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BP22-194
PERMIT # l`" �- / DATE: �v I3 EXP: SECTION BLOCK LOT TYPE OF WORK �� )coo/ Fa,oe:;qC` e jeee*A ion juts LOCATION _ OWNER ap/0)0/ r> 2 - Loolt cbiQIeZ JC C 9/441 PT. COST 51c, — z . vcO # FEE DATE,_, �CO -/ FEEA 71O" At:5 DATE_ 6;pi3-f%�f %,g:1 �N�PErTION RECORD DATE FOOTING FOUNDATION FRAMING 2'Z RGH FRAMING INSULATION J PLUMBING �J -- RGH PLUMBING GAS _ 2 SPRINKLER ELECTRIC LOW -VOLT ALARM AS BUILT C7 FINAL 1(�37 L�; i050 & OB 76p: I� a-i�l�gli3l� �3 EzCpn�Ctl��S�l G ,,VD3 - 05��"`L p 1 IiER APPROVALS ARB BOT P8 ZBA IOTHER VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEw YORK NO: 23-190 Certif trate of ®ccupaurp i his is to certify that &Y,of, J9 having duly filed an application on 20 a 3 requesting a Certificate of Occupancy for the premises known as, J, , Rye Brook,NY, located in a c) Zoning District and shown on the most current Tax Map as Section: � Block: Lot: , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.� — , issued to 20W, 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: S Y — Construction: , for the following purposes: 3 rJ :00n �- 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 t sh 11 be e, or shall the building be moved from one location to another until a permit to accomplish such change as be obtauZe fr Building Inspector. DEC 0 4 1023 Building Inspector,Village of Rye Brook: Date: QR(� 7. 198 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.iyebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE December 4,2023 1100 King Associates LLC 4 International Drive Suite 300 Rye Brook,New York 10573 Re: 3 International Drive, Rye Brook,New York 10573 Parcel ID#: 124.82-1-1 This document certifies that the work done under Mechanical Permit #23-052 issued on 4/25/2023 for the modifications to the existing HVAC system;3rd floor,"Schimend"has been satisfactorily completed. Sincerely, Steven E. Fews Building& Fire Inspector /to 4RC�k �tCCiUJJ V G 190 JJJ vy W� O� VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.tyebrook.org TRUSTEES BUILDING & FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE December 4,2023 1100 King Associates LLC 4 International Drive Suite 300 Rye Brook,New York 10573 Re: 3 International Drive, Rye Brook,New York 10573 Parcel ID#: 124.82-1-1 Mechanical Permit#22-155 issued on 10/13/2022 for Fire Sprinkler System Modifications This certifies that the fire sprinkler heads,installed under the above captioned permit,have been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK NO: 23-162 Temporarp * Certificate of ®ccupantp This is to certify that POD OT-S V e�,Y 2 7'C tT of, /U having duly filed an application on 20�' requesting a Temporary Certificate of Occupancy for the premises known as, {`�7�/ �Q�D�Q / �I Rye Brook, NY, located in a 08-/ Zoning District and shown on the most current Tax Map as Section: Block: —J—Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. ?Q-X - , issued J's 20-X 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: &�V)'P'u Toga Construction: 6 for the following purposes: 6rd pY0 l� C� Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: , �s % ex Dive s 0)�2 /U/) yermr�r 17,E 3 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 accompli uch c has be obtai om the Building Inspector. Building Inspector,Village of Rye Brook: �\ Date: OCT 1 7 2023 VILLAGE OF RYE BROOK WESTCHESTER COU11%'TY, NEW YORK -No: 23-146 Eemporarp * Certif irate of ®ccupaucp This is to certify that //00 of, / '?ae— having duly filed an application on 7` 20 requesting a Temporary Certificate of Occupancy for the premises known as,c3 ly►-�erna�iy/�2/ �>'r v� , Rye Brook, NY, located in a�, Zoning District and shown on the most current Tax Map as Section: &? C Block: / Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. non- Permit , issued /10 )3 20 02, 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: &Mness9 BD Construction: for the following purposes: r� fioby OfTICE I/P-y?nM7L/ * &!a!?Im-er24y 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 ' creasing in height shall be m or shall the building be moved from one location to another until a permit to accompli c has b e coed from the Building Inspector. LL uilding Inspector,Village of Rye Brook: Date: SEP 13 2023 VILLAGE OF RYE BROOK WESTCHESTER i-l—UNTY, NEW YORK O: 23-106 Temporarp Certificate of (Dccupat.cp Ehis is to certify that //M k1r)qAwoclo--ies) Lb—, of, Rue, )3KC)C)k__j N y having duly filed an application on �20a3 requesting a Temporary Certificate of Occupancy for the premises known as,,3 In 4:e_rrJ0[hC)Y7 / 1JYI�/�1�, Rye Brook, NY, located in a CUB` I Zoning District and shown on the most current Tax Map as Section: JC;Z14.� Block: _Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No4>0r ' , issued 3 20&vW, 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: buS►r %—&)p )e& ",B Construction: J. for the following purposes: �OOY OBI G5 r 1c)Y i 0 Y) "So ,h I men 4�r Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: 1 S C/o -exa I yes o n qua LL-s4 19, �g6-)3 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 made r shall the building be moved from one location to another until a permit to accompli h e been ob om the Building Inspector. \ Building Inspector,Village of Rye Brook: Date: JUL 1 9 2013 D ECCENE MAY 31 2023 0 $UILDIlYERTNIENT For office u.a onh. n PEIMMIT# 5_//y VILLIA-Ot OF RYE 4QOK ISSUED:[D—/.3—,D VILLAGE OF RYE BROOK L,l, - BUILDING DEPARTMENT 938 KING STRE�iTy,RYE BRoor,,l�i>;Ily Yoas 10573 DATE: �?II4)9 -06ygi_) FEE: PAID vcww.ryet�rook.tire APPLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION Address,•,3 l=�itwAA?1LJIL l7Ql(.E 3R�GY00lt 115c+�.MEN'jl........................................ •, Occupancy/Use:8",,jfN• Parcel ID 0: /Z Y.%ft-/'/ Zone: o�l Owner: //00 Address: P.E./R.A.or Contractor: Gptddress: (0s C) N-G&A y Qpzaelrel" Gj'o6frT Person in responsible charge: .TFRF#44./ A icetw4 CrOW) Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate Of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: SirGF 400*-#a being duly sworn.deposes and says that he/she resides at" syici w-K f-34r`e, nm Namr of Applwaoo in �.STd L in t e Scat can .in the County of �✓A�lTIC'�nitep in the State of �,that (t'nc?ouN V'dlacal he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fired equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ 7 Sd,Do 0 for the construction or alteration of: 3 ;6NT^taw — �Q Fos2 OFFica' /Os- 73 fS�.,,rrcrTi Deponent further states that he/she has examined the approved plans of the strucntrehvork 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 foran owner to use or permit the use of any building or premises orpart 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-I O.A.of thetde of the Village of Rye Brook. Sworn to befgtre me this �� Sworn to before me this day of 'ZyU/l(l 20 day of I' L 20 _/)t2, 11r-, rreof PPrruppem`Garner St.-fraturcofApplienni Pnm N e of Protxrry Ou er Prim Name of Appl ica r 2Lt!� Notary Pubkk -- .1f�Y1'1 ;.f1VY4^ ubhc y cl lr_lr ti TA?E :r, P D ECENED BUILD TMENT For office use onI Id PERMIT# 7` VH, cQF RYE OK ISSUED: 0 - AUG 3 12023 38 KEG STRE -BRoo ; YORK 10573 DATE: $' 3 -9391-06 FEE: PAID a VILLAGE OF RYE BROOK o BUILDING DEPARTMENT ' 99f3`2 APPLICATION FOR TEMPORARY CERTIFICATE OF OCCUPANCY 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 shall have been Issued by the Building Inspector.§250-10.A.Code of the Village of Rye Brook Address: 3 International Drive,3rd fl(Schimenti Construction) Occupancy/Use: B Parcel ID#: 124-82-1-1 Zone: OB-1 Owner: 1100 King Associates Address: Contractor: Schimenti Construction Address: 650 Danbury Rd,Ridgefield, CT 06877 Person in responsible charge: Jeff Hogan Address: 650 Danbury Rd, Ridgefield, CT 06877 Reason for temporary use: Working on redesign of executive office Estimated date of completion: 09/29/2023 Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Temporary Certificate of Occupancy for the structure herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: Jeff Hogan 66 Suffolk Place being duly sworn,deposes and says that he/she resides at (Print Name of Applicant) (No.and Street) in Bristol ,in the County of d in the State of_ CT _ ,that (Citylrown/Village) he/she has supervised the work performed to date at the location indicated above, for the construction, alteration or repair of: 3 International Drive, 3rd fl __ 4 Deponent further states that he/she understands that a Certificate of Occupancy must be applied for and obtained upon completion of the above captioned project in accordance with law, and that a Temporary Certificate of Occupancy shall only be valid for a period not to exceed thirty(30)days. Swom to fore me this Swom to before me this 29th day of , 20 day of August 12023 S N S r AS�k►� - ignature of Property Owner S of pli ant �) GAMO, C'-(,S WJeff Hogan__ Print Name of Propert fx Owner Print Name of Applicant Notary Public No Public' TAWIA N- )W A dOANN I MARANO NOTAMY PUBLIC STATE OF NEW YGI1I( Notary Mile ` •' WESTCHESTER COLINTY LIC, i U 1 My Commission Expires October31.203� CPW.EXP. sn vz021 D E C E MEDD �38KUiG ' BiUMD TMENT For office use onl PEttMIT ) # ,� J- >y VrI. YE OK ISSUED:/0/-3 OCT 11 2023 STItE BRO; YoRK 10573 DATE: -L 939-06 FEE: .,# JJ D -- PAID!R' VILLAGE OF RYE BROOK o BUILDING DEPARTMENT = 99a2 APPLICATION FOR TEMPORARY CERTIFICATE OF OCCUPANCY 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 shall have been issued by the Building Inspector.g250-10.A.Code of the Village of Rye Brook Address: 3 International Drive,3rd fl(Schimenti Construction) Occupancy/Use: B Parcel ID#: 124-82-1-1 Zone: OB-1 Owner: 1100 King Associates Address: Contractor: Schimenti Construction Address: 650 Danbury Rd,Ridgefield, CT 06877 Person in responsible charge: Jeff Hogan Address: 650 Danbury Rd, Ridgefield, CT 06877 Reason for temporary use: Working on redesign of executive office Estimated date of completion: 11/13/2023 Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Temporary Certificate of Occupancy for the structure herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: Jeff Hogan being duly sworn,deposes and says that he/she resides at 66 Suffolk Place (Print Name of Applicant) (No.and Street) in Bristol ,in the County of Hartford in the State of CT ,that (City/rown/village) he/she has supervised the work performed to date at the location indicated above, for the construction, alteration or repair of: 3 International Drive.3rd fl Deponent further states that he/she understands that a Certificate of Occupancy must be applied for and obtained upon completion of the above captioned project in accordance with law, and that a Temporary Certificate of Occupancy shall only be valid for a period not to exceed thirty(30)days. Sworn to before me this Swom to before me this 11 th day of 2Q day of October ,2023 A) gis5amk of Owner Swrd4peobf li ant Kr; z.13 Jeff Hogue_ t N of Property er Print dame of Applicant Notary Puglic T.�i�Y�►Ai Sl}h'tflr�P� N Public" NIC e Ai;Y PI)B.IC STA 1 E 0.;:°'>£1rd YOPA ViC:TCFtiESTER 0-r.Jl.i:R i'y -.•.OAN! T.MARANO LiC. AM 1d ° NotaxjfPUb1iGi� ...� My Commission E.yph*October 31,20 =f• si12no21 DD BUILD TMENT For office use only: �y JUL 18 2023 y PERMIT# VII, �` k.R � OK ISSUED: I�-/.3 -c��- 938 KING STREBRtIC; < V YORK 10573 DATE: - VILLAGE OF RYE BROOK t 14)#39-06 FEE: PntU JIlr BUILDING DEPARTMENT 9L12 APPLICATION FOR TEMPORARY CERTIFICATE OF OCCUPANCY 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,conyerted or enlarged,wholly or partly, in its use or structure until a certificate of occupancy shall have been Issued by the Building Inspector.§250-10.A.Code of the Village of Rye Brook Address: 3 Iw�TC-,Civ,4ri/,IGI b21u,C 3ji�9 r O t (SCA60441,f) G.•f►YLt►�M Occupancy/Use: a Parcel ID#: ,Sf Z.'1'j Zone: 0,6 Owner:_ //M 4h,'6 A -r'r5 Address: Contractor: .T4.Wo-*a..rt �i..s*lev Address: `sb D4**44o4y 4F1; /iZip�pC,r�p CT Person in responsible charge: TC NO fi t4 Address: 6m Pow0c4y Rp 2/ ,&w q" Reason for temporary use: w• rL / R v!` or A)G d' Estimated date of completion: I Z 3 Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Temporary Certificate of Occupancy for the structure herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: yt Ce A#401LP4 being duly sworn,deposes and says that he/she resides at .VU J C04-k F-AR �" (No.and Street) Fria Name of Applicant) in / �/ S re L ,in the County of W54AW00O20 in the State of GT ,that (Cityfrown/Village) he/she has supervised the work performed to date at the location indicated above, for the construction, alteration or repair of: == Deponent further states that he/she understands that a Certificate of Occupancy must be applied for and obtained upon completion of the above captioned project in accordance with law, and that a Temporary Certificate of Occupancy shall only he valid for a period not to exceed thirty(30)days. Sworn to be rem this Sworn to before me this day of 0� day of , 202 1Signiit= owner signal of Plicartt kr�4inj Print N PropertyOwnor Pnnt Name of Applican: Not9yPublic Nru is �f�k ^_ I NCTARY PUt LJC STA i E Or NEW YGPI( WESTCHESTER COUNTY JOANN I MARANO tic.#01, ^2 a i Notary Public 0% EXp.— My Commission Expires October 31 r 20 S 9/12no21 o1982- tim 1'0 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' t P E R M I T# ` ISSUED: \� SECT: BLOCK: LOT: LOCATION: ^-" OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION �. ❑ Natural Gas i ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION Q FINAL ❑ OTHER Q W J� �Q '932 � BUILDING DEPARTMENT 0 BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 O ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: ` �,/q �y'� DATE: PERMIT#,. _OISSUED: `CA\�� SEL'('; vl -%IBLOCK: LOT: LOCATION: (�:i \ C k(1e Q OCCUPANCY: I 0 VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FooTNG ❑ FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING \_ 0 ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS C c)( ❑ L.P. GAS t 0 FUEL TANK 0 FIRE SPRINKLER 0 FINAL PLUMBING ❑ FINAL ❑ OTFIER �E BR(��, cu � ��• �9�2 �' 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:— _�-Dc�c: - �' ^'� �J� DATE: n f PERMIT# / - ' ' ISSUED: U SECT: 1 i , BLOCK: LOT: LOCATION: \ ` 31)` �^-�f-�`� ^� OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED u. FAILED REINSPECTION ❑ SITE INSPECTION �\� REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas U :� ` ,? ❑ FUEL TANK ` '� ❑ FIRE SPRINKLER 1 L'ASV I '� 6�Q"` v' / C�( ; `� ( 1 r-iri ❑ FINAL PLUMBING ❑ CROSS CONNECTION l � � OTHER 1, -) ( p\fir,f p` �� f� rJ:( �� <� � �. SC E. �E BRC�k • �9�2 BUILDING DEPARTMENT BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street• Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : �. �� DATE: PERMIT# ISSUED: ECT:_�`KLOCK: LOT: LOCATION: 1 U� �Qr -9 OCCUPANCY: ❑ Violation Noted THE WORK IS... dPASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION -� ❑ Natural Gas y `. \K C(�-N L�L 4 ❑ L.P. Gas ❑ FUEL TANK A\U'�6� nU�}CC��I ❑ FIRE SPRINKLER _�:,j t� , (� �/ 1 j ( d 'r (�V(� C� J 1 e {_ '1 ` U ❑ FINAL PLUMBING \�_v n ❑ CROSS CONNECTIONf,` �t FINAL ❑ OTHER n5 % . d 1 QyE 4R�k, BUILDING DEPARTMENT UILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK f ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: DATE• ��� 1 PERMIT# �[� ' ISSUED: \ ( � CT: BLOCK: LOT: LOCATION: J� � T`��4C> I OCCUPANCY: a ❑ VIOLATION NOTED THE WORK IS... . ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ,2.,'UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL `+�j ��✓ Qr OTHER QyE BROC)'�. cu � 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR Q ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - -- - - - - ADDRESS : DATE: r PERMIT# �� / 2� _ ��� I ISSUED: ' � 1 JECT: BLOCK: LOT: LOCATION: Lwr"�Z OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER cu � BUILDING DEPARTMENT UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : N �.(J� Jai Awl, �C— DATE: Z Z PERMIT#22 J l�ISSUED: C ZZ�ECT: BLOCK: l LOT: LOCATION: LAIC OCCUPANCY: t ❑ 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 7Oo �� �J�t� cl ❑ L.P. GASZDS ❑ FUEL TANK 1 FIRE SPRINKLER b FINAL PLUMBING ` ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER E BkjC , 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - TQ C�41�AI DATE: ADDRESS • �l PERMIT# � '•' 'ct` ISSUED: () VT: �- WBLOCK: LOT: LOCATION: �� LDS.-�C � ��R' 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 �E BRcbk, Zm w �7 �O �� 1982 �' BUILDING DEPARTMENT /ASSISTANT UILDING INSPECTOR BUILDING INSPECTOR VILLAGE OF RYE BROOK ODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - -- - - - - - - INSPECTION REPORT - - - - - - - - -- - - - - - 'e' ADDRESS :— C ,�/ U� I'cam _DATE: `� PERMIT# l¢/ -`( l` ISSUED:�1 = SECT: 1 `,,i, BLOCK:' LOT: LOCATION: C� ` ` � CP `r 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 b N O Q 0 � ; W s ■ OL " 0. 464 0 VJ ■ � A (.ia v y� ,n W � s 04 1.4 : ICI v •� o N fS. • G ' b U O U s ■ `�' z 0 CU � ff h+r-1 N6° s .�.+ T H Z N � � oo C S Sao xO F� .. °° c c, O o O `g � � hwl h+'I � ti 0 ca r W Z eb C� aQ Z c) M z W 0 v °00 M cn C7 0 p OLin p O C rl � z hh4 M.0 F. v z a v rl V 2o O o :,� L o 0 � . 4 0-4 Z C7 Z O � � . ° x av> > av A a I.y M A W Ofd� . u a � .. 1.0 a v LL BUILD. MENT r� ` ' v1LG E OF RY ` OLOOK JUL 2 5 1-022 !LL- 938 KINGS ET RYE BR Cfk,NY 10573 � s. Obb$�� VILLAGE OF RYIE BROOK i CUILDING DEPARTMENT INTERIOR BUILDING PERMIT APPLICATION FOR OFFICE USEONLY: /} Approval Date: z Q 202 Permit,pp Application Fee:$ Approval Signature: yv Permit Fees:S Disapproved: Other: Application dated: r is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of Permit for the interior alteration of an existing building,or for a change in use,as per detailed statement described below. 1. Job Address:_3 International Drive, Rye Brook NY SBL: 124.82-1-1 Zone: 0B-1 2. Proposed Improvement.(Describe in detail):Proposed office fit out to include existing office space on the 3rd floor of building#3. work to include new reception area, private offices,conference rooms, open work areas, collab IT Room&associated amenities. Work to include upgrade of existing toilet rooms and MEP systems consistent with the overall scope of work. 3. Does the proposed improvement involve a Home-Occupation as per§250-38 of the Code of the Village of Rye Brook? No: X Yes: If yes,indicate: TIER I: TIER I1: TIER III: 4. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system(Fire Sprinkler,ANSL System, FM-200 System,Type I Hood,etc...):No: Yes: X (Ifyes,please submit a separate Automatic Fire Suppression System I'crmit application R ? sets of detailed en!oineered plans) 5. Occupancy;(1 fam.,2 fam.,comm.,etc...)Prior to Construction: Commercial After Construction: Commercial 6. N.Y State Construction Classifications: 1 B N.Y.State Use Classification: Group B-Busines �q, 7. Property Owner: KIISG fkSSC�fMES LI.C. Address � �1.rtA.��{JG,04t /� Phone#q _L&1 Cell 43YT 2,3I-C S3 email:-r5gf HA'P-)&COL4rd- .C-0,4A 8. Applicant: Schimenti Construction LLC-Brian French Address: 650 Danbury Road, Ridgefield Ct 06877 Phone" 914-244-9100 x314 Cell 4 917-557-0472 email: bfreneh@schimenti.com 9. Architect:G3 Architecture Interiors Planning-Tim Wetmore Address: 1 Dock Street Stamford, Ct 06902 Phone 9203-327-3330 Cell 0203-650-8463 email:TWetmore5a3arch.com 10. Engineer: Collective Design Associates Address: 46 Riverside Ave,Westport Ct 06880 Phone 0 203-299-0250 Cell z NA email: btourigny@cdallc.com 11. General Contractor: TBp Address: Phone# Cell# email: 12. Estimated cost of construction $ 875,000.00 (NOTp The estimated cost shall include all labor.material,scaffolding.ftscd cquipment,professional fees,and material and labor%vhtch mad be donated gratis) 13. Job Timetable: Start: 08/20/2022 Finish: 11/20/2022 �� t C`�t ti9 L N 8/12/2021 � EI BUILDINJ- �'MENT 2 ?.2 VILG J� E OF RYES JUL 2 5 ROOK 938 KING ET RYE BR ,c ,NY 10573 VILLAGE OF R.4'E BROOK 4 -0 �$�`' BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 - STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ,ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ��// Gc`s n, W.S./.GicF�AWg I co 0(rST residing at, r1Jit ►p►Ac. Print .arnl (Addr:,e t�hL:t ,u liti,:i 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; !►d � �.-�L �YC�yi� 73-- - Rye Brook, NY. (loh Vldr :sl 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. (Print\;unc orI'rorrrth f hone ,Yr Sworn to before me this day of ,20�� y �,►,�' r vG .K 1 tyGip,�iYP:13t 'Tz C juS T r\,�t.in t'uhli.l ��,.T (2) sn 2n_oz l This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable, STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Brian French , 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 contractor/agent for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attornev.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 hey'she has inspected the subject property,and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to b fore me this Sworn to before me this day of ,20-1-Z day of a�� 20 '1 Z LLA- Signatuurre o J rroope�rtyj(Qwner Sig a of Applicant W•a ►`�1` 1ff-'^Ili.uC.S p{L.1�4f� Print Name of Property Owner Print Name of ppI J NotJYy7Pubhc rNotary Public �!Yip ANN MARIE BROWN �"'"" F tom t Notary Public htC i 111•;Y F l!uI.IG.�t H t i-G-.'= I,t� 3TCliL�T t c0t;A"7Y State of Connecticut ^,2''t<, 1�l My Commission Expires 6/30/20 (d) 8112/2021 - e y _ Z w J. Ln LA W OW ►+ Z M ,�.,, N H w 00 N ry 00 C i o pq co i c� v z z i A -- w � a w � w O ou � C z a 0 o z t v z v: ON C W zadz F N N C W oz � w ►n V F W O a vs ' F A A O � M A w z W A a oa i s- DC� O� � BUIL ING DEpARTMENT I NOV - 9 2022 DD VIL GE OF RYE OK L- 938KIN ETRYEB NY 10573 VILLAGE OF RYE BROOK > BUILDING DEPARTMENT .or ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP Approval Date: Permit Fee: $ Approval Signature: Other: ************************************************ *********************************************** Application dated, 11/03/2022 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: 3 International Drive,3rd Floor SBL: ��c�—�— Zone: 2.Property Owner: 1100 King Associates LLC c/o George Comfort&Sgedlerss: 4 International Drive,Rye Brook NY 1573 Phone#: 347-231-0953 Cell#: email: sketehabaw@gcomfort.com 3.Master Electrician: r11YY1w(�UA Z-S iV U i S Address: Lic.#: I q S C Phone#: Cell#: p Lb (4 Q 1320mail: z��!➢(�-r r C Y10 rr� Company Name: F- 7 F Jos E r,'r Address:�Z % ( �I�r1� vC NA�lu' �1�I I()%o 4.Proposed Electrical Work/Fixture Count: Installation of fire alarm,data,sound system,security,power branch circuits,lighting,(1)60 amp 120/208 volts,(2)75 KVA transformer refeeding(2)existing 200 amp 120/208 volts. 5.3'Party Electrical Inspection Agency: STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn to before me this Sworn to before me this day of ,20 da of�'�fef 20 L Signature of Property Owner Signature of A ant Print Name of Property Owner P rn ame of Applicant Notary Public NotarySH RLMELILLO Notary Public,State of New York No.OIME6160063 Qualified in Westchester County ommission Expires January 29,20L'>23/2022 STATE WIDE INSPECTION SERVICES, INC. ••• • • SWIS • : APPLICATION •2.7224 1 fax 914.219.1062 1 SWISNYcoml SWISTRAINING.COM Office Use Elect. Permit# J`. !. Date + I Bldg Permit# Sq Ft Plumbing Permit# Final Certificate# City/Village s 1r\; { Zip 'TB lding Dept. County t r. Address Cross Street Section Block Lot Owner Name,/Address(r9(terent than above) ' �- i t�r1 1, v Contact Number Ct^ ❑Basement ❑1st Fl. ❑Znd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms C/0 Detector Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Luminaires Generator Transfer Switch SERVICE Amperage #Panels 1P 3P tt Meters # Disconnect ❑Underground ❑ New ❑ Reconnect ❑ Repair ❑Overhead ❑Upgrade ❑ Disconnect Utility ID# ❑Con Ed ❑ NYSEG ❑Central Hudson ❑ Orange/Rockland PHOTOVOLTAIC SYSTEM PV Modules Inverters AC Disconnect Junction Box Combiner Box Load Center PV Monitor Energy Storage System DC Disconnect ❑Legalization ❑ Safety Inspection ❑Consultation 'T- �{ ici ( I(. r1 r�� A`��{ar, ��,, Y vc.u t -4`' I t_._i-y�,� ���:� I u.iM .c;.` vc;4-`_ �' x I '7 f�( I 5' DW1 i NOV - 9 2022 i VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(i)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant, owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Email Address `] `�f�� r' e - Name License# !L4 � Date f -7 Signature C- Address i City/State r f 1- ! t' !! r ! l l�C.ti L Zip4�de ! �Company` (f Phone# I RState�l� Wide Inspection Services c ">kEcE �w ID1080 Main Street JUN 15 2023 845 202-F202-7224l, 12524 Phone TO L —VILLAGE OF RYE BROOK 914e@sw 062 Fax STATE WIDE INSPECTION SERVICES � Email: office(�swisny.com BUILDING DEPARTMENT I 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: EZ Electric 1100 King Associates LLC C/O George Emmanouil Zervakis Comfort&Sons 5 Darian Court 3 International Drive Pomona, NY 10970 Rye Brook, NY 10573 Located at: 3 International Drive, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP22-274 124.82 Certificate Number: 2022-7801 Building Permit Number: BP22-194 A visual inspection of the electrical system was conducted at the Commercial occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at:3 International Drive, Rye Brook, NY 10573 The Third Floor was inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 31"day of May 2023. Name Quantity Rating Circuit Type Luminaires 316 Switches 67 Transformers 02 Panel 01 60AMP Smoke Detectors 126 Pull Stations 03 Smoke Detector Ducts 11 Data Points 280 Cameras 07 Wireless Access Points 15 ,J' 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. o ..� N N O c� N oLn � rT, • z n w 00 W O x RIK v, W y H U �► LA W a 0-4 FWD 04 , �'+z ] F, a► , Fii � x o Co . x '� z y z a r W z z ,. z � > a V • CA a zz � A4 N tYi r-a �, O o O 'w�► H 0.0 t--q C w rG O a w M V g ►.� _. x z w Z o � H M a z C6 a a � w = � c ti „ c yE 13RC�uk IR NOV - 9 2022 Bui X E,p .A OK VILLAGE OF RYE BROOK V[L E oF`RYE t 2 OK BUILDING DEPARTMENT 938 KIN ET RYE B �C� ,NY 10573 or PLUMBING PERMII�T APPLICATION 11 J I FOR OFFICE USE ONLY BP#: CD'D -/ PP#: C;�) Approval Date: Permit Fee:$Approval Signature: N O v 10 Z 12 \, Other: Disapproved: X:4�� (fees are non-refundable) ************************************************************************************************** Application dated, 11/09/2022 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: 3 International Drive,Rye Brook,NY 10573 SBL: /J6�[ — — / Zone: 05 2.Proposed Work: 3rd Floor Office Renovation;"Schimenti" 3.Property Owner: 1100 King Associates LLC Address: Phone#: 914-694-1090 Cell#: email: ( 4.Master Plumber:Roger Macaluso Address: 63-17 Metropolitan Ave,Middle Village,NY 11379 Lic.#: 1360 Phone#: 718-386-3088 Cell#: 917-763-5302 email:roger@bluewaterplumbingnyc.com Company Name: Bluewater Plumbing&Heating Inc. Address: 63-17 Metropolitan Ave,Middle Village,NY 11379 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 I st Floor 2nd Floor 3rd Floor 11 02 15 28 4'h Floor 5'h Floor Exterior 5.*List Other Equipment/Provide Details: Replace(1 l)Water Closets,(02)Urinals and(12)sinks on existing rough.Furnish and install (03)New Sinks,(02)Water heaters and(04)Floor Drains. (Notarized Signatures Required Next 2 Pages) 8n 2r2021 TA YO OUNTY OF WEESTCHESTER ) as: OtT %riig duly sworn,deposes and states that he/she is the applicant above named, (print name or individual signlig as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this G, day of f/ ,20 day of ,20 I klaw� Us- e&A4 Ala ignature of PMperty Owner Ygnairre 6tWlicant U-4-- VI Print Name of Property Ow er Print Name of Applicant Notary Public M t, , `fl+tL�, yltsiiiol�t `��,� tary P tblic e.VISI�ITCHOJTIIER C%ffry 11C #'� ,� u ,14' �— OCIUR UP— This application must be properly completed in its entirety and mast include the notarized signature(s)of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. -z- g/12/2021 BUILD 1 , MENT =NOV022 VILA� E OF.RYE OOK 938 KING ET RYE`BR �O ,NY 10573 VILLAGE OF RYE BROOK `L 4 93-.0 ! BUILDING DEPARTMENT / AFFIDAVIT OF COMPLIANCE VILLAGE CODE &216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF KNEW YORK, `COUNTY OF WESTCHESTER ) as: // ^�� �J,��•�• 1��Z,€►+7 ,residing at, LA§-2!. Il. L�WL (Print name) (Address where you I e) being duly sworn, deposes and states that(s)he is the applicant above named,and fiirther states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 3 International Drive , Rye Brook,NY. (Joh Address) Further that all statements contained herein are taste,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. ASOCAia LLL- ISi_nnture of Property O�cntrts)) Da (Print Name of Property 0\%ner(s)1 Sworn to before me this r,�r�YER� day of , 20 h;C ;'(rt!S.J0. OF I' kAl YGniC UGGt'j'�% f "� L'�il::i.