'MANDATORY INSPECTIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION 1.THE FOLLOWING ITEMS SHALL BE COMPLETED BY THE CONTRACTOR AS VISIT THE PROJECT SITE TO INSPECT THE SCOPE OF THE WORK IN DESIGN/BUILD ITEMS THE CONTRACTOR SHALL SPECIFY,SIZE,AND RELATION TO THE EXISTING CONDITIONS LAYOUT NECESSARY EQUIPMENT AND FIXTURES AS REQUIRED FOR A 10 VENTILATION-PROVIDE VENTILATION IN CONFORMANCE WITH THE STATE COMPLETE SYSTEM SUBJECT TO APPROVAL OF THE OWNER CLIMATIC AND GEOGRAP►11C DESIGN CRITERIA BUILDING CODE 2DISPC TABLE Ra012(l) r..._ �, �-_ , TITLE SHEET& 11.SMOKE DETECTORS SHALL BE MOUNTED AND PLACED IN ACCORDANCE A HVAC SYSTEMS REFER TO FLOOR PLAN FOR GENERAL LOCATIONS FOR WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN I / I_J GENERAL NOTES WITH NFPA 72,STANDARD FOR INSTALLATION AND MAINTENANCE AND USE GROUND HVAC EQUIPMENT SYSTEMS SHALL BE EXPANDED OR MODIFIED AS SPEED DESIGN FLOOD SNOW LOAD FROST LINE TERMITE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL y OF HOUSEHOLD FIRE WARNING EQUIPMENT AND IN ACCORDANCE WITH REQUIRED TO ACCOMMODATE NEW LAYOUT. (MPH) CATEGORY WEATHERING DEPTH TEMP REQUIRED INDEX TEMP STATE BUILDING AND FIRE CODES A A PROVIDE HVAC SUITABLE TO MAINTAIN A 72 DEGREE INTERIOR 12 ALL PLUMBING WORK SHALL CONFORM TO THE STATE PLUMBING CODE, 20 PSF 115 MPH C SEVERE 42• MOD TO HVY T F YES LOCAL <1500 50•F TEMPERATURE WHEN THE EXTERIOR TEMPERATURE IS BETWEEN 0 ALL ELECTRICAL WORK SHALL CONFORM TO NATIONAL ELECTRICAL CODE, AND 90 DEGREES FAHRENHEIT AND ALL HEATING AND VENTILATING WORK SHALL COMPLY WITH AMERICAN SOCIETY OF HEATING,REFRIGERATING AND AIR-CONDITIONING ENGINEERS A B NEW FIRST FLOOR SPACES TO BE SERVED BY EXPANDED/MODIFIED PRESCRIPTIVE INSULATION&FENESTRATION COMPLIANCE APR 1 2022 EXISTING HEATING&COOLING SYSTEMS (ASHRAE)STANDARDS. AC NEW SECOND FLOOR SPACES TO BE SERVED BY NEW MIN 16 SEER19 PRESCRIPTIVE REQUIREMENTS PER TABLE R402.12 R4033.1 R403.5.3 13.PROVIDE CARBON MONOXIDE DETECTORS WITHIN 15'OF SLEEPING AREAS CLIMATE ZONE HSPF HEAT PUMP HEATING&COOLING SYSTEM. GLAZED WOOD MASS BASEMENT DUCTS DUCTS, HOT AND ADJACENT TO THE GARAGE FENESTRATION SKYLIGHT CEILING FLOOR SLAB CRAWLSPACE GREATER 14.THE TERM'PROVIDE'MEANS TO'FURNISH'AND'INSTALL'. AD EQUIPMENT SHALL BE SLZED ACCORDING TO AIR CONDITIONING 4A U-FACTOR U-FACTOR FENESTRATION R-VALUE FRAME WALL R-VALUE WALL R-VALUE R-VALUE LESS THAN THAN OR WATER 15.THE TERM'FURNISH'MEANS TO SUPPY REQUIRED COMPONENTS AND CONTRACTORS OF AMERICASBUILDING (ACCA)MANUAL J AND SECTION SHGc R VALUE R-VALUE R-VALUE 3 0 EQUAL To r 0 PIPE VILLAGE O F RYE BROOK DELIVER TO PROJECT SITE. M1401.3 OF THE STATE BUILDING CODE.RULE-OF-THUMB METHODS 20 OR R�IN ATTICS R-8IN ATTICS 16.THE TERM INSTALL'MEANS TO INSTALL ALL REQUIRED ITEMS SHALL NOT BE USED. REQUIRED 0.32 0.55 0.40 49 13+5 B/13 19 t 0/t3 to,2 ft 10/13 IR-42 OTHER R•6 OTHER R 3 BUILDING 1 1 I 1 D I,y�P'� D E PA RT�/)E N�B.ELECTRICAL SYSTEMS.REFER TO ELECTRICAL PLANS FOR GENERAL R-22 R t0 R�IN ATTICS R-8IN ArnCS p v (,,, )y V i�J d LAYOUT OF FIXTURES AND SWITCHING PROVIDE OUTLETS PER CODE PROVIDED U 5 0 32 WA U 5 0.40 R-49 R-22 WA R-32 N/A N/A CONnNuous I OTHER R�OTHER R- C.PLUMBING SYSTEMS REFER TO FLOOR PLANS FOR GENERAL LOCATION OF PLUMBING FIXTURES • COMPLETELYICTS LOCATED COMPLETELY wsmE THE BUI DM TI'�ENVELOPE AFE NOT REOVGi TO BE INSULATED 01 OF 17 The following pcifications are made in general form and not Demolition-Provide ell labor,materials and equipment to perform the 03 300-Cast-In-Place Concrete Division 04 000-Masonry 05 100-Structural Metal Framing valley metal Fasten ell edges with large headed gelver iced nails on 6' fastened Meth appropriate nails,staples or glue Check specific (minimum)copper pipes,located below frost Ine From the meter to the Evan Sa kofs ky all sections or materials pertain to this project In the ease of required demolition of existing pavement no longer needed for access a Footings-Center all footngs on wails,pers,or columns above unless Fabrication and erection of structural steel shall conform to the American centers L•ay courses parallel Math eaves Do not stretch courses manuufacburees rec«.rmendabons building,install 1 5'supply water lines Use 1/2',314'mnimum ines from arks abandoned utilities and stnuures which interfere with the 04 OSO-Bask Masonry Materials and Methods su Imes to each plumb fixture as uired Al water heaters and eotHliet betweon the spe�u:ation On this page and P n9 otherwise noted All footings ShhaA rest on undisturbed hmgn sal wnfi Institute of Steel CoreWcOxn,'Manmpl of Steel ConsWcbon,Load and PDIY n9 tell specifications found elsewhere in this drawing set,the proposed costruWon When required istall than ink fencing around minimum sal bearing allowable of 2000 psf,tested for 95 percar I Masonry Mortaring-Mons shall be Type'M'or'S'in accedence with Resistance Factor Design' 07 200-Thermal Protection Unfinished:Acdrmate flowing to condNoned space a minimum of seven hose bobs install a minimum 3/4'pipe From water heater install 3/4%1' A R C H I T E C T specifications shown on the drawings shall take precedence. the area d demotion work Prated ail adlecent areas not to be comdpaction,or 3/4'stone compacted in 12•lift to 95 percent density of fat ASTM C270,2500 psi Grout shall be n accordance with ASTM C270, Provde insulation per the draMnngs All plumbrg chases n interior a wrals days pxior lo installation Wood Loonrg shall be tOrhgue and groove Pipe to each room w+th branches to toitures as desonbed above Finings demolishhed Remove all debris f om job site before co strudron begins ins required Footings at building perimeter shad be a miiimurn of 42-below Type M•2500 psi concrete using pea gravel for coarse aggregate with a Steel deck units and accessories shall be fabricated from steel sheet frost line constructed of 3000 psi concrete Provide 3-115 rebar maximum aggregate size of 3/8•and an 8'minimum to 11'maximum conforming to astm o653 sq grade 40.with mncmum yield pant d 40ksi atte De insulated wnih Roxul Safe'MSourd insulation for sand f onflat s n.th s r fa z 2 1less not random lengths with true square edge pall be wrought capper•soldered with 95.5 solder end tcheon flux Use atenuabon for a flat smooth dtrface unless noted otherwise Use 2'barbed fasteners��'��R1e edustable brass P-traps wnfi waB escutcheons at all Division 00 000.Procurement and Contracting Requirements. Remedlatbn (reinforcing steel)continuous through footers urdess otherwise noted slump Mortar joints shag be 3/8•thick,finished to produce a concave, d approved staples for instaling plank or strip flooring After a minimum exposed locations Pax tubing shad be allowed Contractor to abate an hazardous material or substance before nni Pnovdde#5 rebar(reinfowhg steel)comer bars al ail comers and flush,beaded,raked form Mortar or grout not used within 2 1/2 hours Provide ad sWdural steel and miscellaneous metal work ncluding Imtels, d 48 hours,sand and finish,using a stain coat and a minimum three coats 00 250-Supplementary instructions to Bidders consblJCbon Contrae�shad contract Math a property licensed ands u lersedrons of footngs,beams and walls Each side should overlap 7-W'after mndng shall nd be used n masonry work In hot weather add water fetch plates,and at support members,complete with required bracing, 07 300-Shingles,Roof Tiles and Roof Coverage d polyurethane Provide shiul-oft valves at sinks,toilets water heater and over fixtures as 11 Berkle Lane Site visitabon prior to subrmit ing a bid price for the work the contractor qualified hazardous material contractor *11h a 90 degree bend Footings shag bear on undisturbed sat and kept as needed to supplement evaporation losses In odd weather,when air welds,washers,nuts,shirrs,anchor bolts.base plates,bearing plates Asphalt Shingles Provide Caimposkte/Asphait shingles per required Test all pipes under 100 lbs pressure per building code Y fret from ground water Underneath load-bearing wails and interior or temperatures range between 32 degrees and 40 degrees Fahrenheit.heat manufacturer's recommendations over undertaymenl as specified can requirements Rye Brook•New York shall visit the site and verify all conditions n the contract documents and exterior column footings,Chicken slabs within a V radus to 121hidc mixing water or aggregate to between 70 degrees and 160 degrees All steel details and connections shall be n accordance wrth the drawings 09 7000-Wall Finishes inform the arc itect d any discrepancy prior to execution d the work. 02 300-Earthwork Fahrenheit maximum When air temperature is below 32 degrees requirements of the latest AISC speoficabonns and latest revisions Walls shall be dean and free d defends such as cracks or unfinished joints 10573 00500-Certificates Shorin and U inni Fahrenheit heat both the missing water and aggregate to between 70 Provide all requrred anchor bolts,bearing dates and metal bes required by State Shin les.A I slate shalt be hard,dense,sound rock,macfnne prior to installation of wall finishes If mlciew s evident mildew must be Waste Drainage-Instal sewage dean-art at the end of each horizontal g nderp rig-Existing footings,tokindabors,pile caps, Slab Foundatlorka-Concrete floor stabs(other than garage a exterior �es end 160 degrees Fahrenheit maximum Mortar colas to be standard pactice and as noted below 9 removed and surface property boated to inhibit further mildew growth drainage rim and every 100 feet per building code requirements Vents grade beams,retaining walls or pavement which may be affected by slabs)shag be constructed of 3000 psi concrete.garage slabs and exterior punched for two nails each All exposed comers shall be practically rue shall be installed throe out bi All bonding and insurance requirements shell be coordinated with the selected by fie Archrted gh Plum rig roof C o c end connected waft fie 516•314-1385 Owner prior to Deg+nring constnubon Contractor steal eddrbormagy assure excavation operations Shag be sthored or underpinned adequately or gabs shell be axmstnuued of 3500 psi concrete,4'Ihidc teikforoed Meth 10 All structural metal for beams shall be m accordance with ASTM A992-50 Plo broken oortmers on covered ends wtvch sacrifice raring strength or fie vertical stacks and vented through the roof Check with local budding node the Architect and its corsuitantr Provide Arrsvtea with ACORn insurance otherwise protected against settlement and shall be protected agamst gauge 6'x 6'welded-wire mesh continuous and rebar(reinforcing steel) All stnutural steel for steel colurtns shall comply with ASTM specification laying of watertight rod wall be stowed No broken or cracked slate will be 09 900•Painting and Coating official for speafdc venting requirements lateral movement Provide necessary materials to hold back earth at as per plans Place slabs over well compacted granular fill compacted n Masonry Anchorage and Reinforcing A-53 Grade 8 or A-500 Structural steel columns shall be per drawings used Prepare each surface to receive scheduled work as set forth below certificate prior to shut of construction excavations and as rewired to prevent cave-ns and earth sI s 12 Inch lifts to 95 Brick Ties-Install Are type Water Heater-Provide on a design-build bass Water heaters)shall ough percent density per AASHTO T-180 Proctor,ends 15 and 9a nized sled wire Dndc ties The bride veneer but at a msunum 3-muumum rrskde diameter,tritest noted otherwise vapor bonier U N O Constnubon or eontrd joints shag be provided in must be securely attached to the existing construction Provide one tie for All steel plates shall be n conformance with ASTM A36 Wood Shingles.Install all shingles per the Cedar Shake and Shingle Exterior Painting-Al nail heads shag be set below the surface and have appropriate safety valves,back flow preventers,pressure relief Division 01 000.General Requirements Excavation Support and Protection-Install excavation support systems stabs on grade so that the maximum area between joints shall be 400 sq each 2 213 sq ft d wad area The maximum spacing of ties,either Tubular Steel shag be in conformance with ASTM A500 Grade B Bureau recommendations finnished smooth K mildew a evident the mildew must be removed and valves and dram assemblies Follow manufacturer re for safety preservabon d existing mprovements Design criteria of ft.and the length of that area is not more than twice the width Provide ho izxntally or verbosity,should not exceed 24 inches Thus be spaong Steel pipe shad be can conformance with ASTM A-53,Grade 8 surface treated to inhibit further mildew growth Exterior walls shall 01 100-Additional General Requirements supp rt systems shad consider all loads n a manner which wig allow the s moots steel bowel finish for ad interior slab areas and garage surfaces appies above and below grade receive a primer coat,mid two coats of flat or loss pant P me Steel angles and dmamdd Sha1 be in aonformarkce with ASTM A36 Tlie Roofing.All tite shingle assemblies shall De axnpete wrath eel een^►'9 re-Pn In addition tr the General Conditions Cie follow; conditions shall a safe and expeditous construction of permanent structures without Provide broom fresh texture for ad exterior slabs unless recemng Arvshed Cast Iron shoe be n conformance with ASTM A-48,Class 30.unless required cover.pan,ridge.hip bile,closure ble and accessories Install as the backside,edges and ends of lumber and siding prior to construction PDM movement or settlement of the ground Shoring,including sheet plug, stone or other suface Slope exterior pabo or porch slabs away from Tie Fasteners-Wood Frans-Install corrosion resistant nods to attach otherwise noted specified by ble manufacturer No broken or cracked bole shall be used When staining,pn�prime with the same product as spewfied for the final 15 900-Heating,Ventilating,and Air Conditioning(HVAC) The contractor shall frnsh all labor.materials.tools,equipment shall be furnished and instated as necessary to protect workers.banks. building at 1/8'of drop m elevation for every V-0'in distance At garage fie eonhugated metal bes to wood frame construction The nails should coat Sand aid putty wood surface smooth before fnsh s applied appliances.transportation.handing,etc.To complete.in a work man like adjacent paving,structures and utilities Short brace and sheetin stab,provide positive drainage and taper ip at garagefoverhead door abate at least 1 1i4•into Cie wood studs Welding Electrodes shall be as pemutted by AWS Code D1 0 Instal control systems Zone rooms ec appropriate The location d VeYYlhn9 Y pl Exterior slabs and Surfaces trial be sanded betore each finish la s eppied manner,a shown,called for or reasonabl implied m the ans or shall be removed as excavations are badcfilled,n a manner tc prevent garage slabs shall be air-entrained between 5%and 7%Dori All bolts shoe be in conformance with ASTM A325 and A49p 07 400-Roofing and Siding Panels controls shall be cocont ols re to at ccntitxs with fumislmnngs a uses for total er content All anchor rods shad be in conformance with ASTM F1554 Grade 36 Metal Roof-Install 50 year warranty raised rb or standing seam metal the rooms n which controls ere located n these sPedfic�tians tewang Metal-Corrosion resistant seK tapping metal screws should be used m Palnt/Staln-Prime woof surfaces including faces,edges and ends before Contractor shall review construction document and attach metal wire bes to metal cofslNCbon Screws should roof system with aorh layer fasteners d shown on tween roof gi penetrate at doaunrnts Install e 1 r d firnr}netardant paper betwween roof strucOre instadaluon ARer instedation,apply et Mast one coat of wood primer and Central HVAC E cal provide labor end Pound Concrete Basement Walls-Poured wells shall be constructed of taye q pxrment-l wea shall n a fury nd bu din en veered Excavation-Excavate es required for et oorhstrucbon,utilities.paving end least 1r2 irhCfn into Cie metal SWctrure end metal two poets d Anise pant system des red to meet kcal weather conditions end buidi materials perteiring to cerperktry work as regained in said docurhents and 3000 concrete with labor as shown on drawn K no rebar is shown 9 es sPedced hherein,while complying with ell eppiceble budding codes equptnenl as indicated air as rneoessary Excavation andl be performed � � OS S00-Metal Fabrfcatons so that the area d the site and the area immediately surrounding She site ben ate minimu m.provide 05 rebar(reinfordrg steel)et 12•x 12'on Concrete or Maso as req ired b All permits and inspections shad be dotained by contractor Gimaribe:eel worbrkansn and materials that be and gp retry-Insted ties with lag bolts and expansion shield or Install metal detailing as spoecbfied on construction doaments Instal metal Intartor Palrrttng•Interior pent stains be Benjamin Maze Natua No-VOC as required by epplxable txsldi codes lip guaranteed fora affecting operations at the site wilt be condnuany and effectively center(OC)placed n a vertical d Patch al voids and depressions masonry naffs The fasteners and anchors should be c orosion resatard gates,g iles.ion work.etc to meet al apphoatile building codes.with Wood Skiing-Instal hortSontal sh vertical wand siting as specified in �U N O Ail nail heads anal be set below the surface and finished mihmum period of one year after acceptance by owner,unless otherwise drained Water shall not be permitted to accumulate n the excevabon exceeding 3/8lnch n any direction Provide appropiate waterproofing When nstaing a c ontnuous steel angle it should conform to ASTM A36 appropriate detailing and patterns as shown in consbucbon documerrs axnstruWon dowmmtt.Skdung sna0 be lain fined.straight grain end smooth Joints should be taped and covered with a suitable dryvrat joint indicated The excavation shad be drained by pumping or other satisfactory methods �rri around the exterior perimeter and mstag drainage as specified by sealed at all ends When installing siding horizontally,pints should be Atr condltionlrtg Unit and toe treated i resist at leastn Steil anges for lintels shadd be a Metal shag st smog bust welded together.dearked tnorougha and painted blocked and butt ants caulked or cauealed writh batten stops compared Sand the apadde i rural heads end joint a primer c smooth and HVAC uro s shall total be minimum 13 SEER Thhe s 1a p�enrenl softening d the foundation bottom.undereaeting of footing.or mercers recommermdabons. minimum 1/4'Ifrdc with ail least 3 rich legs wlfi low casts of an anti-rust primer After nstaaat;on,apply en additional j dust well before ptlmhng Iriterior vials shad receive a primer coat end two u) yslem well contain a Damages:for thhe duration of the cwnsti on period.thhe contractor shall concrete pad fox the co denser.power disconnects.condensate drains, other acbas detrimental to proper consbtxtim procedures coat and anti•rust pruner in preparation for finish coats Coats d gal a aemi•gloss peril Surfawes shed be sanded before each assume tun nes>ponsibiity for all damages caused by hiis workers or Concrete Finishing-Repair d surface defects shad begin immediately 07 600-Flashing and Sleet Metal Snish layer s applied ail dstribubon ducts,diffusers and thermostats Central units for air Y subcontractors'workers The contractor shall repair and/or replace an Masonry Atussdxbs conditi or ventilation shall be arts ed So that 8rLow is as direct as Trench' for kin after rermoval d forth a of slab foundation Provide smoohh steel tnsW appropriate Rashi at all oints of ch dormers,wags.vent °grill rig btoken pans.ihckudi lass.et no additional oust te the owner AL in9 dem,.yound utilities systerms end drain Ines steel be Pouch9 Flashing-Fleshing matmafs maybe bobmtrnous membranes•sheet Division 06 000-Wood,Plastics,and Composites � j �'�. a Coad'inale location o return dr unit 9 excavated to the required ai rments and depths The botlors of trowel finishh for ell interior slab areas and garage surfaces Provide broom pipes and other connection points to prevent the Infilbetion of water /� rpenirgs due to Orrstrlydion n exterior walls and roots d the exisUrng 9 finish taidure for a0 exterior slabs Slope exterior patio or porch slabs metals to a o the air p c t Fl a Continuous dashing shall be Irstaeed et Flash' shag be assembled d 16 ounce hen sheet metal Vag tippled Wood-Wood surfaces anal d seeded smooth before rrdef a I..L� trenches steel be graded to severe the rewind sope and shad be tempe0 nn9 coPDer eYs structre shad be carefully protected with temporary closures to prevent away from budding at IhC d drop n elevation for every V4r n distance fie bottormh d the sr space Flashing mush be et or above grade 06100- h Ca eppped Putty areas wifi a wood based cider nwt►ere nails or other detects Q it necessary b provide a fine pipe bed �9 tWt�Y shag be wrapped with 20'wide copper tlashuhg and extend 10'in each n�surface Division 16 000-Electrical Q One entrance d any water.snow or Ice into interior spaces Any damage At garage slab.provide positive dramage and taper 1p at gerageloverhead Flas i rig should be installed at fie heads and sils d all openings and Lumber shell be of live,sound stock and properly dried Pressue treated direction from center-Lne d relic Use 4lwide x 41mi x 10 appear Y to Ii n9 etwee Conntractor shall prude mechanical design on 8n desigrh build basis O from water.snow or roe then be illy repdred by the aorktrador et no cost oleo Patch all voids and depressions exceeQhng 3/8 ihdk in any diredian ��fie air apace is ntemupted Flashing shmocld exte+hd thraugfn the lumber s,ao be used where any lummber shell come into mntrad with Aashsrg between wrel siding end roof aurfeces end step Ilashng betvoreen whartsc ever to the owner The contractor shad be required to verify the existence and location of art face of the brick veneer to forth a drip edge Where the flashing is riot concrete,masonry blodc or sod and when using as support members for masonry and roof surfaces Keep flashing concealed except where PaIWStan-Prime wood surfaces Including faces.edges and ends before 18 200-Electrical Power Q underground utilities All existing uilities shad be marked,identified and amtinuous.such as at heads and sills.the ends shouuld be turned kp porches or balconies Lumber for use et exterior steal have a exposed on vertical surfaced or counter fleshing Isfelation Attef Instelatiwnm tppy et least one poet d wood prirtkdr and Cieanrup:In addition to the normal dean up eadn day.it s exkpeded that d from damage during anutruction Curig-After placement concrete shelf be protected to maintain proper approximately 1 In ch the contractor wli keep the entire premises fee d debris,dsterded moisture and temperature Protection shad ensure that excessive water maxim um 12 percent moisture content Provide adequate Ili sch and two coats d finish pent Surfaces shelf be sanded before each finish layer From electrical meter box,I stall wiring to buadmg Raceways to be material.�, Backill as required for et excavation.Sodded n layers not more than 6 evaporation does nd impstr required strangth or serviceaWrty wf fie Shoring during the co struction process Sbuds and joists cut to instdi is applied buried shag be PVC#2 Plastic EleWhcal co Burt Where per itted by � O in Weep Imoiea-Masahry weep holes,each heating an area of et least 70 uur bin and/or whin shad be neinfaced add code.non-metallic sheathed cable m be used T THW or TFNVN depth and tamper to proper dry density conpfBCbon beddiling element PI 9 9 by ng metal or wood urn shoring ry vity fororg to strengthen member back to odgrrial capacity and 07 7100-Manufactusd Gutbrs and Downspouts Galvanlaed Mew 600 volt irsulabon aondudas shall be used.minimum vitro size ihhan be shall not take tXace until 11oor framing and plywood s rmsieticd. min(01 all in),are required above la In mason ce' oral stnxlurrd rein Workmanship:L s assumed that an work will be performed by workers co structioh Weep holes should be located n the head joints lenm Instiol gutters and downspouts per dens Attach every 7-W on center #12 Aluminum wire small nor be per itted Wiring shad conned Zito meta! who are skilled and experienced in their alley d e Chain d not do l integrity Holes bored steel rid De lager then 1/31he Before applying a finish,remove dirt,oil.grease end other loose parbdes respedrve trades AA nste0atiors Contractor spat excavate te firth,sold bearing tor•ell footings,welts.etc Cold Weather-atit9 enbapated ambient temperature oontfitiais d 35 above the Lashing,end spaced et 16'on center depfi and not doter than 2'tD the tap a bottom of tine'dst (OC)wifi straps entVor fasteners.Alurnrhnrrn ahautd be 25 gauge recessed electrical panel.es shown on oasWcbon documents Electrical J Wash with solvent K rusted.wire brush or sand clean sfmall operate property n a firslicass manner.Wortrrkarsh�stkal conform To local autmoritya requirements and below tine Post Ine degrees F a less.concrete temperature ss1 be maintained above a aluminium copper alien be per plans service shell be rated at the appropriate level d amps.Wnrig from tie to the best trade practices Finished surfaces shag be plumb and level. frozen state until a concrete compressive strength d 500psi has been outside meter box shall be SE cable Provide Arc-fault circuit intenrupters sloe' and bee of 02 500-Utilldea 04 210-Bride Veneer Masonry Wood Species: las Fr-Larch No 2,nor substiWlohs gM irrpertectiahs end sill firmly lo accurate reached Where renhorced concrete s dry air protected from moisture in Doug 07 900•Joint Sealants Stael and from in trolls reviled by node measurements Finished product shall be totally dean and free of Instal necessary utility services.such as electricity,water,gas and al. service,or for plain concrete n al service co ditions.eeidurn chloride Bride shag be placed n a rinming bond with joins finished to produce a Remove an weld concave forth unless noted otherwise Alt is shall be uniform and 3/8 Use s 50 year wart rid himne based cask at high aroundon amel ession h.roun onto ell edges.projection,sharp a ners and coveting materials,loose a foreign materials,etc. sanitary sewerage end support sWctues for power and axnrrnmecathons added m the mixture shah not exceed 2 096 by weigh d txmentitious lo+t Wood Framing areas.such as around cirtne tint,ceramic.end around enamel and welds b e arrnowtin,rournd contour Atrasve/send blast sled and Iron 18 300-Transmisalon and Dbstrbuton Coordinate rewrermerits with local utility providers All ubibes shall be materials For reinforced concrete subject to other service conditions. mch tuck udests otherwise noted Deteirhg,such as soldier courses. yt, Extra charges:wit be allowed ally when authorized In writing by the rowlocks. ens.etc.and bcetuon of brick verheer shell be shiowm n the Floor Framing-Infortnabon below pertains fur aonvenbonal sbdc framing. pre-fabricated tubs end showers For exterior werdows,doer frames, tutees In areas wAmere blasting is not feasible use power deanrg tool Provide and install necessary drowts end breakers for appliances as 7 located underground from street to building,unless otherwise stated calciuum chloride added to the mature shall not exceed 0 50%by weight d if pre-engineered trusses are used follow manufactures guidelines for interior trim,woodwork and other palntable surfaces use a dear or colored Remove dust and send from the surfaces after sand blasting by bnshhing stated m menufacbrefs recommendabans r race buildin code L owner before the charge is ncxrred cemertbboks materials construction documents Wall bes shad be hrl-ripped galvanized#9 Pe th N 9 J till Comekrion Fees pond to a uubi shall be y by a cave with a hgok on the extended to en r,s:allaflon Pressure treated lurmnber shall be used where any lumber shell Latex based ceulk Color that match wand stain a and vaaum deanirg Apply the prime coat as soon as poss+ble after the itY y pied diredl the oMaher geYg leg gage or enclose a fe9 palrit. requiemerits Branch or>rkrtt shall be wired with No 12 gauge wirt with no mark up on the fee come Into contract with concrete,masonry block,roof curbing or roof preparation is complete and before the dew point is reached All surfaces General cleaning:upon completion d construction,the contractor is to gauge horizontal joint nenforoerrerri wire Jont reinforcement shall be Insect GFI kviceits with No 12 gauge care n et wet areas,bathes and Warm Weather-Dunng hot weather.atferition shall be given to bloddng blasted end power-tooMd n one day shell be a>ated on the sane day exterior outets dean the exterior of the stnuture and the site,removi all stains,debris continuous with bun splices between bes permitted Wall tees shag be Division 08 000-Openings at least one coat of alkyd-type enamel primer and two finish coats etc Resulb from consinxtron Thhe contractor shall also dean all interior 02 950-Site Restoration and Rehabilitation ingredients,f oduutron methods,handing,delivering,emperor protection, ADPIY � .. m9 and cuing of concrete to prevent excessive cenaete temperatures a located te support no more than 2 square Met d vial area and spewed a areas of the structure n the areas of new work All glass,inside and out To it Placement and Grad) water a maxi uan 24'on center hoizontely Provide rope wick weep-holes, Gliders:testae girders t pockets l o a n the foundation or th top of 08 200-Wood Doors Q psi rig vapcxation Croat could impair required strength or serviceability of the all ate Thee pocket shhould allow a miromum d 1R'On both sties for Concrete and MieO COati Raceway end Boxes for Electrical Systems-Flexible a rigid conduits, `' shall be completely cleaned spaced approximately 32 inches on center n vertical joins of first course pl Exterior Doom-All exterior doors shall be per plans Math copper pan t>ry ri> couple and nonmmetalbc ducts Install conduit concealed n all Y A three(3�inch cover d topsoil a appropriate sal amendment shall be Cho mein bev or structure drzdation udin orfd Rerydlrhg:contractor sne0 designate a kocatwn on site ant a spread unfomdy over the soli(9 yads per 1000 sill ft)and bled No tthe over all winter dashing end thrwgh wall hashing on all exterior wags Lashings and weather-IgM thresholds Irhstat color appropriate Allow mesorry.axhaete and stua:o fo age at least one month before areas,ezdudng mechanical and dedricat roortns/areas.oorr+edior>s to weather-stripping around ad doors cleaning or appyirg a Mish.Remove dirt grease,loose particles.etc motors and connections to surface cabinets Coordinate instaeation d Z O houlerlin cytcler for colection d rekydable/salvage materials from top six(6')inches d sal Topsod shall be a nat ral,fertile,triable soil, 03 400-Precast Conaete Slits:install sin a sold Y conduit in masonry work Unless indicated otherwise.do not install demolition end oorstruction activities tydcai of produe�ve soli m the viarvty,abteined from natural will drained O4 200-Cormcmto W sorry 91 Pressure treated lumber horizonte�on Where efttaesc«mre has ocarred,wash with a 10%muriabc solution, y Provide all labor,materials and equipment to provide concrete structures famdation if not floor joists are present such as on a e stem walls, rinse thoroughly with dean water and stow to thorough y dry at least one areas Rotobg al areas ndicated on plans and on areas damaged by Concrete Unit Masonry Shall be n accordance with ASTM C90 or C145, 9 re9 Interior Doom Interior doors jambs shag be solid 3/4•Poplar prehung conduct lager than 2 d c inches o conorete stabs.Provide a nr fr m 01 500-Temporary Facilities and Controls construction.to depth of 4%r rno as kilted for on the pleas Erad pxe-east eanCrete arils and aoturetely then provide two call plates Bail holes m siLs tor endhor bolts units u n o,and have case on both sides d the door Casn shall be weds Of B °f � axncrete wver enwnd aonduAs d 2 kridhes Instdl axnduA tree iran dents vrhr stumps,p foreign objects end install in place with hoisting equipment more than adequate for the bads CMU an oom ll how strength,gale N,Type 1,hdbw tore load bearing rig 9 O stones larger tlnan one ahcld diameter.Place topsoil on en areas and � CMU and small have a mirimim nil cwmpression strength d 1900 psi per schedule Fngerioikted jambs sm1 nor be used end bruises Plug ends to pevErit entry of dirt and mosbore Mnimue Temporary Utilities-Contractor to provide and install temporary power te by rotoleing into subsoil completion,units shall be plumb,level and square.true to ire.with► Use Grade N.type 1.specialty shapes load bearing concrete masonry Floor Joists:Space floor jolts on center(OC)per drawings Jests shall Division 10 000-Specialities crossovers Provide Lashing and pitch pockets.making watertight joints for construction site it required Connect to existing power service wit out angles and edges parallel with related building Ines units es specified Standard width d mortar joints for both horizontal and rest on a minimum 1 11r of tearing wood or 3'd masonry K joists are Pocket Doom-Use Johnson hardware Install Into wag as Per where conduits pass through roof or waterproofing membranes.Route al J disrupting local service requirements.Power feeder service characteristics j coverall aP mahufackrer nsbudions Provide necessary hardware as per 10 300-FMpla es and Stoves Saedl Seed when weather cwtnditiors are suiteble All tmewl vddtical dints slaap be 3/8 indk Joints shed have a All mortar a lappet over girder.the rrninarrvm anent of I IS 12'and maximum exposed wwriduxts parallel or perpermdieutar fo building fines./N cttirgs shag be compatible with the service from which it is taken Size.type and ng- only y 03 500-Cast Decks and U nt me tilt a ica ear Lreplaar nisi al.be U.L approved and installed per she be UL approved J seeded tug areas shaft be free d broedMef weeds.Sow seed wtlh Ley CMU plumb wA1h ell oousea ievd using appropriate txxner blocks et overhangs 12'Do not lap et wood I-beams Joists shad be nstatted so manufactrer rcoortnherhdatlons loading shag be per requirements as established by the National Eleetrk Irnstall eemerittious backer-0oard under ceramic tile,marble and stone comers.window and door jambs Re nfacng mesh anal be nsalled in that the end of the sub-floor sheets fail directly an the renter of Oho Lax O Code(NEC)The contractor shall provide rtain service disconnect and mechanical spreaders at the specified rate on a calm day Sow one hhalf fnisnes.Usn hd Nail at each bean one 10d nail on each side over-curets protection at a convenient location In accedence with the the seed n one direction and the other half at right emgfes Seed shml be '� 9e dude lo loos wheels face wL carbide be tree onuses above ell openings end shall extend 3 feet 9 inches j� h� n9 t�cel^8 08 Soo-Windows Chimney and Flue-Top ofChimney shall be located 2'-0•taxer n Fasten raceways seardy t place Firmly fasten whine teat of each M tipped ocular knife and snap upward done fie score Brie Large cutout beyond each sided Mesh amen ca borun d n s Nails spat lice et leest 1 1R'from ends Provide and Install n elevation then point within I(W.Rues shag be U L approved and Atbrg Support every 0 feel NEC.The Contractor shall provide power outlets for corstrvcAon reked lightly into fie sod to a depth d 1/4 rich and rolled with a ruler oPettnB �Y tii'd Course rcess.ary windows end appoprtate hardwrare to any outel.jumktion box,cabinet or 1 cad n not more than 100 use a droWa sew wrifi carbide tipped blade dell masonry unit