� ntCi•.._.."-"�-F.t+f�:ZiJ.ry..�ti (Notary Pub.W) -3- 8/12/2021 U Mlu FBI o i--r Z p ON wz � � � � l.r.l U Q o ,neq 7 wq v. • U wZ 1-000 0. 00 Uz � b ° v� MCI F' C1 V c�a v� E v r c aoa Q Q m O (S.� w W c r l z .� Q n H �3 so V oo G` gOu6 � � � � N " 0--4 0-0 P4 O v P 7 -01 Ve •• U a a 1O ID� 10-4 z wz c �• y $ ° M ., cn •• A• zUW ° u �I ova a a _ � BUILD TMENT ' r t I � i ' ' \ ( � ' ' JUL 2 5 2022 + ��-' VILL/R E OF RY ROOK I 4� 938 KING ET RYE BR (�iC NY 10573 L--�E O 1 -0 ��/� VILLAGE 01 i4'� i�RCJO� f BUiLDIM(', 7lFPn,PT1k ENT _l APPLICATION TO INSTALL FIRE SUPPRESSION /FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: Approval cK-T I20 C>-)4>— 7 MP#: cy Application Fee: Approval Signature: Permit Fees:$ Z/ y 3 Disapproved: Other: /7 Application dated: ! ` ' '��� is hereby made to the Building Inspector of the Village of Rye Brook NY for the issuance of a Permit to install or modify a Fire Suppression,'Fire Sprinkler System as per detailed statement described below. 1. Job Address: 3 International Drive, Rye Brook NY 2. Parcell.D.: 124.82-1-1 Zone: OB-1 3. Proposed Work(Describe system in detail including suppression agent): Proposed office fit out of existing office space on the 3rd floor of Building#3 coverage for tenant fit out NFPA 13-Wet Sprinkler system, Fit Out utilizes existing building fire suppression system. System utilizes upright upright&concealed type sprinkler heads Suppression agent is water. 4. Number&Types of Fire Sprinkler Heads: 184 heads Upright&Concealed heads 5. N.Y State Construction Classification: 1 B N.Y.State Use Classification: Group B-Busines 6. Estimated Value of Job:$-875,090A0 total proiect cost i (Value shall include all labor,materials.fixed equipment.professional fees.and materiallss and labor%shich ma} be donated gratis.) 7. Property//Owner:hoo Sr,4$Sa4 A►15-, .(.- C� Address: Li �11j1:K. +A,.hi).e L1�,1�j(���►V(��� Phone# `1')'�'(pS��ICU Cell#3yI• �-��3 email:S(ZjCkF114A,-O�uh�d Applicant: Schimenti Construction LLC-Brian French Address: 650 Danbury Road, Ridgefield Ct 06877 Phone# 914-244-9100 x314 Cell# 917-557-0472 email: bfrench@schimenti.com Architect/Engineer: G3 Architecture Interiors Planning-Tim Wetmore Address:1 Dock Street Stamford, Ct 06902 Phone# 203-327-3330 Cell# 203-650-8463 email: TWetmore@g3arch.com Sprinkler Contractor: `�.��' Address: Phone# / 7—.3�0"7�7 Cell# email: 812/2 u2 I i" 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. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Brian French ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of indiN idual 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 contractor/agent 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 an),accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,,tt�he ode of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this / Sworn to before me this U ' day of 20 "'�';Z— day of J t 20 �D, Signatureo��fP//ropem Owner Sim Applicant 40P wtow Print Name of Property Owner Print ame of pplicant Notary Publil Notarti Public TANYt4 6 t3lJI.>t�4 — 04W AN— N MARIE BROWN � NC.7ARY PI,!SLIC uTATE OF N-zw Yorw Notary Public State of Connecticut Zk L►C. "c.#0 'T'h?;i "" "C� 14 4� My Commission Expires 6/30/20 , .D 2 8/t 2/2021 a , = N • C f. o" C.� O a N Lneq .tr a O, z a F q W Z � > •% 1 fi, 00 010 W , 4 . 0 E O W ►•y ��WF"" oGM�1 FF~"-i' WZ Wr ~ iW„ Fw cwao �c9 zn �� Q�A'!A q�Ca d 0o vp -0y v zN ° z V M.-. "u U(Ze•1 z � W it w a �3ocx � U C 0-4 q Q z 4.1 (] OE cc: V w M� 0 04 ~ ~ A �..� J Z a as �o E2 � Z Z .ti v F+� O z a N p � � w- u � C [- M O •v' M a rTl z A od u o2 � v b �I ml 4 a ' . BUI �D 1 I.IAZIM 1 INC ) � ' I ` ' ENT R E C E V E VILLAGE c�h R�•t,: [3Rt1'ok APR 19 2023 938 KING Srizrr r R) a, Bitoo k,NY 10573 0 (` 14)939-0668 VILLAGE OF RYE BROOK www.rvchrook.ora BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERMIT#: HID 3'— Approval Date: 2 rJ Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: I. 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, ?-a3 is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County, State&Federal laws, codes,rules and regulations. 1. Address: 3 T_o- ' r(lit I C2na\ r-t_v SBL: ���.�c� - /-/ Zone: - 2. Property Owner: /Urr} n ��j S:c�C_/��Tr., �-Address. J , Phone#:_9/4/-&94- /0 9Q Cell #: email: _ 3. Contractor:? L. NVAC _C_0_07h-(�'�1f Address: ��j_C�'10�C'� Phone#: �-I_Z' 3_ 91 - `98_0? _ - Cell#: --- email: I1J 1bvck G Q -VA 4. Scope of Work:New Installation(✓)•Replacement( )•Removal( )•Other( ): _g C 5. List Equipment: One IA)e H'V un tk pn free M 4Eg V c �r �P, n ► �_ S�S te,r~, 3 - -c�� -� o��. -- 6. Location of Equipment: TIT ronrv-► T 7. Method of Installation/Removal(list all equipment needed to perform job): _W U�V Ce-t l, VA _. T-�S-t cl�� -d�-til`.�o� ►� -� dam'-����- I 3/3/2023 4 • STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the Heating, Ventilation and/or Air Conditioning Contractor for the legal owner and is duly authorized to make and file this application. That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of 120 day of 20 2- Signature of Property Owner tiignattire of Applicant C Lo.(-*rr.%C(-?S 20 (M- Print Name of Property Owner Print Name of Applicant IF X Notary Public 1�tornty{�ctb}is__ _ _ � No. 01 L061 i 3772 t;lualified in Kings County I'vly Commission Expires August 02, 20Z`' This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 3/3/2023 GILMBAR Submittal Project Name: Schimenti-3 International Drive Engineer: Collective Design Associates Date: 10/18/2022 Prepared By: Joe Kalina Drawings Dated: 7/21/2022 Specifications: Not Provided-Pricing Subject to Change Quote No.: 16015 Revision: 0 We are pleased to submit the following equipment: Item A: Hitachi PRIMAIRY Minisplit Air Conditioning Units- (5 Systems) Model: RPK-4.OPNNIDH PAS-4.OPNNBDHI Type: Wall Mounted(IU) Air Cooled Condensing Unit(OU) Voltage: Powered By ODU 208/1/60 Tag: SAC-1,2,3 SCU-3,4,5 Quantity: 3 3 Model: RPIM-4.OPNNIDH RAS-4.OPNNBDHI Type: Ducted(IU) Air Cooled Condensing Unit(OU) Voltage: Powered By ODU 208/1/60 Tag: SAC-4,5 SCU-4,5 Quantity: 2 2 Includes: ➢ Indoor Fan Coil ➢ Outdoor Air-Cooled Condensing Unit ➢ DX Cooling/Heating Operation-Low Ambient Cooling Operation ➢ Direct Drive ECM Condenser Fan Motor ➢ Wired Zone Controller ➢ 10-Year Parts Only Warranty Not Included: ➢ Rigging/Unloading Or Handling ➢ Installation ➢ Startup,Commisioning ➢ Condensate Pump,Switch ➢ Ducted Unit Filter/Rack ➢ Disconnect Switch Schimenti-3 International Drive 1 10/18/2022 116015 Page 1 of 2 Gil-Bar Industries 15 w 19 St.NYC. 10011 1 212.331.8272 i ➢ BMS Communication,Central Controller ➢ Refrigerant ➢ Isolation Ball Valves ➢ Spare Filters ➢ Piping,Ductwork&Wiring ➢ External Vibration Isolation ➢ Service or Labor Warranty Schimenti-3 International Drive 1 10/18/2022 116015 Page 2 of 2 Gil-Bar Industries 15 w 19 St.NYC.10011 1 212.331.8272 i SoftwareHITACHI H itach i Air Conditioner Selection 141 Report a ' • Project Name: Schimenti Project Number: Submitter Name: Daniel Amador Revision: 1 H ITACH 1 nh1 A 1On09 HITACHI Project Number: Submitter Name: Daniel Amador Revision: 1 Submittal Summary Page Qty Tag# Model# Description 3 RAS-4.OPNNBDH1 Hitachi NA PAC_PRIMAIRY-Series_36_Outdoor_Cassette_Heat Pump_208-230V/1 Ph/60Hz 3 RPK-4.OPNN1 DH Hitachi NA PAC_PRIMAIRY-Series_36_Indoor_Wall Mount_Heat Pump_208-230V/1 Ph/60Hz 3 HCWA21NEHH Wired Remote Controller 2 RAS-4.OPNNBDH1 Hitachi NA PAC_PRIMAIRY-Series_36_Outdoor_Cassette_Heat Pump_208-230V/1 Ph/60Hz 2 RPIM-4.OPNNIDH Hitachi NA PAC_PRIMAIRY-Seri es_36_Indoor_Duct Heat Pump_208-230V/1Ph/60Hz 2 HCWA21 NEHH Wired Remote Controller All equipment must be installed per the Installation and Maintenance Manual and local codes. page 3 of 7 Information is subject to change without notice. Equipment models depicted are representational only. Refer to submittal documents for specifications. NITACHI Project Number: Submitter Name: Daniel Amador Revision: 1 DATA SHEET SINGLE SPLIT WALL MOUNT 36K Btu PRIMAIRY INVERTER SERIES IDU RPK-4.OPNN1 DH ODU RAS-4.013NNBDHI Energy Star Cordfled No Cooling Capacity(AHRI Rated) Stu/h 36000 IMAGES Capacity Range(MIN-MA)O Bluth 12000-38000 Power Input W 3428 Current A 14.90 EER Btulh/W 10.50 SEER _ __ Btu/hfW 18 Heating Capacity(AHRI Rated) BtWh 36000 Capacity Range(MIN-MAX) BtWh 12000-38000 Powr Input W 3500 -•- Current A 15.2 COP BtWh/W 10.3 COP @ 5F MAX Capacity BtW fIN 3 - - HSPF4 BtWh/W 10 Capacity at 17'F(AHRI Rated) Btu/h 26000 ELECTRICAL Power Supply v/pwm 208/230/1/60 DATA MIN.AMPACITY A 28 MAR.TD FUSE/BREAKER A 45 PRIM- V Cable between IDU&ODU Nox AWO 3x1O/016 61-86(16-30) 'F("C) Remote Control Adjustable Temperature Range Indoor Fan City 1 Motor Output W 52 a Speed(HI/Med/Lo) r/min 1154/1000/851 Indoor Sound Pressure Level(HI/Med/Lo) dB(A) 52/48/41 Indoor Air Flow Rated(HI/Med/Lo) CFM(m'/h) 1058/942/882(1800/1600/1350) Outdoor Fan Qty -- 1 Motor Cooling Temperature Range V(-C) 5-118(-15-48) Heating Temperature Range T(-C) -4-75(-20-24) Speed(HI) r/min 850 Outdoor Sound Pressure Level dB(A) 61 Outdoor Air Flow CFM(m'/h) 3416.2(5800) Compressor Type ROTARY Capacity Bttdh 32380 . �'' Oil Type PQE VG74 BH.B Oil Charge _ oz.(ml) 33.8(1000) ReMgerant Type R-41OA _ Refrigerant Charge oz.(kg) 111.2(3.15) Factory Precharge Ft. 25 H C R B31 N E G H H C WA21 N E H H Additlonal Charge for Each Ft. oz. 0.376 (Standard) (Optional) Piping Liquid Line OD In(mm) 3/8'(09.52) Vapor Line OD In(mm) 3/4'(019.05) Max.Pipe Length Ft.(m) 164(50) Max.Difference In Level Ft.(m) 98(30) Drainage Water Pips Diameter In(mm) 1-1/4(d032) Design Pressure H/L PSIO(MPa) 550/240(3.8/1.6) Indoor Unit Dimension(WxHxD) In(mm) 54 3/8x14 7/8x11 1/2 (138Ox378x295) Packing(LxWxH) In(mm) 58 6/Bx18 7/8x16 118 (1495x4SOx41O) Net Weight The(kg) 51.8(23.5) Shipping Weight Ibs(kg) 61.7(28) Outdoor Unit Dlmenslon(WxHxD) In(mm) 37-3/Sx41-W8x13-3/8 (950x105Ox340) Packing(WxHxD) In(mm) 43-3/4x47-1/4x1S-1/8 (1110x1200x460) Nominal testing conditions: Net Weight We(kg) 192(87) Cooling-Indoor80.6'F DB/66.2'F WB(27'C DB/19'C WB)&Outdoor 95'F DB/ Shipping Weight We(kg) 214.5(97) 75.2-F WB(35-C D8/24-C WB) Qty'per 20'/40'/40'HQ Outdoor Unit(Indoor Unit) Set 26/53/106(1401280/340) Heating-Indoor68'F DB/59'F WB(20'C DB/15'C wB)&Outdoor44.6'F DB/ 42.8-F W 8(7-C D8/6-C WB) All equipment must be installed per the Installation and Maintenance Manual and local codes. page 4of7 Information is subject to change without notice. Equipment models depicted are representational only. Refer to submittal documents for specifications. H ITAC H I Project Number: Submitter Name: Daniel Amador Revision: 1 IDU:RPK•4.OPNNIDH 36K Btu 4.OHP (36K) Unit:in.(mm) 54.28(1378.6) r; q 54.33(1380) sn 11.61(294.9) a m _ c't C 2.35i5 . QI 6�—_Rm ] V n I veiling j37.9g119) >7.$7i2W1) 13.96 366 in aa- t34�—N7- 97 / LI. d � 4i:hl t3.96(333) ' 13.96 356 ].16196.2 32.2$(8201 '�2J0$ ODU:RAS-4.OPNNBDHI 36K Btu rl..r. o e •lwtM -- �� � r � 1 J H •iS, � !r YM'J01'1 i +6•H'Pl9i .1 g s l 6 y. Auew �li1L'H wr% All equipment must be installed per the Installation and Maintenance Manual and local codes. Page 5 of 7 Information is subject to change without notice. Equipment models depicted are representational only. Refer to submittal documents for specifications. Project Number: H ITAC H I Submitter Name: Daniel Amador Revision: 1 DATA SHEET SINGLE SPL17 DUCTED 36K Btu PRIMAIRY INVERTER SERIES IDU RPIM-4.OPNN1 DH ODU RAS-4.OPNNBDH1 Energy Star Corded No Cooling Capacity(AMRI Rated) Btu/h 36000 Capacity Range(MIN-MAX) Btuth 12500-37300 IMAGES Power Input W 3300 Current A 14.36 EER Btu/hlW 10.91 I SEER Btu/hNV 18 L1' Hosting Capacity(AHRI Rated) Btu/h 36000 Capaclty Range(MIN-MAX) Btu/h 15000-39800 'I- PowrInput W 3500 Current A 15.2 COP Btu/h/W 10.29 ' COP a 6F MAX Capacity Btu/h/W 1.93 MSPF4 BtuRdW 9.5 Capacity at 17'F(AMRI Rated) Btu/h 26000 Electrical Power Supply WphMz 208/230/1/60 MIN.AMPACITY A 25 I MAX.TO FUSE/BREAKER A 45 - Cable between IDU&ODU Nox AWO 3x10/4x18 Was PRIM Y Remote Control Adjustable Temperature Range 'F('C) 61-86(16-30) Indoor Fan Motor qty 1 Output W 250 Speed(MI/Med/Lo) r/min 850!/00/600 Indoor Sound Pressure Level(HUMed/Lo)dB(A) 43/40/38 Indoor Air Flow Rated(MI111il o) CFM(m3/h) 883/73SM17(1500/1250/1050) ESP Rated In-H20(Pa) 0.23(57) ESP Range In-M20(Pa) 0.".56(25-140) Outdoor Fan Motor Oty 1 Cooling Temperature Range 'F('C) 5-118(-15-48) Heating Temperature Range 'F VQ -75(-20-24) Speed(MI) dmin 850 Outdoor Sound Pressure Level dB(A) 61 Outdoor Air Flow CFM(m'Ih) 3416.2(5800) Compressor Type ROTARY Capacity Btu/h 32380 x•o-o least Oil Type POE VG74 — Oil Charge oz.(ml) 33.8(1000) �-�, •, ReMgerant Type R-410A Refrigerant Charge oz(kg) 111.2(3.15) ..... Factory Procharge FL 25 Additional Charge for Each Ft oz 0.376 HCWA21NEHH HCRB31NEGH Piping Liquid Line DO In(mm) 31V(".52) (Standard) (Optional) Vapor Line OD In(mm) 3/4'(019.05) Max.Pipe Length FL(m) 164(50) Max.Difference In Level Ft(m) 98(30) Drainage Water Pipe Diameter In(mm) 1-1/4(dO32) Design Pressure HA. _—- - Palo(MPa) 550/240(3.8/1.6) Indoor Unit 51-1/8:13J/031-1/2 Dimension(WxHxD) In(mm) (1300x350x800) Packing(WxHxD) In(mm) 61 x16-1/8x37(1550x410.S40) Not Weight [be(kg) 112.4(51) Shipping Weight Ibs(kg) 132.3(60) Outdoor Unit Dlmenslon(WxHxD) In(mm) 37-3/8x41-WBx13-3/8 (950x1050x340) Nominal testing conditions: Packing(WxHxD) In(mm) 433/4x47-1/4x18-1/B Cooling-Indoor80.6'FDB/66.2'FWB(27'C DB/19'CWB)&Outdoor95'F DB/ (1110x 1200x460) 75.2-FWB(35'C DB/24'CWB) Net Weight Ibs(kg) 192(87) Shipping Weight Ibs(kg) 214.5(97) Heating-Indoor68'F DB/59-F WB(20'C DB/15'C WB)&Outdoor44.6'F DB/ oty'per 20'140'/40'No Outdoor Unit(Indoor Unit) Set 26/53/108(35/75/90) 42.8-F W B(7-C DB/6-C W B) All equipment must be installed per the Installation and Maintenance Manual and local codes. page 6 of 7 Information is subject to change without notice. Equipment models depicted are representational only. Refer to submittal documents for specifications. Project Number: H ITACH I Submitter Name: Daniel Amador Revision: 1 IDU:RPIM-4.OPNN1 DH 36K Btu Unit:in(mm) M 1'`CX f W Air i^et a o It 'o '� ► _; r -3idi n Air outlet W U L -Iq.ld pipe Cos cicc Drain-I el Elec-rlc 6ax :o A r I-let 2� s 11-3.�4(3001 0 Al, outlet q 1-i4(t61 e n a v _ 76• � - u c d e IF I IN ; k a n o Q r a t u V r �.�... 31r1.4 35-3.E�14 34 1B 1-9 31-1.4 37 71 9 9,1 ' I1-54 4-TA 16 b-!.l A f 1-1 B 10_5 .71i 0 e e-1 I j1-1,4 b- < '-1:8 1,4 9141 4rp; tag: 17101 BC4l 135: iT21.1 :Tdl �N4 3J0I :4os1 1.156: '102 :T'4) :TtD.I low: 1132: (11?: :Bt: ;Btr :Na t ; 52- °I I R:9-3 4 D-1.2 47-1.i -51 12 1 8 9 1 A I H B 14-3 4 15 3'& 4 7-3,0 '9-1.t I1-)1 35-yi .5 ".8'1-1:1 5-I.1!A-I.$1-7;1 :l It'215' r101? 1 1,13r, X J I ON `410' 1 04; All QQ: (350: '"11W 051: (160: (9(. 114Dj :110) All equipment must be installed per the Installation and Maintenance Manual and local codes. page 7 of 7 Information is subject to change without notice. Equipment models depicted are representational only. Refer to submittal documents for specifications. i Unit Parameters Dimensions Tag Name: _---------------------------------------- . WSHP-1-3 Width: ..........._...-------------------------------- .29.3 in Quantity- ---------------------------------------------------------------------------------2 Depth: -------------------------------------------------------77.3 in UnitModel:-------------------------------------------------------------------50PTH Height: -----------------------------------------------------------. 22.7 in Unit Size: .... -------------- ---__._ .._....048(4 tons) Shipping Weight:.................................... ------------------470.0 lb Compressor Type: PURON 2-Stage Operating Weight:----------------------------------------------------- 355.0 lb Compressor Quantity:--------------------------------- - 1 Packaging:------------------------------------------------------------Domestic Configuration: ------------------------------------------- Water Connection:_. ---------------------_ 1.0 in Capacity/Efficiency:..................Premium Efficiency Filters Fan Speed: __...__ _ HI 2-in MERV 13 Filter, 20 x 24 (qty 2) Electrical Voltage:------------------------------------------------ 208/230-3-60 V-Ph-Hz Neutral wire not required Compressor RLA:.................................................... 14.04 Amps FanFLA: ------------------------------------------------ 6. Amps Min Circuit Amps(MCA):___._._-------__ __ _ _ 24 Amps Max Overcurrent Protection(MOCP):........_....-.. 35 Amps Unit Options Airflow Options: ................-................._...-...........-.---.-.----_-.--------------. Left Return, End Discharge Constant Torque ECM Control Options:__----------.------------------------------------------------------------------------------- Complete C Microprocessor Control Coil: -....-_.......................................--- __.......... ...._------------------------.. ...............--__. ------------ ..........--- - .-.-..-............ Copper Range/Sound:.--------------------------------------------------__._.-..--_-..-.-------_-.-_ Extended Range w/Mute package & Closed Cell Foam Filters: - ------------------------------------------------------------------------------------------------------ - - -------------------------- - --------------------- Mery 13 Filter Electrical: -----------------------------------------------------------------------------------.....................................................-------------------------------------Non-fused Disconnect Valve Options:.................................. _--_ None Warranty Information Start-up Each Unit 1st Year Labor Allowance on complete unit First Year- Parts Only(Standard): ------------------------------- No Cost Five year compressor—Parts only(standard): __._________ _...._...__ No Cost Ordering Information Part Number Description Quantity Base Unit 50PTH048SCCEACFZ Commercial Horizontal Puron Two-Stage Water Source Heat Pump 048 4 tons 208/230-3-60 Factory Options Range/Sound: Extended Range w/Mute package & Closed Cell Foam 208/230-3-60/w Disconnect MERV 13 Filter Accessories AHC1002-1000 Hose Kit with Isolation Valves, Auto Flow Regulator and Strainer, 1 in. diameter, 10.0 GPM Water Source Heat Pump Builder 6.19b Page 14 of 72 ! § § f § § 2 § E 2n . � � . � L Ch §� L / / EE ` �� ; _ _ _ _ $ CO e = o \ 13 �w % & w ~ - ®} LU2 .% cc 2 § r { gn Cn O o & ; S. )�2 x2 Q b _ _ ! § ow w 2 5 § �• ! < < e Lub. ww .; !a 2, 2 R 27ta7f \ )�� \} / § � }) o c 2 ( eZ.. 7 0 ; - - 0 Cc & & #a!!§§ D o u / . � 2 � P, �k 2! In �c\ Q , ._..� §� @$ LU / ■ U§ ; ; ; ; ; �) § 222 ; ; §§ $§ m ` ` 3 wLU 2) \ • \ d\ 2 ' / / jj / 2/ /�0 E] 4 E/ ��o _ ■ a6 - - d � §y w z 7 M§@ - , , , - wo z ° / ° § 22 § J § § }30 G( Fm a U. -0 kLO . .M M ; ; D . | M au M T� � k ) § kk ] E k � A a 0 � ■ 2 � : : : , - CI) B§ - kkk@ ,�§ LU x _ S e z . o ° ) § § FAi )M § � k� y 9§� ; ° ® k gpf - . AA § m ; | # 3 • § § § ■ § c w- § CO§ (f§ �E U� §�k c $ Water Source Heat Pump Builder 619 Page 18@7 A r TOPVEINDRAWNG R�tRetirr�BadwrLeRDsd�arge A gIf W Y W X Y 5[PIH A B PROW SEE BAD( 0M 27.4 E26 19B 3]2 3R4 0� 332 745 277 M M 060 a 2 815 2s5 429 3% TMEWDRAAM M a 2 815 265 429 NOTES_ x 1 � B A 2 ' rruisysaenrchm r Y W Water Source Heat Pump Builder 6.19b Page 17 of 72 • 9�-IMl}fACf LRY�6TPLL9SS00V�Ei,T Lff•1F€LM TCPUEw 0 0 am VAMH 08PIH HEG-W 8$ A B c 024 26.36 6536 1S7 036 2926 7726 227 048 2926 7726 227 060 2926 8426 227 070 2925 8426 227 NOTE:Dimensionsareshown in inches. B 0 F FKNrAM C 7.18 493 A—� DBCGPE(T 125 0 DISOCNNEC 126 T A Water Source Heat Pump Builder 6.19b Page 18 of 72 Unit Parameters Electrical Tag Name:-----------------------------------------------------------WSHP-1_3 Voltage:--------------------------------------------------- 208/230-3-60 V-Ph-Hz Quantity: _----------------------------------------------------------- - ___2 Neutral wire not required Part Number:___ ___.........-50PTH048SCCFACFZ Compressor Quantity: 1 Unit Size:.. -------------.--------------------048 (4 tons) Compressor LRA: ------- ------------------ _ 83.1 Amps Fluid Type: ------------------------------------------- Water Compressor RLA: ----------------------------- 14.04 Amps Fluid Flow Rate: ............................................... 9.2 gpm Fan FLA: 6. Amps Fluid Pressure Drop: -------------------------------- 5.3 ft wg Total FLA: ---------------- 20.04 Amps Altitude:_ -------------------------------------------------------------------- 15 ft Max Overcurrent Protection (MOCP):---------- 35 Amps Actual Total ESP:-------------------------------------- ..........------_._,96 in wg Min Circuit Amps (MCA):____.._._................. 24 Amps Optional Filter Air Pressure Drop: ........ .16 in wg Min/Max Voltage: 197/253 Volts Duct Static Pressure:-----------------------------.-------- .80 in wg Fan Power. _-_...._._ 0.589 kW FanSpeed:._.. - ............................------------------- HI Full-Load Performance Cooling Heating Airflow:_.. ... ......... ------------------------------------------------11668.9 CFM Airflow: ___------------------------------------ 1,668.9 CFM Loop Temp Cooling: ...--------------------------------------------- F Loop Temp Heating: .._.... 68.0 F Cooling Ent. Air DB Temp:........................................76.0 F Heating Ent.Air DB Temp: ................................... 68.0 F Cooling Ent, Air WB Temp:--------------------------------------64.0 F Heating LAT: 100.1 F Total Cooling: --------------------------------------------------------------- 6.5 MBH Total Heating: -..._------------ 57.9 MBH Sensible Cooling:__.................................. ...._____-_----36.9 MBH Application Heating COP: _-_.__...._.-.-----.-.-----..._ 4.7 Application Cooling EER:_____._.....-_._______---_ 12.9 Btuh/W Heating KW: ---------- _____________.--.--- 3.63 kW Cooling KW:.... -------------------------------------------- 3.61 kW Heat of Absorption:-- ------------------------ 43.5 MBH Heat of Rejection:_------- - ------------------------------------- -58.8 MBH Heating LWT: _...................................................- - 58.5 F Cooling LAT DB: _.._..____..........._....______.____....._.__-55.5 F ARI/ISO 13256-1 WLHP Heating: 56.10 MBH Cooling LAT WB:------------------------------------------------------------54.5 F ARI/ISO 13256-1 WLHP COP:----------------------------.5.05 Cooling LWT: -------------------------------- 99.8 F ARI/ISO 13256-1 GWHP Heating:....................46.30 MBH ARI/ISO 13256-1 WLHP Cooling: ------ 49.20 MBH ARI/ISO 13256-1 GWHP COP:-------------------------.--4.55 ARI/ISO 13256-1 WLHP EER: ----------- 15.50 Btuh/W ARI/ISO 13256-1 GLHP Heating:----------------------- MBH ARI/ISO 13256-1 GWHP Cooling:_ 55.30 MBH ARI/ISO 13256-1 GLHP COP:__.-__-_------._..._--_-_-_-3.90 ARI/ISO 13256-1 GWHP EER:..-------_-_---.-_--. 23.80 Btuh/W ARI/ISO 13256-1 GLHP Cooling______________________ 51.30 MBH ARI/ISO 13256-1 GLHP EER: ------------------------ 18.00 Btuh/W Note "WLHP" =Water Loop Heat Pump (Boiler/Tower) "GWHP" = Ground Water Heat Pump (Open Loop) "GLHP"= Ground Loop Heat Pump(Geothermal) Application EER and COP are at selection design conditions Part-Load Performance Cooling ARI/ISO 13256-1 GWHP EER: ___.__-._ 30.80 Btuh/W Airflow: --------1,416.7 CFM ARI/ISO 13256-1 GLHP Cooling:........ 39.90 MBH Loop Temp Cooling:__ .____................_............87.0 F ARI/ISO 13256-1 GLHP EER: -------------- 26.15 Btuh/W Cooling Ent. Air DB Temp:---------------------------------_-_-.76.0 F Cooling Ent. Air WB Temp: ------------------------------64.0 F Total Cooling: -------------------------------------------34.6 MBH Sensible Cooling: _ ...---------------------------------------------29.6 MBH Application Cooling EER:-____._......_..------------------------- Btuh/W Cooling KW:--- ----- 2.34 kW Heat of Rejection:........................................ 42.6 MBH Cooling LAT DB--------------------------- ----------------56.6 F Cooling LAT WB----------------------------- ---------------------55.7 F Cooling LWT- -- ---------------------- --- . --.....96.3 F ARUISO 13256-1 WLHP Cooling: 36.70 MBH ARI/ISO 13256-1 WLHP EER: ...... 17.75 Btuh/W ARI/ISO 13256-1 GWHP Cooling: _-_ _. 42.00 MBH Water Source Heat Pump Builder 6.19b Page 19 of 72 i Heating Heat of Absorption:---------------- ._.___...._......33.5 MBH Airflow: ----------------------------------------------------- 1,416.7 CFM Heating LWT: 60.7 F Loop Temp Heating:._.-----------------------------------__.........68.0 F ARI/ISO 13256-1 WLHP Heating:...___..._.._...40.90 MBH Heating Ent.Air DB Temp:._......_.......-...........-.__._.68.0 F ARI/ISO 13256-1 WLHP COP:_.........................__5.70 Heating LAT: ____________________________________95.4 F ARUISO 13256-1 GWHP Heating: 33.70 MBH Total Heating:_--------------------------------------------_-------------------41.9 MBH ARUISO 13256-1 GWHP COP:--------------------- 4.80 Application Heating COP:_....................._................_5.6 ARUISO 13256-1 GLHP Heating:------------------- 29.80 MBH Heating KW: ......................................------------ 2.18 kW ARUISO 13256-1 GLHP COP: ........ 4.40 Water Source Heat Pump Builder 6.19b Page 20 of 72 Unit Parameters Dimensions Tag Name: ----------------------- WSHP-1_3 Width: --------------------------------------- 29.3 in Quantity: _------------------------------ . -,2 Depth: --------------------------------------------------------------------- - 77.3 in Unit Model------------------- ----------------- --_ .50PTH Height: ---- ----- 22.7 in Unit Size:_--------------------------------------------------------048(4 tons) Shipping Weight: ---- 470.0 lb Compressor Type:. PURON 2-Stage Configuration: __............... __ Horizontal Capacity/Efficiency: Premium Efficiency Octave Band Sound Power Level (dB re 1 pW) Tested in accordance with AHR/Standard 260 Ducted Discharge Mode Octave Band Frequenc Hz 63 125 250 500 1000 2000 4000 8000 Overall Overall dB dBA -Cooling Part 82 70 59 63 63 59 58 52 83 67 -Cooling Full 88 75 64 67 66 64 62 58 89 72 Heatinq Part 82 69 60 64 62 60 58 53 82 68 -Heating Full 84 74 64 67 66 64 62 58 84 71 FAN Only 86 70 60 63 62 60 58 52 86 68 Casing Radiated Mode Octave Band Frequenc Hz 63 125 250 500 1 1000 2000 4000 8000 Overall Overall dB dBA -Cooling Part 75 70 56 52 50 43 36 32 76 58 Cooling Full 77 75 60 53 53 48 40 36 79 62 -Heating Part 77 69 58 52 51 43 35 31 77 58 -Heating Full 1 76 75 68 53 53 1 47 1 39 34 79 63 FAN Only 69 56 56 49 48 1 43 35 28 69 53 Notes: Data based on sound measurements made in a reverberant room on representative units from each cabinet size. Testing conditions per ISO 13256-1 water-loop rating conditions. Overall (dB) and Overall A-weighted (dBA)values calculated based on 63Hz- 8kHz octave band. The selected unit includes a sound reducing option. Sound performance is expected to be as quiet as or quieter than the standard-construction sound data above Water Source Heat Pump Builder 6.19b Page 21 of 72 Unit Parameters Electrical Tag Name: ------------ WSHP-1-3 Voltage:---------------------------------__.---_-------------_208/230-3-60 V-Ph-Hz Quantity: -------------------------------------- _..._ 2 Neutral wire not required Part Number:---------------.----------- OPTH0483CCEACFZ Compressor Quantity: ------------------------- ................. 1 Unit Size: -------. -.-----048 4 tons)) Compressor LRA--------------------------------------- ---------83.1 Amps Fluid Type:.------------------------------------------------------------- - Water Compressor RLA:------------------------------------------ --------14.04 Amps Fluid Flow Rate:. ----------------------------------------_ 9.2 gpm Fan FLA:_..----------------------------- ....................................... - 6. Amps Fluid Pressure Drop: ---------------------------------------------------5.3 ft wg Total FLA: ......._................