orals.Cut bkock with a cgrbonrhdnmi saw Use sold operate and lock windows Windows shall be flashed per hhousewrap and nstaled as per maiufa tiers Instrudfons K multiple fl ues are used m operations,with brands wring and distribution boxes lasted as necessary fit'9 pounds per lance fool of tread Keep Ore load-bearing block when required for structural purpose Exterior Walls-All exterior walls shall be constructed with per drawings 3M recom mendabors thhe same diminey chase,an unequal projection or height of flue above the Wiring Devices•Instae receptacles.switches and cover plates as per O end elicit provide Lexdble power cords es required Provde and mitten surface moist by a fine spray anti tie grass shows uniform germination distribution equipment wire ng and cutlets to provide sigle phase branch over the entire area Wherever poor germination occ rs In areas larger Floor nstallation-In"over interior wood or concrete sub-floors Provide sold blocki g at mid-height cr sin weds For exterior comer pots, stack shall be used to safeguard against smoke exiting one flue and c onstn,duon documents and finish scheduled For exterior receptedes than tree(3)square feet,reseed,roll and water es to obtain Ensue sub-floors sound Ensure the subftoor is not Foundation Welts shag be constructed wMh ngs Completely install(3)studs naled together unless using advanced frarrung Per en another. Install necessary ' ��drawl Division 09 000-Finishes terig gnat cover plates When two or mail switches or recePtecMs ere drcuits br power and lighting damaged Replace airy Bose.warped or damaged boards Make certain Where Interior rtitions meet exterior waits.Install 2 studs PtOPer 9ernirmetion bed CMU wLh type'get'rnorter Fill al cols contenng vertical retie to located together,gang with one common faceplate K they camel be sub-floor is dean and flat Exterior grade plywood or hardwood sub-Ibor (fig steel)with 3000 psi Concrete Reinforce masaxy walls with fastened together with blocks approximately one too king One 6lodc is 09 200-Gypsum Board 10 800-Bath Accessories ganged.instal with a minimurn distance between knits.Install all should be at Mast 1 tr4-thick(5/8-mtrimurrk)In order to provide fore N >- Sanitary Facltitbs-Existing facilities shad rid be used Contractor that lid-tipped gefvanized 9 gauge elect•H'wYe busadesigrh masonry placed at the banan.one at the top end curie about cerkter of the studs. rroeprades et wrilhn baseboard,urhless otherwise noted At axurrters, Division 03 000.Concrete tRnctually sold,movemerd free foundation.In addition,the space maxi or Sailors:Nails and sands ahal be a mird an 3/8'and e provide and mantas In a cheat and t anaary coridrbon such between fie joists should tot exceed 16•on center.n any case.fie hwrizontal well rcintrreemerit a rtirrrmrn of every other course,and rebar maxdrhum d 1/2'frwn edges and ends d wallboard and tine heads alien Contractor shall i,aten told paper rills towel bars soap dispensers end locate reoeptedes et 44'on center(OC),above tnisned Loa(AFF)hnstail accor.... dons for tin use of his employees as win comply with laws end 03100-Bask Concrete Materials and Methods maximum allowable concentrated deflection d your sub-aoa may not (f°In�ng sleet)instep roirdbi cis g members as recommended by Roof Deddng-Provide and Istal exterior sheathing of APA rated and be seated slightly below One surface without breaking the paper.Nails other accessories as directed by Ownher. switches al 48'on carrier(OC)above finished Moor(AFF).locate light nVulatios.Temporary fond facilities may consist of portable toilets All con rete work shall be designed on fie basis of'Strength Design'in exceed L)=d fie span Stagger joints.Do nd s sign with plywood max�'cturef•Provide a 24•x 4W minimum access door to crewrspaee code uxrtOMd E posu e 1 plywood panels Sheating shall be metaled shall be spaced not to aceeed r on ceilings or 8'on sidewans.Head switch cover plates 6'from frame d door or owner d well Toilet fact ides shall be kept supplied and dean and n sanitary condition a nce with ACI 332-10'Residential Code Requirements for jtnts Never allow ell far corners d sheets to meet et one point Apply a Bond beams shall be continuous across en joints and grouted solid over a with fie face gain running Sol=the rafters.vertical joints staggered. diameter shall be a nominal 1/4'with the length 1 1R•to penetrate a Tub and Showier Dons RED q until tro corpletion d the work and then shah be removed from the site dry ad mortar or modified t inset to sub-floor per manutacLxees metal lath grout barrier with maximum grout lifts d 4 0 feet wtftW Nails shall be Bd common or 10d box nits spaced 8•apart on the ends minimum of 718•into nailing member.Nails shad meet tin minimum Shower doom shag be c onsWded of tempered saf lass with of I S 500- hti �� �� Upon removal tee site athap be properly dained and graded Structural Concrete•Concrete work shelf be proportioned In accordance reconunondacons.Fasten booker-board sheets with proper nails or dea-ouls Rod ell Sled cads in bond beams for proper density See and Ir apart inside Istell with plywood'hf dips between each pieced g wlfi ACI 301'SpedAuxitlons for StruCtiral Corierete'end ACI 211 1• requirements d ASTM C514 and may include coated,etched treated or exposed edges polishhed and rounded. Provide necessary circuits and wing for light fixtures as listed below Ad Recomrmerhded Praklice for Sd screws every 8'over the errtre surface Keep fieOanars between 3/8' WaUeipoocrg end Damp proofing in Divsion 7 for nwaterprooflrg deddrg,every 48'. enixeter ling sherlxs tp Irgrove withdrawral resstermce.Drywral screws shah be switched es need on u orstrutcion documents Fa axed eding Proportions for Normal Weighit aid 3/4'from sheet edges and 2'in from street comers Provide information shag meet tre minimum requirements of ASTM C1002.Bugb•shaped locations d fixtures.see construction documents and fresh schedules Temporary Banters and Encbentry-The contractor shall provide C�ye• expansion joints where required hheads shag be 0 315•In nominal diameter and conttai n a No 2 Division 11 000-Equipment barriers>a prevent unautwrized entry into axhstrucbon areas and to Sheetnling-Provide end Iistel exterior Sheetining d'�'rated plywood Phllfps Flxttre atbwranc�es eo listed in Contract Doarnents. protect existing(OCR and adjacent properties from damage from 64 400-Stone Masonry panels.For plywood panels,nails shag be 8d common or 10d box;6• driving recess Type W screws are designed for easier fastening In 11 00 00-Equipment constrution operatiots and demolition. Concrete dabs,patios,driveways.vials and oncret(se alien id Counbrt it exte for gr-Fssuw o d pis t are trod and acetic Use Install exterior stone veneer per marnufaduees recommendations open an the edges and 17 apart on fhe studs wood S construclyd d a rmirirtnurrh 3000 b 3fi00 psi eencrete(see IndNldud rmhlitrhtrrn 17 exterior gads plywood positioned across the wood cabinet 18 700-Smoke Detiaetlon Sensors �St Provide mock-up samp e on site for review showing variation d stone apedbcefion sections for exact Psi reWremerits for each section).28 day Sf�ce between plywood at+PPas s not te exceed 16'on enter.Do not 11450-ResidemUal Appilances Instal et least one smoke alarm on every floc d a atrudure(indudrng the � •'' sizes,colors.and mnortar pattern and cola.See construction documents Instal dadrkd or gas appliances as shown on conaWdion dove mom, basement)and outside each sleeping area Smoke alarms ore required In /i, 01 800-Product Rpukements test wifi a 4'rtirirturmn to 6'rtkaxdmum akum+p maodnwrn,dr�ritrained to 5�backer-board with plywood joints Sheet ands and edges must be Subflooriig-3/4'tongue and groove plywood aub•Lwor a Advmntedi K Joints:At gypsum walboard joints insad a 2'strong.cross threaded tape `(,/ for location and detailing of stone veneer provide Lashing where indicated with a cross tensile of 45 bs per lini rd inch.Press a ood AI trhateriaLs shall be installed n strict accordance with fie manufeduaers -896 fro eddftlonal water shall be aufded lo conuete after aknmp test is ��perimder framing.Apply a dry sot morta a modified thirset coiled for In tine plans shall be irmsaaed with screws and approved �t9fi sue•9 Irduudng en venting and guppy reguirerkerh4s per manutaduuers e1 skepirg rooms,ea>ording to fie NFPA 72,Natrona!Fie Alarm Cods® writen specifications or Materefs Institute Standards Ali Items not recorded Cylinders shell be taken from every batch truck end tested for to plyowood per manuaa t urees recommerdatio s.Fasten becker4mard subflow adhesive.Stagger joints a minimum 2 stud spaces.For attic quality tape fimiy onto sheeWng joints and around openings,Imbedded n •a. sheets with proper nails or screws every 8'over fie entire surface.Keep Do rat use frozen materials or materials mated or coated with ice or host mot,instate across an floor joint remernt At aomem end eagles,trstep metal carrher beads es recornrtkeidetlors thlourd tine smoke derma on repings a t;igih on wrals CaTng motunte0 specificaly mentioned fiat are required to make the work complete and compressive strength at 7 and 28 days Concrete should be a mix of high the fastennera betweer►3/8•end 3/4'from sheet ern arc 2'n from shied plywood j�s•• alarms should be Installed at Mast form Ikdhes away from the nearest wan, I� M8 do not build on frozen substrates Comply with cold and hot weather specified by manufacturer If comers are rounded.Instal comer operational shad be Included grade Portland cement,dean send or granular AA and washed gravel or corners Provide expansion pots whhere required construction Retractable Stairs wed-marited alarms should be Installed at least four inches,bet not more crushed atone as coarse te per ACI 530 Maximum to requirermhens contened In ACI 530 1 Do not us admixWres joints.comer es reyuied Spread gypsum wallboard mud re a•tape instal a woof 3olwkde pk/Wowm steer system as shown on construdeorh eggrege eggrega Enpineerad Lcanber-All engineered lumber anal be irnsidled per than 12 Imches away from the ce+l^9 Orin vaulted cerltngs,be ear+e m such aB celdtrrh diortde carmher beads,Hale end screw penetrations and whore a snmorfi hntallation and 8 AI materials.supplies and equipment shall be size shall be kY:All aggregates shad conform to ASTM C33 Gravel menufa to ees recommendations. mount fie alarm d fie highest pant d fie ceiirq Don't install smoke j forage- Wall burtatlatbn-Fassure franrming Is atruduraly t:ound fiomirsl 2'x 4' surface s needed Apply second cent d wattboerd mud after a midmum doamerns Trim o0eriy'►e with eppropr4ate window cesl^9 to match rutaled per manufadmrees reeommendefions and per applicable codes should be well graded and not exceed 1 1/2'In size Water shall rot wood or minirtum 20 metal studs must be fd alemms near windows,outside doors.or duds where drafts night interfere 9su9e atreig DtoDerlY a�'� Mortar-Portend Cement ASTM C 150,T I a II,e T III 24 hours After drying(minimum 48 hours).sand all jwints end other areas iriterlor trim.ConArm size d opining rtheeis bed building codes for attic I^ t and requiremerhb.Material stored on site shad be protected form damage exceed 51/2 gallant for each bag.uuiess sand s very dry Concrete thing and spaced a maximum d 16'on center.In lob and shower enclosures, �e oacepl YDe tneY MI«o-Lam Lumber shall have a minirtum bendig design values(Fb)of to a smooth consistent surface access.Provide appropriate PW string or chdn for aces min fhdr operatrai Do nil paint apdY finch or obstruct amdke alarms ( by moisture.wind,su►,abuse,conditions that conntribute to mold ad be mixed using an approved batch machine or mobile mixer urrti uniform ensure that the frarrtrg is adequate)reinforced at the camera Sheets be used for cold weather construction upon approval by a+driect Provide y Y 2,800 psi and a modulus o elasticity o 1.900,000 psL I.o� mildew,or on other harrrrhl Mods. in color end provkfig a 4'rmklimum fD 6•mmudmum alurr>p maybe tnsteled vertcey a horaaitepy Seas and aneiP ahroets lo samples of wbr for epprovel Provde latex additive Der manufeclurera required sizes and make necessary cut outs Ad joint ends and edges written I strution& Interior Wells:Sheath wags and ceilings with gypsum wallboard.either Division 12 00 00.Furnishings EubsOtutbns-All aubatitrtiahs shag De approved by Architect prior to 03100-Concrete Farming and Accessories must be supported by a structural homing member or added blocking In a a1ll N Beams and Poste shah have a minimum bending design values„ef�ly with kxV�pefel1el tr�•or h oetraddly with long 7 A Provide all labor.materials end end tor fie etion d wet areas.Install a moisture bonier(such as 15 b.Felt)between studs Wall tes shall be horde pied galvanized W1 7 diameter ASTM A 62.with ( ) PSI and a modulus of elasticity of 2.000.000 psi har ii Apply yen 12 3tS0-Courrtartops /\ 03• 1 w+O edges at right angles fro mambera ahe ie of 4,8',9',10' O cuchasing.Arc i tect may reject substitutions for arty reason and wihout the Dian snd or.materi axhade taped fa a► ins Concrete when and badcer•bward.Insterl sheets 1/4'above floor.tub or shower pan ASTM A I SWA 153M,Class S-2 Wan tes shall be located to support no or 17 foot lengt s to al wall surfac s Offset joints between layers at least �er tops shall be provided and InsteOed per construction documents Fasten backer-0oad sheets with proper noes or screws every 8•over the more than 2 square fed d wad area and spaced a maximum 24'on 06 200-Finish Carpentry 10•• and feriafi schedules Canter su►tawem shhell be glued onto 3/4'plywood deposited shalt have a temperature ranging between a minimum d 50 entire surface Keep the fasteners between 3W and 3/4'from sheet u>ermter hatzon and 16'vertical Irste1 edditronal enders wMhin 12' AA architectural trim and Mroodwork span be lib 1 de material suitable 01 700-Execution and Closeout R utremen is degrees Fahrenheit ad a maximum d 90 degrees Fduenheet edgees and 2'in from sheet comers Set fastener heads flush with the t811In Y gra or appropriate substrate as recommended by manufacturer eQ s rface.wihout werdrivfi g Provide expansion joints where required d openings,joints and perimeters Set stone n U bed of mortar with lilt for appropriate Arishes.Wood that will be stand shalt be deer d knots Collings:Apply a single layer of gypsun walboarf across the supports The execution of all work shag be n strict accordance with these head joints U N O Provide rope wick weep•hdes,spaced approximately with concealed joints and fasten with nails or screws OLset joints between layers d least 10' Division 13 00 00.S al Construction ISSUED F = spedLcatians and marxufadurera writen specifxeho>s or Material's Caatrudlon of Forma-Construct wood toms of sound material,and of 32 nches on center n vertical InsbMe Standards Al work not spedLcely mentioned fiat is required to She wired shape and dimensions,constructed body and of sufficient 03 SOO-Grouts and throe wad fiashr am at exterior wed ice over all counter LasNrg 1�center OC)Cei finish shy be ssmohoth ere t3 000-S make fie work complete and operational small be included strength Brace and be the f ems together Make joints and seams Concrete surfaces to receive grout slap be prepared by removing M(Ilvrork-Mdstue content fa interior woodwork shall be 8 10 perwerd to ( ) In9 josekel Cotmstrtuctlon PERMIT mates ht Install lea a c onntrol materials In accordance with defective c ncrete.dirt ell,grease and other n meter to achieve reduce excess shrinking Provide and install Interior wood trim as shown manufachxrMs irste0atxxn imstrnxtions soured,dean wrmaete surfaces Adlhered(thin)SW ins-Instal per marxefaduera written instruduons n cwnstruction daxumonts Fln•Rabd Gypsum Walboard:In garages.around gas water heaters 13150-Swirming Pooh Codes-Construction shhad campy with all applicable national,state and Install flashing over sheathing and behind wethemesisteent sheathing and as required by applicable building codes.Install 5/8'Type'r K applicable,Instan a folly operational i►ground pod system co sistng d ISSUED DATE: local bulking codes paper by fastening tuough sheeting into►remng Install lath over fire rated wallboard.Nails shall be 1 3/4• Chamfered Comem-Thiess otherwise noted.Provide ciamMred Grout Mix Archhtxtaal Woodwork-Provide and instal cutom woodwork as 9YPautm+ long,spaced a maximum pkrnkbing,gunite axxxde shed.valves. end hmeabng ayslerrs,dearic tamers re call tamers Provide not inch and In tonma for eel ep 9�per manufacturers recommendabor>s Use a sheathing paper and breathing layer(see details)to comply with ASTM C described on oxnsbucbon documents Pre-fabricated woodwork should be d 4'on center(OC)around perimeter and 8•on center(OC)n fie Leld d controls,timers and decidng Installation smell comply with all l000k Mossurements-The Contractor shall check and very all dimensions and padded grout that to spread tie grout Over a workable section d file Push 1063 Iutall lath over concrete masonry units to con"with ASTM C specified below the bred. regional,state and national code requi ements.including but nd imited to 3.21.2022 oondibans before jxoreed'ng with wrstrudton Do not scale draawlgs dsmferirg feQul� the grout diagonally across tine joins to face it down info the gaps Grout 1063 Install scratch coat over metal lath 3/8•Croix to comply with ASTM permits,inspections,engineering design,Pumps.Alters.wer er supply. Noted ons bhsons take precedence al the join except those needed to cow for expansion joints specifxaly C 926 Cost backs d stone inns and face of swatch aosVCMU with waste water,pressure tests.water heating equipment electrical systems. Embedded Items-make provisions for sleeves,anchors,inserts, alo g Lxhues.between fie flow and walls.or joints n comers n between cement Paste bond coat then butter both surfaces with setting mate Wood Stairs and Railings-Heights of treads.lengths of risers and Water Resistant Gypsum Waltmwd.Around showers.fibs,wherlsowdsI D�fangs structural foundatio s and pool safety equipment and water-sops and other features wait Expansiah fonts will be sealed with caulk after fie grouting process.Use sufAdent meter ao o slight excess will be foreced out the edges d overal wkHh d stairs shag amply with applicable buid'ng codes or as rewired by appic oW bulk"codes.Install water res d rd drywon See land�9,civil drawings fox pod specifies REVISION DATE: REVISION NO.: Workmanship-Workmanship shell oonkxm to the best and highest Once the appropriate joints are packed w i h gout scrap the excess grout fie stone units as Ihey are set Top units Into place Rake art joints for Headroom shall be a minimum d 6•-8•messued from the front edge of standards d quality In each bade and shore include al items d fabricebon. ngth and in stAfiaant quuanbdes oL fie surface d the tie with the grout Lost hold fie float at a sharp Angie pointing with mortar to depth of no less Ire Rake joirds to undom the tread to a fine pardMl to fie stair run Stair treads shall be constnuted 09 300-Tiling Excavation-Excavate - - consVucbw and Istallation All work shall be completed b skilled Foram ant-Use form ties f rms Pia a ti Pool eras and Provide appropriate bearing surface Y 9 ewey horn fie and ages use diegahal snakes te keep horn digging gout out of the �s with square botans and dean seder.Prepare stone-jovhts d 5/4'lhck lumber.risers shall be constructed d 3/4'finish gads tum.ber.Tik.Marble.Slate steal be appropriate grade end Arish n aocaCanoe on udsLtibed sell or property axmpected base.Sol to have menrnum tradesmen and mecheics Installation of all equipment and materiels shelf fi a aice of o the tams Place ties ie least i irmchk s Clew tp fie excess with a d stringers shell be cooni axed d 2'z12's Glue and nail be n strict accordance with manuhactkxers rrCor'rrrrneations cristhed sutece of Cho anorete Do not use ties coosi d inMstel wire� t�l amp spape and a couple surfaces for patdiig with mote be remove dust end mate Debcles snut,rd star wifi epplkeble buidi aides and owner requirements.Contractor snarl sting n9 n9 bearing cepaody d 2000 pis(.Remove excess dirt and ct lo provide hw loops Leave inner rods n concrete when tams am stripped Space ell buckets of clean wafer.Wipe excess grout off the surface d tic tiles Where setting mortar was removed to depths greater than surrounding stair assembly together Provide and install detailing as shown n property dean all surfaces to be covered and instal appropriaM form ties equidistant and symrnetrtcal and Ine up both vertically and using a dean sponge n circ lar strokes Once the Ole surface Is dean, areas.apply a paminng mortar Pant stone nts b corutruc Lion documents Provide shop dnawngs for at stairs proper elevation and drerrhage d pod deddng and surrounding area away ja y pxlaong and underiaymenl per marwfacturers recommendations.Insteletion should be jaorn�p Cleaning and Waste Management-Construction site to be n a dean horizontally make armotm r pass pamlel to the grout lines to shape Me grout Ines n conpactng panting mortar n layers no mare then 3/8•deep Tod jonts canned out with a sow setting cement adiresive.well mixed per and orderly condition throughout fie conshnuton process Clean ntena the joints Smooth tie joints down a Itte below the surface d the tie when pointing mortar es thunbprmt hard Provide cleaning Division 07 000-Thermal and Moisture Protection manufacturer recommendations spaces prior to the start d finiseh painting and the application of other Clean fie remaining haze oL the surface d the bile wifi a sponge or a soft Cieanouts and Access Panek-Provide removabM deenaut sections a ra n 24 to 48 hours after tie rout has hardened,caulk use a dear Division 15 000-Mechanical cleaned T the conclusion of but notdion,the project shall De property ac ass panels at the bottom of ad tams to 9 9 � Bluestone Patios,Terraces and Walkwa p proofing and Waterproofing Floors:Contractor shall Ill dy dean al surfaces to be covered and dined Ttnis shquld ntude burl not be limited lo,deans Cho interior pertmit inspeCbon and eRedxve tiuhrshower caulk or ale In a color that matches the goal n the seas that ys-Provide Bluestone patios. 0710 00-Dam Contractor Shall provide mechanical design on an design-0kxld basis 9 deans d base dirt debris and water material Chen ell toms and walkways and teraces where shown on drawings Contractor tr supply All is and penetrations n walls.floors.and roofs shad be made install appropriate undedayment per manufacturers recairnendabons and exterior glass,surfaces exposed to view,remove temporary labels. you slowed for yam expansion joints and over joints that may crack p°' S P E C,F t CAT'O N S wrfaces to receive concrete of all d.ps,sawdust,and othher debris and sampea of Wuestone to be used and provide 35C3 sample of stone vraterti M usin ved methods and maaterias Waterproofm rig stains and foreign substances.polish aansparent end Bossy surfeces, because d movement Spedficaly areas bethween Loa tint and cabaret 9 9 aPPro g en0 15 400-Plumbl Cnooughy blow out with compresseed air just before concrete is placed loe4dck:between floor or wag bile and bathtub or shower,between Loa instWisbon on site for approval Bluestone set on concrete shall be set in damp proofing shad be per drawings Walls:Contractor shall properly dean all surfaces to be covered and Plumbing small be a fully operationd tem of hot and cold water vi dace carpeted and sod surface areas,dwep and mop ell tiled 1'tNck and cement bed over concrete slab Bluestone set in sand surfaces,etc Replace idters d aperebrg equipment Clean equ�menl end wad tile;and al tie inside axner where two walls meet Fig the joints D� install appropriate underlayment per manufacturers rewnhmerdabons Provide and install ad piping,sal,veins,drams,sewage removal and ny Concrete Accessories-Provide 1/2•rvck 4' bed shelf be set in 2•sand bed over 4'crushed stone base Joints to be and fixtures to a sarrta condition Clean exterior suck as debut from by vide bituminous cortkpletely then sanoolh them oil wdfi a damp rag a appropriate fa>I Sleb Foundatlons-Install a 15m1 polyethylene vapor bartier m ell slabs. wrater supply systems to conned with eppwpiate water end sewage hand tight 0 to 1/4-maz Provide and install e te insulation around Ai root,gutters,Ixrnddcape areas,drneways end walks,etc Remove ell expansion joint.material al all surtaces where slabs adore rased slab, Caulk around dumbng valves,sinks and teuacls fo seal them from wvaler directly underneath wnci'ete Lap janLs rid less than 12 hncned end tape Thresholds:Install marble,slate,etc thresholds between roortVroorn et �s PpnD9ria PiPkn9 waste and surplus materials exawlspaoe or basement stem-well CMU or poured foundabons penetration Glazed ceramic fie surfaces only require grout jonts to be and seal n accordance with manufacturers guidelines door openings permits and inspections are to be obtained by contractor sealed which will provide an enhanced water and mildew resistant surface 04 500-Masonry Fireplaces 03 200-Concrete Reinforcl Apply a silicone or water-based grout sealer to all joints per manufacturers Install masonry fireplace an poured slab or concrete block base,with art Sewer and Waste PI I D Proteding Irhatalled Constnutbn-Contractor to poled all installed rill Cmwlapace and Basement Walb-Install neoessery waterproofing 09 600-Fborlrg P n9-raenage system shhall be Schedule 40 PVC construction K products or materials cone with a protective coating, Renforcng steel(rebar)shag be mhrumum ASTM A615,grade 60 All recommendations a maxmum d 14 days after grout has been installed cegs filed with 3000 psi concrete Al firebox area install fire brick on all material tem to exterior basement wags and fxndation surfaces,from pipe. contractor shall maintain protecbve coating until construction is complete reinforcement spices shall be as fdtows-its bars 25'minimum,#7 bars sides,and imbed with mortar Allow for water trap in fluue and cast iron � Contractor shall property dean all surfaces fo a covered rind'install a west non All ssembl d ti shell have PVC cement a sate crams Contractor shall replace any items that become detective or dam ed 35'minimum All rebar rein forcin steel shall be located 3'dear from Non•shrink Grout-Li hen concrete surface for maximum damper Install ash dump if freplace is on outside wall or as otherwise a Point s r below the lowest slab a not less than 6'above gnash gtade appropriate ations ay ee a o preparation per ne floo seers joint compound and assembled tight for no leakage Condensate teams all ( 9 ) ghtly roug Install es recommended by manufadxurers guedeines noted a mnimun 5•rewminerdabons See above fur tide and stone Moor specificabors shag be oorsWcted of Schedule 40 PVC Valves shall be Mdwaukee bottom and side d footing and 2•dear from top.Late vertical retow bonding Per manufacturers recommendations Cover concrete areas with peafled Detaiing.such as solder courses.rowtocks,quoins etc shall slotted drain pipe with a positive outflow around exterior basement wed Brand or equal.Budding sewer shall be vitrified day pipe or approved Operation and Maintenance Oats-Contractor to provide Owner with all (renfodng steel)per drawings AI reinforcement splices shag be in prootective waterproof covering until ready to place grout.Align and level be shown n the construction documents See construction docu ments for footings,imbedded In a loose 1g gravel,minimum 12'deep Slotted drain Schedule 40 PVC pipe.Connection to pudic sewer system shall comply Operation mranuals.warranty nfametion end training on use d systems accordance with ACI 318 for•Strength Design.•All reinforcement steel co pohents to be grouted and mantas n fnal position until grout complete fireplace details pipe should be wrapped with an appropriate geo-techniced fabric to Wood Flooring-install a single layer d 15 lib felt vapor bonier between with an local requirements.Caulk joints or provide neoprene gaskets for shalt be accurately placed.rigidly supported.and firmly bed n place with placement Is complete end ac ested install forms for grout around bases prevent sit buildup.install other drains necessary for positive site sued Lour deddng end hardwood floors When Inateing herdwnoodd over a art sewer Ines Pitch shad be a minrmun 1/8•per foot for soil Ines larger bar supp its and spacers n accordance with ACI 301 and ACI 318 and other concrete slab install a layer of 3/4'Plywood as underlayment over 6 mil than 3'diameter and a minimum of 1/4' foot for sod Ines 3'diameter spaces te be grouted The fops ro such coons shalt it one rich Oivlsion OS 000-Metals drainage. th ene Alon wails and permanent objects,Innstall moldin to Der Division 02 000-Site Construction p0hre� 9 9 a tress Ins+late eel interior dralNwase above the solaces to be grouted Place grout n eocadenoe with the piping with ban nscdaliori for 02 200-Site Preparation manufacki era recommendations Pour from one side until 05 000-Metak conceal expansion area sound attenuation.Clay pipes may be used for decorative drainage n Welded Wtre Fabric Relntorclrhg grtul � Fait.On ell roof surfaces install a minimum No 15 asphalt impregnated � Contractor shall follow sal and erosion control plan and Best Management Welded wire fabric shall be 6400x10 and c nform to ASTM A105 and be 9�rises et least she inch above the plate on opposite side or said plate Contractor shag review construction documents and provide labor and rooting felt For roofs that are ste single layer yam Nea travel es of rout base,to ep2 than e t ll pitch use a Practices(BMP)d Aufiorebed Having Jumsdictwrh located in tl>e center of the depth install at slab on grade txinditions. �n � 9 pared et an angM of 60 degrees. rrkateriars pertenirg te metal work es rewired in said documents and as 1� t� Pro-finished:Wood flooring shag be tongue and groove oonnstruction and d felt For rods with less then a 612 instep a doubts I d tell and specified herein,while complying with all applicable building codes overlap a mnmum d 18'Overlap fail a minmum d 4'vertically and 17 true squt�edged for a flat smooth surface Wood flooring can be W�Pik-From public water line,install Type•L'or'K•1 V honzontsey Continue felt 6'up all vertical surfaces and 4'over gutter and I ----— - ---- --- ------—-------- -------- 02 OF 17 DOOR SCHEDULE WINDOW SCHEDULE Evan Sakofsky DOOR LEAF SIZE HARDWARE WINDOW UNIT SIZE MATERIAL FINISH DOOR NO. TYPE LOCATION MANUFACTURER MATERIAL NOTES TAG NO. TYPE STYLE MANUFACTURER NOTES WIDTH HEIGHT THICK SET WIDTH HEIGHT INT EXT INT EXT A R C H I T E C T 101 A ENTRY FOYER 3'-W 6'8- 1 3/' SIMPSON PAINTED DOUGLAS FIR 1 PROVIDE(2)10'SIDELITES A-## A 2'-11 5/1 5'-0 Ye DOUBLE HUNG ANDERSEN 400 SERIES PINE VINYL PAINT VINYL 102 B BATH#4 Z-6' 6'8- 13/.' TRUSTILE PAINTED MDF 2 2'-11 5/e 5'-0'e DOUBLE HUNG 103 B NEW OFFICE 7-6' 6'8- 1 3/4- TRUS71LE PAINTED MDF 2 2'-11 5.e 5'-0'e DOUBLE HUNG 11 Berkley Lane 104 B PLAYROOM Z-6' V-8' 13/a' TRUSTILE PAINTED MDF 3 B## 8 2'-11% 5'-0 7e DOUBLE HUNG ANDERSEN 400 SERIES PINE VINYL PAINT VINYL Rye Brook-New York 105 C PLAYROOM (2)Z-(r 6'-8' 1 3/4* TRUSTILE PAINTED MDF 4 2'-11 5/9 5'-0 7e DOUBLE HUNG 10573 106 C PLAYROOM (2)Z-0' 6%8' 1 3/' TRUSTILE PAINTED MDF 4 C-## C 2'-11 s/e 5'-0?e DOUBLE HUNG ANDERSEN 400 SERIES PINE VINYL PAINT VINYL D-## D Z-0 Ye Z 4 3e CASEMENT ANDERSEN 4W SERIES PINE VINYL PAINT VINYL 516-314•1 W5 201 C UPPER STAIR HALL CLOSET (2)Z4r V-8' 1 3/a' TRUSTILE PAINTED MDF 4 E-## E Z-1 5/e T4 78. DOUBLE HUNG ANDERSEN 400 SERIES PINE VINYL PAINT VINYL 202 B BEDROOM#2 Z-8' V-8' 1 3/t TRUSTILE PAINTED MDF 3 - NOTES- 203 B BEDROOM#2 W I C 2-6' 6'-8' 1 3/' TRUSTILE PAINTED MDF 3 - 2D4 B BATH#2 Z-6' 6'-8' 1 3/' TRUSTILE PAINTED MDF 2 1 0 205 B BEDROOM#5 Z-8' 6'-8' 1 3/a' TRUsnLE PAINTED MDF 3 WINDOW SCHEDULE NOTES: 206 B BEDROOM#5 CLOSET Z-V 6'-8' 1% TRUSTILE PAINTED MDF 3 1 ALL WINDOWS TO INCLUDE-LOW E ARGON INSULATED GLASS,AND 6 PROVIDE TEMPERED UNITS AND FALL PROTECTION WHERE REQUIRED BY 207 B BEDROOM#4 Z-8' V-8' 1 3/' TRUSTILE PAINTED MDF 3 STANDARD HARDWARE(FINAL FINISH T.B D.) CODE AND WHERE DESIGNATED ON PLAN. 2 ALL CASEMENT TYPE WINDOWS SHALL BE CRANK-OUT CASEMENTS 7 PROVIDE DETAILED SHOP DRAWINGS AND CUT SHEETS FOR APPROVAL 208 B BEDROOM#4 W.I.C. Z-6' 9-81 13/a' TRUSTILE PAINTED MDF 3 - 3 ALL WINDOWS SHALL BE OPERABLE UNLESS OTHERWISE NOTED. BY ARCHITECT PRIOR TO ORDERING WINDOWS mill4 OPERATING WINDOWS SHALL INCLUDE INVISIBLE INSECT SCREENS. 8 SEE ELEVATIONS AND PLANS FOR ALL WINDOW DESIGNATIONS. 209 B BEDROOM HALL CLOSET 2'6' 6'8' 1 3/' TRUSTILE PAINTED MDF 3 - 5.QUANTITIES AND SIZES LISTED ARE FOR PRICING ONLY.VERIFY FINAL WINDOWS ARE DENOTED IN PLAN UNLESS NOT VISIBLE IN PLAN,IN 210 B BEDROOM#3 Z-8' 6'-W 1 3/i TRUSTILE PAINTED MDF 3 - QUANTITIES AND SIZES WITH PLANS AND ELEVATIONS AND EXISTING WHICH CASE THEY ARE KEYED ON ELEVATIONS CONDITIONS PRIOR TO ORDERING 9 WINDOWS SHALL MEET ENERGY STAR GUIDELINES FOR NORTHERN 211 B BEDROOM#3 W.I.C. Z-W 6-8' 1 3/' TRUSTILE PAINTED MDF 3 - ZONE 212 B BEDROOM HALL CLOSET Z-W 6'-8' 1 3/' TRUSTILE PAINTED MDF 3 - WINDOW TYPES: Y 213 B BATH#3 Z-17 6'-8' 1 3/' TRUSTILE PAINTED MDF 2 - mill 214 B LAUNDRY RM Z-8' 6'-0' 1,/' TRUSTILE PAINTED MOF 3 - Q DOOR SCHEDULE NOTES I '1 ' a f� i ! Q cl O 1. PROVIDE TEMPERED UNITS WHERE REQUIRED BY CODE. to ap — 2. PROVIDE DETAILED SHOP DRAWINGS AND CUT SHEETS FOR APPROVAL BY ARCHITECT PRIOR TO ORDERING DOORS 3. SEE ELEVATIONS AND PLANS FOR ALL DOOR DESIGNATIONS DOORS ARE DENOTED IN PLAN UNLESS NOT VISIBLE IN PLAN IN �, I i 1 WHICH CASE THEY ARE KEYED ON THE ELEVATIONS. —--- — -— — W 4. EXTERIOR DOORS SHALL MEET ENERGY STAR GUIDELINES FOR NORTHERN ZONE. 5. VERIFY ALL EXISTING DOOR SIZES. �FIN.FLOOR 6. EXTERIOR DOORS SHALL HAVE COPPER PAN FLASHINGS '— — — 7. EXTERIOR DOORS SHALL HAVE WEATHERSTRIPPING A B C w 8. EXTERIOR PATIO DOORS SHALL HAVE SCREENS BY DOOR MANUFACTURER. Z DOOR TYPES: MAGNETIC CATCHES, RECESSED INTO Q HEADER Lu z o NEW INTERIOR CASINGS 1 1 TO MATCH TYP EXSTG O CASING i FlN.FLOOR D E J W _ m A B C 0 _ w m1 N >- DOOR HARDWARE SETS SET FINISH SCHEDULE BRED • HINGES:BALDWIN ESTATE BALL BEARING HINGES,I Yz PAIR PER LEAF;MATCH E XSTG TYP.HINGE FINISH -0 Rn • ENTRY LATCH SET:MORTISED ENTRY SET BY BALDWIN,EMTEK,OR EQUAL FINISH T.B.D. SPACE FLOOR WALLS CEILING DOORS&TRIM NOTES y SET 2 MUD ROOM F-2 W-1 G1 T-1 - • HINGES:BALDWIN ESTATE BALL BEARING HINGES,1 Yz PAIR PER LEAF;MATCH EXSTG TYP.HINGE FINISH BATH#4 F-2 W-2,W-3 G2 T-2 V� • PRIVACY LATCH SET:MATCH EXSTG TYP.LEVERS WITH PRIVACY LOCK;MATCH FINISH NEW OFFICE F-1 W-1 C-1 T-1 - c. SET 3 PLAY ROOM F-1 W-1 G1 T-1 - • HINGES:BALDWIN ESTATE BALL BEARING HINGES,1'Z PAIR PER LEAF;MATCH EXSTG TYP.HINGE FINISH - • PASSAGE LATCH SET:MATCH EXSTG TYP.LEVERS:MATCH FINISH BEDROOM HALL F-1 W-1 C-1 T-1 - cy SET 4 BEDROOM#2 F-1 W-1 G1 T 1 - ' • HINGES:BALDWIN ESTATE BALL BEARING HINGES,1?2 PAIR PER LEAF;MATCH t7CSTG TYP.HINGE FINISH LAUNDRY ROOM F-2 W-1 G1 T-1 • DUMMY SET:MATCH EXSTG TYP.LEVERS;MATCH FINISH BATH#2 F-2 W-2,W-3 G2 T-2 - ` • MAGNETIC CATCH:PRECISION PLS 24 PRO CONCEALED MAGNETIC CATCH,OR EQUAL RECESSED INTO DOOR HEAD BEDROOM#3 F-1 W-1 G1 T-1 - BATH#3 F-2 W-2,W-3 G2 T-2 - O BEDROOM#4 F-1 W-1 G1 T-1 - ISSUED FOR: BEDROOM#5 F-1 W-1 C-1 T-1 - PERMIT FINISH TYPES FLOOR ISSUED DATE: CEILING • F-1:STAINED OAK FLOORING TO MATCH EXISTING __»- 3.21.2022 • F-2:PORCELAIN TILE FLOORING • C-1:FLAT PAINT • C-2:MOLD RESISTANT SATIN PAINT WALLS REVISION DATE: REVISION NO.: DOORS_d�_TRIM • W-1:EGGSHELL PAINT - • W-2:SATIN PAINT • T-1:SATIN PAINT • W-3-PORCELAIN WALL TILE • T-2-SEMI-GLOSS PAINT FINISH SCHEDULE NOTES 1 ALL FINISH MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS'INSTRUCTIONS. 