_ 20.04 Amps Altitude: _ ____...._..____------------------------------------- ----------_15 ft Max Overcurrent Protection(MOCP):--------------------35 Amps Actual Total ESP:----- ------------- --------------------- ,96 in wg Min Circuit Amps (MCA)- ----------------- - .......... 24 Amps Optional Filter Air Pressure Drop: _..........._-..-.16 in wg Min/Max Voltage: --------------- 197/253 Volts Duct Static Pressure: ...................._.80 in wg Fan Power: 0.589 kW Design Requirements Cooling Loop Temp Cooling:---_-__-.._ _- 87.0 F Cooling Ent. Air DB Temp.: ------------------------------76.0 F Cooling Ent. Air WB Temp.: _...-...-..........._..........64.0 F Heating Loop Temp Heating: .---_-------------------------------_-- 68.0 F Heating Ent. air DB Temp.: _.-------_----------68.0 F Fan Configuration Fan Speed: ---------------------------------_.--- LOW Operating Mode:.............................................. FullLoad Cooling Heating Airflow: -------------------------------------------1,267.7 CFM Airflow: ------------------------------------------------------------ 1,267.7 CFM Total Cooling: ------------------------------------------------------------------ MBH Total Heating:-------------------------------------------------------------------56.3 MBH SensibleCooling:--------------------------------------------------_---- 2.0 MBH Heating KW:--------------_--------------------------------------------------------3.9 kW Cooling KW: ------------------------------------_--------------------.3.5 kW Application COP: _---------------------------------- -4.2 Application EER: ...........--------------------_------------- -----12.8 Btuh/W Heating Leaving air Temp.:....-----.....................---..109.1 F Leaving Air DB Temp.: ---------------------------------------52.6 F Heating LWT:- --------------------------------------------------------------59.0 F Leaving Air WB Temp.:_------.-----_------------------------------51.7 F Heat of Absorbtion:__--._.__ ------------------------------------- MBH Cooling LWT: ---------------------------------------------99.2 F Heat of Rejection:............_...--------------......--------------.----56.1 MBH Fan Configuration FanSpeed--------------- -----------------------------------------_ LOW Operating Mode:. -----------------------------PartLoad Cooling Heating Airflow: --------------------------------------------1,122.4 CFM Airflow: ------ ---------------------- _ 1,122.4 CFM Total Cooling--------------------------------------------------------------------- 3.6 MBH Total Heating:----------------..................................... 40.9 MBH Sensible Cooling: _-------------------------------------------------------26.3 MBH Heating KW:------ ------------------------------------------- 2.3 kW Cooling KW: ---------------•-•-••---------------------------- 2.3 kW Application COP: Application EER: ................._----__-----------------------_ 14.6 Btuh/W Heating Leaving air Temp.: Leaving Air DB Temp----------------------------------- 54.3 F Heating LWT:..................-- ---...------------------------ -------61.0 F Leaving Air WB Temp-------------------------------------------------53.7 F Heat of Absorbtion:.......................--------------------------------- 2.3 MBH CoolingLWT--------------------------------------------------------------------96.0 F Heat of Rejection: ----_.-------------------------------------------------- 1.4 MBH Fan Configuration FanSpeed--------------------------------------------------------------. MED Operating Mode:--------------------------------------------------FullLoad Cooling Total Cooling: -------------------------------------------------- 45.5 MBH Airflow: ........__ --------------------- ............... 1,461.3 CFM Sensible Cooling: _ 34.5 MBH Water Source Heat Pump Builder 6.19b Page 22 of 72 Cooling KW: ------------------------------------------------ 3.5 kW Heating Application EER: ------------------------------------ 12.9 Btuh/W Airflow: _...------------------------------------------------------ 1,461.3 CFM Leaving Air DB Temp-----------------------------------------------54.1 F Total Heating:...........-_-_------------------- ------------------57.1 MBH Leaving Air WB Temp.:... 53.2 F Heating KW: -.____. -_-___---- 3.7 kW Cooling LWT: --------------------------------------------------99.5 F Application COP:---------- -----------------.. ---4.5 Heat of Rejection:__.............................................. 57.5 MBH Heating Leaving air Temp.:...................................104.2 F Heating LWT---------------------------------------------------------------- 58.7 F Heat of Absorbtion: _ __ 42.5 MBH Fan Configuration Fan Speed: -------------- ----------------------MED Operating Mode:------------------------------------------------PartLoad Cooling Heating Airflow: _-------------------------------------------------------1,324.5 CFM Airflow: _ - 1,324.5 CFM Total Cooling:. 34.4 MBH Total Heating:-.--_-_______-_ _41.7 MBH ---------------------------- Sensible Cooling----------------------------------------------------- 28.8 MBH Heating KW:.----... ----------------------------------------------2.2 kW Cooling KW:_..............................-------------------------------.. 2.3 kW Application COP: ------------------------------------------.5.6 Application EER: -------------------------------------------------14.8 Btuh/W Heating Leaving air Temp.:--------------------------------------97.1 F Leaving Air DB Temp------------------------------------------- 55.8 F Heating LWT: --------------------------------------------------60.8 F Leaving Air WB Temp-------------------------------------------------55.1 F Heat of Absorbtion: --------------------------------------------------- MBH Cooling LWT: ........................................----------- ---96.2 F Heat of Rejection:.--------------.------------------------------------------42.4 MBH Fan Configuration FanSpeed: -------------------------.......................... HI Operating Mode: ----------------------------------------------FuIlLoad Cooling Heating Airflow: ---------------------------------- .............. CFM Airflow: __....... -------------------------------.._....._....- --1,668.9 CFM Total Cooling- ---------------------------------------------------------------46.5 MBH Total Heating:-------------------------------------------------------------------57.9 MBH Sensible Cooling-----------------------------------------------------------36.9 MBH Heating KW:-- - ----- ----- 3.6 kW CoolingKW: -.................................--------------------------------3.6 kW Application COP: _-- ------------------------------------------4.7 Application EER: ...................---...........................12.9 Btuh/W Heating Leaving air Temp.:.................................... F Leaving Air DB Temp--..............----------------------------------55.5 F Heating LWT: ------- 58.5 F Leaving Air WB Temp.:-----------------------------------------------54.5 F Heat of Absorbtion: 43.5 MBH CoolingLWT- -----------------------------------------------------------------99.8 F Heat of Rejection: ................................................. MBH Fan Configuration FanSpeed: --------------------------------------- ---- HI Operating Mode--------------------------------------------------PartLoad Cooling Heating Airflow: --------------------------------------------------_1,416.7 CFM Airflow: - ------------------------------------ 1,416.7 CFM Total Cooling- - ----------------------------------------------------------..34.6 MBH Total Heating: ----- --- ------------------------------------------.41.9 MBH Sensible Cooling-------------------------------------------- 29.6 MBH Heating KW:-------------------------------------------------------- 2.2 kW Cooling KW: ------------------------------ -------2.3 kW Application COP: ------------------------ --5.6 Application EER:.............................................................14.8 Btuh/W Heating Leaving air Temp.:-----------------------.----------- 95.4 F Leaving Air DB Temp--- -------------------------------------------56.6 F Heating LWT: _._...-- .......................... 60.7 F Leaving Air WB Temp.:..-..._____---------------------------------55.7 F Heat of Absorbtion: ---------------------- 33.5 MBH Cooling LWT: - -- ----------------------------------------96.3 F Heat of Rejection: ._ .................---._......42.6 MBH *Application EER and COP are at selection design conditions Water Source Heat Pump Builder 6.19b Page 23 of 72 AHC`**"1/2 in.to 2 in.Stainless Steel Braided Hose Kitwith Manual Shutoff Valve,Autoflow RegulatorandY-Strainer- Hose ldtwithamanualshutoffvalve,autoflowregulatortomaintainsasetGPM and Ystrainerforhardwaterapplications.Autoflowregulatorpro-videsaconstarrtflowrate;ftlepressure changes(ex.additional heatpumps)each flowowtrolvalvewilladjusttothecondt6ons.TheYstrainercan filterwatav&high mineralcwkrtwhichcanc ausedamageovertimetoequprnent.See Fig.1 andTables 1,2. SPEOFICATCONS Desgiedfarwa mwurceheatpunipapphcabom Kevb rVnlhebc fibmumfaoadEPDMhosecorewithswdesssteelhoseb►aid Srvivelemnectionwithdualfemaleendsptovidestmicnb he&Aw>pmdpTn*sroan Br"OT58fititirip Ballvalvewithmwgm[P/I'(presstur/tar>perahue)portsandunionend „ Twomaleadaptas(Fig.l)MMdedwithmithoselrit Optional Male Adapte I Retum ` I Side I I Relum Side / al Autoflow Regulator.w%ffTest Femate5wivdEnd9 PlugsandUnionEnd Connedorw�rDual 1 I Supply Side L J tSup*Sid. Combination Ball Valve/Strainer with Union End.P/r Test Plug and BlowdownADrain Valve i Fig.1-AHC-1/2in.to2in.Stainless Steel BraidedHoseKit Table t-AHC" 1/2 in.to2 in.Stainless Steel Braided Hose Kit Specifications IQC1JCLllDES erd Comb nammBdV&.eStrai>arwlhP/Tpkig,stailemstedhose,davftw ktmvaW MumSide: MVaWwilhP/Tplu9,abflowr oakysla�hme,and-%ffMerds NODELNUMEi NbdelsAvakd* Dior dw(n) BraidedFbs Lsxth(n.) AH00902 50PEC09I8 1/2 24 50PCd07-042 AHCOm 50 24 3/4 24 5(33SVVC)25035 5UDCD48M 5M AHC1002 5D703MM 1 24 50PSVW494n 50-K)P,VOP072b096 AHC124 20 11/4 24 50PSW80210 AL05M 50-UP150-180 1112 24 5NU 120181 5D-K]P242 AHCM2 5MAOP21MW 2 24 5iUDSVV240420 Table2-AHC" 1/2in.to2in.StainlessSteelBrdidedHoseKHPhysicalData R40DELNU BER WONQWPRESSUREQ* rMNiIRJMBURSTPRMSURE(pel) tMIMAt1MBENDRADIUS(h) AH005M 400 1600 a562 AHCQI52 400 16M 3562 AHC= 400 1600 4.375 AH0122 300 12M 5125 M0502 300 12M 7125 AH= 300 12M 9500 Water Source Heat Pump Builder 6.19b Page 24 of 72 Building Permit Check List & Zoning Analysis OB & C ONLY Address: '2, Q,�;z SBL: L — l Zone: Use: 3 Const.Type: �— Other. Submittal Date: Z' Z S ZZ Revisions Submittal Dates: qJ1 2 2 1 Z Z Z Z�— Applicant: l l oo .I NL. S AS S O c. • L(_G Nature of Work.- Reviews:O JUL ��_PB: BP: Other. hw ( ( ) FEES:Filing.-Z I-- BP: 7- 1 J 7S- C/O: Legalization: ( ) (� APP.: Date Stamped. ✓ Properly Signed ✓ SBL Verified ✓ Cross Connection: F.O.G.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO.:Long Shorn Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan: Other. ( ) ( ) SURVEY:Dated Current Archival Sealed Unacceptable: ( (�S:Date Stamped Sealed `� Co pies:�Z Electronic Other ( ( License: Workers Comp: ty. V (:omp.Waiver. Other. ( ) ( ) Code 753#: Dated N/A: (� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. LOW-VOLTAGE ELECTRICAL:Plans: —Permit N/A: Other. (� ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. (� ( ) PLUMBING:Plans: ✓ Permit: Nat Gas: LP Gas: Grease Trap: Other. (� ( ) FIRE SUPPRESSION:Plans: Permit N/A: Other. (•� ( ) H.V.A.C.: Plans: Z_Permit N/A: Other. ( ) ( ) FUEL TANK: Plans: Permit FUEL TYPE: Other. O O 2020 NY State ECCC: N/A Other. ( ) ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. _ ( ) ( ) Other. ( )ARB mtg.date: approval notes: ( )ZBA mtg.date: approval notes: ( )PB mtg.date: approval —notes: REQUIRED EXISTING PROPOSED NOTES APPROVED Area: Date: SEP 2 0 2022 Circle: Fr n e — Front Froru: Bgr EAIL: m Suac Hdgk no 1 -A rt2. N tjcT uw .00 o ate. ip • � JLHVA-1 AFRO CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYV) 04/18/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(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 endorsements . PRODUCER 646-599-8760 COONTA`A Dun Zhang NAME Oakmont Insurance Services LLC PHONE 646-599-8760 FAX 646-599-8761 30-50 Whitestone Exp Suite 302 (A/C.Nn,rxtl (A/c Nn) Flushing,NY 11354 1 L Iiifo@oakiiioiitinsure.com oakmontinsure.com Oakmont Insurance Services LLC AD RCSS C INSURERS)AFFORDING COVERAGE NAIL 4 INSURER A:Travelers Insurance Company 119046 INSURED INSURER B J.L. HVAC INC 323 Scholes St INSURER C Brooklyn, NY 11206 INSURER D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADDLI,SUBR POLICY EFF POLICY EXP TYPE OF INSURANCE POLICY NUMBER IMMinnn1'YYI (MwDDIYYYYI I LIMITS A X COMMERCIAL GENERAL LIABILITY —r I EACH OCCURRENCE S 2,000,000 CLAIMS-MADE X ' OCCUR DAMAGE TO RENTED 300,000 X X PREMISES(Fa ocnurrnr DT-CO-1 S033647-TCT-23 04I10/2023 04/1012024 n) $ A X Contractual iDT-CO-1S033647-TCT-23 104/10/2023 04/10/2024 MED EXP(Any one person) $ 10,000 A X (XCU DT-CO-1S033647-TCT-23 04/10/2023 04/10/2024 PERSONAL&ADV INJURY S 2,000,000 Gi AGGREGATE LIMIT APPLIES PER: 4,000,000 GENERAL AGGREGATE $ POLICY I X E�� _ J LOC PRODUCTS•COOP AGG S 4,000,000 MP/ utHER AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) S BODILY INJURY(Per person) S OWNED I SCHEDULED AUTOS ONLY AUTOS BODII Y INJI JRV(Per ncddenl) S HIRED NON-OWNED PROPERTY hAA1AG!- AUTOS ONLY AUTOS ONLY ;Por arrldrw) $ UMBRELLA LIAR OCCUR I EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE I$ DED I RETENTION$ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N I STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? I I�NIA EL.EACH ACCIDENT S (Mandatory In NH) E L DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below F 1 DISEASE POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached It more apace Is required) The certificate holder is listed as additional insured as per written contract. Certificate is subject to terms,condition 8r exclusions of the actual insurance policy at the time of issuance CERTIFICATE HOLDER _ CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSIF New Yo,k Stme Insuranc`'i: PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE n n n n n 208835610 'F �' 1238 ,.�i*t ' OAKMONT INSURANCE SERVICES LLC ��„ 4 30-50 WHITESTONE EXPRESSWAY SUITE 302 FLUSHING NY 11354 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JL HVAC INC VILLAGE OF RYE BROOK 323 SCHOLES ST 938 KING STREET BROOKLYN NY 11206 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE K2588 096-4 237759 04/10/2023 TO 04/10/2024 4/18/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2588 096-4, 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. 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NEW YORK STATE NSUR NCE FUND / �/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 377364073 NYSIF Now York State Insurance;7.,c PO Box 66699.Albany,NY 12206 1 nyslf.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE O O ^^^^^" 133983707 THE FLANDERS GROUP 300 LINDEN OAKS 0 SUITE 210-1ST FLOOR ROCHESTER NY 14625 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COMFORT MAINTENANCE CORP VILLAGE OF RYE BROOK 200 MADISON AVENUE 26TH FL 938 KING STREET NEW YORK NY 10016 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z1048 013-5 742814 01/01/2022 TO 01/01/2023 3/29/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO 1048 013-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW IF YOU WISH TO RECENE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/IWYWY.NYSIF.COM/CERT/CERTVALJWP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY NEW YORK STAT SU NCE FUND T 4 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 546705764 U•26 3 4�oRc� CERTIFICATE OF LIABILITY INSURANCE DA1E1Dmrr, 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. le certificate holdier s an ADDITIONAL INSURED,the policy mug Ism ADDITIONAL INS ED pr a SUBROGATION M WAIVED,subject to the terms and oondMons of the policy,osrtshn Policies may require an endorsement.A tehimnarrl on this xxsrtlNpb does not confer rights to this certHleate holds►In Ileu of such andorsa immWa). a PROOUCER CONTACT Son Risk Services cl3 Nortbea3t, Inc. (!66) 753-711J (SOD) 363-0105 Stanford Cr Office ARC.Ne.E.j.. 1600 Sumner Street a y� Stanford cr 06907-a907 USA Aoon[as WROO RIs)APPONWO COVERAGE ENLgm be~A Sompo America insurance company 11126 DKA Advisors LLC SIs~a: Endurance Assurance Corporation 11s51 575 Sth Avenue 38th floor BOB~C: ACE Property A Casualty Insurance Co. 20699 New York NY 10017 USA *IV~D. m�IAQR[: araRaReR f COVERAGES CERTIFICATE NUMBER:57DO90955525 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 CONDfTION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WINCH 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 Urnft shown we r LT TVP[of sompt&P CE POLICY faaMeK LaRS x GOURAL UAINL^` EACH OCCUMTENCE S 1,000,000 CLANS-MAIXF Ox OCCUR sl,000,000 PREMISES x TISA aTSMraae NED EXP(Arty we Parson) Excluded X Mee Eaulle,e PERSONAL a ADV INJURY S 1,000,000 OENLAGGREGATE LINT APPLIES PER GENERAL AGGREGATE PRO OTHER JECr O LOC O PRODUCTS•OOMPMPAGO S7,000,D00 OTHER • MnDmrOela lJAalJnY Y Y ADV51064N0 12/31/202112/31/2022 CORIa1eiD BNGIE LaaT S1,000,000 � X ANY AUTO BODILY INJURY I Per Parson) Q OWNED SCHEDULED BODILY INJURYlPar aoRearre Z AUTOS ONLY AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE ONLY AUTOS ONLY Par wokwvu C x xAIaRELI.A LMa H OCCUR G tACH OCCURIIENCE excess LIRE CLAAM-ADE AGGREGATE $10,000,000 x IDED1 IRETwenoN wonam AIO EMPLOYE PER STATUTE IS' n7 ANY PROPRIETOR I PARTNER Ex:WfryE 101 E.L.EACH ACCIDENT EVMAXX07 N A �yyaaea,��aoyppn E.L DISEASE-EA EMYIOYEE DESCREPTIDN OF OPERATIONS below E.L DISEASE-POLICY UR a DOCPWMM OF GPOLRIONS I LOGnple I Y4"Icue ISOM Hel,Ae�sIW RaRINa aerwa•A�a,IrT/sM!nee aPees Y�MMI Named Insured includes: 1100 King Associates I.I.C. Location Address: 1100 King street 1-6 International Drive, Rye crook Nr, 10573. Certificate Holder is included as Additional Insured in accordance with the policy provisions of the General Lisb�lity and Automobile Liability policies. A waiver of Subrogation is granted in favor of Certificate Holder in accordance with the policy provisions of the General Liability and Automobile Liability policies. Umbrella follows form, claim psymenes are Wade on a first dollar basis by the insurer without application of any deductible. r,L CERTIFICATE HOLDER CANCELLATION eHOIAD ANY OF THE ADM DENCMW FDI C= as ninny►r sn Upon THE EXPIRATION DATE THEREOF, NOTE Wei a[ OffUVIR M N ACCORDANCE wlTH THIS POLICY PROVISIONS. village of Rye Brook AUTHORIND REPRESENTATIVE 933 King Street Rye Brook NY 10573 USA a IQF~ ✓Lit�iNsiLRm/�M�erRmMK✓iww 01 988-201 5 ACORD CORPORATION.All rights►►served. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD A CERTIFICATE OF LIABILITY INSURANCE DATE09/15/9/152022D/YYYn 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 ri hts to the certificate holder in lieu of such endorsements. PRODUCER IINT NAME:CT CLIENT CONTACT CENTER FEDERATED MUTUAL INSURANCE COMPANY HOME OFFICE: P.O. BOX 328 A/DC,NE No Ext:888-333-4949 IIA C No):507-4464664 OWATONNA, MN 55060 ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B:FEDERATED SERVICE INSURANCE COMPANY 28304 MACK FIRE PROTECTION INC INSURER c:FEDERATED RESERVE INSURANCE COMPANY 16024 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:2023 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLTYPE OF INSURANCE SR WVD POLICY NUMBER POLICY EFF POLICY EXP LTR INSR WVD MMI DDIYYYV MM/DDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED $100,000 PREMISES Ea occurrence MED EXP(Any one person) $10,000 B Y N 6115492 04/01/2022 04/01/2023 PERSONAL&ADV INJURY $1,000,000 CEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY PRO LOC X JECT PRODUCTS-COMPIOP AGC $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINEDs INGLE LIMIT X ANY AUTO $1,000,000 Ea acci en BODILY INJURY(Per person) B OWNED AUTOS ONLY SCHEDULED AUTOS N N 6115492 04/01/2022 04/01/2023 BODILY INJURY(Per accident) HIRED AUTOS ONLY NON-OWNED AUTOS ONLY PROPERTY DAMAGE Per accident X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $10,000,000 A EXCESS LIAB CLAIMS-MADE N N 6145665 04/01/2022 04/01/2023 AGGREGATE $10,000,000 DED RETENTION WORKERS COMPENSATION H- AND EMPLOYERS'LIABILITY Y/N X PER STATUTE I DER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICER/MEMBER EXCLUDED? NIA N 1814077 04/01/2022 04/01/2023 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1,000,000 BUSINESS ERRORSIOMISSIONS N N 6145664 04/01/2022 04/01/2023 PER CLAIM $500,000 C AGGREGATE $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached it more space is required) PROJECT: PETER PAUPER PRESS 3 INTERNATIONAL DRIVE RYE BROOK NY. THE CERTIFICATE HOLDER IS AN ADDITIONAL INSURED SUBJECT TO THE CONDITIONS OF THE ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN A WRITTEN CONSTRUCTION AGREEMENT WITH YOU ENDORSEMENT FOR GENERAL LIABILITY. CERTIFICATE HOLDER CANCELLATION 149-868-2 20230 VILLAGE OF RYE BROOK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RYE BROOK, NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD _Jf YYORK Workers' CERTIFICATE OF svATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured 860-632-8053 MACK FIRE PROTECTION INC 149-868-2 15 INDUSTRIAL PARK PL. MIDDLETOWN,CT 06457-1501 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 Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 04-3814418 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Federated Mutual Insurance Company Village of Rye Brook 3b.Policy Number of Entity Listed in Box"l a" 938 King St 1814077 Rye Brook,NY 10573-1226 3c.Policy effective period 04/0112022 to 04i01/2023 3d.The Proprietor,Partners or Executive Officers are QX included.(Only check box if all partners/officers included) all excluded or certain partnerstofficers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"I a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Denise L Bryant (Print name of authorized representative or licensed agent of insurance carrier) Approved by: sue . 09/15/2022 (Signature) (Date) Title:Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier: 888-333-4949 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 MM g z R C) 0 ... I z M z z C) z— LU W 0 Z. 0 9 U) - C> C� 'Y 00 w w Z r<Z>z . I Z< z WF M 0 w.Z. Lu 0�e 2 z 0 w < WM =' t, X . CZD 0 z Of w 0 W .0<X LLI Z of 0 0 Ln ()L)of 0 t co 1,00 C) io -7 w U)- Lu s-"n F 0 ILLE W, 0 1., z Z- 0 C)w zi 0 Z� -C MgZ6 '.1"-0 0 i w Z LU I ol > L)0 2 0 C) W R D 2 0 z z d W W Q.Cl 3AlUO'MN011VNH31 I z zO p '�W W.'w m w < w 0 65>0 w z I>- wo X.� r I a§�.� < aa ZZ �5��p 0. fw 0 0 0.K 00 �m�oz 0 aw �92 :k >0 W� W lw'o�w < O'�6 ,z aLL M'o � . � w w z z �z-W. 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G3ARCH.COM ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 2 OF 95 DIVISION 00-PROCUREMENT AND CONTRACTING REQUIREMENTS 00 01 10 Table of Contents Introductory Information 00 01 10 Table of Contents 00 01 15 List of Drawing Sheets Procurement Requirements 00 20 00 Instructions for Procurement 00 21 13 Instructions to Bidders Contracting Requirements 00 50 00 Contracting Forms and Supplements 00 70 00 Conditions of the Contract 00 72 00 General Conditions DIVISION 01 GENERAL REQUIREMENTS 01 10 00 Summary 01 11 00 Summary of Work 01 20 00 Price and Payment Procedures 01 22 00 Unit Prices 01 23 00 Alternates 01 26 00 Contract Modification Procedures 01 29 00 Payment Procedures 01 29 73 Schedule of Values 01 30 00 Administrative Requirements 01 31 13 Project Coordination 01 31 19 Project Meetings 01 32 16 Construction Progress Schedule 01 33 00 Submittal Procedures 01 35 53 Security Procedures 01 40 00 Quality Requirements 01 41 00 Regulatory Requirements 01 41 19 Emissions and Content Requirements 01 45 00 Quality Control 01 50 00 Temporary Facilities and Controls 01 52 00 Construction Facilities 01 60 00 Product Requirements 01 62 00 Product Options 01 66 00 Product Storage and Handling Requirements 01 70 00 Execution and Closeout Requirements 01 73 29 Cutting and Patching 01 74 00 Cleaning 01 74 09 Construction Waste Management and Disposal 01 77 00 Closeout Procedures 01 78 00 Closeout Submittals 01 78 23 Operation and Maintenance Data 01 78 35 Warranties and Bonds ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR 6 RYE BROOK,NY PAGE 3 OF 95 01 80 00 Performance Requirements 01 81 13 Sustainable Construction Requirements DIVISION 02 EXISTING CONDITIONS 02 41 19 Selective Demolition DIVISION 03 CONCRETE 03 01 00 Maintenance of Concrete 03 01 30 Maintenance of Cast-in-Place Concrete 03 54 00 Cast Underlayment 03 54 13 Self-Leveling Concrete Underlayment and Flash Patching DIVISION 04 MASONRY (not used) DIVISION 05 METALS 05 40 00 Cold-Formed Metal Framing 05 41 00 Structural Metal Stud Framing 05 50 00 Metal Fabrications 05 51 43 Metal Support Assemblies 05 70 00 Decorative Metals DIVISION 06 WOOD, PLASTICS AND COMPOSITES 06 10 00 Rough Carpentry 06 10 53 Miscellaneous Rough Carpentry 06 20 00 Finish Carpentry 06 40 00 Architectural Woodwork 06 40 23 Interior Architectural Woodwork DIVISION 07 THERMAL AND MOISTURE PROTECTION 07 20 00 Thermal Protection 07 21 16 Blanket Insulation 07 80 00 Fire and Smoke Protection 07 84 13 Penetration Firestopping 07 92 00 Joint Sealants 07 92 13 Elastomeric Joint Sealants 07 92 19 Acoustical Joint Sealants DIVISION 08 OPENINGS 08 10 00 Door and Frames 08 11 13.13 Hollow Metal Doors and Frames 08 14 00 Wood Doors 08 14 16 Flush Wood Doors 08 31 00 Access Panels and Frames 08 40 00 Entrances, Storefronts and Curtainwalls 08 42 26 All-Glass Entrances 08 70 00 Hardware 08 71 00 Door Hardware 08 80 00 Glazing ,r 08 81 00 Glass Glazing ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 4 OF 95 08 83 00 Mirrors 08 83 13 Mirrored Glass Glazing 08 87 00 Glazing Surface Films 08 87 13 Window Film DIVISION 09 FINISHES 09 20 00 Plaster and Gypsum Board Assemblies 09 21 16 Gypsum Board Assemblies 09 22 16 Non-Structural Metal Framing 09 31 00 Thin-Set Tiling 09 50 00 Ceilings 09 51 23 Acoustical Tile Ceilings 09 54 00 Specialty Ceilings 09 54 23 Linear Metal Ceilings 09 54 33 Decorative Panel Ceilings 09 60 00 Flooring 09 63 40 Stone Flooring 09 64 33 Engineered Wood Flooring 09 65 13 Resilient Base and Accessories 09 65 19 Resilient Tile Flooring 09 68 00 Carpeting 09 68 13 Tile Carpeting 09 70 00 Wall Finishes 09 72 16 Flexible Wall Covering 09 75 00 Stone Facing 09 80 00 Acoustic Treatment 09 84 13 Fixed Sound-Absorptive Panels 09 90 00 Painting and Coating 09 91 23 Interior Painting 09 94 00 Decorative Finishes DIVISION 10 SPECIALITIES 10 21 00 Compartments and Cubicles 10 21 13.13 Metal Toilet Partitions 10 22 19 Demountable Partitions 10 22 19.13 Demountable Metal Partitions 10 28 00 Toilet, Bath and Laundry Accessories 10 28 13.13 Commercial Bath Accessories 10 44 00 Fire Protection Specialties 10 44 13 Fire Extinguisher Cabinets 10 44 16 Fire Extinguishers DIVISION 11 EQUIPMENT 11 31 00 Appliances 11 90 00 Miscellaneous Equipment DIVISION 12 FURNISHINGS 12 24 00 Window Shades 12 24 13 Roller Window Shades ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 5 OF 95 12 36 00 Countertops 12 36 61 Simulated Stone Countertops DIVISION 13 SPECIAL CONSTRUCTION (not used) DIVISION 14 CONVEYING EQUIPMENT (not used) ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR p RYE BROOK,NY PAGE 6 OF 95 0001 15 List of Drawing Sheets Sheet Title Date Revised Comments Number Date T-001.00 INDEX, LOCATION MAP, NOTES 07/15/22 G-001.00 TYPICAL MOUNTING HEIGHTS & CLOSET 07/15/22 DETAILS G-002.00 FIRE STOPPING DETAILS 07/15/22 G-003.00 ACCESSIBILITY STANDARDS 07/15/22 A-003.00 DEMOLITION PLAN 07/15/22 A-003.00 CONSTRUCTION PLAN 07/15/22 A-103.00 CONSTRUCTION DIMENSION PLAN 07/15/22 A-103.01 REFLECTED CEILING PLAN 07/15/22 A-203.00 ENLARGED LIGHTING LAYOUT & 07/15/22 DETAILS A-203.01 POWET & TELEPHONE PLAN 07/15/22 A-303.00 WALL FINISH PLAN 07/15/22 A-403.00 FLOOR FINISH PLAN 07/15/22 A-403.01 FINISH SCHEDULE 07/15/22 A-503.00 NOT USED A-600.00 INTERIOR ELEVATIONS 07/15/22 A-601.00 INTERIOR ELEVATIONS 07/15/22 A-602.00 INTERIOR ELEVATIONS 07/15/22 A-700.00 ENLARGED PLANS & ELEVATIONS 07/15/22 A-800.00 MILLWORK DETAILS 07/15/22 A-801.00 MILLWORK DETAILS 07/15/22 A-802.00 MISC. DETAILS 07/15/22 A-803.00 NOT USED A-804.00 CEILING DETAILS 07/15/22 A-900.00 PARTITION TYPES 07/15/22 A-901.00 DOOR SCHEDULE 07/15/22 A-902.00 RESTROOM DEMOLITION, 07/15/22 CONSTRUCTION,ACCESSORY/PLUMBING FIXTURE PLANS A-903.00 RESTROOM FINISH, & REFLECTED 07/15/22 CEILING PLANS A-904.00 RESTROOM ELEVATIONS 07/15/22 A-905.00 RESTROOM DETAILS 07/15/22 ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 7 OF 95 Procurement Requirements 00 20 00 Instructions for Procurement 00 21 13 Instructions to Bidders The scope of work (the "Project") is described in the attached Drawings and Specifications (the"Contract Documents") entitled Schimenti, New Office Fit-out The term "drawings" has the same meaning as "Contract Documents", unless indicated otherwise. The term "Owner"small mean Schimenti Construction, LLC The term "Architect" shall mean G3, Architecture Interiors Planning., One Dock Street, 41h floor, Stamford, CT 06902 The term "Building" shall mean 3 International Drive. The term "Site" shall mean a portion of the 3rd floor of the building so referenced in the contract documents. The term "Contractor" shall mean either the Construction Manager, General Contractor, a Subcontractor, or a subordinate Subcontractor. Addenda are written and/or graphic instruments issued prior to the receipt of bids which modify or interpret the Contract Documents, by additions, deletions, clarifications or corrections. Addenda become a part of the Contract Documents upon execution of the Contract for Construction. Each bidder, by making a bid, represents that he has read, reviewed and fully understands and accepts the Contract Documents and their intent. Prior to submitting a bid, each bidder shall examine and thoroughly familiarize himself with all existing conditions, including applicable laws and ordinances, that may affect the work. Builders are required to visit the building and site and ascertain, by any reasonable manner, all conditions which may in any way may affect the work. Address questions which arise during the bidding period to the Architect in writing. Responses to any and all questions will be issued to all bidders in the form of addenda. 