2.FINISHES NOTED ON THIS SCHEDULE AND ELSEWHERE IN DRAWINGS ARE TO BE CONSIDERED AS A BASIS FOR PRICING AND SHALL BE CONFIRMED WITH ARCHITECT AND OWNER PRIOR SCHEDULES TO ORDERING,SUBMIT SAMPLES OF ALL MATERIALS FOR REVIEW BY ARCHITECT AND OWNER. 3.CONTRACTOR SHALL VERIFY THAT ALL WALLS AND OTHER SURFACES HAVE BEEN PROPERLY PREPARED FOR APPLICATION OF FINISH MATERIALS.COMMENCEMENT OF WORK SHALL BE CONSTRUED TO MEAN THAT SURFACE PREPARATION IS ACCEPTABLE AND THAT PAINT AND WALL COVERING WILL BE FINISHED FREE OF BUMPS,DEPRESSIONS AND OTHER DEFICIENCIES. 4.ALL PAINTED SURFACES SHALL RECEIVE A MINIMUM OF ONE COAT OF TINTED PRIMER AND TWO COATS OF FINISH PAINT IN COLOR SELECTED, 5.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FINISHES TO COMPLETION OF ALL WORK AND PROVIDE TOUCH-UP AS REQUIRED. 6.ALL PAINTED WINDOW SILLS SHALL RECEIVE ONE COAT OF MATTE FINISH CLEAR VARNISH PROTECTIVE SEALER. 7.ALL WALLS&CEILINGS SHALL BE FINISHED SMOOTH.ALL EXISTING SURFACES REQUIRING SKIM COAT SHALL RECEIVE SAME.NEW AND EXISTING WALLS SHALL BE INDISTINGUISHABLE. 8 ALL PAINT COLORS ARE TO BE DETERMINED,UNLESS NOTED OTHERWISE. 9,ARCHITECT/OWNER SHALL SUBMIT PAINT COLOR CHOICES TO THE G.C.DURING THE COURSE OF THE WORK. 10.G.C.TO PROVIDE TEST PATCHES OF PAINT ON THE WALL FOR ARCHITECT/OWNER'S APPROVAL PRIOR TO FINISH PAINTING. 11.ALL PAINT SHALL BE BENJAMIN MOORE REGAL SELECT OR APPROVED EQUAL(OR AS OTHERWISE NOTED). 12.ALL TILE AND STONE SURFACES SHALL BE SEALED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. GENERAL STRUCTURAL NOTES POST(S)ABOVE BEARING ON HEADERS OR BEAMS BELOW SHALL HAVE A'BC'POST BASE,TYPICAL g COL.+BLA. Evan Sakofsky Table A-3.4A Rafter and/or Ceiling Joist Top Plate Lateral and Shear Connection Table 3.22F Jack Stud Requirements 11a C 1,a 1 ALL HARDWARE SPECIFIED AS SIMPSON STRONG TIE Requirements-Exposure C (For Headers in Exterior Loadbearing%k'a la) ""' I 2 FOR SLOPED AND SCREWED CONNECTIONS USE LSU/LSSU/LSSUI FACE MOUNT HANGERS (Prescriptive Alternative to Table 3 4) ---..w»_..M-..�. o o POST ABOVE VAR r A R C H I T E C T 3 ALL POSTS SHALL BE SUPPORTED DOWN TO BEARING STRUCTURE TYPICAL POST OF EQUAL _ (SEE PLAN) STRENGTH K«i Load Ground Snow Load p 4 PROVIDE MIN 2 2X10 HEADER WiTH SPACER IN BETWEEN OF RIGID INSULATION U N O AT ALL NEW free second Gust w rid sputa ±" r 30psf 5opaf 7o psf COL.+B BC POST BASE(SEES () n,hl sS 90 too Ito I20 13L I•t0 a Header Width C t MFTR CATALOG FOR �. WINDOWS/DOORS 3- a,s• s 6' r as• s c• r as' s- 6• 3• I.s• s- h SIZING) 5 PROVIDE POSTS UNDER ALL VALLEY RAFTER ENDS,HEADERS,AND RIDGES RaltetlCeding Joist u'a i Heigh Number f Bd Common Neils or 1od Box�latb(Txnalcdl , 3,a, 4-,%t ,-, �•, 4 ,•,, t i 4 , 3, r o 0 11 BerkleyLarge 6 ALL LVLS TO BE UPSET/FLUSH WITH FINISHED CEILING U N 0.OR IN WALL CAVITY sp�e,ng(in) (Q) Required in Cub Rafter and/or Cu'mg Joist to Top Plate Connection`""'' BEAM VARIES IN lleaxliT Healer ,. -•. ,ly.=a I WIDTH/DEPTH Rye Brook-New York 7 USE SIMPSON HEAVY DUTY HANGERS AT ALL FLUSH LVL BEAM CONNECTIONS s 2 , 3 3 3 3----3 -3 -- S„pp„runs Span(ft) NemberoflackStuds R.-quned at Each Fad of the)leader 1g 1�' SEE PLAN 8 ALL CONNECTORS IN PRESSURE TREATED WOOD SHALL BE G185 HOT DIPPED GALVANIZED OR 12 10573 10 2 2 3 3 3 3 4 a 1 I I 1 1 I 1 1 I 1 I h I FROiJT VIEW SIDE VIEW STAINLESS STEEL 8 3 3 3 4 1 4 4 a 1 1 1 1 2 1 1 1 2 1 1 1 2 2 , 1 9 POSTS SUPPORTING BEAMS FROM MORE THAN ONE DIRECTION-PROVIDE SIMPPON CC CAP t6 to 3 3 3 4 4 4 5 s 6 2 1 1 1 2 2 1 1 3 2 2 2 3 2 2 2 DETAIL-TYPICAL COLUMN BASE PLATE DETAIL'TYPICAL POST ABOVE ON HDR./BM.(BC) 516-314•1385 10 ALL FRAMING LUMBER SHALL BE GRADE-STAMPED DOUGLAS FIR LARCH STRUCTURAL GRADE NO 2 24 a 4 4 S 5 5 S 6 6 Roofand x 2 2 2 1 3 2 2 2 3 2 2 2 4 3 3 ± 1 OR BETTER 10 4 4 5 5 5 6 Claims to 3 2 2 2 3 2 2 2 4 3 3 2 5 4 3 3 11 ALL LVLS SHALL BE 1 3/4'WIDE,MINIMUM 1.8 E,U N O PmDcripirve limits m baud on assumptions m Table 3 4 12 3 2 2 4 3 2 2 5 3 3 3 6 4 4 3 COL LC STL t4 4 3 2 2 4 3 3 2 5 4 3 3 7 3 4 4 PLATE TYP. BUTT LINE 12 ALL SHEATHING TO BE APA RATED,EXPOSURE 1 OR ZIP PANELS AS NOTED � Tabulated connection requirements assume a building Located m Exposure C 16 a 3 3 2 s 3 3 3 6 s a 3 v 5 5 1 13 ALL SUBFLOORING TO BE APA RATED PLYTANIUM STURD-1 FLOOR EXPOSURE 1 3/4'MINIMUM ' %%'hcn ceitiea joists are inmtJed parallel to raftus,the sum orthc toenails m the ratter and cahag joist sb3l;equal or exceed the WI TH Y8" 2 1 1 1 1 I 1 1 1 1 I 1 1 2 1 1 I THICKNESS ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING GLUE AND SCREW tabulaied number ofnails required a 2 1 1 1 , 1 1 1 2 2 - 1 1 s 2 MIN.GAP IDLE BEAM----- Y2"MAX. PLYWOOD SUBFLOOR TO FLOOR JOISTS To avoid splAuag,no more than 2 tocmDs shall be iastal,ed in each side of a nRu or a.l:ag joist when fastened o 0 2xa top Roof.Ceding. G 2 2 2 I 3 2 2 2 3 2 2 2 4 3 2 2 � GAP (SEE PLAN) 14 SEE DETAILS ON SHEET S-1 FOR STRUCTURAL CONNECTION DETAILS CONTRACTOR TO PROVIDE plate or 3 toenails in each side when fastened to a 2x6 tap plate. end One 9 3 2 2 2 3 2 2 2 4 3 3 2 5 3 3 3 CONNECTIONS AS SHOWN ON SHEET S-1 U N 0 Center to 4 3 2 2 4 3 3 2 5 3 3 3 6 4 4 3 Table A-3.6A Ridge Tension Strap Connection Requirements for Wind- Bear1ngI-loor '± 4 3 3 2 5 3 3 3 6 4 4 3 7 5 4 4 ,• 15 PROVIDE BLOCKING AT PERIMETER OF ROOF SHEATHING PANEL EDGES PER CODE g P q Ia s 3 3 3 s a 3 3 7 s 4 a s 6 s ♦ � 16 PROVIDE RIDGE TENSION STRAPS AND UPLIFT ANCHORS AT EACH RAFTER Exposure C 16 5 4 3 3 5 4 4 3 8 5 5 4 9 6 5 S 17 PROVIDE UPLIFT CONNECTOR AT EVERY RIDGE BEAM TO POST CONNECTION (Prescriptive Alternattve to Table 3.6) 2 1 1 I 1 1 1 1 1 1 1 1 1 2 1 ► 1 6• 6--sl CC06 X POST CAP 18 PROVIDE CUSTOM HANGAR AT ALL MULTIPLE LVL TO FLTTCH PLATE CONNECTIONS PROVIDE __ _ _- 4 ± 2 2 1 2 2 2 1 2 2 2 1 3 2 2 I PER RIDGE/POST DETAIL-TYPICAL CONT.GIRDER COLUMN CAP ARCHITECT WITH SHOP DRAWING PRIOR TO FABRICATION OF FLITCH PLATE Dead Load Assamptiont:Roof Assembly DL=1 psf Roar.Ceilin 6 3 2 2 2 3 2 2 2 3 2 2 2 a 3 3 2 DIMS (SEE MFTR and one ° 8 4 3 3 2 4 3 3 2 4 3 3 2 5 4 3 3 'ALL INTERRUPTED GIRDER SPANS SHALL PLUTT AT CATALOG) 19. ROOF SHEATHING ATTACHMENT SHALL BE 8d COMMON NAILS OR 10d BOX NAILS AT 6'O C AT Three Second Gust Wind speed(mph) u 90 100 110 _t20 130 140 Ise 10 5 3 3 3 5 3 3 3 S 4 3 3 6 4 4 3 COL C EDGE SUPPORT OF PANELS AND 12.O.C.AT INTERMEDIATE SUPPORTS EXCEPT AT PERIMETER Raef - Span floor RIDGE POST Span ix,v�, 12 6 4 1 3 6 4 a 3 6 4 4 3 8 5 5 1 ( ) Roof Peach Number dad Common Nails or IOd Boot ils m E Fad or t-1H"Strip SEE PLAN ZONES(4 FEET OF PERIMTEA EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF THE ROOF __ (rtl 14 6 4 4 3 7 5 a 4 7 5 5 4 9 6 5 5 COL LC PEAK OR HIP).IN WHICH CASE NAILS SHALL BE AT 6.O C AT INTERMEDIATE SUPPORTS Q ± 2 2 3 3 4 4 s 16 7 5 5 4 7 5 4 8 6 5 4 10 7 6 5 COL.+BNI 20 WALL SHEATHING ATTACHMENT SHALL BE Bd COMMON NAILS OR 1 Od BOX NAILS AT 6'o C AT EDGE ? BUTT LINE WITH 16 ± 2 3 3 1 5 6 i 1 I 1 1 1 I 1 I 2 I I 1 2 1 1 1 C 4 2 2 2 1 2 2 2 1 3 2 2 2 3 ± 2 2 Ys"MIN.GAP SUPPORT OF PANELS AND 12 O.0 AT INTERMEDIATE SUPPORTS ALL WALL SHEATHING SEAMS TO 20 3 3 1 6 6 7 a Roof,and Two 2 2 4 3 2 2 4 3 3 2 Y2"MAX.GAP BE FULLY BLOCKED 312 24 3 3 ♦ s a 7 a ardTwo 6 3 2 2 2 3 2 � SIDE VIEW FRONT VIEW 21 3 4 5 6 7 8 - Center 8 4 3 3 2 4 3 3 2 5 3 3 3 5 4 3 3 INTERSECTING 21. PROVIDE 1/2'DiA.HOT-DIPPED GALVANIZED ANCHOR BOLTS CONNECTING SILL PLATES TO 32 3 4 s 6 a - SC-M 10 5 3 3 3 5 4 3 3 6 4 4 3 7 5 ♦ 4 COL.+B MEMBER WIDTH DETAIL:TYPICAL POST CAP AT END(ECC06X) MASONRY OR CONCRETE FOUNDATION WALLS.EMBED ANCHOR BOLTS MIN 7'INTO CONCRETE 36 4 4 6 7 9 - 12 6 4 4 3 6 4 4 3 7 5 4 4 8 5 5 4 Q Floors C VARIES SEE PLAN COL.C OR FULLY GROUTED CMU.PROVIDE SIMPSON BP 1/2-3 BEARING PLATES ANCHOR BOLTS SHALL BE -- - 14 7 5 4 4 7 5 4 4 8 5 4 9 6 6 s L Q 12 1 2 2 2 3 3 4 4 16 a 5 5 4 8 5 5 4 9 6 s 5 l0 7 6 s I LOCATED AT 5 0'O.C.MAX AND WITHIN 12'OF CORNERS EACH SILL PLATE SHALL HAVE MIN TWO 16 2 2 2 3 4 4 5 6 2 2 1 1 1 2 1 1 1 2 1 1 1 , 2 1 1 I`--6- 6- BUTT LINE O ANCHORS 20 2 2 3 4 4 5 6 7 4 3 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 �..MIN GAP /� 412 24 2 3 3 4 5 6 7 a Roof.Ceiling. 6 5 3 3 3 5 3 3 3 5 3 3 3 S 4 3 I -'1 G2AP MAX. \tl\ 28 3 3 4 5 a 7 a 9 and Tao a 6 4 4 3 6 4 4 3 6 a 4 3 7 5 4 4 DETAIL-TYPICAL 3-WAY GIRDER COLUMN CAP O Table 31 NailingSchedule 32 3 3 4 S 7 8 9 Clear Span 10 7 5 5 4 8 5 5 4 9 5 5 4 8 6 5 4 • - 36 3 4 s 6 7 9 Floors 12 9 6 5 5 9 6 6 5 9 6 6 5 10 7 6 5 ALL INTERRUPTED GIRDER SPANS SHALL BUTT AT RIDGE BEAM 12 1 2 2 2 3 3 3 14 10 7 6 5 t0 7 6 5 11 7 7 6 11 a 7 6 COL C (SEE PLAN) _ Number of Nomberaf 16 1 2 2 2 3 3 4 ♦ 16 1I S 7 6 12 8 7 6 17 a a 6 13 9 8 7 COL LC 1 err Joint Description Common Nails Box Nails Nall Sparing ' lack stud requirement;are based co a roof COL +B 5 span(W1 of 36 feet.Fa other rice!spas,the tabulated number of jack sails required at each end of the header �"1 20 2 2 2 3 3 a s s BUTT LINE WITH shall be multiplied by(W+12)/♦8. C ROOF FRAMING s t+ 24 2 ± 3 3 a 5 6 6 = �"MIN.GAP ��+•T Plate oe-nailed -_.- 26 ± ± Where the number of jack studs equate 1,the header dull be permuted ro be supported by a framing anchor attacked m the full height call end. 0006 X POST CAP Top (T ) (see Table 3.4A) (see Table 3./A) per rafter 3 4 s s 6 7 i An equlsaleat number of full heitdit studs are permitted to replace lack raids,when adequate gravity eonni ctions are provided. Y2"MAX.GAP PER RIDGE POST (see Table (see + INTERSECTING W Ceiling Joist to Top Plate(Toe-ntile� ) perrisst ;_ I 3 3 4 S 6 7 b Ceiling Joist to Parallel Rafter(face-milt DIMS.(SEE MFTR ill (see Table (see Table each lap 36 3 3 4 s 6 7 a COL. +B MEMBER WIDTH CATALOG) t:eilmgJoist Laps Over Petitions(Faa-nailed) (see Table 3SA) (see Table 3 9A) each lap j2 I t 2 2 2 2 3 3 - C VARIES SEE PLAN Blocking Tie aW(TRafter Fecailtid) (see 2-Ildable 6A) (sce Table-10d 6A) per tie Table 3.23C Full Height Stud Requirements for Headers or Window Sill Plates in RIDGE POST BloekingtoRatkr(Toe•rtadc� 2-8d 2-Ind each end 16 I 2 2 2 3 3 1 / tp (SEE PLAN)- Rim BoanemRafter(End•nailed) 246d 3-i6d caehma Exterior Walls ResistingWind Loads-Exposure B&C _ 2a 2 2 2 7 3 4 1 S P IL WAI.I.FRADLNG s 12 24 2 2 3 3 1 4 5 6 Wall Stud Spacing m - 6' 6'-�( 6' -6' Top Plate at Place(face n.ikd) 2-16d' ±.lend per fact - 2a 2 2 3 4 4 6 6 7 g c) DETAIL:TYPICAL 4-WAY GIRDER COLUMN CAP w Tap Plata at Intersections(hate na led) 4-16d )-l6d jwrta-each side 32 2 3 3 1 S 6 7 a 12 16 24 Q U U Stud to Stud(Face nailed) 2 l6d 2-16d 24-o c. 36 2 3 4 4 5 6 7 8 Number of Full Height Stud Required a Eadi FRONT VIEW SIDE VIEW Header to Header(Fulc-nuled) 16d l6d 16'oc.along edga ± 1 leader Span((e) ' COL C INTERRUPTED GIRDER SPANS SHALL EFLUTT AT DETAIL TYPICAL MIDBEAM POST CAP(CC06X) W 12 1 I 1 2 2 ) 3 End of the Header O Top or Bottom Plate m Stud(tad ieiled) (ire Table 3SA) (see Table 3SA) per stud 16 I I 2 2 2 3 7 a 2 I 1 I ±4 2 2 2 3 3 3 1 3 4 ± 2 1 Bottom Plate m Floor joist,Band,oi.(,kadjoasl or 2-16d'•' 2-16d'i per foot 7 I2-I2 1± 24 2 2 2 3 3 a s 3 6 3 3 2 Blocking(Face-naiad) 29 2 3 3 4 5 5 6 3 4 3 2 2-CONT NAILER MIN ATTACHED W,' O F14 RFR&MI C � 32 2 2 3 4 4 5 6 7 to 5 4 3 SELF-TAPPING PAF ®9"O.0 Joist to sal,Top Plate or Girder(Toe-baled) 4.ad 4-IOd -- =per joist 36 2 ; 3 ♦ s 6 7 8 12 6 5 3 t 1" 12-MAX. 4-y STAGGERED w 1 Y4"EDGE DIST Bridging m)wed(Tx-tutted) 2•ad 2•I ed rids aid t Tabulated connenion requircmrms shall be penmucd to be multiplied by 0.75 fa not located within 8 fat of building 14 6 4 (TYP) 'I F F / Block rig to Joist(Toe-mulled) 2-ad 2•I0d each end caroca 16 8 6 4 2"M I N backing to Sig at Top Plate(Tocaiailed) 346d 4-16d each block • • Isdga Strip to Beam(Faee.watkd) 3-16d 4.16d each joist = Tabulated edge tanatacai loads asstitsie a btdldmg barred m Exposure C ' The nirmher of full height studs required as each end of die 2Yl"M I N Joist to Ledgato Beam(foo-siiand!) 3-ad 3-10d per joist s Tabulated cormtttion requueovats am based on total uphIt Dunes 0,6 of the roof assembly dead load(0.6 x 10 psi). beada shall be permitted to be rodiued,n accordncc w,th • • END OF TJI FLOOR O M Band Joist toJom(End mled) 3-16d 4.16d perjoist s the requirements of Section 3414.2 and Table 323D 2Y2"MIN MEMBER JOISTS I.iJ t"2ttdeluesby the l2inchridgestnpsyadnq for 2"MIN. SIMPSON LBV TOP Band Join b 501 a Top Plate(Toe•sm{ed)- ----- b16d 3.16d per foot tabulated values by the appropriate ruuhiplier below. FLG.HGR ROOF SHEATHING Ridge Strap Spacing(in 12 16 19 2 21 4i O �5teocturalPaitets ad hod (see Tabk310) --- Mutiplier 1.00 1.33 160 2.0 4.00 Table 3.24C Jack Stud Requirements for Headers in Interior Loadbearing Walls W Diagand Bond Sheathing t 1'x6'or 1'x8' When Ilia tabulated number of wails required in tali grid of the imp is aaaal w 1 and the framing is attached in accordance with --- -,---_--- _ __ _ __ _ lid 2-10d per support Table 3 1 the ridge stmp and additional nailing is not repaired- i'xlWerr widerZZ_ 3-ad 3-I Od pa aspport_ __ s Wlua a eo0ar to b used m hew of a ridge step,the number of l Od common gals required is Deli end of the collar tie Deed ant Roof Span(R) WF BEAM � ` MLiNC SHEATH NG exceed the tabulated numbs of ad common a ub;in a steel strap,or the cumber of 12d box arils in each end of the collar he 12 24 36 mi r C Wallboard - rigid iwt exceed the tabulated number of hod box calls In a steel step. Heads Width DETAIL:STEEL BM WITH NAILER AND LEDGER 1i sd coolant Sid teeters 7'edger 10'field t 1-I14'20,pLe ridge strap shall be of ASTM A653 grade 13 sired a egimrakat 3' ♦.5" 5• 6' 3' 4.S' S" 6' )' 4.5' S' 6' WALLSHEATHimc _ 2-21 3-2x 42x -2: 3•Iic 42s 2-2x 3-2x 4-2x structure!Panels (see Table3.11) ASSEMBLY A ASSEMBLY B ASSEMBLY C Fiberboard Panels 6d 1p° Top Plate Splice Requirements for Wind-Exposure B&C-A{I Other Cases Hader supporting H der Number orJacl•Studs Requited at Each End of the Ffeeder1-' SDS25312 SDS25412 SDS25600 S n(fl) z/s/3r ad' r�/a-frela DETAIL:TYPICAL JOINING MULTIPLE LVL MEMBERS � 2 l 1 1 1 1 1 I 1 1 1 1 1 Gypniai wallboard 5d coolers Sid canters 7' /10-field a oklita Dc t atao(il) _Ma rat Spsfex leriatti(fL f Hadboud gel gel ewe 12 2 4 1 1 1 1 1 1 1 1 I 1 1 1 *FASTENERS SPECIFIED ARE SIMPSON STRONG-11E PotttsdtdrmrdParte4 (see Table3.11) 6 l 1 1 I I 1 1 I 2 I 1 1 BEGIN BOLT TYP OLT PATT E 51 la Ed (scemaallfwaircr) 20 4 One noorOnly a I 1 I 1 2 1 1 1 2 2 2 1 STRONG-DRIVE SCREW 5/8"THRU BOLTS®12" Is Diagonal Bir-rdSheathmg (CemerBearing) 10 1 1 1 1 2 2 1 1 3 2 2 2 *STAGGER SCREWS ON OPPOSITE FACES STAGGERING p EA END U O N. :4 4 STAGGERED(EXCEPT AT ENDS P �- 1'x6•ort"x8' 2-6d 2-I0d Persuppurt t6 5 12 1 1 1 1 2 2 2 1 3 2 2 2 SEE ELEV.) o 0 0 2Y2"MIN a t n 32 6 14 2 1 1 1 3 2 2 2 4 3 3 2 END OF I�t10'arsridcr 3•W 3-lOd pa support MEMBER _ FLOORS11EA1n9NC 36 7 16 2 1 t 1 3 2 2 2 4 3 3 2 (3)13'4"LVL W/(2 Structural Panels 40 a 2 1 1 1 1 1 1 1 1 2 1 1 1 1'orkts !d tad 6'edge/12"field so l0 4 I 1 I 1 2 1 I 1 3 2 2 2 SEE 0 0 o MIN I'or l than 1• FLITCH LA led l6d 6•edge/Vfield SIZES Z LAN 0 60 12 6 2 1 1 1 3 2 2 2 4 3 2 2 �.• Diagooal Board Sta�thmg 1•x6•or Vag' 24d 2-IOd per support --t0 16 (Tav Floors g) 0 2 2 2 1 4 3 3 2 6 4 4 3 12' 12• to 1':10'or wider )bid 3.Od Tabulated CeNa Burin 3• 2Y±��MIN TYP TYP J Per iaspport splice knaThs assurtse by plaiNo-top Dlam coatitetiaa arin[2•tfe 12 3 2 2 2 S ] 3 3 7 5 4 4 r ' Nadu requirements are based on wail sheathing nailed 6 inches on-cents as the arils tHI faoz For abeto space kaphs,the call syaen dun be restated n order 14 3 2 2 2 S 4 3 3 8 5 5 4 Nailing Kq g p>od edge.Ifwall slseathmg u nailed 3 inebes ontenier a the DETAIL-TYPICAL FLITCH BEAM ASSEMBLY panel edge to obtain highs sbear capacities,calling requirements for strvcnaal maahen shall be doubled,or alternate connectors,such as shot r io prmbile an cgiaralau r er ba orwits 16 1 ) 2 2 6 4 4 3 9 6 S 5 pinks,shall be used to maintain the bad path. T*.Lvcd splice kniths upima a bv,k,g toeued m Exprr m B or C t Where the number of jade shads equate 1,the halo shall be permitted to be supported by■frmniog anchor amehed to the full- •ALL BOLTS SHALL CONFORM TO NDS STANDARDS r A �•,I ' whm waR Aes0mig is ccwimuom ova eoruittted amx bars,the tabulated number of nasb shall be permitted lobe reduced to 1.16d-1 per fool Cortmioa imrstarit 11 n Top oiatn sham b a m romum of stud Bade ma+aiaL ' (,•ago roofing bails and 16 gage s+4•ks are permitted check IBC for is"tioral rcmeaa. height wall stud a e nee sip s L-ga An equivalem rhumba of NU height studs are permitted m replace jack surds,es ben adequate gravity connections are provided. 12"MAX, 71SO _V_ Tabl - 6 1• TYPICAL O e A 3 4 Uplift Strap Connection Requirements-Exposure C SEE HANGER LOAD q � TRANSFER FASTENER all (ROOF-to-Wall,Wall-to-Wall,and Wall-to-Foundation) tY2"MIN. .; SCHEDULE FOR (Prescriptive Alternative to Table 3A) WF BEAM SEE PLAN 3"MIN. • REQUIREMENTS Drsd Load Assumptions:RooUCalmg Assembly OL-1 s psi( 7 • • • • • ISSUED FOR: (3)1-Y4"x t l/6"LVL 3i�"TOP PLATE 3"MIN. • NOTE: GIRDER Q2"MIN• PROVIDE CONN.CONTRACTOR HALL DETAIL Three Second oust Wind )8"STL.PLATE COL FOR REVIEW PRIOR TO PERMIT .red; h; as 90 100 110 Ito ►30 I♦o 1so STAGGER FASTENERS IN 2 ROWS __ ALL EXISTING STRUCTURAL CAP CONSTR.IF NOT Roof Span Number of EdCommoa Nails or[Oil Box Neils INFORMATION IS ASSUMED BASED LEDGER 51� co *NOTES ^ 2 ROWS-Y4"A325 SHOWN/SPEC'D ON DWG ISSUED DATE: Fraiamg Spacing(tea.) OL) in Each End 0f t•1/4'x 20 gage Stnpl u. UPON FIELD OBSERVATION AND W H 1.VERTICAL PLACEMENT OF BOTTOM ROW OF BOLTS 12 1 1 2 2 3 3 4 4 WILL E VERIFIED IN THE FIELD o 0 0 D O o 'J Z FASTENERS FROM TOP OF LEDGER TO BE 5 5'MIN 3.21.2022 BY THE CONTRACTOR AND 16 1 2 2 3 3 4 4 5 ARCHITECT DURING THE 0 0 0 O FOR 2K8,6.5'MIN.FOR 2n10,AND 7 5'MIN.FOR 2u12 6g' 3/16- 20 2 2 2 3 3 4 5 6 DEMOLITION PROCESS. 2.FOR 2n8 LEDGERS,MIN.PLACEMENT OF BOTTOM STEEL SIZE VARIES DETAIL-TYPICAL HGR.CONN.TO MULTIPLE LVL MEMBER 12 24 2 2 3 3 4 S 6 6 CONTRACTOR SHALL NOTIFY Z FASTENERS MAY BE REDUCED TO 4 5'IF LAG 3AS' REVISION DATE: REVISION NO.: 23 2 2 3 4 4 5 6 7 ARCHITECT IMMEDIATELY LAG SCREW OR BOLT SCREWS ARE USED OR BOLT SPACING IS REDUCED PIPE COL m VARIES SEE PLAN •FASTENERS/HANGERS SPECIFIED ARE SIMPSON STRONG-TIE 2'MIN. *STAGGER SCREWS ON OPPOSITE FACES 32 2 2 3 4 5 6 7 a OF ANY DISCREPANCIES WITH TO THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERS SEE PLAN •REFER TO MFTR.CATALOG/TECH.BULLETIN FOR STAGGERING 36 2 3 3 s 6 7 9 THE EXISTING CONDITIONS TO 2X8 BAND JOISTS oPnoNs 12 2 2 2 3 3 4 5 5 16 2 2 3 3 4 5 s 6 DETAIL: PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGEP� HANGER LOAD TRANSFEP,FASTENER SCHEDULE 20 2 2 3 4 4 5 6 7 16 24 2 2 3 4 5 6 7 s PER IRC FIGURE R507.2.10) HANGER, NO.PLIES N0.FASTENERS FASTENER 28 2 3 4 5 6 7 8 HU 1.75 DBL 8 SDS25312 32 2 3 4 5 6 B 9 SDWF CONNECTOR AT 40"O.C. 175 iPL 10 SDS25412 SSP©EACH STUD --�, ♦'Kn 1,12'rb 36 3 3 i 5 7 a - UDDtr.at AT ALL EXTERIOR WALLS HILTI KWIK BOLT III 17s ouAD 12 SDS25o00 botto.plate A"O EXPANSION STRUCTURAL splice ria•n 12 BEAM and ANCHORS W/6"MIN HHUS 1.1.75 DBL to S12 BS25312 �-STRAP LSTA STAP EVER(OTHER RAFTER EMBED.(TYP) 1 75 ouAD 18 SDS2541 NOTES 6i 32"0 C. SEE TABLE F-)R NUMBER OF CONNECTORS WHICH WILL DETERMINE LENGTH 3/16-7 11"xtt"xY2"BASE HGUS 1.75 DBL 22 SDS25312 2/ PLAT; `YP 1.75 TPL 30 :DS25412 END DISTANCE / \ 1 ° HGU 175 DEL 30 SDS25312 d ROOF RAFTER(SEE PLAN) ° -3 SCHEDULE:HANGER LOAD TRANSFER H2.5 CLIP EACH RAFTER(ONE MIN.) 1-� • • ° • • ° • 'SCHEDULE IS FOR 9.25"-14"LVL'S(EXCEPTION 9 25"-9 5" O to .a, LVL N/A FOR HGU) tap watt ° "STAGGER SCREWS ON OPPOSITE FACES DOUBLE TOP PLATE splice she-n FTG.SIZE+NO.REBAR VARIES OPTIONS MFTR.CATALOG/TECH.BULLETIN FOR STAGGERING a'Mn SEE PLAN/SCHEDULE FOR INFO. DETAIL-TYPICAL RAFTER TO RAFTER TENSION STRAP(SSP) DETAIL TYPICAL RAFTER TO TOP PLATE(H2.5) DETAIL-TOP PLATE STUD TIE(SSP) DETAIL:FLOOR TO FLOOR CONNECTION(SDWF) DETAIL:TYPICAL LVL/WIDE FLANGE GIRDER TO COLUMN 04 OF 17 ZONING COMPLIANCE ZONING COMPLIANCE TABLE Evan Sakofsky HILLANDALE32 25RYE BROOK NY,10573 ZONE RESIDENCE R A R C H I T E C T REGULATION REQUIRED/ EXISTING PROPOSED VARIANCE PERMITTED REQUIRED? 11 Berkley Lane MINIMUM LOT AREA 25.000 S.F. 47,379 S.F. 47.379 S.F. Rye Brook•New York MINIMUM FRONT YARD 97.9' 104.3' 104.3' 10573 MINIMUM REAR YARD 40.0' 198.9 198.9' MINIMUM SIDE YARD 15.0' MA' 20.4' 516•314•1385 MINIMUM TOTAL SIDE YARDS 40.0' 41.1' 41.1' MAXIMUM GROSS FLOOR AREA 6,938 S.F. 3.728 S.F. 5.130 S.F. MAXIMUM BUILDING HEIGHT 2 STORIES/30'-W 2 STORIES/21'-4' 2 STORIES 123'-T MAX HEIGHT/SETBACK-FRONT 0.48 0.13 0.19 - MAX HEIGHT/SETBACK RATIO-SIDE 1.30 0.86 1.25 - MAXIMUM BUILDING COVERAGE 6.633 S.F.(14%) 2.395 S.F.(5.1%) 2,758 S.F(5.8%) - MAXIMUM IMPERVIOUS COVERAGE 12,883 S.F. 6,063 S.F. 6,214 S.F. - MINIMUM USABLE OPEN SPACE 12W S.F. >1,200 S.F. >1,200 S.F. 1. MINIMUM FRONT YARD SETBACK PER VILLAGE OF RYE BROOK CODE§250-18 2.1-1(1)(a)[2]: 1 34 HILLANDALE MAIN BLDG SETBACK 71.2' 32 HILLANDALE MAIN BLDG SETBACK = 104.3' 30 HILLANDALE MAIN BLDG SETBACK = 118.3' UA AVERAGE SETBACK OF 3 LOTS = 97.9 O o 1 O 1 \ w w J z Q I o \ m Q N >- 198.9 . — . — . — . —. — . —. — . — . — I ......................._ -....-..... / ...... _.... �.� tzl ....... \ SUED FOR: NEW ADDITIONIS PERMIT ISSUED DATE: 3.21.2022 DASHED LINE INDICATES v EXISTING COVERED \ \ REVISION DATE: REVISION NO.: a -_ . PORCH TO BE REMOVED r - 1 SITE PLAN A ZONING ANALYSIS I 1>17�8 T FLOOR DEMOLITION PLAN =1'-0' I 05 OF 17 16'-6• —28'-7• 19'-2' Evan Sakofsky THEORETICAL 5'HIGH A R C H I T E C T KNEE WALL I � 11 Berkley Lane Rye Brook•New York 10573 CRAWL SPACE --- - n i 516.314.1385 + i --- CRAWL SPACE Lu 4 1 B 1 C j F 1 IS JL- I I BASEMENT EXCLUDED FROM GROSS FLOOR AREA PER§250-2: FINISHED CEILING OF BASEMENT IS LESS THAN 5'4r UNEXCAVATED 1 1 I 1 • y ABOVE MEAN LEVEL OF THE NATURAL GRADE I 1_ 1 I Q 71 1 Q 1 I y o 1 1 Lf-j J, u I 1 1 LLI LF117 IT, _ I W W .J Z ---- Q 18'T 26'-6• 22-0 1 ST FLOOR 2ND FLOOR TOTAL,ALL SPACES W Z o AREA NAME G.S.F. AREA NAME G.S.F. FLOOR G.S.F. Q A 798.7 sf D 464.9 sf i ST FLOOR 2721.2 sf o BASEMENT F.A.R.PLAN 1 ST FLOOR F.A.R.PLAN 2ND FLOOR F.A.R.PLAN 1 mr=1,4r 2 1/8•=110 B 769.2 sf E 828.8 sf 2ND FLOOR 2409.1 sf -i C 1153.3 sf F 894.6 sf TOTAL- 5130.3 sf TOTAL- 27212 sf G 220.8 sf O co TOTAL' 2409.1 sf O -17 W N >- / 1001. r 03 718 0 o Y u�l ISSUED FOR: U. ----- ---\. I o' r PERMIT ISSUED LIED DATE. W. LL A.J� oc of `:- \ 3.21.2022 �`'------�~-�`*-�------'*�� sA9 9F wl f�f� _ ____!.,_._.___.____r\ REVISION DATE: REVISION NO.: — —�—-_;-.... _ .o G z. of TEE1000, 2,f7oSrM0 ifOdO RGO. �,s�_ _ y--_----- _ • I / +EXlgnMO SECOND FLOWS ______._"--_-._._..__-._.-..._.__._-_...__-_-._�`- ._.-_. ___..�..-___.-._.._......... ----� -------- -_-- --' -- ---- •- ._ - -_------------ --__ __ _- _---- ---•---- -----_ ZONING _ r CALCULATIONS - --... ---- - -- _ --- ----.._._...- - ----- -..._. -..._..---.-._._._..---.__._.....-- - - __...-- ... ......._. FRONT GRADE — —_ EpE•.O NwSr rlCO• ..._.._._.....-••--•--_.._...__:___.__....____._. __ .... .....__. I ;E�n+o wnr wooN _ _ --•--- - ----__�----•-------...---...----- ----•-•---------•-- - REAR GRADE SIDE LOT UNE AT 110.3' �. REAR HOUSE CORNER FRONT v_WELEVATION HEIGHT TO SETBACK RATIO 24.f, t -� SIDE ELEVATION HEIGHT TO SETBACK RATIO 8. SIDE LOT LINE AT FRONT HOUSE CORNER 06 OF 17 Evan Sakofsky �-REMOVE ALL EXSTG ASPHALT ROOF SHINGLES, A R C H I T E C T CONTRACTOR TO INSPECT EXSTG ROOF SHEATHING&REPLACE WHERE NEEDED REMOVE EXSTG COVERED PORCH INCLUDING ROOF —— &FOUNDATIONS/FOOTINGS TO ACCOMMODATE NEW Fr ADDITION 11 Berkley Lane N•Rye Brook New York _= IF--�I — — —__— _ REMOVE EXSTG DORMER y Brook ————————————— I II 11 I i — I 516.314.1385 III III REMOVE EXSTG RAKE&EAVE TRIM 1I1I I III /� III THROUGHOUT,TO ACCOMMODATE - =:Toe— NEW TRIM;SEE DETAILS i ] � _—————————————— REMOVE EXSTG REMOVE EXSTG WALLS,DOORS. BUILT-IN I &WINDOWS WHERE INDICATED CABINETRY I j REMOVE ALL EXSTG SIDING FOR REPLACEMENT REMOVE EXSTG RAILING W 3 FRONT DEMOLITION ELEVATION REMOVE CHIMNEY CAP TO ACCOMMODATE VERTICAL W W 1 Q O REMOVE EXSTG DORMER �---REMOVE EXSTG WINDOWS WHERE INDICATED O W o� REMOVE ALL EXSTG ASPHALT ROOF SHINGLES /j�^ \\ r I /j/ E-9 ��= I I REMOVE EXSTG ROOF CONSTRUCTION �ov L_J W �i _ W REMOVE EXSTG RAILING /%/ '�'�-=.�-.� -� J Z BI t IIREMOVE EXSTG BRACKETS Iigill IF 1ST LOOR DEMOLITION PLAN L nImnnm�� 1 ,/8°_,a° uuuuuuuuu W -------F- I Z p m Q REMOVE EXSTG COVERED PORCH O REMOVE EXSTG ROOF 4 RIGHT SIDE DEMOLITION ELEVATION � J REMOVE EXSTG STACKED O co LAUNDRY UNIT&CURB : —L----------� CUT BACK AND CAP EXSTG F T SUPPLY AND WASTE PIPING I I 2 I REMOVE EXSTG FIXTURES, i I REMOVE ALL EXSTG ASPHALT ROOF SHINGLES W FITTINGS&FINISHES I —I REMOVE EXSTG WINDOW REMOVE EXSTG ROOF CONSTRUCTION CV - F I \ W co II III � I I r � REMOVE EXSTG WALLS, L— I DOORS.&CEILING ——— CONSTRUCTION TO EIE], ACCOMMODATE NEW ADDITION I SEAL: �,�sNkED AR rF r �I Vk.SA REMOVE EXSTG DOORS& I LEI II Q L]II l WINDOWS WHERE INDICATED lluL EEO ,tA11111I fAI I t nnSO I J�,; F - I I rt��rinnml II���I � �� �-i r '! uuuu luuuuuuuu _ _ I—{F--I L� �F OF N e��t I I L—J I t iI �jl II JI (I II REMOVE EXSTG COVERED PORCH LL—_____ I 5 REAR DEMOLITION ELEVATION ISSUED FOR: I W/8°=V-0° PERMIT I I I L——————————————J ISSUED DATE: REMOVE CHIMNEY CAP TO ACCOMMODATE VERTICAL 3.21.2022 REMOVE EXSTG DORMER — REMOVE EXSTG RAKE&EAVE TRIM THROUGHOUT, TO ACCOMMODATE NEW TRIM;SEE DETAILS REVISION DATE: REVISION NO.: ___—�� 2.22.2023 1 ,Z 2ND FLOOR DEMOLITION PLAN _ ® , REMOVE ALL EXSTG ASPHALT ROOF SHINGLES El El NI N, DEMOLITION DEMOLITION NOTES ———- PLANS & 1.ALL DASHED ITEMS ARE TO BE REMOVED TYPICAL.CONFIRM WITH OWNER PRIOR TO DEMOLITION IFEB �- L-- ELEVATIONS ANY ITEMS THAT ARE TO BE SALVAGED FOR RE-USE. I I 2 DASHED WALLS ARE EXISTING WALL STRUCTURE TO BE REMOVED TO THE EXTENT REQUIRED FOR REMOVE EXSTG COVERED PORCH - ��� 1 __ THE NEW DESIGN.COORDINATE NEW OPENINGS IN THE EXISTING WALL,TYP I -FE== 3 ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE. —uuuuuu BREAKAGE,COLLAPSE,DISTORTIONS AND MIS-ALIGNMENT ACCORDING TO APPLICABLE CODES I / O E •••°'�,•`1,,,"„' STANDARDS AND GOOD PRACTICE. / 4 DEMOLITION DRAWINGS ARE DIAGRAMMATIC.CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLISHING ALL THAT IS REQUIRED TO PERFORM THE PROPOSED SCOPE OF WORK Will PLA MARNOTE: ALL NOTED EXISTING STRUCTURE IS BASED UPON FIELD OBSERVATIONS.FIELD VERIFY ,�,s 1 2023 AND NOTIFY ARCHITECT DURING DEMOLITION IF FIELD CONDITIONS VARY FROM ASSUMPTIONS. LEFT SIDE DEMOLITION ELEVATION� E 6 - rc• J,� ■ �.��UILDI G DE: AR! 71fiENT 070E 17 CONSTRUCTION PLAN NOTES Q Evan Sakofsky 1. FOUNDATION WALL:REINFORCED CMU OR CAST IN-PLACE STEM WALL SEE PLANS SECTIONS AND DETAILS FOR SIZES AND REINFORCING.PROVIDE WATERPROOF MEMBRANE,DRAINAGE A R C H I T E C T MAT,FILTER FABRIC,AND RIGID INSULATION PER DETAILS PROVIDE 6'DIAMETER PERFORATED FOOTING DRAIN WITH 12'MIN.1 1/2'CRUSHED STONE SURROUNDED BY FILTER FABRIC SET 3 PIPE WITH PERFORATIONS FACING DOWN PROVIDE SEPARATE 6'SOUD HDPE PERIMETER ROOF A4 1 GUTTER AND DOWNSPOUT STORM DRAINAGE PIPE ABOVE FOOTING DRAIN AS NEEDED COORDINATE WITH DOWNSPOUT AND OUTLET LOCATIONS-DO NOT CONNECT DOWNSPOUTS TO 11 Berkley Lane FOOTING DRAIN FOUNDATION FOOTINGS TO EXTEND MIN 42'BELOW GRADE Rye Brook•New York 2. FOOTING:12'DEEP CAST-IN-PLACE REINFORCED CONCRETE SPREAD FOOTING SEE PLANS, Y SECTIONS,AND DETAILS FOR SIZES AND REINFORCING 10573 3. CRAWL SPACE SLAB:3'CONCRETE RAT SLAB ON 15 MIL CONCRETE RATED VAPOR BARRIER (TAPE SEAMS)OVER 6'COMPACTED 1 1/2'CRUSHED STONE ON FILTER FABRIC ON COMPACTED FILL 516.314•1385 ���' - 4. EXTERIOR WALL CONSTRUCTION:NEW SIDING OVER TYVEK HOMEWRAP ON'Z APA RATED EXPOSURE 1 PLYWOOD STRUCTURAL SHEATHING ON 2X4 WOOD STUDS AT 16'0 C WITH' GYP BD INTERIOR SHEATHING PROVIDE MIN R-20 INSULATION WITHIN FRAMING SEE BATHROOM WALL NOTE FOR INTERIOR SIDE OF BATHROOM WALLS SEE EXTERIOR ELEVATIONS FOR SIDING _ SPECIFICATIONS 1 5. INTERIOR WALL CONSTRUCTION:'2 GYPSUM BOARD ON 2X4 WOOD STUDS AT 16.0 C UNLESS DIMENSIONED AS 2X6 OR OTHERWISE PROVIDE SKIM COAT WHERE MATCHING EXISTING PLASTER WALLS IN ROOM PROVIDE CEMENT BOARD WHERE BACKING TILE 6. BATHROOM/LAUNDRY WALL CONSTRUCTION:2X4 WOOD STUDS AT 16'O C.UNLESS Ur DIMENSIONED AS 2X6,WITH tz PAINTED MOISTURE RESISTANT GYP BD ON WET SIDE OF WALL / v AND'z PAINTED GYP.BD.ON OPPOSITE SIDE PROVIDE 3'ROCKWOOL SAFEWSOUND INSULATION FOR ACOUSTIC SEPARATION PROVIDE CEMENT BOARD WHERE BACKING TILE NEW CONDITIONED 7. SOUNDPROOFED WALL.PROVIDE.T ROXUL SAFEWSOUND WITHIN WALL FRAMING CAVITIES S. SHOWER WALLS:FULL HEIGHT TILE OVER SCHLUTER KERDI WATERPROOFING MEMBRANE ON�2 CRAWL SPACE CEMENT BACKER BOARD 2 2 9. SHOWER BASE:SITE BUILT USING SCHULTER KERDI SYSTEM TILE FLOOR ON UNMODIFIED PORTLAND CEMENT THIN-SET MORTAR OVER KERDI BONDED WATERPROOF MEMBRANE ON SLOPED ORTLAND CEMENT MORTAR BED ON'z HAROIBACKER(OR EQUAL)BOARD BASE ON FLOOR PROVIDE CURB WITH FULL MEMBRANE OVER CURB PROVIDE KERDI-DRAIN FLOOR DRAIN v AND PLUMBING REQUIRED FOR SHOWER 3•• A� 10. GLASS ENCLOSURE Yz TEMPERED FRAMELESS STARPHIRE GLASS DOOR&ENCLOSURE uj 11. NICHE:RECESSED INTO WALL. Q v \ 12. WASHER/DRYER HOOK-UPS:PROVIDE RECESSED HOOK UP WITH BALL-TYPE MASTER VALVE FOR WASHER&DRYER.PROVIDE ELECTRICAL,GAS(IF REQUIRED),AND PLUMBING HOOK-UP Q O AND INSTALL APPLIANCES.PROVIDE WATERPROOF SHOWER TYPE BASE WITH TILE FINISH AND HOSE TO WASTE OUTLET.PROVIDE SMOOTH METAL DUCT DRYER VENT TO EXTERIOR PROVIDE - BRAIDED STAINLESS STEEL SUPPLY LINES WITH AUTOMATIC SHUT-OFF VALVES O �•- 13. BUILT-IN CABINETRY:SEE ELEVATIONS. 14. STONE COUNTERTOP:SPECIFICATION T.B.D I 15. CUSTOM CLOSET SYSTEM:PROVIDED AND INSTALLED BY OWNERS CLOSET VENDOR G C.TO 17 COORDINATE AS REQUIRED. 16. CLOSET SHELVING:MULTIPLE SHELVES WITH HARDWOOD EDGEBAND 17. CRAWL SPACE ACCESS:MINIMUM 24'x 3W OPENING 18. DRYER VENT.PROVIDE RECESSED DRYER VENT BOX WITHIN WALL FRAMING RUN DUCT WITHIN C EXISTING WALL TO ATTIC VENT THROUGH SIDE WALL OF SHED DORMER EXISTING CRAWL _j z BASEMENT SPACE GENERAL FLOOR PLAN NOTES EXISTING BATH \ 1. SEE BUILDING SECTIONS,WALL SECTIONS,AND DETAILS FOR BUILDING THERMAL INSULATION Q FINISHED AND VAPOR BARRIER REQUIREMENTS Q 2 INSULATE ALL WATER SUPPLY AND DRAINAGE PIPING IN WALLS AND CEILINGS WITH NEOPRENE BASEMENT TO PREVENT CONDENSATION AND FOR SOUNDPROOFING 3 ALL DOORS,WINDOWS,AND CASED OPENINGS SHALL HAVE CASINGS CONFIRM FINAL CASING W 7 FINISH WITH ELEVATIONS L O 4. ALL MECHANICAL,ELECTRICAL,AND PLUMBING SHALL BE PROVIDED PER CODE EXISTING 5 COORDINATE ALL FLOOR FRAMING MEMBERS AND LAYOUT WITH MANUFACTURERS STANDARD O SPECS AND DETAILS.ALL LVL BEAMS SHALL BE ANCHORED AND ATTACHED AS PER UNFINISHED MANUFACTURER RECOMMENDED METHODS. .J UP BASEMENT 6 DOUBLE ALL FRAMING MEMBERS UNDER PARALLEL PARTITIONS,TYP. 7. PROVIDE SOLID BLOCKING IN FLOOR FRAMING UNDER ALL APPLIANCES,BUILT INS,KITCHEN J ISLAND,BATH FIXTURES AND ALL COUNTERTOP LOCATIONS. M S. ALL FIXTURES AND FINISHES TO BE VERIFIED BY ARCHITECT AND OWNER 0 W 9 ALL MECHANICAL,ELECTRICAL,AND PLUMBING SHALL BE DONE ON A FULL DESIGN BUILD'BASIS F. AND PROVIDED PER CODE AND AS INDICATED ON DRAWINGS. O 10. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL REQUIREMENTS INCLUDING WIND RESISTANCE REQUIREMENTS,HURRICANE CUPS,TIES,STRAPS,HOLD DOWNS,ETC W 11. INSTALL APPLIANCES AND PLUMBING FIXTURES AS INDICATED ON PLANS INCLUDING ASSOCIATED PLUMBING AND ELECTRICAL REQUIREMENTS SEE ALLOWANCES FOR FURNISHING ITEMS. 12. PROVIDE CUSTOM CABINETRY AND MILLWORK AS INDICATED IN PLAN SEE ALLOWANCES FOR o---CONFIRM NEW FURNISHING ITEMS. POST BEARING EXISTING 13. PROVIDE STONE COUNTERTOP WHERE COUNTERTOPS ARE INDICATED.SEE ALLOWANCES. ON EXSrG BEAM UNEXCAVATED I '� C1 FRAMED WALL DIMENSIONS INDICATED ARE MEASURED FROM FACE OF WALL G SHEATHING TO FACE OF WALL SHEATHING,UNLESS NOTED OTHERWISE rJ EXISTING • UNFINISHED BASEMENT 1 r.� 37180 ISSUED FOR: PERMIT ISSUED DATE: 3.21.2022 REVISION DATE: REVISION NO.: � 3 STRUCTURAL POST SCHEDULE Pi•3 Y2 x SYi PARALLEL STRAND LUMBER(PSL)POST BASEMENT& PZ•HSS 3 Ys x 3 Y2 x s/e SQUARE TUBE COLUMN GENERAL STRUCTURAL NOTES FOUNDATION 1 ALL NEW 2x WOOD FRAMING MEMBERS SHALL BE DOUGLAS FIR LARCH NO 2 CONSTRUCTION 2 ALL NEW LVL SHALL BE 1 34,THICK AND MINIMUM 2 OE 3 ALL NEW POSTS SHALL BE SUPPORTED DOWN O BEARING STRUCTURE USING A POST OF EQUAL PLAN STRENGTH/SPECIFICATION 4 MULTIPLE 2x WOOD MEMBERS SHALL BE LAMINATED WITH NAILS PER THE REQUIREMENTS OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 5 MULTIPLE LVL MEMBERS SHALL BE LAMINATED PER MANUFACTURER'S SPECIFICATIONS 6 ALL LVLS TO BE UPSET/FLUSH WITH FINISHED CEILING U N O OR IN WALL CAVITY 7 USE SIMPSON HEAVY DUTY HANGERS AT ALL FLUSH LVL BEAM CONNECTIONS 8.PROVIDE SIMSON CC CAP AT POSTS SUPPORTING BEAMS FROM MORE THAN ONE DIRECTION. NOTE: ALL EXISTING STRUCTURAL INFORMATION IS ASSUMED BASED UPON FIELD OBSERVATION AND WILL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND ARCHITECT DURING THE DEMOLITION PROCESS. BASEMENT&FOUNDATION CONSTRUCTION PLAN CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES WITH THE EXISTING 2ml CONDITIONS. 08 OF 17 CONSTRUCTION PLAN NOTES O Evan Sakofsky 1. FOUNDATION WALL:REINFORCED CMU OR CAST-IN-PLACE STEM WALL.SEE PLANS,SECTIONS, AND DETAILS FOR SIZES AND REINFORCING,PROVIDE WATERPROOF MEMBRANE,DRAINAGE A R C H I T E C T MAT,FILTER FABRIC,AND RIGID INSULATION PER DETAILS.PROVIDE 6"DIAMETER PERFORATED FOOTING DRAIN WITH 12'MIN.1 1/2'CRUSHED STONE SURROUNDED BY FILTER FABRIC.SET 3 PIPE WITH PERFORATIONS FACING DOWN.PROVIDE SEPARATE 6"SOLID HDPE PERIMETER ROOF A-4 1 GUTTER AND DOWNSPOUT STORM DRAINAGE PIPE ABOVE FOOTING DRAIN AS NEEDED. COORDINATE WITH DOWNSPOUT AND OUTLET LOCATIONS-DO NOT CONNECT DOWNSPOUTS TO 11 Berkley Lane FOOTING DRAIN.FOUNDATION FOOTINGS TO EXTEND MIN.42"BELOW GRADE. Rye Brook•New York 2. FOOTING:12"DEEP CAST-IN-PLACE REINFORCED CONCRETE SPREAD FOOTING.SEE PLANS, y 22'-5i1' SECTIONS,AND DETAILS FOR SIZES AND REINFORCING. 