1 ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE B OF 95 Each bidder shall acknowledge the receipt and inclusion of responses, clarifications and/or addenda in his bid. Each bidder shall submit the following with his bid: 1. A list of costs by trade. 2. A list of unit prices. 3. A list of Subcontractors to be utilized on the Project. 4. A list of requested Alternate prices, if any. The construction period indicated in the Form of Agreement-Section 00 50 00 shall become the essence of the Contract for Construction. Each bidder shall represent that the dates indicated therein shall be met without additional compensation, barring change in the Project scope by the Owner. Each bidder acknowledges that failure to meet dates shall be cause for assessing liquidated damages as stipulated in the bid proposal. Each bidder represents that all work shall be guaranteed for a period of one year, or the stipulated limit of applicable manufacturer's specifications, whichever is greater,from the date of Final Completion. Each bidder shall provide his proposal in compliance with the above conditions, listing a lump-sum total cost, on letterhead with the company name and address. Submit bids to the Owner and the Architect. The Owner reserves to reject any and all bids. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY x PAGE 9 OF 95 Contracting Requirements 00 50 00 Contracting Forms and Supplements The form of agreement (the "Contract for Construction") shall be AIA Form A101, Standard Form of Agreement between Owner and Contractor, latest edition. Where conflicts of interpretation occur between the provisions of the Farm of Agreement and the Contract Documents, the more stringent interpretation shall apply, in all cases, without exception. 00 70 00 Conditions of the Contract 00 72 00 General Conditions The General Conditions of the Contract shall be AIA Form A201, General Conditions of the Contract for Construction, latest edition. DIVISION 01 —GENERAL.REQUIREMENTS 01 10 00 Summary 01 11 00 Summary Work of ,, The Owner requires the Contractor to implement practices and procedures to meet environmental requirements associated with sustainable construction. The Contractor is responsible to provide all labor, materials, and equipment required for the construction of the Project. The organization of the drawings and specifications shall not control the Contractor in dividing the work among the subcontractors or in establishing the extent of the work performed by any trade. The character and scope of the work is delineated in the Contract Documents, comprised of drawings and/or specifications and/or related bid and contractual forms. All work included by mention, note, detail, itemization, or implication, however brief, is the responsibility of the Contractor, who shall provide and install same and all other work with all appurtenances, apparatus, and accessories normally deemed to be part of a complete package within the definitions of standard industry practice, as well as the creation, implementation, reporting and documentation associated with plans and programs required for all sustainable construction requirements of the Owner. Do not scale drawings. Any clarifications or information required by the Contractor shall be furnished, upon request, by the Architect. Contractor shall submit request for such clarification or information in writing to the Architect. All work shall conform to all applicable aspects of federal, state and local building codes and ordinances, and all other agencies having jurisdiction. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 10 OF 95 No work shall be commenced prior to Contractor obtaining permit. Copies of all documents filed for approval and permits are to be sent to the Architect. The Contractor shall thoroughly verify all dimensions and, to the extent practicable, all field conditions, and shall report any and all discrepancies to the Architect prior to commencing work; otherwise,the Contractor shall bear any and all costs required to complete the work as delineated in the Contract Documents, including the removal of non-conforming work. The Contractor shall be responsible for maintaining the site in a safe condition, and shall provide and maintain all coverings, boards, temporary partitions, doors, and any other items required to protect building occupants, and existing and newly finished work. To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Owner and the Architect, and their agents and employees,from and against any and all claims, damages, losses and expenses, including but not limited to attorney's fees, arising out of or resulting from the performance of the work, provided that any such claim, damage, or lass or expense is attributable to bodily injury, sickness, disease or death or to injury or to destruction of tangible property (other than the work itself) including the loss of use resulting there from and is caused in whole or in part by a negligent act or omission of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is ` caused in part by a party indemnified hereunder. The Contractor assumes and bears sole and total responsibility for any and all deviations from the Contract Documents. Sustainable Construction General Requirements: The Owner requires the Contractor to implement practices and procedures to meet environmental goals. Specific project goals which may impact this and the other sections of this specification include: use of low-emitting materials. The Contractor shall ensure that the requirements related to these goals, as defined in the sections below and in related sections of the contract documents, are implemented to the fullest extent. Substitutions, or other changes to the work proposed by the Contractor or their Subcontractors, shall not be allowed if such changes compromise the stated Sustainable Construction performance criteria. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 11 OF 95 01 20 00 Price and Payment Procedures 01 22 00 Unit Prices The Contractor shall provide unit prices for items listed for inclusion in the Contract, guaranteed to apply for duration of the Project, as basis for additions to or deductions from Contract Sure. The Contractor shall take measurements and compute quantities of materials supplied or placed in the work. All measurements and quantities shall be reviewed by the Architect and the accepted measurements and quantities will become the basis for payment of the items listed. Payment for each item includes full compensation for all required labor, products, tools, equipment, plant, transportation, services and incidentals, and for erection, application, or installation of the item of the work. 01 23 00 Alternates The Contract documents contain pertinent requirements for materials and methods to accomplish work described herein. Provide Contract Sums and adjustments to Contract Time for alternate item costs if accepted by Owner. Alternates will be exercised at the option of the Owner. Coordinate related work and modify surrounding work as required to complete the work, including changes under each Alternate, when acceptance is designated in the Contractor's agreement with the Owner. DESCRIPTION OF ALTERNATES: Refer to Drawing Title Sheet for List of Alternates, if any are requested. 01 26 00 Contract Modification Procedures Owner-initiated change orders will be issued by the Architect. Provide a written cost estimate for the work within five (5) days of receipt for review by the Owner and Architect. Contractor-initiated change orders may only be proposed due to latent or unforeseen conditions encountered during the execution of the work. Provide a reason for the change request, description of all work anticipated, and total cost for all work required, in writing, for review and acceptance by the Owner prior to performing any work. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 12 OF 95 01 29 00 Payment Procedures Submit itemized applications typed on AIA Document G702, Application and Certificate for Payment, with continuation sheets G702A as required,to the Architect for review on a monthly basis. Provide lien waivers from all subcontractors for partial payments made previously to each submitted request. 01 29 73 Schedule of Values Submit to the Architect a Schedule of Values allocated to the various portions of the work within ten days after the award of the Contract for Construction. List separately insurance costs, supervision and layout costs, mobilization costs and contingencies. 01 30 00 Administrative Requirements 01 31 13 Project Coordination The Contractor shall supervise and direct the work, using his best skill and attention. He shall be solely responsible for all sustainable construction plans and programs, 1 construction means, methods, techniques, sequences and procedures, and for the coordination of all portions of the work by all trades and subcontractors. 01 31 19 Project Meetings Project meetings will be scheduled for the Project upon commencement of services. At the initial meeting, the Contractor shall distribute a tentative meeting schedule, a tentative work schedule, identify critical work sequences, and verify compliance with requirements of this section and the project requirements. The Contractor shall be responsible for conducting meetings, preparing and distributing meeting minutes, and distributing logs for shop drawings, submittals and change orders. Each project meeting shall include a review of the previous minutes, the project schedule, critical deliveries, coordination issues, submittal status, change orders and applications for payment, at a minimum. 01 32 16 Construction Progress Schedules Promptly after award of the Contract for Construction, prepare and submit to the Architect estimated construction progress schedules for the work. Update schedules for review at each project meeting. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 13 OF 95 01 33 00 Submittal Procedures Submit construction plans and programs, shop drawings, product data, samples and manufacturer's certificates, in triplicate, in accordance with the requirements of the work to the Architect for review. No portion of work relative to these submittals shall proceed until the Architect reviews and acts upon, without rejection or resubmission, all applicable portions of the work. It is the full responsibility of the Contractor to coordinate and sequence the submission of all submittals. No extension of time will be allowed because of failure to properly coordinate and sequence submittals. 0135 53 Security Procedures Provide site security as required to adequately protect materials and work, both in progress and completed,from theft and vandalism. 01 40 00 Quality Requirements 01 41_ 00 Reg uq latory Requirements Except where the Contract Documents include more stringent requirements, applicable current construction industry standards shall have full force and effect as though directly added to the Contract Documents. All work shall meet the requirements of the appropriate governing trade institute or authority, including but not limited to the following: American National Standards Institute (ANSI) American Society for Testing and Materials (ASTM) National Fire Protection Association (NFPA) American Concrete Institute (ACI) Brick Institute of America (BIA) National Concrete Masonry Institute (NCMI) American Institute of Steel Construction (AISC) American Welding Society (AWI) National Design Specification for Stress Grade Lumber and Its Fastening American Institute of Timber Construction (AITC) American Woodwork Institute (AWI) National Association of Architectural Metal Manufacturers (NAAMM) United States Gypsum Handbook American Society of Heating, Refrigeration &Air Conditioning Engineers (ASHRAE) Sheet Metal and Air Conditioning Contractors National Association (SMACNA) The Society for Protective Coatings (SSPC) ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT .. 3 INTERNATIONAL DR RYE BROOK,NY PAGE 14 OF 95 National Electric Code (NEC) Underwriters'Laboratories (UL) Where conflict between the above requirements and the Contract Documents exists, the more stringent requirement shall apply in all cases, without exception. The Drawings and Specifications are complementary and items intended for inclusion in the work may be delineated in either the Drawings,the Specifications, or both. 01 41 19 Emissions and Content Requirements Products that are inherently non-emitting sources of VOCs (stone, ceramic, powder-coated metals, plated or anodized metal, glass, concrete, clay brick, and unfinished or untreated solid wood flooring) are considered fully compliant without any VOC emissions testing if they do not include integral organic-based surface coatings, binders, or sealants. Building products must be tested and determined compliant in accordance with California Department of Public Health (CDPH) Standard Method v1.1-2010, using the applicable exposure scenario. The default scenario is the private office scenario. The manufacturer's or third-party certification must state the exposure scenario used to determine compliance. Claims of compliance for wet-applied products must state the amount applied in mass per surface area. Manufacturers' claims of compliance with the above requirements must also state the range of total VOC's after 14 days (336 hours), measured as specified in the CDPH Standard Method v1.1: • 0.5 mg.m3 or less; • Between 0.5 and 5.0 mg/m3; or • 5.0 mg/m3 or more. In addition to meeting the general requirements for VOC emissions (above), on- site, wet applied products must not contain excessive levels of VOCs, for the health of the installers and other tradesworkers who are exposed to these products. To demonstrate compliance, a product must meet the following requirements as applicable. Disclosure of VOC content must be made by the manufacturer. Any testing must follow the test method specified in the applicable regulation. • All paints and coatings wet-applied on site must meet the applicable VOC limits of the California Air Resources Board (GARB) 2007. Suggested Control Measure (SCM) for Architectural Coatings, or the South Coast Air Quality Management District (SCAQMD) Rule 1113, effective June 3, 2011. • All adhesives and sealants wet-applied on site must meet the applicable chemical content requirements of SCAQMD Rule 1168, January 7, 2005, Adhesive and Sealant Applications, as analyzed by the methods specified in Rule 1168. The provisions of SCAQMD Rule 1168 do not apply to ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 15 OF 95 adhesives and sealants subject to state or federal consumer product VOC regulations. • If the applicable regulation requires substractions of exempt compounds, any content of intentionally added exempt compounds larger than 1% weight by mass (total exempt compounds) must be disclosed. • If a product cannot be reasonably tested as specified above, testing of VOC content must comply with ASTM D2369-10; ISO 11890, part 1; ASTM D6886-03; or ISO 11890-2. • Methylene chloride and perchloroethylene may not be intentionally added in paints, coatings, adhesives, or sealants The volatile organic compound (VOC) content of aerosol adhesives shall not exceed the limits defined in the Green Seal Standard for Commercial Adhesives GS-36 edition 2.1 requirements, in effect July 12, 2013. The VOC limited defined by SCAQMD (based on 1/7/05 amendments) are as follows. All VOC limits are defined in grams per liter, less water and less exempt compounds. General: Unless otherwise specified below, the VOC content of all adhesives, adhesive bonding primers, or adhesive primers shall not be in excess of 250 grams per liter. Non-General: For specified applications, the allowable VOC content is as follows (in grams/liter): Architectural Applications: a. Indoor carpet adhesive 50 b. Carpet pad adhesive 50 c. Outdoor carpet adhesive 150 d. Wood flooring adhesive 100 e. Rubber floor adhesive 60 f. Sub-floor adhesive 50 g. Ceramic tile.adhesive 65 h. VCT and asphalt tile adhesive 50 i. Drywall and panel adhesive 50 j. Cove base adhesive 50 k. Multi ur ose construction adhesive 70 1. Structural glazing adhesive 100 m. Single ply roof membrane adhesives 250 Specialty Applications: a. PVC welding 510 b. I CPVC welding 490 ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 16 OF 95 c. ABS welding 325 d. Plastic cement welding 250 e. Adhesive primer for plastic 550 f. Contact Adhesive 80 g. Sp ecial Purpose Contact Adhesive 250 h. Adhesive Primer for Traffic Marking Tape 150 i. Structural Wood Member Adhesive 140 j. Sheet Applied Rubber Lining Operations 850 Substrate Specific Applications: a. Metal to metal 30 b. Plastic foams 50 c. Porous material (except wood 50 d. Wood 30 e. Fiber lass 80 If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed. VOC limits for Aerosol Adhesives (defined as percentage of VOC weight in grams per liter less water): Aerosol Adhesives (all types) 70%VOCs by weight Mist Spray Adhesive (general purpose) 65%VOCs by weight. Web Spray Adhesive (general purpose) 55%VOCs by weight. VOC REQUIREMENTS FOR SEALANTS The volatile organic compound (VOC) content of sealants or sealant primers used in this project shall not exceed the limits defined in Rule 1168 — "Adhesives and Sealant Applications" of the South Coast Air Quality Management District (SCAQMD). The VOC limits defined by SCAQMD Rule 1168. All VOC limits are defined in grams per liter, less exempt compounds. Sealants: a. Architectural 250 b. Marine Deck 760 c. Non-Membrane Roof 300 d. Roadway 250 e. Single Ply Roof Membrane 450 f. Other 420 ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNAT[ONAL DR RYE BROOK,NY PAGE 17 OF 95 Sealant Primers: a. Architectural—Nonporous 250 b. Architectural—Porous 775 c. Modified Bituminous 500 d. Marine Deck 760 e. Other 750 VOC LIMIT REQUIREMENTS FOR PAINTS Paints and other Architectural Coatings: Paints and other architectural coatings used in interior and exterior applications (as defined below) shall meet the VOC limitations defined in Rule 1113, "Architectural Coatings" of SCAQMD, of the State of California. The VOC limits defined by SCAQMD, based on 6/3/11 amendments, are as follows. VOC limits are defined in grams per liter, less water and less exempt compounds. Bond Breakers 350 Clear Wood Finishes: Varnish 275 Sanding Sealers 275 Lacquer 275 Concrete-Curing Compounds 100 Concrete Surface Retarder 50 Dry-Fog Coatings 50 Faux Finish Coatings: Clear Topcoat 100 Decorative Coatings 350 Glazes 350 Japan 350 Trowel Applied Coatings 50 Fire-Proofing Coatings 150 Flat 50 Floor Coatings 50 Form Release Compound 100 Graphic Arts Sin Coatings 150 Industrial Maintenance (IM) Coatings: 100 High Temperature IM Coatings 420 Non-Sacrificial Anti-Graffiti Coatings 100 Zinc-Rich IM Primers 100 Low-Solids Coating 120 Ma nesite Cement Coatings 450 Mastic Coatings 100 Metallic Pigmented Coatings 150 Multi-Color Coatings 250 Non-Flat Coatings 50 Pre-Treatment Wash Primers 420 Primers, Sealers, and Undercoaters 100 ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 16 OF 95 Reactive Penetrating Sealers 350 Recycled Coatings 250 Roof Coatings 50 Roof Coatings, Aluminum 100 Roof Primers, Bituminous 350 Rust Preventative Coatings 100 Stone Consolidant 450 Sacrificial Anti-Graffiti Coatings 50 Shellac: Clear 730 Pigmented 550 Specialty Primers 100 Stains 100 Stains, Interior 250 Swimming Pool Coatings: Repair 340 Other 340 Traffic Coatings 100 Waterproofing Sealers 100 Waterproofing Concrete/ Masonry 100 Sealers Wood Preservatives 350 Colorants for Architectural Coatings: Colorants for architectural coatings used in interior and exterior applications (as defined above) shall meet the VOC limitations defined in Rule 1113, "Architectural Coatings" of SCAQMD, of the State of California. The VOC limits defined by SCAQMD, based on 6/3/11 amendments, are as follows. VOC limits are defined in grams per liter, less water and less exempt compounds. Architectural Coatings, excluding IM 50 Coatings Solvent-Based 1M Coatings 600 Waterbourne IM Coatings 50 Composite wood, as defined by the California Air Resources Board,Airborne Toxic Measure to Reduce Formaldehyde Emissions from Composite Wood Products Regulation, must be documented to have low formaldehyde emissions that meet the California Air Resources Board ATCM for formaldehyde requirements for ultra- low-emitting formaldehyde (ULEF) resins or no added formaldehyde resins. Salvaged and reused architectural millwork more than one year old at the time of occupancy is considered compliant, provided it meets the requirements for any site-applied paints, coatings, adhesives, and sealants. New furniture and furnishing items must be tested in accordance with ANSI/BIFMA Standard Method M7.1-2011. Comply with ANSI/BIFMA e3-2011 Furniture Sustainability Standard, Sections 7.6.1 and 7.6.2, using either the concentration ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 19 OF 95 modeling approach or the emissions factor approach. Model the test results using the open plan, private office, or seating scenario in ANSI/BIFMA M7.1, as appropriate. USGBC-approved equivalent testing methodologies and contaminant thresholds are also acceptable. Documentation submitted for furniture must indicate the modeling scenario used to determine compliance. Salvaged and reused furniture more than one year old at the time of use is considered compliant, provided it meets the requirements for any site-applied paints, coatings, adhesives, and sealants. 01. 45 00 Quality„Control Schedule third-parry inspections and tests as required in the Contract Documents and/or by governing agencies. Inspections and testing to be provided by Owner. Schedule inspections and tests as required in the Contract Documents by manufacturers. Where indicated, utilize independent testing agencies for this work. 01 50 00 Temporary Facilities and Controls 01 52 00 Construction Facilities Provide temporary utilities, services, equipment and facilities as required for the Project. Maintain such items in a neat and safe manner, Collect waste and rubbish on a daily basis and store legally within temporary facilities as required until they may be removed from the site. The Owner shall bear the costs of power and of fuel used by the building systems. The Contractor shall bear all costs of temporary wiring, fixtures, heat and ventilation equipment and connections to building systems. The Contractor shall bear all costs for temporary telephone installation, maintenance, removal and service charges incurred. 01 60 00 Product requirements 01 62 00 Product Options Any and all requests for substitution of specified items must be submitted in writing to the Architect for review and approval prior to ordering material or proceeding with the work. No substitutions will be considered more than two weeks after the award of the Contract for Construction. Confirm in writing the manufacturer, make, model and type of all specified items for the work. Substituted items shall not be ordered prior to receiving the Architect's written approval. 01 66 00 Product Storage and Handling,Requirements Provide materials and equipment to conform to applicable standards and specifications, and in compliance with the Contract Documents. Provide for adequate storage of materials and equipment, verify conformance of manufactured items with project requirements upon receipt, and arrange and pay for all required ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 20 OF 95 transportation and handling charges for all materials and equipment required for the work. 01 70 00 Execution and Closeout Requirements 01 73 29 Cutting and Patching The Contractor shall do all cutting, fitting and patching that may be required to make the several parts of the work ready to receive or be received by the work of others or outside vendors as shown upon or reasonably implied by the Contract Documents. The Contractor shall patch to match, and refinish to match, unless otherwise directed, all areas intended to remain which are affected by demolition and/or construction. 01 74.00 Cleaning The Contractor shall maintain the premises in a neat and orderly manner at the end of each working day. At Substantial Completion, the Contractor shall clean all dust, debris, and loose construction material from the site, and shall vacuum clean all floors, and clean all windows. Provide final cleaning as delineated in Closeout Procedures-Section 01 77 00. 01 74 09 Construction Waste Mana ement and Disposal A. Scope: In conjunction with the Building Manager, provide Construction Waste Management (CWM), recycling and/or salvaging nonhazardous demolition and construction waste generated during the project. The plan shall be implemented throughout the duration of the project. The Construction Waste Management Plan shall include, but not be limited to, the following components: The following materials, at minimum, shall be recycled: a) Cardboard b) Paper c) Metals d) Glass e) Plastics Construction Waste Management and recycling requirements shall be incorporated into all Subcontractor's contracts. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PACE 21 OF 95 01 77 00 Closeout Procedures Provide final cleaning of the entire premises prior to the scheduled Final Completion inspection, including but not limited to dusting of all surfaces, vacuuming of all floors, cleaning of all windows both inside and out, cleaning of all hardware, and removal of all paint spatters and compound overruns. Provide new and clean filters for all mechanical equipment. 