10573 3. CRAWL SPACE SLAB:3"CONCRETE RAT SLAB ON 15 MIL CONCRETE RATED VAPOR BARRIER 5'-6" 15,-6, (TAPE SEAMS)OVER 6"COMPACTED 1 1/2"CRUSHED STONE ON FILTER FABRIC ON COMPACTED 516•314•1385 FILL. E01 (2)9 Y4'LVL A01 4. EXTERIOR WALL CONSTRUCTION:NEW SIDING OVER TYVEK HOMEWRAP ON Y2"APA RATED HEADER EXPOSURE 1 PLYWOOD STRUCTURAL SHEATHING ON 2X4 WOOD STUDS AT 16"O.C.WITH Y2°GYP. SEE BATHROOM si WALL NOTE FOR INTERIOR SIDE OF BATHROOM WALLS INSULATION-so rs BD.INTERIOR SHEATHING.PROVIDE MIN.R-20 WITHIN SEE EXTERIOR ELEVATIONS FOR SIDING OPi P1 op SPECIFICATIONS. O S. INTERIOR WALL CONSTRUCTION:Y2 GYPSUM BOARD ON 2X4 WOOD STUDS AT 16"O.C.UNLESS •x�,11 DIMENSIONED AS 2X6 OR OTHERWISE.PROVIDE SKIM COAT WHERE MATCHING EXISTING 8 SHOWER PLASTER WALLS IN ROOM.PROVIDE CEMENT BOARD WHERE BACKING TILE. 6 6. BATHROOM/LAUNDRY WALL CONSTRUCTION:2X4 WOOD STUDS AT 16°O.C.,UNLESS DIMENSIONED AS 2X6,WITH Y2"PAINTED MOISTURE RESISTANT GYP.BD.ON WET SIDE OF WALL AND Y2 PAINTED GYP.BD.ON OPPOSITE SIDE.PROVIDE 3'ROCKWOOL SAFE'N'SOUND 0 10 NEW OFFICE B01 INSULATION FOR ACOUSTIC SEPARATION.PROVIDE CEMENT BOARD WHERE BACKING TILE. NEW 7. SOUNDPROOFED WALL:PROVIDE 3°ROXUL SAFEWSOUND WITHIN WALL FRAMING CAVITIES. mill BATH co q 8. SHOWER WALLS:FULL HEIGHT TILE OVER SCHLUTER KERDI WATERPROOFING MEMBRANE ON Yz" EXISTING #4 N O CEMENT BACKER BOARD. DECK 2 a - 3 2 9. SHOWER BASE:SITE BUILT USING SCHULTER KERDI SYSTEM.TILE FLOOR ON UNMODIFIED A a 9 z a A a PORTLAND CEMENT THIN SET MORTAR OVER KERDI BONDED WATERPROOF MEMBRANE ON SLOPED PORTLAND CEMENT MORTAR BED ON YZ HARDIBACKER(OR EQUAL)BOARD BASE ON 14 102 103 FLOOR.PROVIDE CURB WITH PULL MEMBRANE OVER CURB.PROVIDE KERDI-DRAIN FLOOR DRAIN AND PLUMBING REQUIRED FOR SHOWER. (3)14'LVL DROPPED 10. GLASS ENCLOSURE:Yi TEMPERED FRAMELESS STARPHIRE GLASS DOOR&ENCLOSURE. P1 P1 11. NICHE:RECESSED INTO WALL. 0 104 12. WASHER/DRYER HOOK-UPS:PROVIDE RECESSED HOOK-UP WITH BALL-TYPE MASTER VALVE Q E02 P1 FOR WASHER&DRYER.PROVIDE ELECTRICAL,GAS(IF REQUIRED),AND PLUMBING HOOK-UP O AND INSTALL APPLIANCES.PROVIDE WATERPROOF SHOWER TYPE BASE WITH TILE FINISH AND 4(417 Y4'LVL CONT. >cc HOSE TO WASTE OUTLET.PROVIDE SMOOTH METAL DUCT DRYER VENT TO EXTERIOR.PROVIDE LTI-SPAN �o BRAIDED STAINLESS STEEL SUPPLY LINES WITH AUTOMATIC SHUT-OFF VALVES. O rn W 13. BUILT-IN CABINETRY:SEE ELEVATIONS. fn N= 14. STONE COUNTERTOP:SPECIFICATION T.B.D. P1 NEW PLAY v B02 N 15. CUSTOM CLOSET SYSTEM:PROVIDED AND INSTALLED BY OWNER'S CLOSET VENDOR.G.C.TO COORDINATE AS REQUIRED. Ma T_ 3: ROOM P1 16. CLOSET SHELVING:MULTIPLE SHELVES WITH HARDWOOD EDGEBAND. (7 coU 17. CRAWL SPACE ACCESS:MINIMUM 24°x 36"OPENING. EXPANDED. N° 18. DRYER VENT:PROVIDE RECESSED DRYER VENT BOX WITHIN WALL FRAMING.RUN DUCT WITHIN ui CO WALL TO ATTIC.VENT THROUGH SIDE WALL OF SHED DORMER. MUD - --- - - Z a J Z ROOM 12'0°EX. GENERAL FLOOR PLAN NOTES 1. SEE BUILDING SECTIONS,WALL SECTIONS,AND DETAILS FOR BUILDING THERMAL INSULATION Q 105 106 AND VAPOR BARRIER REQUIREMENTS. C, EXISTING 13 2. INSULATE ALL WATER SUPPLY AND DRAINAGE PIPING IN WALLS AND CEILINGS WITH NEOPRENE KITCHEN 15 NEW CL. N TO PREVENT CONDENSATION AND FOR SOUNDPROOFING. i P1 3. ALL DOORS,WINDOWS,AND CASED OPENINGS SHALL HAVE CASINGS-CONFIRM FINAL CASING la z i FINISH WITH ELEVATIONS O 4. ALL MECHANICAL,ELECTRICAL,AND PLUMBING SHALL BE PROVIDED PER CODE. -P1 5. COORDINATE ALL FLOOR FRAMING MEMBERS AND LAYOUT WITH MANUFACTURERS STANDARD < O co�? SPECS AND DETAILS.ALL LVL BEAMS SHALL BE ANCHORED AND ATTACHED AS PER I cl+O MANUFACTURER RECOMMENDED METHODS. J �:CO 6. DOUBLE ALL FRAMING MEMBERS UNDER PARALLEL PARTITIONS,TYP. Lu EXISTING z Q 7. PROVIDE SOLID BLOCKING IN FLOOR FRAMING UNDER ALL APPLIANCES,BUILT INS,KITCHEN J ISLAND,BATH FIXTURES AND ALL COUNTERTOP LOCATIONS. LIVING O J I M _ Pt 8. ALL FIXTURES AND FINISHES TO BE VERIFIED BY ARCHITECT AND OWNER W ROOM co U (2)14°LVL UPSET INTO 9. ALL MECHANICAL,ELECTRICAL,AND PLUMBING SHALL BE DONE ON A FULL"DESIGN BUILD"BASIS a O n WALL ABOVE AND PROVIDED PER CODE AND AS INDICATED ON DRAWINGS. C)is vl 10. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL REQUIREMENTS INCLUDING WIND RESISTANCE EXSTG 3x8 x CUT BACK EXSTG REQUIREMENTS,HURRICANE CLIPS,TIES,STRAPS,HOLD DOWNS,ETC. AT 16"O.C. w Q I (U 11. INSTALL APPLIANCES AND PLUMBING FIXTURES AS INDICATED ON PLANS INCLUDING C5 JOISTS THIS END ASSOCIATED PLUMBING AND ELECTRICAL REQUIREMENTS.SEE ALLOWANCES FOR FURNISHING N ASSUMED EXSTG �O ITEMS. co x f- 12. PROVIDE CUSTOM CABINETRY AND MILLWORK AS INDICATED IN PLAN.SEE ALLOWANCES FOR HEADER;V.I.F. I w a FURNISHING ITEMS. P1 13. PROVIDE STONE COUNTERTOP WHERE COUNTERTOPS ARE INDICATED.SEE ALLOWANCES. EXISTING COORD.W 2ND FLOOR LAYOUT EXISTING } FRAMED WALL DIMENSIONS INDICATED ARE MEASURED FROM FACE OF WALL P.R. FOYER SHEATHING TO FACE OF WALL SHEATHING,UNLESS NOTED OTHERWISE. 0 P1 NEW(3)11 A'LVL WITH(2)3e"THICK P1 O STEEL FLITCH PLATES,DROPPED LL SEAL: 0 z ED qRC 101 co xx U O EXISTING w -1 I x a GARAGE EXISTING _ COVERED 9TF1 so �0 PORCH OF NE`N EXISTING DEN ISSUED FOR: PERMIT ISSUED DATE: 3.21.2022 REVISION DATE: REVISION NO.: i 2.22.2023 1 STRUCTURAL POST SCHEDULE P1•3 YZ x 5 Y4'PARALLEL STRAND LUMBER(PSL)POST P2•HSS 3 Y2'x 3 YZ x%e°SQUARE TUBE COLUMN FIRST FLOOR GENERAL STRUCTURAL NOTES CONSTRUCTION 1.ALL NEW 2x WOOD FRAMING MEMBERS SHALL BE DOUGLAS FIR-LARCH NO.2. 2.ALL NEW LVL SHALL BE 1 3/a'THICK AND MINIMUM 2.OE. PLAN 3.ALL NEW POSTS SHALL BE SUPPORTED DOWN TO BEARING STRUCTURE USING A POST OF EQUAL STRENGTH SPECIFICATION. 4 MULTIPLE 2x WOOD MEMBERS SHALL BE LAMINATED WITH NAILS PER THE REQUIREMENTS OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 5.MULTIPLE LVL MEMBERS SHALL BE LAMINATED PER MANUFACTURER'S SPECIFICATIONS. 6.ALL LVLS TO BE UPSET/FLUSH WITH FINISHED CEILING U.N.O.OR IN WALL CAVITY. 7.USE SIMPSON HEAVY DUTY HANGERS AT ALL FLUSH LVL BEAM CONNECTIONS. 8.PROVIDE SIMSPON CC CAP AT POSTS SUPPORTING BEAMS FROM MORE THAN ONE DIRECTION. NOTE: ALL EXISTING STRUCTURAL INFORMATION IS ASSUMED BASED UPON FIELD OBSERVATION AND WILL FLOOR CONSTRUCTION PLAN BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND ARCHITECT DURING THE DEMOLITION PROCESS. (�>FIRST CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES WITH THE EXISTING 202 CONDITIONS. 09 OF 17 CONSTRUCTION PLAN NOTES Q Evan Sakofsky 1. FOUNDATION WALL-REINFORCED CMU OR CAST IN PLACE STEM WALL SEE PLANS,SECTIONS, AND DETAILS FOR SIZES AND REINFORCING.PROVIDE WATERPROOF MEMBRANE,DRAINAGE A R C H I T E C T MAT,FILTER FABRIC,AND RIGID INSULATION PER DETAILS PROVIDE 6'DIAMETER PERFORATED FOOTING DRAIN WITH 12'MIN 1 1/2'CRUSHED STONE SURROUNDED BY FILTER FABRIC SET 3 PIPE WITH PERFORATIONS FACING DOWN PROVIDE SEPARATE 6'SOLID HDPE PERIMETER ROOF n-4 1 GUTTER AND DOWNSPOUT STORM DRAINAGE PIPE ABOVE FOOTING DRAIN AS NEEDED COORDINATE WITH DOWNSPOUT AND OUTLET LOCATIONS DO NOT CONNECT DOWNSPOUTS TO 11 Berkley Lane FOOTING DRAIN FOUNDATION FOOTINGS TO EXTEND MIN 42'BELOW GRADE Rye Brook•New York 2. FOOTING:12'DEEP CAST IN PLACE REINFORCED CONCRETE SPREAD FOOTING SEE PLANS, y SECTIONS,AND DETAILS FOR SIZES AND REINFORCING 10573 3. CRAWL SPACE SLAB:3'CONCRETE RAT SLAB ON 15 MIL CONCRETE RATED VAPOR BARRIER (TAPE SEAMS)OVER 6'COMPACTED 1 1/2'CRUSHED STONE ON FILTER FABRIC ON COMPACTED 516.314•1385 FILL. B03 4. EXTERIOR WALL CONSTRUCTION:NEW SIDING OVER TYVEK HOMEWRAP ON tz APA RATED EXPOSURE 1 PLYWOOD STRUCTURAL SHEATHING ON 2X4 WOOD STUDS AT 16'O C WITH 12.GYP BD INTERIOR SHEATHING PROVIDE MIN R-20 INSULATION WITHIN FRAMING SEE BATHROOM EGRESS WALL NOTE FOR INTERIOR SIDE OF BATHROOM WALLS SEE EXTERIOR ELEVATIONS FOR SIDING -P1 I SPECIFICATIONS 5. INTERIOR WALL CONSTRUCTION:'2"GYPSUM BOARD ON 2X4 WOOD STUDS AT 16'O C UNLESS DIMENSIONED AS 2X6 OR OTHERWISE PROVIDE SKIM COAT WHERE MATCHING EXISTING PLASTER WALLS IN ROOM PROVIDE CEMENT BOARD WHERE BACKING TILE 6. BATHROOM/LAUNDRY WALL CONSTRUCTION:2X4 WOOD STUDS AT 16'O C,UNLESS DIMENSIONED AS 2X6.WITH 12-PAINTED MOISTURE RESISTANT GYP BD ON WET SIDE OF WALL N AND 12-PAINTED GYP.BD.ON OPPOSITE SIDE PROVIDE 3'ROCKWOOL SAFENSOUND INSULATION FOR ACOUSTIC SEPARATION PROVIDE CEMENT BOARD WHERE BACKING TILE BEDROOM#5 7. SOUNDPROOFED WALL.PROVIDE 3'ROXUL SAFE'N'SOUND WITHIN WALL FRAMING CAVITIES - S. SHOWER WALLS:FULL HEIGHT TILE OVER SCHLUTER KERDI WATERPROOFING MEMBRANE ON'z NEW 2x8 CEMENT BACKER BOARD Coa 17 AT 16'O.C. 2 9. SHOWER BASE:SITE BUILT USING SCHULTER KERDI SYSTEM TILE FLOOR ON UNMODIFIED 2 A 2 PORTLAND CEMENT THIN SET MORTAR OVER KERDI BONDED WATERPROOF MEMBRANE ON SLOPED PORTLAND CEMENT MORTAR BED We HARDIBACKER(OR EQUAL)BOARD BASE ON 4 - FLOOR.PROVIDE CURB WITH FULL MEMBRANE OVER CURB PROVIDE KERDI-DRAIN FLOOR DRAIN 1 AND PLUMBING REQUIRED FOR SHOWER. A 4'1 10. GLASS ENCLOSURE tz TEMPERED FRAMELESS STARPHIRE GLASS DOOR&ENCLOSURE. uA 11. NICHE:RECESSED INTO WALL Q 6'-w" Z-6' T 0' - 2'-e ,r 12. WASHER/DRYER HOOK-UPS:PROVIDE RECESSED HOOK UP WITH BALL-TYPE MASTER VALVE Q FOR WASHER&DRYER PROVIDE ELECTRICAL,GAS(IF REQUIRED),AND PLUMBING HOOK-UP O 206 NEW c NEW AND INSTALL APPLIANCES PROVIDE WATERPROOF SHOWER TYPE BASE WITH TILE FINISH AND 5,�. tO 15 CL. -v W.I.C. � HOSE TO WASTE OUTLET PROVIDE SMOOTH METAL DUCT DRYER VENT TO EXTERIOR.PROVIDE ® BRAIDED STAINLESS STEEL SUPPLY LINES WITH AUTOMATIC SHUT-OFF VALVES O , i t 13. BUILT-IN CABINETRY:SEE ELEVATIONS. BEARING WALL 14. STONE COUNTERTOP:SPECIFICATION T.B.D. 15. CUSTOM CLOSET SYSTEM:PROVIDED AND INSTALLED BY OWNER'S CLOSET VENDOR G C TO /1r' } 8 15 P1 16. CLOSET SHELVINRDINATE AS REQUIRED. MULTIPLE SHELVES WITH HARDWOOD EDGEBAND LL ' 9 v NEW 207 I 17. CRAWL SPACE ACCESS:MINIMUM 24'x 36'OPENING 11 O MOD'D NEW Cap 18.DRYER VENT:PROVIDE RECESSED DRYER VENT BOX WITHIN WALL FRAMING RUN DUCT WITHIN 1 1 1 W 33•x 54• BATH W.I.C. BEDROOM#4 WALL TO ATTIC VENT THROUGH SIDE WALL OF SHED DORMER ■•• EXISTING SHOWER #2 Z MASTER W a _GENERAL FLOOR PLAN NOTES BATH + 10 Y NEW 2x8 t k z 204 17 EXISTING AT 16'O.C. (J b 1. SEE BUILDING SECTIONS,WALL SECTIONS,AND DETAILS FOR BUILDING THERMAL INSULATION 14 BEDROOM#2 CO4 UO AND VAPOR BARRIER REQUIREMENTS Q - 'r' 2 INSULATE ALL WATER SUPPLY AND DRAINAGE PIPING IN WALLS AND CEILINGS WITH NEOPRENE 5 r =O TO PREVENT CONDENSATION AND FOR SOUNDPROOFING i 3 ALL DOORS,WINDOWS,AND CASED OPENINGS SHALL HAVE CASINGS CONFIRM FINAL CASING W NEW � �a z CL. FINISH WITH ELEVATIONS O 4. ALL MECHANICAL,ELECTRICAL,AND PLUMBING SHALL BE PROVIDED PER CODE =- 201 I 5. COORDINATE ALL FLOOR FRAMING MEMBERS AND LAYOUT WITH MANUFACTURERS STANDARD a SPECS AND DETAILS.ALL LVL BEAMS SHALL BE ANCHORED AND ATTACHED AS PER O W MANUFACTURER RECOMMENDED METHODS J 6 DOUBLE ALL FRAMING MEMBERS UNDER PARALLEL PARTITIONS,TYP EXISTING 5 202 -3'-Ur IV-0'-___ 7. PROVIDE SOLID BLOCKING IN FLOOR FRAMING UNDER ALL APPLIANCES,BUILT INS,KITCHEN .J __ ISLAND,BATH FIXTURES AND ALL COUNTERTOP LOCATIONS EXISTING STAIR HALL -- BEARING WALL 8 ALL FIXTURES AND FINISHES TO BE VERIFIED BY ARCHITECT AND OWNER0 co MASTER 9 ALL MECHANICAL,ELECTRICAL,AND PLUMBING SHALL BE DONE ON A FULL'DESIGN BUILD'BASIS BEDROOM BEDROOM NEW NEW AND PROVIDED PER CODE AND AS INDICATED ON DRAWINGS O 2T t C 10. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL REQUIREMENTS INCLUDING WIND RESISTANCE I i o 6 HALL W.I.C. REQUIREMENTS,HURRICANE CUPS,TIES,STRAPS,HOLD DOWNS,ETC W 11. INSTALL APPLIANCES AND PLUMBING FIXTURES AS INDICATED ON PLANS INCLUDING 9'0' 212 16 15 ASSOCIATED PLUMBING AND ELECTRICAL REQUIREMENTS SEE ALLOWANCES FOR FURNISHING N Q. ITEMS. - 211 I I 12. PROVIDE CUSTOM CABINETRY AND MILLWORK AS INDICATED IN PLAN SEE ALLOWANCES FOR 214 R127. i 213 r-9. 210 I I FURNISHING ITEMS. ED 61'P1 12 16 I II/ 13. PROVIDE STONE COUNTERTOP WHERE COUNTERTOPS ARE INDICATED.SEE ALLOWANCES. .( q WASH 14 (U Y4. IV T I.f' FRAMED WALL DIMENSIONS INDICATED ARE MEASURED FROM FACE OF WALL NEW Y p 12 i NEW �P� j : BEDROOM#3 SHEATHING TO FACE OF WALL SHEATHING UNLESS NOTED OTHERWISE R• Sq I I LAUNDRY a° DRY I "v BATH -- _ EXSTG EXSTG z �._�. s L CLOSET CLOSET RM a is #3 ; Tue � %: 44 TEMPER � 11 / D01 4 D02 003 i NEW 2x8 - - AT1WO.C. q }�I �. 03 80 Ii � GRESS I JJ vv i ISSUED FOR: AQ2 4 PERMIT ISSUED DATE: 3.21.2022 REVISION DATE: REVISION NO.: 1 3 STRUCTURAL POST SCHEDULE P1-3 Yi x 5 Y;PARALLEL STRAND LUMBER(PSL)POST P2•HSS 3 Ys'x 3 Y2 x 5/s SQUARE TUBE COLUMN SECOND FLOOR GENERAL STRUCTURAL NOTES CONSTRUCTION 1.ALL NEW 2x WOOD FRAMING MEMBERS SHALL BE DOUGLAS FIR LARCH NO 2 2 ALL NEW LVL SHALL BE 1 34*THICK AND MINIMUM 2 OE PLAN 3 ALL NEW POSTS SHALL BE SUPPORTED DOWN TO BEARING STRUCTURE USING A POST OF EQUAL STRENGTH/SPECIFICATION 4 MULTIPLE 2x WOOD MEMBERS SHALL BE LAMINATED WITH NAILS PER THE REQUIREMENTS OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 5 MULTIPLE LVL MEMBERS SHALL BE LAMINATED PER MANUFACTURER'S SPECIFICATIONS 6 ALL LVLS TO BE UPSETIFLUSH WITH FINISHED CEILING U N O OR IN WALL CAVITY 7 USE SIMPSON HEAVY DUTY HANGERS AT ALL FLUSH LVL BEAM CONNECTIONS 8.PROVIDE SIMSPON CC CAP AT POSTS SUPPORTING BEAMS FROM MORE THAN ONE DIRECTION. NOTE: SECOND FLOOR CONSTRUCTION PLAN ALL EXISTING STRUCTURAL INFORMATION IS ASSUMED BASED UPON FIELD OBSERVATION AND WILL 114.-1.-0. BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND ARCHITECT DURING THE DEMOLITION PROCESS. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES WITH THE EXISTING 2E3 CONDITIONS. 10 OF 17 ROOF CONSTRUCTION PLAN NOTES Q Evan Sakofsky A. SHINGLE ROOFING*:E IRO O HERED MEMBRANE UNDERLAYMENT OVER 5/8' A R C H I T E C T SURE 1 PLYWOOD ROOF SHEATHING.PRODUCT TO BE INSTALLED PER MANUFACTURER 3 RECOMMENDED INSTALLATION INSTRUCTIONS ADDITIONAL MATERIALS AND ACCESSORIES A-4 1 SHALL BE UTILIZED AS REQUIRED INSTALL NEW ROOFING OVER EXISTING SHEATHING WHERE ROOFING IS BEING REPLACED.BUTTS OF FIRST COURSE SHOULD PROJECT 1 1/2'BEYOND FASCIA AND APPROX.1'OVER THE GABLE OR RAKE ENDS. 11 Berkley Lane B. STANDING SEAM METAL ROOF:16 OZ.COPPER STANDING SEAM ROOFING Rye Brook•New York C. METAL TRANSITION FLASHING:PROVIDE CONTINUOUS COPPER TRANSITION FLASHING WHERE 10573 WALL MEETS ROOF.PROVIDE 6'LAP FLASHING LAP. D. GUTTER:W HALF ROUND BROWN ALUMINUM GUTTERS WITH SHANKS FOR NAILING TO SHEATHING AND CIRCLE HANGERS WITH SPRING CUPS AS REQUIRED. 516•314•1385 P1 E. DOWNSPOUT:4'DIAMETER PLAIN ROUND BROWN ALUMINUM DOWNSPOUTS WHERE SHOWN FINAL LOCATION TO BE DETERMINED IN FIELD.TIE INTO STORM DETENTION SYSTEM- F. NEW RAKE&EAVE TRIM:SEE DETAILS. E E G. OPEN VALLEY:ROOF VALLEYS TO BE OPEN WITH 16 OZ.LEAD-COATED COPPER FLASHING OVER CONTINUOUS WATER AND ICE SHIELD EXTENDING 3'-0'EACH SIDE OF VALLEY. (2)2x10 RAFTER _I FLASHING AND ROOFING GENERAL NOTES I Q 1. ROOF FLASHING PRODUCTS SHALL BE FULLY COMPATIBLE WITH ROOFING SYSTEMS AND GUTTERS. u! �d' 2.FLASHING INCLUDES BUT IS NOT LIMITED TO:CAP FLASHING,STEP FLASHING,THROUGH-WALL FLASHING, W I 0 �(P►r HIP FLASHING,EDGE FLASHING,RIDGE FLASHING,VALLEY FLASHING.ED`r G O / v 3.FLASHING SHALL BE INSTALL AS REQUIRED PER SMACNA RECOMMENDATIONS TO ACHIEVE A COMPLETE mill 11:12 WATER TIGHT STRUCTURE IN ALL RESPECTS. Q� cc 4.ALL FLASHING TO BE 16 OZ.RED COPPER UNLESS OTHERWISE NOTED. ui > NEW 2x10 S.PROVIDE GRACE ICE AND WATER SHIELD UNDERLAYMENT UNDERLAYMENT AT ALL EAVES,RIDGES, 2 o J AT 16'O C 2 VALLEYS,INTERSECTIONS AND CHANGES IN ROOF PLANE PROVIDE HORIZONTAL OVERLAPS AND ENDLAPS STAGGERED BETWEEN LAYERS;LAY PARALLEL TO RIDGE LINE WITH 2 1/2'HORIZONTAL LAPS AND 6' VERTICAL LAPS.EXTEND MIN.24'PAST INTERIOR SIDE OF EXTERIOR WALLS.DO NOT COVER ENTIRE ROOF z A-4 1 I G _ WITH ICE AND WATER SHIELD UNLESS ROOF SLOPE IS LESS THAN 4:12 IN WHICH CASE PROVIDE UNDER Y I E ENTIRE AREA LESS THAN 4:12. I &ALL PLUMBING VENTS SHALL BE COPPER. �• `J D (2)200 RAFTER E —I INTO SPUTTER BELOW OUT DRAINS cl O *ALTERNATE PRICING: O Q OVIDE DEDUCT ALTERNATE PRICING FOR ASP T SHINGLE ROOF.IN LIEU OFEGAF O SHINGLE ROOFING SPECIFIED ABOVE,PROVIDE THE NET COST SAVINGS TO INSDOWNSPOUT DRAINS TIMBERLINE ULTRA HD ARCHITECTURAL FIBERGLASS REINFORCED ASPHALT SHIHINTO GUTTER BELOW Pt STAIN GUARD PROTECTION OVER GAF SHINGLE-MATE FIBERGLASS REINFORCED W > UNDERLAYMENT. 0 40 W 11:12 NEW 2x10 AT16'0C OVERBUILD NEW 14'LVL RIDGE BOARD w q EXTEND EXSTG ROOF;-- ROOF THIS AREA do i OVERBUILD ON NEW ROOF Z o� O V x0 N ram' m Q �� O / Z Q J NEW CRICKET AT CHIMNEY O W OVERBUILD NEW ROOF THIS AREA O O�/ . I E W \\I to 40 cc NEW 2x10 I I \ m 5! AT16'OC 00 cm (2)2x10 RAFTER — D AIL ZD cc W N `~ w -� DOWNSPOUT DRAINS I I INTO GUTTER BELOW I '------ ---1T c E I I (2)2100 RAFTER DOWNSPOUT DRAINS D 371 g' INTO GUTTER BELOW • — — E ISSUED FOR: PERMIT D E A B TI - ISSUED DATE: 3.21.2022 D 0 E E REVISION DATE: REVISION NO.: 1 3 ROOF CONSTRUCTION PLAN ROOF CONSTRUCTION PLAN AIIIIIIIII 204 11 OF 17 EXTERIOR ELEVATION MATERIALS LEGEND O Evan Sakofsky 1. SHINGLE ROOFING:SYNTHETIC POLYMER SHAKES.COLOR=AGED CEDAR. A R C H I T E C T 2. METAL ROOFING:STANDING SEAM GALVALUME. 3. SIDING:JAMES HARDIE SHINGLE SIDING,STRAIGHT EDGE PANELS;COLOR=COBBLESTONE. Q 4. FASCIA,RAKE,&SOFFIT:NEW PAINTED WOOD,CPVC AND/OR VINYL TRIM;COLOR=WHITE. N 5. NEW WINDOW:SEE PLANS&SCHEDULE. 6. WINDOW TRIM:NEW%x 3 Y2°CPVC CASINGS AT ALL WINDOWS.COLOR=WHITE. 11 Berkley Lane 7. CHIMNEY:EXTEND EXISTING CHIMNEY WITH NEW BRICK TO MATCH EXISTING.CLEARANCE Rye Brook•New York BETWEEN NEW ROOF AND TOP OF FLUE TO COMPLY WITH RCNYS TABLE R1001.1 AND FIGURE y t - / 10573 1 Y 8. (NOT USED) 3•THICK THERMAL BLUESTONE WITH ROCKFACED EDGES SET ON BRICK LEGS. 516.314•1385 BUILDING HEIGHT 10. NEW DOOR:PAINTED DOOR AND SIDELITES.SEE DOOR SCHEDULE.COLOR=T.B.D. 11. PAINTED WINDOW CROWN:SEE DETAILS. - 4 _ 2 _ EXISTING SECOND FLOOR z a la cr- - - - - - - - - ---- ---- _- - - - 0 EXISTING FIRST FLOOR -- uj 10 EXSTG GARAGE DOOR J Z MEAN GRADE C Y la Z 0 W Q 0 0 FRONT ELEVATION O _ co-0 1/4-=1'.0' O W 9 mi N >- 7 co I= f� - --- SEAL: OL BUILDING HEIGHT �J ----- --- _ Eo ARc 4 NE`N� ISSUED FOR: — - --- — PERMIT OL EXISTING SECOND FLOOR 5 -- 5 N ISSUED DATE: 3.21.2022 REVISION DATE: REVISION NO.: 2.22.2023 1 s �EXISTING FIRST FLOOR — - --__----- --- --- ------ ------ -- ---_-- -_---_ -_-- -- EXTERIOR MEAN GRADE ELEVATIONS 2 RIGHT SIDE ELEVATION 1/4=1 12 OF 17 EXTERIOR ELEVATIgNjM#MR1AjLS LEGEND Q Evan Sakofsky 1. SHINGLE ROOFING: COLOR=AQ&e0CtVM. 2. METAL ROOFING:STANDING SEAM A R C H I T E C T 3. SIDING:JAMES HARDIE SHINGLE SIDI STRAIGHT EDGE PANELS;COLOR=COBBLESTONE 4. FASCIA,RAKE,&SOFFIT:NEW PAI WOOD,CPVC AND/OR VINYL TRIM:COLOR=WHITE I - 5. NEW WINDOW:SEE PLANS&SCHED 6. WINDOW TRIM:NEW 54 x 312 CPV ASINGS AT ALL WINDOWS COLOR=WHITE. 11 BerkleyLane i 77 7. CHIMNEY:EXTEND EXISTING C EY WITH NEW BRICK TO MATCH EXISTING CLEARANCE BETWEEN NEW ROOF AND T OF FLUE TO COMPLY WITH RCNYS TABLE R1001 1 AND FIGURE Rye Brook-New York �� I R1001.1. 10573 I,,. i.••�'� 4 S. BRACKET:PAINTED TIMB BUILD SMOOTH CEDAR WOOD BRACKET#02T19 COLOR=WHITE ♦ /�. % =-\� � :. 9. CHIMNEY CAP:3'THICK ERMAL BLUESTONE WITH ROCKFACED EDGES SET ON BRICK LEGS 516•314•1385 /. ;!=:--•-•--••-••---\iii� 10. NEW DOOR:PAINTED R AND SIDELITES SEE DOOR SCHEDULE COLOR=T B D BUILDING HEIGHT /, y ' '-'' ' \ 11. PAINTED WINDOW C WN:SEE DETAILS "Z .............----------------_......................... j -••-..-•-•• -• --- _--- _._......_-...... ..........----•-' - ---- - - -.;- - �_.....