01 78 00 Closeout Submittals Provide written confirmation and schedule reviews by the Architect for Substantial Completion and Final Completion inspections. Provide all Controlled Inspections and material testing reports as may be required for the issuance of the Certificate of Occupancy. Following certification by the Architect that Final Completion of the Project has been achieved, submit a final application for payment as delineated above. Submit all final lien waivers. Submit a full project accounting statement, including the original Contract Sum,the cost of additions and deletions from the Project,the adjusted final Contract Sum, sum of previous payments and final total due. 01 78 23 Operation and Maintenance Data Submit as-built drawings and product data and operations and maintenance manuals for all equipment and products provided in the Project for the Architect's and Engineer's review and approval. Provide to the Owner at Final Completion. 01 78 35 Warranties and Bonds Provide all warranties and bonds for products and equipment installed in the Project in a single binder to the Owner at Final Completion. 01 80 00 Performance Requirements 01 81 13 Sustainable Construction Requirements Whenever possible, it is recommended that the Contractor implement sustainable design and construction practices and procedures, including the following goals: • The use of materials that have 10 percent minimum post-consumer recycled content; + A minimum of 10% of materials to be manufactured or harvested within a 500 mile radius of the project site address. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 22 OF 95 DIVISION 02—EXISTING CONDITIONS 02 41 19 Selective Demolition A. Scope: Demolish building elements shown, and those associated or related to same, and all others as required to allow for new construction. If the floor will be occupied during demolition, submit a schedule of operations for selective demolition for review prior to start of work. Submit details for dust and noise control prior to start of work. Provide temporary barricades and other forms of protection to protect all persons from injury due to selective demolition work, and as required by authorities having jurisdiction, Provide shoring, bracing, or support to prevent movement, settlement or collapse of structures to be demolished and facilities to remain. Cover and protect furniture, equipment and fixtures to remain from soiling or damage when demolition work is to be performed in rooms or areas from which such items have not been removed. Where selective demolition occurs immediately adjacent to occupied areas, construct dust-proof partitions of minimum 4" studs, 5/8" gypsum board with joints taped on occupied side, 3/4" fire-retardant l p plywood on demolition side, and fill partition with acoustical insulation. Temporary partitions and enclosures shall be installed by experienced carpenters plumb,true, level and without noticeable defects. Legally remove debris, rubbish and other materials resulting from demolition from building site. Upon completion of demolition work, remove tools, equipment and demolished materials from site and leave work areas broom clean. DIVISION 03—CONCRETE 03 01 00 Maintenance of Concrete 03 01 30 Maintenance of Cast-in-Place Concrete A.Scope: Provide suitable concrete substrate conditions for the proper installation of floor underlayment and finish materials including, but not limited to substrate elevation adjustments as may be required due to the overall flatness of the concrete substrate and for the installation of different thickness floor finish materials. ` -J ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL OR RYE BROOK, NY PAGE 23 OF 95 Contractor shall provide the Architect with a Floor Survey and Substrate Preparation Plan accommodating existing finishes to remain, new underlayment (if required) and new installed finishes. Prepare concrete substrate as required to accommodate installation of underlayment (if required) and finishes. The base bid for the project is to include mechanical preparation the existing slab surface for underlayment, ceramic the and stone finishes, where the slab surface will be profiled by chipping, scarifying, milling and/or shotblasting. The base bid for the project is to also include the removal of dirt, loose material, oil, grease, paint or other contaminants, leaving a clean surface suitable for the installation of resilient floor covering and carpet. The Contractor shall provide a unit price for additional mechanical preparation of existing slab surface in these areas if the areas will require height adjustments. B. Materials: None C. Execution: Examine substrates on which concrete fill and flash patching will be installed and } conditions under which work will be performed. Include testing as necessary to assess and quantify condition of the substrate. Prepare a Floor Survey indicating: 1. Elevations of existing finished flooring, transitions, saddles, etc. to remain (within the project area and along the perimeter of the project area) 2. Elevations of existing substrate at, and surrounding,the floor finish transition areas. 3. Location of existing slab rebar/reinforcement at all proposed floor penetrations Prepare a Substrate Preparation Plan indicating adjustments to be made to the substrate to accommodate the installation of the new floor finishes based on the following criteria: 1. Floor Slope (general): not steeper than 1:100 (unless otherwise specified and approved by Architect/Owner) 2. Carpet/ Hard Surface Flooring Transitions: carpet pile to be 1/16" higher than the adjoining hard surface material. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 24 OF 95 3. Hard Surface Flooring/ Existing Door Saddle Transitions: new flooring to be maximum 1/2" above existing saddle (provide 1:2 beveled transition at saddle or threshold). 4. Flash Patching: not steeper than 1:50. Remove dirt, loose material, oil, grease, paint or other contaminants, leaving a clean surface. Where required, profile surface by chipping, scarifying, milling or shotblasting. Surfaces to be profiled to a medium coarse finish complying with ICRI Concrete Surface Profile CSP 3-5 or as recommended by the manufacturers and/or referenced standards of the material to be installed. 03 54 00 Cast Underlayment 03 54_1_3 Self-Leveling Concrete Underlayment&Flash Patching A. Scope: Provide a liquid applied, cement based, self-leveling underlayment over low points and valleys in floor slab areas and as required to achieve substrate adjustments necessary to attain acceptable floor slab elevations and transitions throughout the project area. Provide flash patching compound as required to fill transition areas from edge of new self-leveling underlayment to existing floor slab, and as may be required throughout to prep the existing floor slab for new floor finishes. B. Materials: Primer to be as recommended by the self-leveling underlayment manufacturer. Underlayment to be a liquid applied, self leveling synthetic cement, mixed with sand and water. Underlayment to be Durock EcoCap, as manufactured by USG, or equal. Underlayment shall have a nominal compressive strength of 4000 — 4500 psi as per ASTM C109, Dry density to be 135-140 Ibs 1 cu. ft. Flash Patching: Cement or latex compound, pre-mixed or site-mixed with potable water, to produce a liquid material, Durock Fast Finish Floor Patch as manufactured by USG or equal. C. Execution: Floor slabs to be prepared in accordance with manufacturer's direction (See Section 0301 30). ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 25 OF 95 Examine substrates on which underlayment and flash patching will be installed and conditions under which work will be performed. Include testing as necessary to assess and quantify condition of the substrate. Do not proceed with work until unsatisfactory conditions have been corrected in an acceptable manner. Commencing work implies acceptance of existing conditions as satisfactory to successful completion of this work. Apply primer to surfaces to receive underlayment, follow manufacturer's recommendations. Mix underlayment in accordance with manufacturer's recommendations, 3/4" minimum thickness, 3" maximum thickness, Place underlayment continuously without seams except at predetermined joints. Spread and float underlayment to a smooth level surface, maximum variation to be plus or minus 1/8" in 10 feet, noncumulative. Mix and apply flash patching by a combination of pouring, trowelling (or squeegee) onto properly prepared substrate to achieve tolerance specified. Failure of materials to bond to substrate as evidenced by a hollow sound when tapped, or disintegration or other failure of materials to perform as a floor finish substrate, will be considered failure of materials and workmanship. Repair or w replace materials in areas of such failures as directed. DIVISION 04—MASONRY—Not Used DIVISION 05—METALS 05 40 00 Cold-Formed Metal Framing 05 41 00 Structural Metal Stud Framino A. Scope: Provide steel framing as may be required for new ceiling I soffit installations. B. Materials: All materials to be in accordance with American Iron and Steel Institute (AISI) Specification for the Design of Cold-Formed Steel Structural Members, ASTM A653/653M, A780, A1003/A1003M, C955, C1007, C1513, Steel Stud Manufacturer's Association (SSMA) Member Directory, and Society for Protective Coatings (SSPC) Painting Manual. Provide galvanized steel framing members sizes and gauges as required. Provide accessories as required for a complete installation including but not limited to bracing, furring, bridging, web stiffeners, plates, gussets, clips, fasteners, touch-up paint and welding electrodes. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 26 OF 95 C. Execution: Fabricate and install framing components, straight, level and true, without warp or rack, in accordance with ASTM C1007, tolerances to be in accordance with ASTM C955. Cut members square and with a tight fit to adjacent framing. Locate members as required to avoid conflicts with recessed light fixtures. Assemble components using screw connections, welding or clinching methods, welding to conform to AWS D1.3/D1.3M. Clean and touch-up galvanized coatings at welded and abraded surfaces in accordance with ASTM A780, 05 50 00 Metals Fabrications 05 51 43 Metals Support Assemblies A. Scope: Provide miscellaneous framing, anchors and fasteners, prime painting, galvanizing, rough hardware, etc, and other accessories as required throughout and indicated on the drawings, including but not limited to support assemblies for lavatory countertops and stiffeners for low-height partitions. All work shall conform with applicable provisions of the American Welding Society (AWS), American Institute of Steel Construction (AISC), and National Association of Architectural Metals Manufacturers (NAAAM). Pre-assemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for re-assembly and coordinated installations. Brace and support large components to prevent deformation in transit, and store in dry area raised off the ground and/or floor. Provide shop drawings for fabrication and installation details of all items. Shop drawings to be prepared, signed and sealed by a New York State Structural Engineer showing all construction details, load conditions, design calculations for members, connections,fastening devices and anchorage. B. Materials: Provide materials which are smooth and free of surface blemishes where exposed to view. Exposed to view surfaces which exhibit pitting, seam marks, roller marks, rolled trade names and roughness are not acceptable. Materials required but not specified herein shall be of a type and level quality standard to the work involved. Gauges for sheet steel and sheet stainless steel shall be U.S. Standard Gauge. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 27 OF 95 Steel: ASTM A36, standard sections. Provide items as indicated an required complete in respect to function as intended. Fit and shop assemble in largest practical sections for delivery to site. C. Execution: Form exposed work true to line and level with accurate angles, surfaces and straight sharp edges. Ease exposed edges to a radius of approximately 1/32", unless otherwise indicated. Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing work. Weld corners and seams continuously, complying with AWS recommendations. At exposed connections, grind exposed welds smooth and flush to match and blend with adjoining surfaces. Joints shall be neatly fitted and properly secured. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners wherever possible. Use exposed fasteners of type indicated or, if not indicated, Phillips flat-head (countersunk) screws or bolts. Provide for proper anchorage of metal fabrications of type shown, coordinated with supporting structure. Fabricate and space anchoring devices to provide support for intended use. Fabricate anchorage and related components of same material and finish as metal fabrications. Cut, reinforce, drill and tap miscellaneous metal work as to receive finish hardware and similar items. Provide standard, fast-curing, lead-free primer compatible with finish paint systems indicated. Apply primer in compliance with requirements of SSPC-PA1 "Paint Application Specifications No. 1"for shop painting. Furnish custom fabricated bolts, plates, anchors, hangers, dowels and other miscellaneous steel and iron shapes for anchoring and securing woodwork, metalwork and accessories to concrete or other structures. Fabricate items of sizes, shapes and dimensions required. Furnish steel washers. Provide miscellaneous steel framing and supports which are not a part of structural steel framework, to complete installations indicated. 05 70 00 Decorative Metals A. Scope: Provide reveal strips, mirror frames, steel partition end caps, door frame cladding, wall bases and other fabrications as indicated on the drawings. Provide all clips, hangers, inserts, braces, plates, angles, struts and other supports as may be required and as indicated on the drawings. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 28 OF 95 Coordinate decorative metal finish requirements with the work of related trades to ensure consistency in project finishes in their respective portions of the work. All work to be in accordance with the National Association of Architectural Metal Manufacturers (NAAMM) Metal Finishes Manual. Railings shall resist the simultaneous application of a lateral force of 40 plf and a vertical load of 50 plf both applied to the top of the railing. The total lateral force and vertical load shall be at least 200 lbs. each. Provide shop drawings for fabrication and installation details of all items. Shop drawings for handrails to be prepared, signed and sealed by a New York State Structural Engineer showing all construction details, load conditions, design calculations for railings, connections,fastening devices and anchorage. B. Materials: Provide materials which exhibit surface flatness, smooth and free from blemishes where exposed to view in finished units. Exposed to view surfaces which exhibit pitting, seam marks, roller marks, "oil-canning" stains, discolorations or other imperfections are not acceptable. Stainless Steel: Alloy to be 304L, Bars and Shapes per ASTM A-276, A-666; Plate, Sheet and Strip per ASTM A666; Tube per A778 and A791. Castings to be ASTM A 7431A 743M, Grade CF 8 or CF 20. Carbon Steel: Structural shapes per ASTM A36; Plates (for forming or bending cold) per ASTM A283, Grade C; Sheets per ASTM A245, Grade C. Shop prime with rust inhibitive primer. Welding Electrodes and Filler Metal: Type and alloy of filler metal and electrodes as recommended by producer of metal to be welded, and to match color, strength and compatability of the fabricated items. Fasteners: Furnish basic metal and alloy, matching finished color and texture as the metal being fastened, unless otherwise indicated. Where exposed fasteners are acceptable to the Architect, provide countersunk Philips flat-head screws for exposed fasteners, unless otherwise indicated. Exposed fasteners in handrail brackets are unacceptable. Stainless steel items shall have Type 304 stain-less steel fasteners. Anchors and Inserts: Furnish inserts to be set in concrete and anchoring devices for use in the attachment of decorative metal items to the indicated substrates. Corrosion Protection: Bituminous paint: SSPC-Paint 12 (cold-applied asphalt mastic). ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 29 OF 95 Laminating Adhesive: Adhesive to be as recommended by metal fabricator that will fully bond metal to metal and that will prevent telegraphing and oil canning and is compatible with substrate and non-combustible after curing. VOC content not to exceed 80 g/L. C. Execution: For metal work to the required shapes and sizes, with true curves, lines and angles. Provide necessary rabbets, lugs and brackets for site assembly and installation of units. Used concealed fasteners whever possible; exposed fasteners shall occur only where permitted by Architect. Locate joints where indicated on drawings. Make connections with joints capable of developing full strength. Joints to be flush unless otherwise indicated. Mill joints to a tight, hairline fit. Cope or miter corner joints. Comply with AWS recommended shop welding practices. Welds shall be continuous, unless noted otherwise. Provide welds behind finished surfaces without distortion or discoloration of the exposed surface of the material. Undercut metal edges where welds are to be ground flush. Clean exposed welded joints of welding flux, exposed and contact surfaces to be dressed smooth, finishes to match adjacent specified metal finish. Bolts and screw heads, where shown to be exposed to view, shall be flat and countersunk. Threaded connections to be tight with threads entirely concealed. Cut metal by sawing, shearing or blanking. Make cuts accurate, clean, sharp, square and free of burrs, without deforming adjacent surfaces. Apply shop finishes to exposed surfaces of all work. Provide colors or color matches as indicated on selected samples. Shop finish sheet metal fabrications to match the Architect's sample or as noted on the drawings. Coat concealed surfaces which will be in contact with concrete, masonry or dissimilar metals with a heavy coat of bituminous paint. Do not extend coating onto exposed surfaces. Install work square, plumb, straight, true to line or radius, accurately fitted and located, measured from established lines and levels, in the correct locations, and in proper relation to adjoining work. Vertical members shall be set plumb within 1/16" vertical tolerance; longitudinal members shall be parallel with each other and with floor surface or slope of stair to a tolerance of 1/16" in 10' Leave work clean, smooth and neatly finished with exposed welds dressed smooth. Touch-up marred and abraded shop paint of exposed surfaces after erection. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY u. : PAGE 30 OF 95 DIVISION 06—WOOD, PLASTICS AND COMPOSITES 06 10 00 Rough Carpentry 06 10 53 Miscellaneous Rough Carpentry A. Scope: Provide rough carpentry as indicated and as required; wood grounds, nailers, blocking, furring; and similar items not provided by other trades; equipment mounting panels; miscellaneous wood framing for cabinetry, architectural woodwork, as indicated and elsewhere as required; and plywood backboard for telephone 1 communication closets. B. Materials: Lumber for bridging, firestopping, blocking, grounds, furring, nailers, etc. shall be construction grade or better. Dimensional lumber shall be light framing lumber (2" to 4"thick, 2" to 4" wide) and structural framing lumber, including bridging (2" to 4" thick, 2" and wider), of any species and grades listed under WWPA rules, that meet the following minimum criteria or comply with requirements indicated on structural drawings, whichever is more stringent: 1. Fb (minimum extreme fiber stress in bending): 850 psi. 2. Fv(minimum horizontal shear force): 75 psi. 3. E (minimum modulus of elasticity): 1,300,000 psi. Nominal sizes are indicated, except as shown by detail dimensions. Provide actual sizes as required by PS 20. Provide dressed lumber, S4S, unless otherwise indicted. Provide seasoned lumber with 19 % maximum moisture content at time of shipment for sizes 2"or less in nominal thickness. Plywood Backing Panels: For mounting electrical or telephone equipment, provide fire retardant treated plywood panels with grade designation of APA C-D Plugged INT with exterior glue of not less than 3/4"thickness. Provide fasteners of type, size, and material and finish as required for the condition of use. Where rough carpentry work is exposed to moisture, provide fasteners and anchorages with cadmium plating or a hot-dip zinc coating (ASTM A 153). Fire retardant treat wood products specified in this section in accordance with AWPA standards. Submit chemical treatment manufacturer's instructions for handling, storing, and using treated material. C. Execution: Fit rough carpentry work to other work; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds and similar supports for attachment of other work. ARCHITECTURAL SPECIFICATIONS sCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 31 OF 95 Set carpentry work to required levels and lines, with members plumb and true and out and fitted, Countersink nail heads on exposed carpentry work and fill holes. Necessary furring, accessories,framing and blocking shall be provided and installed at wails and ceilings, and shall be as shown on drawings or required. The Contractor shall provide blocking throughout as required whether or not explicitly indicated on Drawings. 06 20 00 Finish Carpentry A. Scope: Provide and install interior and exterior wood trim. Submit Shop Drawings including dimensioned plans, sections, elevations, and details, including interface with adjacent work. Designate wood species and finishes. Submit samples: 6 inch long samples of each profile. B. Materials: } Materials shall be in accordance with the following standards: American Wood Protection Association (AWPA) U1 -Use Category System - User Specification for Treated Wood. Architectural Woodwork Institute/Architectural Woodwork Manufacturers of Canada/Woodwork Institute (AWIIAWMAC/WI) -Architectural Woodwork Standards. ASTM International (ASTM) E84-Standard Test Method for Surface Burning Characteristics of Materials. Fire Retardant Treated Products shall bear label of recognized independent testing laboratory indicating flame spread rating of 25 or less, tested to ASTM E84. Interior Trim: Graded in accordance with AWIIAWMACIWI Architectural Woodwork Standards, Section 3 requirements for quality grade specified, average moisture content of 6 percent. Trim to be Poplar of quality suitable for opaque finish. Exterior Trim: Species: pine, Finish: Smooth.Average moisture content: 9 percent. Finger joints not permitted. Fasteners: Type and size as required by conditions of use; plain steel for interior use; hot dip galvanized steel for exterior use. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 32 OF 95 Adhesives: Waterproof, water based type, compatible with trim and substrate materials. C. Execution: Maintain following conditions in building for minimum 7 days prior to, during, and after installation of interior trim: Temperature: 60 to 80 degrees F; Humidity: 25 to 55 percent. Do not deliver materials until proper protection can be provided, and until needed for installation. Condition wood to average humidity that will prevail after installation. Groove back of trim applied to flat substrate, except do not.groove exposed ends. Sack prime interior wood installed against masonry or cementitious materials and all exterior wood prior to installation. Install in accordance with AWI/AWMAC/WI Architectural Woodwork Standards, Install in longest practical lengths, Where field fitting is required, provide ample allowance for cutting. Set plumb and level. Miter ends, corners, and intersections. Scribe to adjacent construction with maximum 1/8 inch gaps. Fasten or adhere to supporting construction. 06 40 00 Architectural Woodwork 06 40 23 Interior Architectural Woodwork A.Scope: Provide wood veneer with transparent finish and plastic laminate finished casework as indicated on Drawings and schedules; inclusive of custom wood veneer doors, plastic laminate finished wood doors, countertops, shelving, cabinets and wood veneered closet shelves with polished chrome closet poles. Reference Standard: Architectural Woodwork Institute (AWI): "Architectural Woodwork Quality Standards"and "High Pressure laminates as an Architectural Woodwork Material", latest editions and NAAAM's Metal Finishes Manual. Shop Drawings: Submit preliminary and final fully-dimensioned shop drawings, based on field measurements, for approval, prior to or in conjunction with samples. Shop drawings shall comply with drawings and specifications. Coordinate with the requirements of Division 1 Specifications, including Section 01 33 00"Submittals". Field Measurements: Verify dimensions in the field prior to fabrication of p Architectural Woodwork to assure proper fit. Before proceeding with woodwork ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY CJ PAGE 33 OF 95 required to be fitted to other construction, obtain measurements and verify dimensions of shop drawing details as required for accurate fit. Humidity and Temperature Controls: Do not store or install architectural woodwork until after wet work is dry. Determine requirements for maintaining heating, coaling and ventilation in installation areas to reach relative humidity necessary to maintain optimum moisture content specified for woodwork. Refinish unsatisfactory work to the Architect's satisfaction, at no additional cost to the Owner. B. Materials: Provide kiln-dried (KD) lumber with an average moisture content range of 6%to 11%. Maintain temperature and relative humidity during fabrication,storage and finishing operations so that moisture content values for woodwork at time of installation do not exceed 8 to 13%. To the extent required by governing Codes, and as specified in Section 06100 "Rough Carpentry", use materials that have been pressure treated for fire resistance, bearing pressure treatment labels on surfaces not exposed to view. Use preservative treated materials in other locations. Treatment shall not bleed through and shall be capable to receive stains and finishes. Chemicals used for wood treatment shall be formulated for indoor use, and shall not bleed through, leaving surfaces capable of receiving specified clear and opaque finishes. Veneers, solid hardwood and hardwood edges shall be AN Section 100, Premium Grade, as scheduled on the drawings. Veneers to be closed pore satin lacquer finished to match Architects control sample. Hardwood to be stained and finished to match abutting veneers. Grounds: Any fire-retardant-treated hardwood or kiln-dried hardwood plywood, in long lengths. Plywood and Particleboard: Manufactured with low-emission adhesives. Plastic Laminate- Indicated on the Drawings and Schedules; complying with NEMA Standard LD3, matte finish, 0.05"thick as scheduled; with matching edges; unless otherwise indicated. Provide PVC edge banding in profiles and colors as indicated on the drawings. Fabrications shall be in accordance with AWI Custom grade standards for plastic laminate and opaque finished wood veneer. Fabricate woodwork to dimensions, profiles and details shown. Route or groove back of flat trim members, kerf backs of other wide flat members except plywood or veneered members. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 34 OF 95 Reinforcing shown is minimum. Provide additional reinforcing as required to produce rigid assemblies capable of withstanding anticipated loading and ensure dimensional stability without warpage, bowing or other deformity. C. Execution: Install the work plumb, level, true and straight with no distortions. Shim as required using concealed shims. Install to a tolerance of 1/8" in 8'-0"for plumb and level (including countertops), and with 1/16" maximum offset in flush adjoining surfaces, 1/8" maximum offset in revealed adjoining surfaces. Scribe and cut work to fit adjoining work, and refinish cut surfaces or repair damaged finish at cuts. Anchor woodwork to anchors or blocking built-in or directly attached to substrates. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for a complete installation. Provide holes and cutouts of verified size and location required for built-in equipment and mechanical, electrical and communication services. Verify size of openings with actual sizes of equipment prior to making openings. Form inside corners to a radius of not less than 1/8 Inch. After sawing, rout and file cut-outs. Seal exposed edges at sinks and areas where there is moisture with water resistant sealant acceptable to the Architect. Adjust millwork and hardware so that'all operable items such as doors and drawers operate smoothly and without warp, bind or creep. Lubricate hardware as recommended by hardware manufacturer. DIVISION 07-THERMAL.AND MOISTURE PROTECTION 07 20 00 Thermal Protection 07 21 16 Blanket Insulation A. Scope: Provide and install thermal and thermal batt insulation in wall, floor, ceiling and roof assemblies. Provide submittals for review that indicate product composition and performance characteristics and certifications from an independent testing laboratory that insulation meets fire hazard classification requirements. A. Materials: All materials to be noncombustible,tested to ASTM E136, with a maximum flame spread/smoke developed rating of 25/50 tested to ASTM E84. ARCHITECTURAL.SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT _ 3 INTERNATIONAL DR RYE BROOK,NY PAGE 35 OF 95 Batt Insulation to be rock wool composition, unfaced, in conformance with ASTM C665 Standard Specification for Mineral Fiber Blanket Thermal Insulation for Wood Frame and Light Construction Buildings. Thermal value or thickness to be as indicated on the drawings. Insulation to be as manufactured by Roxul. C. Execution: Store insulation in clean, dry, sheltered area, off ground or floor, until used. Protect against wetting and moisture absorption. Do not install insulation until building is substantially water and weather tight. Friction fit between framing members. Butt insulation to adjacent construction. Butt ends and edges. Carry insulation around pipes, wiring, boxes, and other components. Ensure complete enclosure of spaces without voids. 07 84 13 Penetration Firestopping A. Scope: Provide firestopping at interior openings requiring fire-rated closure throughout the Project and at any work requiring fire-rated closure of penetrations through fire-rated floors, walls or roofs. Firestopping shall include liquid sealants which cure to a rigid or semi-rigid density, rigid boards,semi-rigid boards, blankets, and tape. Provide products which have been tested and approved for use in firestopping of openings in accordance with ASTM E-119 or equivalent tests. Provide certification by an independent testing laboratory in the form of a Controlled Inspection Report that the products utilized and installations are in conformance with the specified design and level of protection required. B. Materials: The drawings show general sight line and profile of typical or generic penetrations requiring firestopping and do not necessarily show all conditions actually to be encountered onsite. Select materials for compatibility with substrate surfaces and construction conditions and other indicated exposures. Provide firestopping systems (using one or a combination of two or more materials) most appropriate for actual penetration conditions encountered and to comply with applicable building code or other governing authorities' requirements. Materials include the following: ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 36 OF 95 1. Liquid Sealants: DOWSIL 3-6548 Silicone RTV Foam, 3M Brand Fire Barrier Caulk CP25, 3M Brand Fire Barrier Putty 303, or Chase Technology PR-855. 2. Rigid Boards: 3M Brand Fire Barrier Sheet FS 195. 3. Semi-Rigid Boards: 3M Brand Fire Barrier PSS 7904. 4. Blanket: USG Thermafiber, minimum 1 inch thick, unfaced; Johns-Manville Cerablanket, minimum 3 inches wide x 1/4 inch thick. 5. Tape: 3M Brand Fire Barrier Wrap. Provide accessories as required to coordinate with primary firestop materials. C. Execution: Schedule installation of firestopping after penetrations in applicable floors, walls and roofs are made and after conduit, pipes, cables, ductwork and other lines have been installed through penetrations. Survey each un-firestopped penetration and correct unsatisfactory conditions prior to installation. Set firestopping to completely fill annular and other spaces required to be firestopped and to coordinate with other work, including installation of primers, backer rods, impaling clips, temporary forms and anchorages. Do not leave voids or gaps in firestopping material. 07 92 00 Joint Sealants 07 92 13 Elastomeric Joint Sealants A. Scope: Provide sealants (caulks), joint fillers & backer rods and tapes as required throughout. Materials shall not be installed when the temperature is 40 degrees F and failing or if there is a threat or forecast of rain or inclement weather. B. Materials: Provide elastomeric sealant and backing for joints at floor penetrations and penetrations through interior fire-rated construction Provide one-component acrylic base sealant at exposed interior locations. Provide butyl rubber sealant at concealed interior locations. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 37 OF 95 Provide silicone rubber based sealant, one part, mildew resistant, non-nutrient surface conforming to FS TT-S-001543 and ANSI At36.1 Section 6.4 at wet areas. Provide closed-cell polyurethane foam back-up rod for silicone sealants at all locations except where polyurethane sealant is used, unless otherwise recommended by sealant manufacturer in writing. Provide compressible rod stock of polyethylene foam sealant backer rod unless other flexible, permanent, durable non-absorptive material is recommended by sealant manufacturer, and approved by Architect, for compatibility with sealant used, and shall form no bond with the sealant. Provide polyethylene tape or other plastic bond breaker tape as recommended by the sealant manufacturer to be applied to sealant-contact surfaces where bond to the substrate or joint filler must be avoided for proper performance of sealant. Provide self-adhesive tape as required. C. Execution: Joints to be sealed and caulked shall be thoroughly cleaned of mortar or foreign materials in an approved manner before sealing and caulking materials are applied. Remove coating from metal surfaces by use of solvent recommended by manufacturer of metal. The use of primers and other preparatory treatments shall be as recommended by the sealant manufacturer for the encountered substrates. If the primer used will produce discoloration or dirt pick-up, when applied on porous substrates, then protect surfaces adjacent to joint from such contamination by use of masking tape. Use primer as it comes from the can, unadulterated, and apply as per the approved manufacturer's printed directions, and/or recommendations. Prime joints before insertion of joint back-up material. Apply vertical sealants from gun devices and horizontal traffic bearing sealants gun or pour grade. Tool joints using approved tools to concave profiles assuring uniform and continuous bonding to sides but not to the backer rods. Completed work shall be uniform in appearance without voids, tears or other imperfections. Protect exposed surfaces, adjacent to joints, to prevent permanent staining and/or damage to adjacent work. 07 92 19 Acoustical Joint Sealants A. Scope: Provide interior acoustical sealants (caulks) as required throughout. B. Materials: ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL.DR RYE BROOK,NY PAGE 38 OF 95 Provide elastomeric acoustical sealant and backing for joints at partition base and head joints where partition abuts floor slabs and ceiling construction, and at through-wall penetrations where piping is installed within a cylindrical sleeve. Provide one-component acrylic base sealant at exposed interior locations. Provide compressible rod stock of polyethylene foam sealant backer rod where the gap exceeds 5/8", unless other flexible, permanent, durable non-absorptive material is recommended by sealant manufacturer, and approved by Architect, for compatibility with sealant used, and shall form no bond with the sealant. Provide polyethylene tape or other plastic bond breaker tape where the gap exceeds 5/8", as recommended by the sealant manufacturer to be applied to sealant-contact surfaces where bond to the substrate or joint filler must be avoided for proper performance of sealant. Provide self-adhesive tape as required. C. Execution: Joints to be sealed and caulked shall be thoroughly cleaned of mortar or foreign materials in an approved manner before sealing and caulking materials are applied. Remove coating from metal surfaces by use of solvent recommended by manufacturer of metal. Apply sealants from gun devices. Completed work shall be uniform in appearance without voids, tears or other imperfections. Protect exposed surfaces, adjacent to joints,to prevent permanent staining and/or damage to adjacent work. DIVISION 08-OPENINGS 08 10 00 Doors and Frames 08 11 13.13 Hallow Metal Doors and Frames A. Scope: Provide hollow metal (steel) doors and frames, fire-rated and non-fire-rated, where indicated. Provide door and frame schedule with shop drawings depicting dimensions and details of door and frame types, conditions at opening, details of construction, location of reinforcement, with details and locations of joints and connections. Show anchorage, accessory items and installation requirements for finish hardware. Provide fire-rated hollow metal doors and frames manufactured and prepared as required to produce fire-rated assemblies for locks, latches, hinges, remotely operated or monitored hardware, concealed closures, glass lights, vision panels, ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 39 OF 95 louvers, astragals and laminated overlays. Preparation of doors and frames shall be in accordance with NFPA 80. Doors and frames shall bear labels of a fire-labeling agency recognized by authorities having jurisdiction. Do not proceed with manufacture until an approved door schedule has been issued. B. Materials: Provide steel doors and frames as manufactured by Pioneer Industries, or approved equal, as follows: Doors: SDI-100, Grade III (extra heavy duty), Model C (seamless), minimum 16-gauge faces. Frames: 16-gauge (minimum) cold-rolled steel, welded, with mitered and filled corners. Gussets are not acceptable. Drill frames for silencers, reinforce and otherwise prepare steel doors and frames for finish hardware in accordance with approved Finish Hardware Schedule. Use templates furnished and metal of gauges recommended by finish hardware manufacturers. Locate finish hardware in accordance with "Recommended Locations for Builder's Hardware", published by Door and Hardware Institute, unless otherwise indicated on approved shop drawings. Clean and treat exposed surfaces of steel doors and frames, and apply 2 coats of shop coat of primer of even consistency, to provide a uniform surface thickness of 1.5 mils, C. Execution: Install steel doors and frames in accordance with manufacturer's recommendations, the provisions of SDI-105, reference standards, and the requirements of authorities having jurisdiction. Install with at least 3 wall anchors per jamb, at hinge and strike levels, and anchor to floor. Fit steel doors accurately in frames, with clearances as specified. Install fire-rated doors with clearances specified in NFPA Standard No.80, and in accordance with authorities having jurisdiction. Check and adjust operating finish hardware items, leaving doors, frames and hardware in proper operating condition. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT T 3 INTERNATIONAL DR RYE BROOK, NY PAGE 40 OF 95 08 14 00 Wood Doors 08 14 16 Flush Wood Doors A. Scope: Provide solid-core wood doors, fire-rated and non-fire-rated, as indicated. Custom veneered doors shall be fabricated in conformance with Section 06 40 23 Interior Architectural Woodwork. Reference Standard: Architectural Woodwork Standards: Section 09 - Doors and Section 5 - Finishing, jointly published by the Architectural Woodwork Institute (AWI), Architectural Woodwork Manufacturers Association of Canada (AWMAC) and Woodwork Institute (WI). Provide door and frame schedule with shop drawings depicting dimensions and details of door and frame types, conditions at opening, details of construction, location of reinforcement, with details and locations of joints and connections. Show anchorage, accessory items and installation requirements for finish hardware. B. Materials: Fabricate wood doors in strict accordance with the referenced standards for the grades specified, with full flush faces and with horizontal and vertical reveals as detailed and of types, sizes and finishes shown on door schedules, as follows: 1. Transparent Finish: ANSI/HPVA — HP1 Grade AA, 5 ply, with veneer face of the species scheduled, and of sufficient thickness so as not to permit show-through of cross-banding after sanding and/or final finishing. Vertical edges to be hardwood lumber or veneer over backer compatible in color with the face veneer. Finger joints are not permitted. 2. Opaque Finish. Sound, close-grained hardwood, 5 ply, species as scheduled. Vertical edges to be hardwood lumber. Finger joints are not permitted Fire Rated Wood Doors: Provide. solid core doors with concealed Stiles and rails, complying with AWS Section 9, labeled to indicate fire rating. Labels are prohibited from being removed from fire doors. Maximum Allowable Warp or Twist: 1/16" measured by a 1/16"feeler gauge and a straightedge extending from corner to corner of door face at stiles, top and bottom rails, and across both diagonals. Construct radius doors to same tolerances within specified curvature. Refer to Door, Finish, and Hardware schedule for door types, size finish and hardware. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 41 OF 95 Pre-fit, undercut as necessary, drill pilot holes for screws into particle board cores, and pre-machine wood doors at the factory. C. Execution: For 3 days prior to installation condition wood doors to constant even average temperature and humidity conditions prevailing in installation areas. Doors shall not be subject to abnormal heat, dryness or humidity. Field cutting, trimming, fitting, and machining of prefinished doors will not be permitted. Install doors in required openings as shown. Install flush panels with concealed fasteners. Provide pilot holes of proper size for screws into particleboard core doors. Use stainless steel sheet metal screws into particleboard. Clearances: For non-fire doors provide clearances of 1/8" at jambs and heads, 1/8" at meeting stiles for pairs of doors and 1/4" from bottom of door to top of decorative floor finish or threshold. Install fire-rated door in fire-rated frame specified in Section 08 10 00 "Doors and Frames", in accordance with the requirements of NFPA No.80, and in conformance with the fire-labeling agency recognized by authorities having jurisdiction. Adjustments: Check and adjust operating finish hardware items just prior to final inspection. Leave work in complete and proper operating condition. Remove and replace detective work, including doors or frames which are warped, bowed or otherwise unacceptable. Protect doors and hardware after installation, and touch-up marred finishes in factory or in the field for perfect match, to Architect's satisfaction, or replace damaged units. 08 30 00 Speciality Doors and Frames 08 31 00 Access Panels and Frames A. Scope: Provide steel access panels where necessary for the replacement and/or adjustment of building system items including but not limited to valves, dampers, filters and controls. B. Products: Provide access panels as manufactured by Karp Associates, Inc., Milcor Div.; Inryco, Inc., or approved equal. Furnish each access door assembly manufactured as an integral unit, complete with all parts and ready for installation. Fabricate units of ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 42 OF 85 continuous welded steel construction. Grind weld smooth and flush. Furnish anchors and fasteners of type required to secure access panels. Fabricate frames from 16-gage steel, with nominal 1 " wide flange. For gypsum board furnish perforated frames with drywall bead. Fabricate flush panels from not less than 14-gage sheet steel, with concealed spring hinges set to open 175 degrees. Finish with manufacturer's shop primer. For fire-rated units, provide manufacturer's standard insulated flush panels, with concealed hinge and self-closing devices. Fabricate recessed panels from not less than 18-gage sheet steel with panel recessed for thickness of applied finish. Reinforce panel to prevent buckling. Finish with manufacturer's shop primer. Furnish flush, screwdriver-operated cam locks of number required to hold door in flush, smooth plane when closed. Where shown or scheduled, provide one cylinder lock per access. C. Execution: Comply with manufacturer's instructions for installation of access panels. Coordinate installation with work of other trades. Set frames accurately in position and securely attach to supports with face panels plumb or level in relation to adjacent finish. Adjust hardware and panels after installation for proper operation. Remove and replace panels or frames which are damaged or defective. 08 40 00 Entrances, Storefronts and Curtain Walls 08 42 26 All-Glass Entrances A. Scope: Provide all-glass entrance doors with top and bottom rails, patch fittings and door hardware as shown in the drawings. Provide shop drawings depicting plan and elevation dimensions and details of doors and hardware, conditions at opening, details of construction including type and thickness of metal and glass, methods of glazing, anchoring and joining, hardware, weatherstripping, sealers, trim and accessories. Conform to Dept. of Justice ADA Standards for Accessible Design, latest edition, for acceptable rail geometry, location of hardware and for door opening force requirements. Do not proceed with manufacture until an approved shop drawing has been issued. B. Materials: Provide tempered glass doors as manufactured by C. R. Laurence Co., Inc., or approved equal. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 43 OF 95 Stainless steel material and fabrication shall be in conformance with ASTM Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar, A666, Type 304 or 316, rollable temper. Finishes to comform with NAAMM Finishes for Stainless Steel,AMP 503—No.4 Satin or No.8 Mirror Polish, as indicated on the drawings. Glass and Glazing Accessories: As specified in Section 08 80 00. Door Hardware:As specified in Section 08 70 00 and scheduled on the drawings. Fasteners:Type best suited to application; finish to match rails or patch fittings. Weatherstripping: Replaceable, nonporous, polymeric material. C. Execution: Fabricate doors with rails or patch fittings as indicated in the drawings. Assemble in shop as much as practical, with rails or patch fittings bonded to glass and hardware installed. Prepare rails, patch fittings and glass to receive scheduled hardware. Provide holes and cutouts in glass to receive scheduled hardware. ' } Fabricate components with square edges and smooth surfaces. Locate joints symmetrically. Weatherstrip door heads and sills. Install doors in accordance with manufacturer's instructions and approved Shop Drawings, components to be plumb and level, free from warp and twist. Anchor to supporting construction. Set thresholds and sill members exposed to weather in mastic and secure. Install hardware using templates provided. Seal vertical joints in storefront glass with silicone sealers. Installation Tolerances: 1. Maximum variation from plumb or level: 1/8 inch in 3 feet or 1/4 inch in any 10 feet, whichever is less. 2. Maximum misalignment of members abutting end to end: 1/32 inch. 3. Joint opening dimensions at glass: Plus or minus 1/8 inch. Adjust doors to operate with maximum opening forces in accordance with applicable accessibility code. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 44 OF 95 Adjust weatherstripping to contact appropriate surfaces and form seal. Adjust hardware for smooth operation. Check and adjust operating finish hardware items, leaving doors, frames and hardware in proper operating condition. 08 70 00 Hardware O8 71 00 Door Hardware A. Scope: Provide finish hardware as scheduled and as required throughout. Before any finish hardware is ordered or purchased, submit catalog cuts of each item and a complete Schedule of Finish Hardware. Identify each item listed in this Schedule by manufacturer and brand, catalog number, material, and U. S. Standard finish designation. Note items to be furnished under other Sections. Templates: Promptly following approval of the Hardware Schedule by the Architect, and in ample time to avoid delays in fabrication, deliver templates, door and frame reinforcement recommendations, and installation information to the fabricators of items to receive finish hardware. Hardware shall be suitable for its required use and shall fit its designated 1 location. Should any hardware specified be unsuitable or require modification to suit designated locations, determine the correction or modification necessary and notify the Architect in ample time to avoid delay in manufacture and delivery. Barrier Free Requirements for Accessibility: Pressure required to be applied to the latch area to Interior doors which have a self-closing feature shall not exceed 5 pounds. Coordinate hardware with door sizes, frames and stiles; thicknesses, type and rating to ensure proper fit and a flush, aligned installation. Coordinate locksets, latchsets,flush bolts, and similar items. B. Materials: See drawings. C. Execution: Install in accordance with recommendations of the manufacturers, before painting or finishing is complete. Remove or protect while painting or finishing is in progress, and reinstall or remove protection on completion. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 45 OF 95 Mounting Positions: 1. Locksets and Latchsets: 38"to center of lever handle, unless otherwise indicated. 2. Door Pulls: 40"to center of pull, unless otherwise indicated. 3. Top Hinge: To jamb manufacturer's standard, maximum 10"from head to center line of hinge. 4. Bottom Hinge: To jamb manufacturer's standard, maximum 12-1/2" from floor to center line of hinge, dimension constant for all doors. 5. Intermediate Hinges: Equally spaced between top and bottom hinges. 6. Hinge Mortise: 1/4"to 5/16"from stop face of door. While the hardware schedule is intended to cover all doors, and establish a type and standard of quality, it shall be the specific duty and responsibility of the finish hardware supplier to examine Drawings and Specifications and furnish proper hardware for all openings whether listed or not. Any omissions in hardware groups in regard to regular doors shall be called to attention of Architect prior to bid opening for instructions; otherwise, list will be considered complete, No extras will be allowed. 08 80 00 Glazing 0881 00 Glass Glazing Related Sections: 01 41 19 Emissions and Content Requirements 01 74 19 Construction Waste Management and Disposal 01 81 13 Sustainable Construction Requirements A. Scope: Provide tempered, insulated glass units and glazing accessories and adhesives as scheduled and required throughout. Comply with all pertinent recommendations contained in the "Glazing Guidelines for Sealed Insulating Glass Units" of the Insulating Glass Manufacturers Alliance (IGMA). Glass thicknesses anticipated are 1/4" exterior light and 1/4" interior light; select actual glass thicknesses by analyzing loads and conditions. Size glass to withstand positive and negative wind pressure of +/- 20 PSF acting normal to plane in accordance, as measured in accordance with ASTM E330 and in compliance with ASTM E1300. Insulating glass units shall have a manufacturer's 20 year warranty, labor and material, against material obstruction of vision through unit due to intrusion of dust or moisture, internal condensation, or film formation on internal glass surfaces ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 46 OF 95 caused by failure of hermetic seal except failure caused in whole or in part by breakage or fracturing of any portion of glass surface. Submit 8" x 8" samples of each type of glass specified. Submit manufacturer's technical data including installation certificate and maintenance instructions attesting that products comply with the specification requirements. Single Source Responsibility for Glass: To ensure consistent quality of appearance and performance, provide materials produced by a single manufacturer or fabricator for each kind and condition of glass. Remove glass that is cracked, broken, chipped, or otherwise damaged from the job site and replace with new material. Glass surfaces which display streak lines or other imperfections will be considered unacceptable and shall be replaced. Coordinate with work specified in 0811 13.13. Hollow Metal Doors and Frames B. Materials: Tempered Glass Products: Type I (transparent Starfire glass, flat), Class 2 (heat absorbing and light reducing), Quality q3 (glazing select), Kind FT (fully tempered). Coating shall be Solar Ban 60 on surface 2. Provide manufacturer's standard chemically curing, clear, single component silicone, low modulus non-sag, complying with ASTM C 920 requirements including those for type, grade, class and use. Preformed Butyl-Polyisobutylene Glazing Tape: Provide standard solvent-free, non-staining and non-migrating tape as recommended for application indicated. Setting Blocks: Neoprene, EPDM or silicone blocks as required for compatibility with glazing sealants, 80 or 90 Shore A durometer hardness. Edge Blocks or Spacers: Neoprene or EPDM, 40 -60 durometer hardness, having proven compatibility with sealants used. Compressible Filler Rod: Closed-cell or waterproof-jacketed rod stock of synthetic rubber or plastic foam, proven to be compatible with sealants used, Not to be used in the glazing rabbet. Cleaners, Primers and Sealers: Type recommended by manufacturers of sealant or gasket. Fabricate glass in sizes and thicknesses shown, in single units unless otherwise noted, with edge clearances and tolerances recommended by glass manufacturer. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 47 OF 95 C. Execution Verify all glass sizes and clearances. Verify, at the job site, those dimensions affecting the work. Bring variant field dimensions to the attention of the Architect and Construction Manager. Obtain decision regarding corrective measures before the start of installation. Clean glazing channels and other framing members to receive glass, immediately before glazing. Remove coatings which are not firmly bonded to substrates. Remove lacquer from metal surfaces where elastomeric sealants are indicated for use. Comply with combined printed recommendations of manufacturers , except where more stringent requirements are indicated, including those of referenced glazing standards. Install setting blocks and spacers of proper size and spacing at appropriate locations. Set blocks in thin course of sealant which is acceptable for heel bead use. Provide spacers for glass sizes larger than 50 united inches (length plus height), except where gaskets or glazing tapes are used for glazing. Wash and polish glass on both faces not more than 4 days prior to date scheduled for inspections intended to establish date of Substantial Completion in each area of project. Clean sandblasted glass with lacquer thinner. Comply with glass product manufacturer's recommendations for final cleaning. 08 87 00 Glazing Surface Films 08 87 13 Window Film A. Scope: Provide and install surface applied decorative and privacy glazing films as indicated on the drawings. References: ASTM E 903-Standard Methods of Test for Solar Absorbance, Reflectance and Transmittance of Materials Using Integrating Spheres ASTM E 308-Standard Recommended Practice for Spectophotometry and Description of Color in CIE 1931 System Consumer Products Safety Commission 16 CFR, Part 1201 —Safety Standard for Architectural Glazing Materials Submit shop drawings showing layout, profiles and product components for review and approval. Submit samples, 4 inch x 4 inch of each specified texture, color and/or pattern for review and approval. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 48 OF 95 Submit operation and maintenance data for installed products, including precautions against harmful cleaning materials and methods. Provide 2 percent extra material for attic stock. B. Materials: Field applied printed polyester visual opaque or decorative film. Manufacturer and pattern as indicated on the drawings. Adhesive to be acrylic, pressure sensitive, permanent. Liner to be Silicone based polyester. Average thickness of film and adhesive (without liner) 3.2 mils. Surface burning characteristics when tested in accordance with ASTM E84: Class A: Flame Spread: 25 maximum; Smoke Developed: 450 maximum. C. Execution: Deliver products in manufacturer's original, unopened, undamaged containers with identification labels intact. Store products protected from weather,temperature, and other harmful conditions as recommended by the manufacturer and supplier. Product must remain in original plastic bag and boxes. Storage conditions to be 40 degrees F to 90 degrees F, out of direct sunlight, in a clean dry area. Confirm the appropriate substrate is suitable for product installation prior to start of installation. Apply materials when environmental conditions are within limits recommended by manufacturer for optimum results. Do not install until spaces are enclosed and weatherproof, all wet-work is complete and dry, work above ceilings is complete, and the ambient temperature and humidity conditions are maintained at the levels intended for final occupancy. Proceeding with installation implies installer's acceptance of substrate and conditions. Comply with manufacturer's instructions for surface preparation. Thoroughly clean substrate of substances that could impair the overlay's bond, including mold, mildew, oil and grease. Re-clean surfaces with appropriate surface prep solvent and remove any haze or surface contamination. Install material in accordance with manufacturer's installation instructions. Remove the liner and wet the adhesive prior to installation. Form smooth, wrinkle- free, bubble-free surface for finished installation. Remove all wrinkles, air bubbles, blisters and other defects. Use approved cleaning products and methods for final clean-up and acceptance. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 49 OF 95 DIVISION 09 FINISHES 09 20 00 Plaster and Gypsum Board Assemblies 09 21 16 Gypsum Board Assemblies A. Scope: Provide and install gypsum board, cementitious panels, acoustical insulation, taping and bedding for partitions, ceilings, soffits, furring, and related items as shown on drawings. Reference Standards: Gypsum Association (GA) GA-600--Fire Resistance Design Manual, Underwriters Laboratory (UL)— Fire Resistance Directory; Gypsum Construction Handbook, latest edition, U.S. Gypsum Co.; ASTM C11 Terminology Relating to Gypsum and Related Building Materials and Systems; ASTM C475/C475M Specification for Joint Compound and Joint Tape for Finishing Gypsum Board; ASTM C1002 Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; ASTM C1396/C1396M Specification for Gypsum Board; ASTM D3273-12 Standard Test Method of Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber. B. Materials: Proprietary products specified are manufactured by United States Gypsum Corporation. Provide either specified products or their equivalent, subject to GA and UL compliance, as manufactured by Georgia-Pacific Gypsum LLC, or National Gypsum Company. All products utilized in any assembly shall be supplied by the same manufacturer. Gypsum Panels: 1. Regular Gypsum Board: ASTM C1396, 48" wide, thickness as indicated, tapered edges, in maximum lengths available to minimize end to end butt joints. 2. Fire Resistant Gypsum Board: ASTM C1396, Type X, 48" wide, thickness as indicated, tapered edges, in maximum lengths available to minimize end to end butt joints. Utilize in fire-rated assemblies. 3. Impact-Resistant Gypsum Board: ASTM C1396 and ASTM C1629, Classification Levels as indicated, 48" wide, thickness as indicated, tapered edges, in maximum lengths available to minimize end to end butt ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL❑R RYE BROOK,NY PAGE 50 OF 95 joints. Provide impact-resistant gypsum board of the required classification level, with Type X rating if utilized in a fire-rated assembly. 4. Water Resistant Gypsum Board: ASTM C1396 48" wide, thickness as indicated, tapered edges, in maximum lengths available to minimize end to end butt joints. Minimum mold resistance value of 10, tested to ASTM D3273. Provide water resistant gypsum board with Type X rating if utilized in a fire-rated assembly. Unless directed otherwise, utilize on the interior faces of exterior walls of basements, cellars and other below grade rooms; for walls and ceilings of spaces containing condensers, water tanks; water pumps and pressure reduction valves; for walls and ceilings of laundry rooms; portions of walls within 2 feet of kitchen sinks an stoves (to a height of 4 feet above finished floor); for walls of bathrooms that are not solely water closet compartments, other than walls specifically required to be cement board; for walls and ceilings in service sink closets and portions of walls within 2 feet of mop sinks or service sinks to a height of 4 feet above finish floor, where walls are to receive a paint finish. 5. Gypsum Backing Board: ASTM C1178 fiberglass mat faced, 48" wide, thickness as indicated, tapered edges, in maximum lengths available to minimize end to end butt joints. Minimum mold resistance value of 10, tested to ASTM D3273. Provide gypsum backing board with Type X rating if utilized in a fire-rated assembly. Unless directed otherwise, utilize on the interior faces of exterior walls of basements, cellars and other below grade rooms; for walls and ceilings of spaces containing condensers, water tanks, water pumps and -pressure reduction valves; for walls and ceilings of laundry rooms; portions of walls within 2 feet of kitchen sinks an stoves (to a height of 4 feet above finished floor); for walls of bathrooms that are not solely water closet compartments, other than walls specifically required to be cement board; for walls and ceilings in service sink closets and portions of walls within 2 feet of mop sinks or service sinks to a height of 4 feet above finish floor, where walls are to receive a tile or wallcovering finish. 6. Shaft Wall Liner: ASTM C1396, 1" thick x 24" wide, maximum practical length, square edges. 7. Exterior Soffit Board: ASTM C1396, 48" wide, thickness as indicated, eased edges, ends square cut. 8. Gypsum wallboard shall contain "synthetic" gypsum produced with a minimum of 75% (combined) post-industrial/post-consumer recycled content (the percentage of recycled content is based on the weight of the component materials). Certification of recycled content shall be in accordance with Section 01 81 13, Sustainable Construction Requirements. Cementitious Panels: Cementitious panels to comply with ANSI A118.9, high density, cementitious material with glass fiber reinforcing, 48" wide, thickness as indicated, maximum ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 51 OF 95 practical length, ends and edges square cut. Minimum mold resistance value of 10, tested to ASTM D3273. Unless directed otherwise, ultilize at shower walls and bathtub surrounds and as indicated. Fasteners: Fasteners to be ASTM C1002, Type W, S, or G screws as required. Trim Accessories: 1. Corner Beads: For 90 degree external Corners -"Dur-A-Bead" No. 103, 27 U.S. Standard gauge. galvanized steel, 1-1/4"x 1-1/4"; unless otherwise noted. 2. Edge Beads: "Metal Trim No, 200-A", 28 U.S. Standard gauge. galvanized steel, channel type, or "Metal Trim No 200- B", L type, where use of channel type (200--A) is not possible. 3. Square-Edged Casing Beads: Manufacturer's standard with expanded or short flange to suit application. 4. Control Joints: No. 093, Joint Treatment Materials: 1. "Perf-A-Tape"for joint reinforcing. 2. "Durabond 90 Joint Compound-Multi-Purpose"for taping and bedding. 3. "Ready Mixed Compound-Topping"for finishing and skim coat. Miscellaneous Items: 1. Acoustic Insulation: Paperless, non-combustible, semi-rigid mineral fiber mat, 2" thick, in partitions (unless otherwise indicated), 3 lb,/cu. ft. maximum density; USG's"Thermafiber", or equivalent. 2. Thermal Insulation: Paperless, non-combustible, water repellant, semi- rigid mineral wool insulation board for stud cavity installation, 4 lb./cu. ft. maximum density, R-value of 4.2/ inch; Roxul "CurtainRock" or equivalent. 3. Vapor Barrier: 6 mil clear polyethylene sheet, sized as required to minimize joints. Construction Seaming Tape, 3M #8087 or equivalent. 4. Security Liners: a) Sheet metal liner panels: 18 gauge galvanized steel sheet metal applied to the face of framing members as noted on the drawings. b) Security Mesh: provide and install carbon steel security mesh conforming with ASTM A569/569M and ASTM F1267, Type II, Class 1. Mesh to be ASM-75-9F Heavy, 0.563" x 1.688" diamond shaped openings, 2.38 pounds per square feet, as manufactured by AMICO Security Mesh. Mesh to be applied to the face of partition and secured with AMICO Secura Clips, and finished with an additional layer of gypsum wall board as noted on the drawings. r ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR r RYE BROOK, NY PAGE 52 OF 95 5. Accessories and fasteners as required for a complete installation. C. Execution: Install insulation in stud cavities as noted in the drawings. Cut insulation to maximize friction fit. Install complete and continuous vapor barrier as noted in the drawings. Vapor barrier to be installed without tears or holes, wrinkles, bridging or fishmouths. End laps to be 6" minimum, edge laps to be 4" minimum. Tape and seal all lapped ends and edges. Seal vapor barrier to door frames, around all penetrations and entire perimeter of partition (top and bottom). Inspect for damage just prior to covering. Clean any damaged areas and cover with additional material sized to overlap damaged areas by 6" mimimum. Seal perimeter of patch with continuous seaming tape. Screw sheetmetal liner panels to face of studs. Overlap panels at seams, seams to occur at studs. Apply gypsum board finish panels over liner panels. Screw through liner panels to attach gypsum board finish panel to studs. Secure security mesh to studs with AMICO Secura Clips. Apply gypsum board finish panels over security panels. Screw through liner panels to attach gypsum board finish panel to studs. Apply gypsum board with long dimension parallel to stud framing members, and with abutting edges occurring over stud flanges. Joints on opposite sides of a partition shall be so arranged as to occur on different studs. Neatly cut gypsum board to fit around outlets, switch boxes, framed openings, piping, ducts, and other items which penetrate gypsum board; fill gaps with acoustical sealant. For gypsum backer board tile & stone substrates, center board or panel ends and edge joints on framing and stagger joints in adjacent rows so four corners do not come together within the same plane. Space panel ends and edges in accordance with manufacturer's recommendations. Fit ends and edges closely to eliminate gaps between panels_, including in corners. Where tile edges are shorter than 15", maximum allowable variation is 1/4" in 10' from the required plane, with no more than 1/16" variation in 12" when measured from the high points in the surface. Where at least one tile edge is 15" or greater in length, maximum allowable variation is 1/8" in 10' from the required plane, with no more than 1/16" variation in 24" when measured from the high points in the surface. Tape seams and corners with akali-resistant glass fiber mesh tape and cementitious bonding material, and skim coat over fastener heads, unless waterproofing is to be applied. For cementitous board the & stone substrates, center board or panel ends and edge joints on framing and stagger joints in adjacent rows so four corners do not come together within the same plane. Space panel ends and edges in accordance with manufacturer's recommendations. Horizontal joints to be 1/8" between panels, filled solid and taped with latex-portland cement mortar and 2" ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY ` PAGE 53 OF 95 akali-resistant glass fiber mesh tape. Fill any space in vertical joints and tape with latex-portland cement mortar and 2" akali-resistant glass fiber mesh tape. At corners, leave space between panels. Tape joints using skim coat of latex-portland cement mortar and 2" akali-resistant glass fiber mesh tape, but do not fill. Where tile edges are shorter than 15", maximum allowable variation is 1/4" in 10' from the required plane, with no more than 1/16" variation in 12" when measured from the high points in the surface. Where at least one tile edge is 15" or greater in length, maximum allowable variation is 1/8" in 10' from the required plane, with no more than 1/16" variation in 24" when measured from the high points in the surface. Skim coat over fastener beads, unless waterproofing is to be applied. For all other gypsum board finished surfaces, apply joint compound in 3 coats, feathered and finish surface sanded smooth with adjacent gypsum board surface, in accordance with manufacturer's instructions. Apply joint compound as recommended by the manufacturer for the respective wall board type. 09 22 16 Non-Structural Metal Framing A. Scope: Provide and install metal stud interior partition framing, metal interior wall furring, suspended metal channel interior ceiling framing and related items as shown on j drawings. Reference Standards: Gypsum Association (GA) GA-600—Fire Resistance Design Manual, Underwriters Laboratory (UL) —Fire Resistance Directory; Gypsum Construction Handbook, latest edition, U.S. Gypsum Co.; ICC-ES-AC86 Acceptance Criteria for Steel Studs and Gypsum-Board Interior Nonload-Bearing Walls Complete Construction AC86 Approved July 1995 (Editorially revised September 2005); AISI Standard S200 North American Standard for Cold-Formed Steel Framing General Provisions, 2007 Edition; ASTM A653/A653M Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; ASTM A10031A1003M Specification for Steel Sheet, Carbon, Metallic-and Nonmetallic-Coated for Cold-Formed Framing Members; ASTM C 645 Standard Specification for Nonstructural Steel Framing Members; ASTM C754 Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products; ASTM C1002 Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; .,J ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 54 OF 95 B. Materials: Provide either specified products or their equivalent, subject to GA and LIL compliance, as manufactured by ClarkDietrich Building Systems or Marino Ware Industries. All assembly products utilized shall be supplied by the same manufacturer. All studs, track and furring channels to coated. Coatings to be hot-dipped galvanized (G40 and G60), Galvanealled (A40 and A60), Galvalume (AZ50), Galfan (GF30), Electro-galvanized (60G/60G) and (90G/90G), and Type 1 and Type 2 Aluminized (T1-25 and T2-100). Minimum weights of each of these coating to be in accordance with ASTM A1003 Table 1 for structural (Type H and Type L) and nonstructural (Type NS) applications. Ceiling Suspension System: 1. Ceiling support components to comply with ASTM C754 and with local code. 2. Main Runners: Steel channels with rust inhibitive paint or galvanized finish, cold rolled, 1-1/2" outside width,to comply with ASTM A568, 3. Hangers: Mild carbon steel wire, 1/4" diameter ("pencil rods"), grade C- 1008, zinc coated (galvanized), or cadmium plated or protected with rust inhibitive primer, to meet ASTM A-641. 4. Hanger Anchorage Devices: Shot-in anchors, screws, clips, bolts or other applicable devices acceptable to jurisdictional authorities. Provide devices sized by licensed engineer, complying with requirements of local governing authorities. Shot-in anchors to be ITW Ramset/Redhead "Ladd System" low velocity fasteners with L651 ceiling clips, or approved equal. 5. Runner Attachment Devices: Heat treated, spring steel fastener, 0.036 in. thick and 0.75 in, wide. Attachment devices shall be Caddy Gat Channel Clamps, model 4B1.5LS. Framing System: 25 gauge (minimum), heavier gauge where indicated on the drawings or as required to support applied loadings. Limiting heights for studs, stud gauge and spacing shall be per manufacturer's tables for non-composite conditions but shall not exceed IBC requirements. 1. Studs: Standard sizes as shown, minimum flange of 1114" with a minimum return lip of 3/16". 2. Runners: Match stud size, minimum flange of 1"; type recommended by stud manufacturer. Deflection compensating top runners to be deep leg runners with slotted screw holes to permit 1/2" */- movement of overhead structure without damage to partition. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR ( RYE BROOK,NY PAGE 55 OF 95 3. Suspended Ceiling/Soffit Framing: Furring channels to be cold-rolled, 7/8" deep hat shaped sections of minimum 25 gauge corrosion resistant steel. 4. Fasteners: Type and size recommended by framing system manufacturer for the application indicated. 5. Furring: Cold-rolled, 7/8" deep hat shaped sections of minimum 25 gauge corrosion resistant steel. 6. Shaft wall framing: Components as manufactured by USG, size and gauge as indicated on the drawings; includes C-H studs, E-studs, J- runners and jamb struts. C. Execution: Install ceiling suspension system to comply with ASTM C636, using pencil rod hangers supported from building structural members, and in compliance with local Codes. Ceiling tolerance shall be 1/8" in 10'-0" run, any location, non-cumulative. Install wall, ceiling and soffit framing in accordance with ASTM C754 and manufacturer's instructions. Install supplementary framing and bracing at terminations in the work and for ' support of accessories, railings and other construction. Isolate steel framing from building structure to prevent transfer of structural loading. Install runner tracks at floors, and structural walls and columns where gypsum board stud system abuts other work. Runner tracks installed at concrete substrates shall be fastened with concrete stub nails, expansion anchors , shielded screws or power-driven fasteners. At wood substrates, runner trackes shall be fastened with screws, 1" minimum penetration. Where runner tracks are to be attached to ceiling grids and suspended ceilings, attachment shall be by expandable fasteners, toggle bolts or screws fastened into the ceiling grid or other framing members. Runner tracks;are to be fastened 2" from each end and at 24" minimum on center. At exterior walls, install asphalt felt strips between wall and framing. Use channel type studs, positioned vertically in runners, spaced as noted on drawings, but not more than 24"o.c.'Use double studs on both sides of openings in partitions. Provide wood or metal bracing/ blocking in partitions to receive and support fixtures, trim, accessories and other applied items. Shaft Wall System: 1. Position J-runners at floor and ceiling with short leg toward finish side of wall; attach at ends and 24 inches on center maximum. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY e PAGE 56 OF 95 2. If wall height exceeds maximum panel length, position panel end joints within upper or lower third of wall. Stagger joints top and bottom in adjacent panels; reinforce end joints with horizontal C-H stud. 3. Install C-H stud between runners with liner inserted into stud groove. 4. Progressively install succeeding studs and liner panels. 5. Install full length E-studs vertically at intersections, door openings, corners, and ends of partitions. 6. Frame openings cut within a liner'panel with J-runner around perimeter. 7. Over doors, install horizontal J runner; attach to studs with clip angles and screws. 09 31 00 Thin-Set Tiling A. Scope: Provide ceramic, porcelain, glass and stone tile, setting materials, trim, transition strips, accessories and grout work as required and scheduled throughout. All work shall conform to applicable provisions of the Tile Council of North America (TCNA) "Handbook for Ceramic, Glass and Stone Tile Installation", latest edition. Reference Standards: Marble Institute of America (MIA) Dimension Stone Design Manual; ANSI A108, A118, A136.1 American National Standard Specification for the Installation of Ceramic Tile; ANSI A137.1 American National Standard Specification for Ceramic Tile; ANSI A137.2 American National Standard Specification for Glass Tile; ANSI A138.1 Green Squared American National Standard Specification for Sustainable Ceramic Tiles, Glass Tiles and Tile Installation Materials; ISO 13007-1 Ceramic Tiles, Grouts and Adhesives — Part 1: Terms, Definitions, and Specifications for Adhesives; ISO 13007-2 Ceramic Tiles, Grouts and Adhesives — Part 2: Test Methods for Adhesives; ISO 13007-3 Ceramic Tiles, Grouts and Adhesives — Part 3: Terms, Definitions, and Specifications for Grouts; ISO 13007-4 Ceramic Tiles, Grouts and Adhesives — Part 4: Test Methods for Grouts; Submit grouted samples of each color and texture of tile required, not less than 12"x 12", on plywood or hardboard backing. Submit manufacturer's dynamic friction test data for each tile specified for flooring installation. Tiles shall have a wet DCOF of 0.42 or greater, in a level installation, when tested per the DCOF AcuTest. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 57 OF 95 Maintain environmental conditions and protect work during and after installation to comply with referenced standards and manufacturer's printed recommendations. Guarantee: Submit manufacturer's warranty for a period of one year from date of substantial completion. Installer shall have a minimum of 5 years experience in the installation of materials specified and shall be certified by the Certified Ceramic Tile Installers (CTI) or their thin-set training and experience verified by the Ceramic Tile Education Foundation (CTEF) and 1 or the University of Ceramic Tile and Stone {UofCTS). Provide materials obtained from one source for each type and color of tile, grout, and setting materials. B. Materials: Mortar: 1. SMALL FORMAT (all sides less than 15" in length) TILE OTHER THAN PORCELAIN TILE: Latex / Polymer Modified Portland Cement Mortar to meet ANSI A118, ISO C2S1 or better, rapid-set if required for installations over impervious substrates and membranes. 2. HEAVY TILE, LARGE FORMAT (at least one side greater than 1 51, in length) TILE, GLASS TILE and PORCELAIN TILE: Medium-Bed Mortar in conformance with ANSI A118 and meet or exceed ISO 13007-1 Thixotropic (T) standards for C2S1 mortars. 3. COMMERCIAL KITCHENS: High-performing cementitious mortar in conformance with ISO 13007- 1/ANSI A118, and in accordance with TCNA Environmental Classification COM5. 4. EXTERIOR FACADES: Fast-setting, flexible cementitious mortar in conformance with ISO 13007- VANSI All and in accordance with TCNA Environmental Classification COME. Water: Clear and without deleterious substances which would impair the work. Grout(color as selected by Architect): 1. GENERAL OFFICE AREA,TOILET ROOMS&PANTRIES: a. High Performance Unsanded Tile Grout for joints 1/8" or less, ANSI A118.7, ISO CG1 or better, in accordance with TCNA Environmental Classification COM2; b. High Performance Sanded Tile Grout for joints more than 1/8" in ceramic tile and non-polished stone tile, ANSI A118.7, ISO CG1 or better, in accordance with TCNA Environmental Classification COM2, 2. COMMERCIAL KITCHENS: ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY r PAGE 58 OF 85 Non-shrinking, non-sagging epoxy grout, resistant to temperatures up to 212 degrees F, ANSI A118.3, ISO 13007-3, in accordance with TCNA Environmental Classification COM5. 3. EXTERIOR FACADES: High hydrated cement grout in accordance with TCNA Environmental Classification COME. Grout Sealer: Clear, penetrating, polymerized silicone formulation, resistant to moisture and stains, MiraSeal 511 Impregnator by the Miracle Sealants Company or equal. Accessories: Provide and install all metal trim pieces and accessories as indicated and as manufactured by Schluter Systems LP, or equal. C. Execution: Installers must inspect substrate conditions before commencing with installation and notify the Architect and General Contractor of any unsatisfactory conditions. Work is not to proceed until satisfactory conditions are provided. Clean all other substrates as required to remove deleterious substances that might impair the work. Grind or fill concrete substrates as required to comply with allowable finish variations where required. Remove curing compounds or other substances that would interfere with proper bond of mortar for tile in an acceptable manner. Install crack suppression membrane at floor slab areas unless otherwise noted. All materials to be installed in accordance with manufacturer's instructions. Install waterproofing membranes in toilet rooms, showers, bathtub surrounds, pantries janitor closets, and other wet areas as indicated (see Section 0713 00). Lay out tiles with joints aligning and'as shown on drawings, including the location of movement joints. Movement joints to be located as per TCNA Handbook section EJ171. Lay out tile work in pattern shown using field the and trim shapes as shown or required. Unless otherwise shown on the drawings, center the fields both directions in each space or on each wall area and adjust to minimize tile cutting. Use joint widths three (3) times the actual variation of facial dimensions of the tile supplied, minimum 1/16". Cut field tile, not trim shapes, unless otherwise shown. Install tile and accessories using the following setting and installation methods for the types of tile at locations indicated: Walls, gypsum backer board substrate, TCNA Method W-245: latex-portland cement mortar with high performance grout, waterproof membrane where indicated. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 59 OF 95 Shower Walls and Bathtub Surrounds, cement backer board substrate, TCNA Method B-412: latex-portland cement mortar with high performance grout, waterproof membrane full height of partition unless noted otherwise. The bond coat contact between the tile and its substrate is to be 95% with no voids at corners or edges, and no voids larger than 2"x 2". Floors, on-ground concrete substrate (with waterproof membrane, TCNA Method F122, with crack isolation membrane TCNA F115, with cementitious self-leveling underlayment, TCNA Method F205): waterproof or crack isolation membrane (ANSI A118), latex-portland cement mortar (ANSI A118 or better or ISO C2S1 or better, unless otherwise recommended by the membrane manufacturer) with epoxy grout (ANSI A118 or ISO RG).The bond coat contact between the tile and its substrate is to be 95%with no voids at corners or edges, and no voids larger than 2"x 2". Floors, above-ground concrete substrate (with waterproof membrane, TCNA Method F122A, with crack isolation membrane, TCNA F115A, with cementitious self-leveling underlayment, TCNA Method F-205A): waterproof or crack isolation membrane (ANSI A118), latex-portland cement mortar (ANSI A118 or better or ISO C2S1 or better, unless otherwise recommended by the membrane manufacturer) with epoxy grout (ANSI All or ISO RG).The bond coat contact between the tile and its substrate is to be 95%with no voids at corners or edges, and no voids larger than 2" x 2". Extend the work into recesses and under equipment and fixtures in the spaces shown or scheduled to receive tile. Form a complete covering without interruptions except for control and expansion joints as may be required. Terminate work at obstructions, edges and corners without disruption of pattern or joint alignments. For large format tile, assure that the substrate has been installed in compliance with the TCNA Handbook guidelines for substrate flatness. Provide all racks and frames as may be required to support the tiles prior to installation and install tiles using a leveling system to reduce lippage. Set tiles and vibrate the file into place to release entrapped air. Grouting: Grout tile to comply with referenced installation standards, using grout materials indicated. Tile may be cleaned with acid solutions only when permitted by tile and grout manufacturer's printed instructions, but not within 14 days after installation. Protect metal surfaces, and plumbing fixtures from effects of acid cleaning. Flush surface with clean water before and after cleaning. When recommended by tile manufacturer, apply a protective coat of neutral protective cleaner to completed tile walls and floors. Protect installed tile work with Kraft paper or other heavy covering during construction period to prevent damage and wear. Grout Sealing (non-epoxy grouts only): Allow grout to dry 24-72 hours. Remove all grout residue or haze. When the area is completely dry, apply sealant to all ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 60 OF 95 grout with a thin paint brush. Any excess sealer that gets on the surface of the tile must be wiped-off with a clean towel before it dries. 