-'-- ---�_ -- - -- - --. ••-- ••- - --- - 5 _..._ - - ......... -- --------- - W -- ---_- -- -........:._._.;......._._........ _--------_....._._...._..__.....-- -- -- -- -.........--••---•- --_----------- - ---. ------ - - --- -- -..............._......_..................................-......._.....--....-•---... ;_: . r. DOSTING SECOND FLOOR --- ------- ..._- ------- - - ... __...-..... - - - ---- ----- -- --- -......- - - -- -- ------------...- ---._...--"---._--..----------- -....-------------_.....-------- C.) _ _ _.' — _— •• — — —_--— ------------------------------ LLI cr- � 0 —__ _- — ---- ---—i i i5 —' 'j I ; �I ----- - -----�--- ---_— .............. _ -- - - _ r I -_ . _...... _ EXISTING FIRST FLOOR __ - - ---_ - ' ' i rT L �_:_ i - - -•-----------....___..-_-- �.- ter,� i V_. •_ _- ,_... .____._. J z }�MEAN GRADE I I i ;�i`_j I --__ _-- •- ' - = I < 0 v � J � J REAR ELEVATION W m 0 W N � --- R D - R �5 . = ... JP cis �BUILDING HEIGHT - � 71 - - .� s�/J--. _ `t..� � -__•_.- -,�----^----•�•,'- •r-; 1..i_:� �,; I 'I 1._�- �r !_I \� •4 -? Q n r- - - , -I ,`� I; _I -I i �. ISSUED FOR: PERMIT EXISTING SECOND FLOOR E ------ 4 __-•--•-----.------------ - - - ---- - -- - - - ISSUED DATE: 3 - ---- 3 REVISION DATE: REVISION NO.: I; ---- - ---- - -- = - 1 -- EXISTINGFIRST FLOOR ff-._....___ - - ....................-..............._...._..................................._.. ..._ ......... - - -......_.._............ ....---.•............_..._.............. _ -_ - - .- - -....._..._._._..._._...........---••••...... ............._........ .. ................ _.....------•=--•----•--•---•----:..:.�..........-----.............. EXTERIOR ._�___----__------____--—__-- 0 ELEVATIONS MEAN GRADE 2 LEFT SIDE ELEVATION 302 13 OF 17 Evan Sakofsky ARCH I T E C T UNCOMPRESSED R•38 FIBERGLASS INSULATION WITHIN NEW-�� 11 Berkley Lane Rye Brook-New York BUILDING HE EIUNG JOISTS AS PERMITTED BY 2020 RCNYS N1102.2.1; y ND4)%C R WALL- PLATE-AT€AVES \ 10573 J a� 516.314.1385 —— NEW BEAM;SEE PLANS` ^—— _ EXSTG PORCH CONSTRUCTION v FINISHED FLOORING ON 23/32'T&G _ _ ROOF SHINGLES WEYERHAUSER GOUT SUBFLOOR, (SEE ROOF PLAN) GLUED&SCREWED,TYP;SEE G-3 NEW NEW LAUNDRY w BEDROOM EXISTING BUILD UP EXSTG ROOF RM +I HALL BEDROOM#2 Lus a ALIGN W/ADJACENT DEN ROOF OL EXISTING SECOND FLOOR ^—— HALF-ROUND GUTTER; \ ROOF SHINGLES SEE ROOF PLAN (SEE ROOF PLAN) EXTEND EXSTG ROOF EAVE z EXISTING W EXISTING LIVING --HALF-ROUND GUTTER; 0 ROOM NEW PAINTED CPVC TRIM AS REQUIRED SEE ROOF PLAN COVERED 10 Q O PORCH _ _ O > EXISTING FIRST FLOOR EXSTG PORCH CEIUNG y u u u u u u u u u u u u u u u u u CC EXSTG COLUMNS - -- _MEAN GRADE —ZXISTINGr— _-_ ___•• W W UNFINISHED ±r BASEMENT z Q EXISTING BASEMENT _ Q FRONT PORCH EAVE DETAIL REAR EXSTG ROOF EAVE DETAIL Y 4 1 1a•c 1'-0_ 5 1 Wr n 1•-0• z O BUILDING SECTION Q 1 1u•=r-0• O O O -17 W N >- APPLY INTUMESCENT PAINT FIRE eb IGNITION BARRIER ON EXPOSED - R�9 CC SPF- e SPRAY-FOAM INSULATION v �/ Alt SA -- RIDGE BEAM ! - _r= F1_yy ; _ —__ !i; >�f � �j � � �� `I' e 't T *--- - --*- -- R49 CC-SPF % �� dFT-1-1 _ ' SEE PLANS AWN \ � �/ 1�L{� - I � .i �i � ,i i jj .I � i - j � i �� :i it •`� lam. y I li OL BUILDING HEIGHT ! ,,i �'�' /� BUILDING HEIGHT NEW 1 j — yT� NEW �NFINISRED i, UNFINISHED ATTIC i! APPLY INTUMESCENT ATTIC PAINT FIRE IGNITION BARRIER ON EXPOSED 1 SPRAY-FOAM INSULATION ti - RAFTER TIES �f N O RAFTER TIESOP NL_ 2 - `n NEW -- NEW NEW z NEW ISSUED FOR: CD �� ^— -►� `�o' a: BEDROOM#5 FINISHED FLOORING ON 23/32'T&G BEDROOM#3 BEDROOM#4 U. BEDROOM#5 >5 IS f I WEYERHAUSER GOLD SUBFLOOR, PERMIT m a I GLUED&SCREWED,TYP;SEE G-3 m NEW BEAM; Ste"BEAM EXISTING SECOND FLOOR �`-— ^�� R 21 CC SPF ISSUED DATE: EXISTING SECOND FLOOR SEE PLANS i to N cy I a_ I I REVISION DATE: REVISION NO.: -R 21 CGSPF I - EXSTG BEAM;CONTRACTOR TO VERIFY BEAM SIZE&REPORT TO FINISHED FLOORING ON P_ ___` 23/37 T&G WEYERHAUSER X NEW OFFICE = NEW ARCHITECT;REINFORCEMENT OR GOLD SUBFLOOR,GLUED& Q w A�2 REPLACEMENT MAY BE NEEDED CO NEW PLAY NEW OFFICE SCREWED,TYP;SEE G-3 +�U BATH EXISTING < ROOM GARAGE 4 _ As.2 A42 BUILDING OL EXISTING FIRST FLOOR 06 EXISTING FIRST FLOOR ^ I - SECTIONS & I I I DETAILS MATCH NEW SLAB NEW CONDITIONED EXST'G CRAWL NEW CONDITIONED MEAN GRADE —c"RAWL SP CE �_ _� _ -_ MEAN GRADE EXSTG-FAI�NDATFANS-&SLABS SPACE_ ��kv.TO EXISTING CRAWL SPACE I I I I I I I I BUILDING SECTION 3 BUILDING SECTION ■ 2 =1•-0' 14OF 17 Evan Sakofsky 1' ARCHITECT PROVIDE ROOF SHINGLES UPLIFT CUP AT PROVIDE BLOCKING (SEE ROOF PLAN) EACH RAFTER BETWEEN RAFTERS 11 Berkley Lane PROVIDE PAINTED CPVC CROWN MOLDING,IL E04 Rye Brook New York PROVIDE BLOCKING UPLIFT CUP AT 3 BETWEEN RAFTERS EACH RAFTER PAINTED s.'CPVC TRIM �/ T- 516.314•1385 PAINTED PINE SOFFIT J 'p HALF-ROUND GUTTER; ROOF SHINGLES / 72 SEE ROOF PLAN (SEE ROOF PLAN) PAINTED CPVC BED MOLDING.IL E06—/ \� PAINTED 54 CPVC TRIM HALF ROUND GUTTER; SEE ROOF PLAN PAINTED CPVC CROWN MOLDING,IL E04 WINDOW HEADER;SEE PLANS PAINTED S/s CPVC TRIM PAINTED PINE SOFFIT 1'-0' Aw �. PAINTED CPVC BED MOLDING,IL E06 TYP.RAKE DETAIL PAINTED s4 CPVC TRIM PAINTED%CPVC TRIM 77 - 3 ,,rr_r o- _(r z PAINTED PINE SOFFIT Ulf 1� SHED DORMER EAVE DETAIL 0 1 PAINTED CPVC BED MOLDING,IL Eos o O PAINTED S/a CPVC TRIM - O 2 TYP.EAVE DETAIL W3: NEW TYP.EXTERIOR WALL CONSTRUCTION J Z -- EXISTING FIRST FLOOR o Q ^ _ - P T SILL PLATE W/ Lu O SILL SEALER 8 TWO ROWS OF 50 YEAR m SILICONE SEALANT O cc: ................._............... ........ _ J _ m RE_B_AR LAP SPLICES SHALL BE O PROVIDED IN ACCORDANCE WITH IRC R608.5.4.3 W -- #4 BAR HORIZONTAL AT 24'O.0 MAX BOTTOM#4 CONT.AT WALL TOP AND J cm CONTINUOUS MIN.R-10 FOIL-FACED--- -tz X 12'ANCHOR BOLTS;SEE A RIGID INSULATION ON 6 MIL _ SHEETS 1 FOR SPACING POLYETHYLENE SHEETING - =� (� TYPICAL FOUNDATION WALL ` STRUCTURAL REINFORCING,8 -PARGE COAT ON \' �• SA COPPER FLASHING WATERPROOFING DETAILS FOR ALL !- FOUNDATION WALL l FOUNDATION WALLS UNLESS PAINTED 2x8 CEDAR LEDGER NOTED OTHERWISE(U.N.O.) ` NEW TYP.EXTERIOR PAINTED 2x6 CEDAR RAFTERS AT 16'O.C. WALL CONSTRUCTION r41� _ SELF ADHERED MEMBRANE VAPOR BARRIER W/ UNDERLAYMENT TAPED SEAMS 16 oz.STANDING SEAM COPPER ROOFING GRADE VARIES; - i V.I F. - JL,EXISTING SECOND FLOOR C)O`) G DAMPPRooFING 10 #6 BAR VERTICAL @ 28'O C ~�'� ISSUED FOR. PERMIT 36'LONG#5 BAR SET INTO FOOTING @ (2)1 Yz x 10' - 24'O C OVERLAP W..1 VERT REINF PAINTED CEDAR 7f BEAM ISSUED DATE: FILTER FABRIC OVER 3.21.2022 f CRUSHED STONE f REVISION DATE: REVISION NO.: #4 CONT AT TOP AND BOTTOM OF WALL cri • _ _ STORM DRAIN PIPE p Lu - - - PAINTED CEDAR BRACKET; -EXST'G GARAGE WALL SEE ELEVATIONS CONSTRUCTION #4 REINF BARS AT 48'O.C.-- o DETAILS (3)#4 REINF BARS CONT. 54 PAINTED CEDAR BLOCKING ��- PERFORATED FOOTING DRAIN SET INTO CRUSHED STONE W/ 2'-6' FILTER FABRIC,RUN TO DAYLIGHT OR CRUSHED STONE AL (�) FOUNDATION DETAIL OVERHANG DETAIL _NEW�� 5 „n_,� 4E2 IS OF 17 CEILING&ELECTRICAL PLAN SYMBOLS Evan Sakofsky ® EXHAUST PROVIDE WITH RIGID PANASSONIC 110 CFM CT EXHAUST R CEILING FAN;COLOR=WHITE ARCHITECT SIC AUDIBLE/VISIBLE HARDWIRED SMOKE&CO DETECTOR of RECESSED DOWNLIGHT,NUMBER INDICATES FIXTURE TYPE 11 Berkley Lane Rye Brook•New York 10573 I--,0 WALL MOUNTED LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE 516.314.1385 CEILING MOUNTED LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE o CONCEALED UNDERCABINET LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE \ 2- �2 �z 1 / NEW OFFICE / 4 WALL MOUNTED CLOSET LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE NEW � I W /BATH // 1 f-PROVIDE GFCI RECEPTACLE WHERE IND'CATEO EXISTING 9i #4 i \ �`�( GROUNDED DUPLEX WALL MOUNTED RECEPTACLE I --�� DECK z S� �u GROUNDED DUPLEX WALL MOUNTED RECEPTACLE WITH DUAL USB RECEPTACLES; LUTRON CAR-IS-UBTR OR APPROVED EQUAL Y EXPANDED PROVIDE NEW SWITCH IN EXISTING LOCATION WHERE IND CATED uj —— 3 EX SWITCH;ALL SWITCHES TO BE LUTRON DIVA DIMMERS,SWITCH TYPE TO BE W C MUD 2 COMPATIBLE WITH LIGHT FIXTURE REQUIREMENTS ROOM PROVIDE SWAY OR 4-WAY SWITCH WHERE IND CATER O 1. 1 Ile�/ / \ \ JAMB SWITCH fA I S� 92 �,. �2 Ul I= / �_ RECESSED UNDER CABINET PLUG MOLDING;LEGRAND 2000 SERIES GFG; ( NEW PLAY( JUNCTION BOX SHALL BE CONCEALED WITHIN CABINET OR WALL L.j1 1 ROOM 1 1 \��,--_�� _j z s/c \ 2 2 GENERAL ELECTRICAL&LIGHTING PLAN NOTES W 1 IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO PROVIDE A LIGHTING SYSTEM < w WHICH IS COMPLETE AND OPERATIONAL INCLUDING ALL MATERIALS AND EQUIPMENT Q �s�rs ��s�rs NECESSARY TO ACCOMPLISH THIS INTENT SUBSTITUTIONS TO SPECIFIED LIGHTING AND EXISTING NEW CL. CONTROL EQUIPMENT SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW AND APPROVAL BY KITCHEN 3 THE OWNER W 2 APPLICABLE REQUIREMENTS OF THE CURRENT NATIONAL ELECTRICAL CODE(NEC)AND STATE O AND LOCAL CODES SHALL GOVERN AND DETERMINE THE MINIMUM STANDARD OF WORK IN THE EVENT OF CONFLICT BETWEEN THIS DRAWING AND THE APPLICABLE CODE,THE CODE SHALL O PREVAIL AND THE INSTALLATION SHALL BE MADE IN CONFORMANCE WITH THE CODE 3.ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL LIGHTING EQUIPMENT J WITH THE GENERAL CONTRACTOR AND ANY APPLICABLE SUB-CONTRACTOR(I.E FRAMING, EXISTING MECHANICAL,CABINETRY,ETC.)PRIOR TO ROUGH-IN LIVING 4.ALL FIXTURE LOCATIONS TO BE VERIFIED AFTER ROUGH-IN INSTALLATION,PRIOR TO DRYWALL., W BY ARCHITECT AND/OR OWNER.IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR __ I—l�I I -T ROOM THRU THE GENERAL CONTRACTOR TO COORDINATE THIS EFFORT.THE GENERAL CONTRACTOR I I I 1 I I I I AND/OR ELECTRICAL CONTRACTORS SHALL BE HELD RESPONSIBLE FOR MOVING FIXTURES C) \ DURING FINAL LIGHTING INSPECTIONS IF THIS PROCESS DOES NOT TAKE PLACE IIIIIIIII \ 5 CONTRACTOR SHALL PROVIDE ELECTRICAL OUTLETS AS REQUIRED BY CODE AND ui i ADDITIONALLY AS SHOWN ON THIS PLAN.OUTLETS SHOWN ON PLAN ARE IN ADDITION TO THOSE REQUIRED BY CODE.EXISTING RECEPTACLES(NOT INDICATED)SHALL REMAIN N 6 THE GENERAL CONTRACTOR AND THE ELECTRICAL CONTRACTOR ARE RESPONSIBLE FOR ! REVIEWING THE INFORMATION OF ALL OF THESE PLANS IF THERE ARE ERRORS OR OMISSIONS OR QUESTIONS CONCERNING THESE PLANS PLEASE CONTACT THE ARCHITECT FOR Q D ✓/ ! I I I I I 1 1 j CLARIFICATION. EXISTING EXISTING c __ �� P.R. FOYER R• `SA LIGHT FIXTURE SCHEDULE 1.DECORATIVE FIXTURE CEILING OR WALL SURFACE MOUNTED FIXTURE PROVIDED BY OWNER AND INSTALLED BY G.C.Fr 2.LED RECESSED DOWNLIGHT:TECH LIGHTING'ENTRA CL'ENCL3R 3'ROUND WITH FLANGED �17 FD(ED TRIM;12 WATT,800 LUMEN 90+CRI OUTPUT WITH 3000K-18DOK WARM DIMMABLE CCT a RANGE;PROVIDE COMPATIBLE DIMMING DRIVERS FOR 5%DIMMING.PROVIDE ADJUSTABLE EXISTING TRIM AT SLOPED CEILINGS / /TO TIMER SWITCH; 3.LED CLOSET UGHT:FEELUX FLX STIX NDPRO,11 WATT,33.19'LONG,857.5 LUMEN 90+CRI If OUTPUT. T.B.D. GARAGE OUTPUT,3000K PROVIDE MOUNTING BRACKETS AND DRIVER AS REQUIRED 1A -REPLACE EXSrG EXISTING / 4.FUTURE FIXTURE LOCATION:PROVIDE WIRED JUNCTION BOX WITH COVER PLATE FOR FUTURE �7 RECESSED LIGHTING COVERED ( SURFACE MOUNTED LIGHT FIXTURE BY OWNER. ` 3 71 S PORCH I S.EXTERIOR FLOOD LIGHT:PROVIDE CUT SHEET FOR APPROVAL BY OWNER AND ARCHITECT. EXISTING -11 0 DEN ISSUED FOR: — PERMIT ISSUED DATE: 3.21.2022 REVISION DATE: REVISION NO.: 0 FIRST FLOOR ELECTRICAL&LIGHTING PLAN ELECTRICAL& )1;4* 1*-V LIGHTING PLANS 16 OF 17 CEILING&ELECTRICAL PLAN SYMBOLS Evan Sakofsky ® PROVIDE WITHRIGID METAL DUCT EXHAUST CEILING FAN;COLOR=WHITE ARCHITECT S/C AUDIBLE/VISIBLE HARDWIRED SMOKE&CO DETECTOR c# RECESSED DOWNLIGHT,NUMBER INDICATES FIXTURE TYPE 11 Berkley Lane Rye Brook-New York 10573 1--0,? WALL MOUNTED LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE 516.314.1385 * CEILING MOUNTED LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE CONCEALED UNDERCABINET LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE a2 / 4 WALL MOUNTED CLOSET LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE / NEW ��4. I -PROVIDE GFG RECEPTACLE WHERE[NO CATEO W BEDROOM#5 // ��( GROUNDED DUPLEX WALL MOUNTED RECEPTACLE /"2 / 2. 2 u GROUNDED DUPLEX WALL MOUNTED RECEPTACLE WITH DUAL USB RECEPTACLES; / S/C LUTRON CAR-I5-UBTR OR APPROVED EQUAL v 1 I PROVIDE NEW SWITCH IN EXISTING LOCATION WHERE iND;CATED ul i \ NEW EX SWITCH;ALL SWITCHES TO BE L.UTRON DIVA ch A DIMMERS,SWITCH TYPE TO BE 0 � \ $ '-� \ 3 W I.0 3 1 COMPATIBLE WITH LIGHT FIXTURE REQUIREMENTS O N EW PROVIDE SWAY OR 4-WAY SNITCH WHERE INUCATED - CL. O -- JAMB SWITCH NEW FOCI N / W W.I.C. EXISTING — RECESSED UNDER CABINET PLUG MOLDING;LEGRAND 2000 SERIES GFCI; Q2. JUNCTION BOX SHALL BE CONCEALED WITHIN CABINET OR WALL \\ BEDROOM#2 42. /92 NEW �2. i W W EXISTING — 2 _ / BEDROOM#4/ _ J z MASTER II / EXST'G RECESSED � I —_I I BATH �MOD'D i ' LIGHTING TO REMAIN / - I I GENERAL ELECTRICAL&LIGHTING PLAN NOTES 1 IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO PROVIDE A LIGHTING SYSTEM Q #2 1 \,� WHICH IS COMPLETE AND OPERATIONAL INCLUDING ALL MATERIALS AND EQUIPMENT TO 2. �2 4. �2 NECESSARY TO ACCOMPLISH THIS INTENT SUBSTITUTIONS TO SPECIFIED LIGHTING AND NEW RE Q / RECESSED SEED LTS. � CONTROL EQUIPMENT SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW AND APPROVAL BY THE OWNER Ul S/C / / } / / CL, / 2 APPLICABLE REQUIREMENTS OF THE CURRENT NATIONAL ELECTRICAL CODE(NEC)AND STATE 3. I I AND LOCAL CODES SHALL GOVERN AND DETERMINE THE MINIMUM STANDARD OF WORK IN THE O EVENT OF CONFLICT BETWEEN THIS DRAWING AND THE APPLICABLE CODE,THE CODE SHALL m Q PREVAIL AND THE INSTALLATION SHALL BE MADE IN CONFORMANCE WITH THE CODE. O I �2 2 2. 3.ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL LIGHTING EQUIPMENT J WITH THE GENERAL CONTRACTOR AND ANY APPLICABLE SUB-CONTRACTOR n E.FRAMING, o MECHANICAL,CABINETRY,ETC.)PRIOR TO ROUGH-IN fr EXISTING 4.ALL FIXTURE LOCATIONS TO BE VERIFIED AFTER ROUGH-IN INSTALLATION,PRIOR TO DRYWALL,EXISTING STAIR HALL / 3 BY ARCHITECT AND/OR OWNER.IT MM IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR W W MASTER SIC THRU THE GENERAL CONTRACTOR TO COORDINATE THIS EFFORT.THE GENERAL CONTRACTOR BEDROOM _ — — — — NEW NEW AND/OR ELECTRICAL CONTRACTORS SHALL BE HELD RESPONSIBLE FOR MOVING FIXTURES �, NEW �, �, CL. W.I.C. DURING FINAL LIGHTING INSPECTIONS IF THIS PROCESS DOES NOT TAKE PLACE. 0 z 2.BEDROOM 2 2 2. — t 5 CONTRACTOR SHALL PROVIDE ELECTRICAL OUTLETS AS REQUIRED BY CODE AND W ADDITIONALLY AS SHOWN ON THIS PLAN.OUTLETS SHOWN ON PLAN ARE IN ADDITION TO —T•T-T T T— HALL � THOSE REQUIRED BY CODE.EXISTING RECEPTACLES(NOT INDICATED)SHALL REMAIN (V 6.THE GENERAL CONTRACTOR AND THE ELECTRICAL CONTRACTOR ARE RESPONSIBLE FOR I I I I I I I I I I I REVIEWING THE INFORMATION OF ALL OF THESE PLANS.IF THERE ARE ERRORS OR OMISSIONS I I I I I I I I I I I i S/C / OR QUESTIONS CONCERNING THESE PLANS PLEASE CONTACT THE ARCHITECT FOR O —i CLARIFICATION Q E p q WASH 6�-y I / NEW --- �Z \\ �- NEW, ` DRR ! I e-ATH 'I it _ / �� LIGHT FIXTURE SCHEDULE EXST'G EXST'G LAUNDRY \ \ # II II -;,_-_.1=:_-_-_=;� ,n RM IL _ ——J\ ,/ �O I I 1 \ 1.DECORATIVE FDXTURE:CEILING OR WALL SURFACE MOUNTED FIXTURE PROVIDED BY OWNER V' ^J CLOSET CLOSET 2. AND INSTALLED BY G.C. I ` J 2.LED RECESSED DOWNLIGHT:TECH LIGHTING'ENTRA CV ENCL3R 3'ROUND WITH FLANGED ' aL—J —�': ?i �2 �i. /` �2 FIXED TRIM;12 WATT,800 LUMEN 90+CRI OUTPUT WITH 3000K-1800K WARM DIMMABLE CCT — ;;t; / / RANGE;PROVIDE COMPATIBLE DIMMING DRIVERS FOR 5%DIMMING.PROVIDE ADJUSTABLE NEW I TRIM AT SLOPED CEILINGS. BEDROOM#3 I 3.LED CLOSET LIGHT:FEELUX FLX STIX NDPRO,11 WATT,33.19'LONG,857.5 LUMEN 90+CRI OUTPUT,3000K PROVIDE MOUNTING BRACKETS AND DRIVER AS REQUIRED 4.FUTURE FIXTURE LOCATION:PROVIDE WIRED JUNCTION BOX WITH COVER PLATE FOR FUTU �b2 SURFACE MOUNTED LIGHT FIXTURE BY OWNER.2. "9 O 5.EXTERIOR FLOOD LIGHT:PROVIDE CUT SHEET FOR APPROVAL BY OWNER AND ARCHITECT. ^ 3718 ! I r- i L -- — 5. ISSUED FOR: INSTALL TO PERMIT UNDERSIDE OF EAVE ISSUED DATE: 3.21.2022 REVISION DATE: REVISION NO.: (,�_->SECOND FLOOR ELECTRICAL&LIGHTING PLAN ELECTRICAL LIGHTING PLANS E�2 17 OF 17 Certifications on this boundary survey map signify that the map was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors, Inc. The certification is limited to persons for whom the boundary survey mop is prepared, to the title company, to the governmental agency, and SUBJECT TO ANY EASEMENTS AND/OR SUBSURFACE STRUCTURES to the lending institution listed on this boundary survey map. RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE Any alteration or addition to this survey is a violation of SECTION 7209 of the NEW YORK STATE EDUCATION LAW, except as PREMISES AT THE TIME OF THE SURVEY per SUBDIVISION 2. All certifications hereon are valid for this map and copies thereof only if said mop or copies bear the inked or impressed seal of the surveyor whose original signature appears hereon. SUBJECT TO COVENANTS, EASEMENTS, RESTRICTIONS, � CONDITIONS AND AGREEMENTS OF RECORD UNDERGROUND UTILITIES SHOWN HEREON BASED ON UTILITY EVIDENCE VISIBLE AT GROUND SURFACE AND ARE SUBJECT 1 TO FIELD VERIFICATION BY EXCAVATION 1 1 UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR 1 REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO 1 THE SURVEYED PREMISES 1 1 WETLANDS IF ANY ARE NOT SHOWN 1 � 1 n/f 1 n/f `�, Minnitte --r-' - I - I Schiz r' I d'oiners Drive S 5758'00* E �+ N 4.4' 364939" 0.5' � CD0.9 Deck 104.3' �► 3 0 o CD Basement n f �I -� Entrance / � Hoff o II CD o � Paved DriveC> � o o [:QQC!jMENT 4-11 OWMNME I 4 ' N� I 50.70 I 48*059 50* W n/f I Lewis \ 0.3' V[EL7== I %% JAN 3 0 2023 `% . I y' VILLAGE OF RYE BROOK I DEPARTMENT BUILDING � �RTMENT t SURVEY OF PROPERTY PREPARED FOR SCOTT M ICHAEL 8c LAU REN WHITNEY BLOOM BERG VILLAGE OF RYE BROOK Cv EDWARD T. GANNON, P.L.S. TOWN OF RYE, COUNTY OF WESTCHESTER, STATE OF NEW YORK a TAX LOT: SECTION 130.77 - BLOCK 1 - LOT 9 CHERRY HILL ROAD HIAONMG GROVE, NY 10914 SCALE: 1" = 40' egannonsur" ng ftahoo.com SURVEY DATE: JULY 15, 2020 AREA: 1.1 ACRES REV: Jan. 6, 2023 — Addition