09 50 00 Ceilings 09 51 23 Acoustical Tile Ceilings A. Scope: Provide primary suspension system and acoustical tile, ceiling grid and secondary suspension system where indicated. Codes and Standards: Comply with pertinent requirements of authorities having jurisdiction and with recommendations of the Ceilings and Interior Contractor's Association. Coordinate layout and installation of acoustical ceiling units and suspension system components with other work, supported by, or penetrating through ceilings, including light fixtures, HVAC, fire suppression system components, and partitions. Provide Owner with 200 square feet of each tile type and size specified on the Drawings. B. Materials: Provide a complete suspended ceiling system, including primary and secondary suspension systems, to meet ASTM C 636-69 Primary Suspension System: 1. General: Size ceiling support components to comply with ASTM C754 and with local code. 2. Main Runners: Steel channels with rust inhibitive paint or galvanized finish, cold rolled, 1-1/2" outside width,to comply with ASTM A568. 3. Hangers: Mild carbon steel wire, 1/4" diameter ("pencil rods"), grade C- 1008, zinc coated (galvanized), or cadmium plated or protected with rust inhibitive primer,to meet ASTM A-641. 4. Hanger Anchorage Devices: Shot-in anchors, screws, clips, bolts or other applicable devices acceptable to jurisdictional authorities. Provide devices sized by licensed engineer, complying with requirements of local governing authorities. Shot-in anchors to be ITW Ramset/Redhead "Ladd System" low velocity fasteners with L651 ceiling clips, or approved equal. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 61 OF 95 5. Runner Attachment Devices:' Heat treated, spring steel fastener, 0.036 in. thick and 0.75 in. wide. Attachment devices shall be Caddy Gat Channel Clamps, model 4131.51-S. Secondary Suspension Systems: 1. General: Secondary suspension systems shall be compatible with ceiling units. 2. Provide 18 ga. x 1-3/8" wide cold rolled steel direct hang clip from primary suspension to main secondary system runners. 3. Provide manufacturer's standard, fully accessible suspension system complete with electro-galvanized components. 4. Suspension system to be as specified on drawings. Furring Members: ASTM C 645; 0.0179" minimum thickness, hat-shaped; "C"-shaped studs for spans of more than 4 feet. Furring anchorages to be 16-gage galvanized clips and anchorages recommended by furring manufacturer. Acoustical Units: As specified on drawings. C. Execution: Primary Suspension System: Install primary suspension system to comply with ASTM C636, using hangers supported from building structural members. Secondary Suspension Systems: Attach concealed main runners to primary carrying channels with channel clamps, Insert cross-tees into main runners and insert accessible tiles in cross-tees. Scribe and out acoustical units to fit accurately at borders and penetrations. Install edge mouldings at edges of acoustical ceiling and at other areas where edges of acoustical units would otherwise be exposed after completion of the work. Allowable Tolerances: Ceilings shall be 1/8" in 10'-0" run, any location, non- cumulative. 09 54 00 Specialty Ceilings 09 54 23 Linear Metal Ceilings A. Scope: Provide and install preformed interior and/or exterior linear metal ceiling systems consisting of pre-finished aluminum or steel pans mounted to a carrier system and incorporating lighting fixtures and air handling components as shown on the ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 62 OF 95 drawings. Provide all trim, anchorage and accessories required for a complete installation. Provide submittals for Architect's review. Submittals to include samples of all colors and finishes to be provided, shop drawings indicating layout arrangement of ceiling design, locations of air outlet and light fixtures if applicable. Provide detailed installation drawings indicatingcarrier system, connections between carriers and pans, details of level changes and/or changes in pattern, installation of lighting and air distribution components, access requirements, sound absorption requirements and fire-rating requirements where applicable. B. Materials: Panels are to be 3 1/4" wide face by 3/4" high roll-formed from 0.024 aluminum, standard color and finish as noted on the drawings and selected by the Architect. Fasteners to be concealed. Provide solid and vented panels as noted on the drawings. Closure flanges to be matte black unless otherwise noted. Panels, trim and accessories to be Paraline Linear Metal Ceiling System as manufactured by USG Interiors, LLC or approved equal. Provide edge trim, channels and angles, color and finish to match panels. Aluminum to comply with ASTM B209, coil coating to comply with ASTM A755, C. Execution: Install in accordance with manufacturer's instructions and approved shop drawings. Panels to be plumb, level and aligned. Install edge mouldings at edges of panels and at other areas where edges of panels would otherwise be exposed after completion of the work. Neatly cut panels as required for recessed lighting fixtures and air distribution outlets. Install edge trim to maintain visual continuity of system. Allowable Tolerances: Ceilings shall be 1/8" in 10'-0" run, any location, non- cumulative. Touch-up field cuts and abrasions on finished surfaces to match factory finish. 09 54 33 Decorative Panel Ceilings A. Scope: Provide and install suspension grid system and wood grille ceiling panels. Codes and Standards: Comply with pertinent requirements of authorities having jurisdiction and with recommendations of the Ceilings and Interior Contractor's Association. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 63 OF 95 Provide shop drawings prepared by the manufacturer showing all necessary details and dimension requirements. Submit standard sample panel in original production material in specified veneer finish. Coordinate layout and installation of wood grille ceiling panels and suspension system components with other work, supported by, or penetrating through ceilings, including light fixtures, HVAC, fire suppression system components, and partitions. B. Materials; Provide a complete heavy duty 'T'-bar suspension grid system to meet ASTM C635 and ASTM C636, with die cut, interlocking ends. Grid to be galvanized steel, runners to be 1 1/2" high, 15/16" exposed width, flush profile, Finish to be factory applied enamel paint, sprayed and baked, color to be black or as noted on the drawings, Provide all accessories required including but not limited to support channels, stabilizer bars, clips and splices. Hanger wire to be in conformance with ASTM A641, minimum 12 gauge galvanized steel Veneer finished wood grille panels to be as specified on drawings: Manufacturer and installer shall have completed similar projects for a period of not less than 5 years. The installer shall be approved by the manufacturer to perform the work required. Wood grille panels shall be manufactured with FSC / FSC Mixed certified wood core and/or wood veneer, with certification by an accredited organization. Panels shall be comprised of a real veneer finished "no added formaldehyde", Class A fire rated (ASTM E84 flame spread index of 25 or less, smoke developed index of 450 or less) NDF core of 5/8" thickness blades. The blades shall be attached to a black finished extruded aluminum cross rail. The panels shall be fabricated to the standard sizes required supplied by the installing contractor. Veneer to be quarter cut, slip matched with a clear lacquer finish to 30% sheen, or as indicated in the drawings. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 64 OF 95 C. Execution: Install ceiling grid in accordance with ASTM C636 and the CISCA Handbook. Space hanger wires maximum 48" on center and as required to support light fixtures and other ceiling mounted equipment. Suspension system to be hung independent of walls, columns, ducts, pipes and conduits. Where ducts or other equipment prevent regular spacing of hangers suspend steel channels horizontally beneath duct or equipment; attach regularly spaced hangers to steel channel. Install main tees at 48" maximum on center, install cross tees to form 24" x 24" modules and lock cross tees to main tees. Allow wood grille panels 72 hours on site to acclimate to the project environmental conditions before installation, maximum temperature 80 degrees F, humidity 35% to 55% maximum. Attach wood veneer panels to the suspension grid with screws in accordance with manufacturer's instructions and details. Shim panels as reuired to maintain consistent alignment of joints and of finished panel faces. �ry Allowable Tolerances: Ceilings shall be 1/8" in 101-0" run, any location, non- cumulative. 09 60 00 Flooring 09 63 40 Stone Floorings A. Scope: Provide crack suppression membrane at all floor slab areas to receive stone flooring, except areas where membrane waterproofing is required. Provide stone saddles and setting materials and joint grouting as indicated on the Drawings and Finish Schedules. All work shall conform to applicable provisions of the American National Standards Institute (ANSI) and Marble Institute of America (MIA) Dimension Stone Design Manual. Submit shop drawings showing pattern layouts and indicating starting points for each area to receive stonework. Guarantee: Submit manufacturer's warranty for a period of one year from date of substantial completion. Installer shall have a minimum of 5 years experience in the installation of materials specified, on comparable projects and having approval of materials manufacturer. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 65 OF 95 Provide materials obtained from one source for each type and color of stone tile, grout, and setting materials. B. Materials: Crack Suppression Membrane: ANSI All load bearing, single component liquid and reinforcing membrane, shock and vibration resistant, Laticrete Blue 92 or equal. Provide stone as indicated on drawings and schedules. Portland Cement: ASTM C150 Type 1. Sand: ASTM C144. Latex-Portland Cement Mortar: Latex portland cement mortar complying with ANSI A118. Water: Clear and without deleterious substances which would impair the work. Grout: Type and color as selected by Architect. C. Execution: Examine the substrates, adjoining construction and the conditions under which interior stonework is to be installed. Do not proceed with the Work until unsatisfactory conditions have been corrected. Grind or fill concrete substrates as required to comply with allowable finish variations where required. Remove curing compounds or other substances that would interfere with proper bond of mortar for stone in an acceptable manner. Clean all other substrates as required to remove deleterious substances that might impair the work. Install crack suppression membrane at all other floor slab areas to receive stone flooring. All materials to be installed in accordance with manufacturer's instructions. Lay out stone panels with joints aligning as shown on drawings. Use uniform joint widths of 1/16"for marble and 1/8"for granite and slate unless otherwise noted. Install stonework and accessories using the indicated setting methods for stonework in accordance with the recommendations of the fabricator and industry standards. Grout stonework to comply with referenced installation standards, using grout materials indicated. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 66OF95 Do not exceed the following deviations from level and plumb, and from elevations, locations, slopes and alignments shown: 1. Floors: 1/8 " in a 10' run, any direction; ±1/8" at any location; 1/32" offset at any location. 2. Joints: ±1/32 inch joint width variation at any location; 1/16" in a 3' run for deviation from plumb and true, and for other variations in alignment of joints. Cleaning: Upon completion of placement and grouting, clean all stone surfaces free of foreign matter in accordance with fabricator/installer recommendations. Protect installed stonework with Kraft paper or other heavy covering during construction period to prevent damage and wear. Prohibit foot and wheel traffic from using stone floors for at least 3 days after grouting is completed. Before final inspection, remove protective coverings from stone surfaces. 09 64 33 Engineered Wood Flooring A. Scope Provide and install engineered wood flooring and transition strips as indicated on Drawings and Schedules. Submit product data in accordance with manufacturer's installation and maintenance instructions. Submit three representative samples-of the engineered hardwood flooring in the final color(s) or custom color(s), and species and finish as selected by the Owner or their representative. Shop Drawings: show floor pattern layout. Provide transition strips in appropriate blended species, color and finish. Flooring, adhesive, maintenance materials and other components shall be as recommended by each respective manufacturer, and compatible with components produced by each. r�r. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY t'a PAGE 67 OF 95 B. Materials The engineered wood flooring shall be as manufactured by: Amwood Products 10 Erie Boulevard Albany, New York 12204 Tel: 518.465.7318 Fax: 518.465.7348 The adhesive shall be a solvent based urethane adhesive: • Bostik's Best, BST and EFA adhesive; • Franklin 811 • Capitol Woody 600 • Stauf Ultra-Mastic PUM-950 C. Execution Prepare a finished flooring installation plan for the Architect's review indicating the orientation of the planks, and all starting and reference points controlling the installation. Proceed with the installation per the reviewed plan and report any and all potential discrepancies and variations from the plan to the Architect for further review. Installer: Shall be experienced in the wood flooring industry and shall have a minimum of five (5) years experience in the installation of similar products. All material installed shall be visually inspected and accepted by the installer with regard to milling, grade defects,finish defects and handling damage. Adequate material for the installation including cutting waste and a 5%overage for installer rejected materia[, shall be delivered to the site for the installation. Existing concrete sub-floor is to be leveled prior to installation, maximum tolerance is 3116" per 10'. See Section 03 53 19 Lightweight Fill and Flashpatching for additional information. Protect finish flooring material from exposure to moisture. Moisture producing activities such as sub-floor leveling, drywall, concrete, masonry, painting and grouting must be complete and cured prior to delivery of wood flooring. Maximum moisture transfer, determined by a calcium chloride test, must not exceed 3 Ibs/ 1000 sq.ft. /24 hrs. at the time of installation. A consistent job-site environment must be maintained for one (1) week minimum before installation, 68 degrees F (winter), 74 degrees F (summer), 40-60% relative humidity. Finished flooring material to be at room temperature prior to installation and shall remain in shrink-wrapped boxes until immediately before to installation. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 68 OF 95 Verify that the substrate is clean and free of laitance, loose material, grease, oil, coatings and other contaminants that will interfere with the bonding of the adhesive. Concrete surface sealers must be removed if present. Comply with adhesive manufacturer's directions and recommendations for application and installation. At existing doors scheduled to remain: Undercut or notch-out doors, frames and casings as required to fit finished flooring underneath the same. Remove door saddles and thresholds and re-install or replace after flooring installation. Install finished flooring material with 1/2" minimum expansion space between the finished flooring material and all walls and other vertical objects. Apply adhesive using a trowel with the tooth size recommended by the adhesive manufacturer. Allow for adequate cross ventilation. Spread adhesive with trowel held at 45 degrees or as recommended by the adhesive manufacturer. Follow adhesive manufacturer's recommendation for adhesive set time (if any) before installing flooring planks. Use a tapping block the planks tongue to fit planks together, use a pull-bar where required to close end joints together. Stagger all joints and use weights to hold perimeter planks in place until the adhesive sets. Install transition strips as required. Clean and remove all dirt and debris on the finished flooring by dust mopping and/or vacuuming. Provide manufacturer's recommendations for floor care and maintenance to Architect as part of the project close-out documentation, see Sections 01 70 00, 01 78 00 and 01 78 23. 09 65 13 Resilient Base and Accessories A. Scope: Provide resilient base, stair treads, stair risers, and transition strips, as shown on the drawings. B. Materials: Resilient base and accessories shall have the following fire performance characteristics as tested by an independent testing laboratory, acceptable to authorities having jurisdiction: 1. Flame Spread: 75 or less tested per ASTM E84. 2. Smoke Developed: 450 or less tested per ASTM E84. 3. Smoke Density: 450 or less tested per NFPA 258. 4. Critical Radiant Flux (CRI=): Not less than 0.45 watts per sq. cm. tested per ASTM E648. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 69 OF 95 Provide rubber base where shown and as scheduled on drawings, cove on resilient tile, straight at other locations including carpeting unless otherwise indicated. Adhesives (Cements): Waterproof, stabilized low-emission types recommended by flooring and base manufacturers to suit material and substrate conditions. Transition Strips: 1/8"thick, homogeneous vinyl or rubber composition, tapered or bullnose edge, color as selected by the Architect from manufacturer's standards. C. Execution: Deliver materials to the project site in the manufacturer's original unopened containers, clearly marked to indicate pattern, gauge, lot number and sequence of materials. Spaces to receive resilient base and accessories shall be maintained at a temperature of 70 deg. F. for at least 48 hours prior to installation. Install resilient base and accessories after other finishing operations, including painting, have been complete. Maintain a temperature of not less than 55 deg. F. in areas where installation has been completed. Broom clean or vacuum surfaces to be covered. Use leveling compound as recommended by manufacturer for filling small cracks and depressions in subfloors. Apply concrete slab primer, if recommended by manufacturer, prior to application of adhesive. Apply in compliance with manufacturer's directions. Lay stair tread square to stair riser edge, and with pattern running in one direction, unless otherwise shown. Tightly cement tile to sub-base without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks through tile, or other surface imperfections. Transition Strips: Place resilient edge strips tightly butted to resilient flooring and secure with adhesive. Provide edging strips at all unprotected edges of resilient flooring, unless otherwise shown. Base: Install base with pre-formed corner units. Tightly bond base to substrate throughout length of each piece, with continuous contact at horizontal and vertical surfaces. Minimize number of joints. Provide end stops adjacent to flush type door frames and where base does not terminate against an adjacent surface. Keep base in full contact with walls until adhesive sets. Do not install base over unsatisfactory substrate conditions. Remove any excess adhesive or other surface blemishes from base and resilient flooring, using neutral type cleaners as recommended by manufacturers. Protect installed base and flooring from damage by use of heavy kraft paper or other covering. After installation and just prior to the final inspection of the work, thoroughly clean resilient floors, base and accessories. Apply finishing materials in compliance with flooring manufacturer's instructions. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 70 OF 95 09 65 19 Resilient Tile Floorinq A._Scope: Provide vinyl composition, rubber tile, and laminated vinyl tile flooring as shown on the drawings. Installation to proceed after compliance with ASTM F710, Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring. B. Materials: Resilient flooring shall have the following fire performance characteristics as tested by an independent testing laboratory, acceptable to authorities having jurisdiction: 1. Flame Spread: 75 or less tested per ASTM E84. 2. Smoke Developed. 450 or less tested per ASTM E84. 3. Smoke Density: 450 or less tested per NFPA 258. 4. Critical Radiant Flux (CRF): Not less than 0.45 watts per sq. cm. tested per ASTM E648. Adhesives (Cements): Waterproof, stabilized low-emission types recommended by flooring and base manufacturers to suit material and substrate conditions. Substrate Primer: Non-staining type as recommended by flooring manufacturer. Leveling Compound: Cement or latex compound, site-mixed with potable water, to produce a liquid material. Acceptable manufacturer: Durock Fast Finish Floor Patch as manufactured by USG ,or equal, or other type to suit material and substrate conditions, and acceptable to the Architect. C. Execution: Deliver materials to the project site in the manufacturer's original unopened containers, clearly marked to indicate pattern, gauge, lot number and sequence of materials. Spaces to receive flooring shall be maintained at a temperature of 70 deg. F. for at least 48 hours prior to installation. Install resilient flooring after other finishing operations, including painting, have been complete. Do not install resilient flooring over concrete slabs until cured and sufficiently dry to achieve bond with adhesive as determined by manufacturer's recommended bond and moisture test. All concrete slabs shall be tested for moisture, regardless of age or location. Slabs to be tested in accordance with ASTM F1869 or ASTM F2170. After resilient flooring and accessories installation, maintain temperatures at not less than 70 deg. F, for not less than 48 hours. Maintain a temperature of not less than 55 deg. F. in areas where installation has been completed. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 71 OF 95 Broom clean or vacuum surfaces to be covered. Use leveling compound as recommended by flooring manufacturer for filling small cracks and depressions in subfloors. Apply concrete slab primer, if recommended by flooring manufacturer, prior to application of adhesive. Apply in compliance with manufacturer's directions. Lay tile from center marks established with principal walls, discounting minor off-sets, so that tile at opposite edges of the room are of equal width. Adjust as necessary to avoid use of cut widths less than 1/2 the at room perimeters. Lay resilient flooring square to room axis, and with pattern running in one direction, unless otherwise shown. Tightly cement tile to sub-base without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks through tile, or other surface imperfections, Remove any excess adhesive or other surface blemishes from base and resilient flooring, using neutral type cleaners as recommended by manufacturers. Protect installed base and flooring from damage by use of heavy kraft paper or other covering. After installation and just prior to the final inspection of the work, thoroughly clean resilient floors, base and accessories. Apply finishing materials in compliance with flooring manufacturer's instructions. 09 68 00 Carpeting 09 68 13 Tile Carpeting A. Scope' Provide carpet tile as scheduled throughout. Reference Standard for Carpet: "The Carpet Specifiers Handbook" from the Carpet and Rug Institute, P.O. Box 2048, Dalton, Georgia 30722. Dealer/Installer Qualifications: Firm with not less than 10 years of experience in installation of commercial carpeting of the types and quantities and using the installation methods specified in this Section. Installation shall be supervised by a competent foreman working full-time at the project during execution of the work. Testing: Carpet tiles specified shall be tested to meet the applicable requirements of local codes. Samples: Prior to installation, submit (3) samples 18" x 18" of each type and dye lot of carpet. Submit 12" long samples of base. Submit carpet layout drawing, clearly indicating carpet pile directions, locations of borders, and locations and types of edge treatment. Show extent of each dye lot, so that not more than one dye lot is used in a single area. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 72 OF 95 Provide an unconditional warranty for 1 year from move-in date for further repair of seams, puckering and any other defects directly attributable to defective products and/or workmanship. Furnish Owner with attic stock drawn from the same production runs as installed materials. B. Materials: Carpet: Provide carpet tile as scheduled on the Drawings, and as specified hereinafter. Carpet Adhesive: Release type, Water-resistant, non-staining, as recommended by the carpet manufacturer, which complies with flammability requirements of installed carpet; C. Execution: Comply with carpet manufacturers' printed instructions. Do not use carpet tile with imperfections or irregularities. Check for dye lot, seam and pattern match, and align pile direction before cutting carpet to straight lines, without fraying. Cut neat openings of minimum size for floor outlets and cover plates, and secure at all edges. Install carpet tile with pattern, texture and lay of pile running in the direction shown on approved shop drawings. Extend carpet into closets and alcoves of rooms indicated to be carpeted, unless another floor finish is indicated for such spaces, and under open-bottomed and raised-bottom obstructions, under removable flanges of obstructions, and under all movable furniture and equipment, unless otherwise indicated. At interface with other floor finishes, maintain carpet height 1/4" above adjacent surface unless otherwise noted. Maintain carpet border widths at a constant dimension, parallel to wall face. Adjust and trim carpet in accordance with recognized installation practices. Secure edges in the manner indicated, and as recommended by the carpet manufacturer. Finish installation shall be free from tacks, scraps, carpet ripples, scallops and puckers. During installation, keep work areas clean and clear of waste materials. Base: Install base with pre-formed corner units. Tightly bond base to substrate throughout length of each piece, with continuous contact at horizontal and vertical mob, surfaces. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 73 OF 95 09 70 00 Wall Finishes 09.72. 16 Flexible Wallcoverina A. Scope:. Install wallcovering supplied by as indicated on the Drawings and Finish Schedule, B. Products: Sealer: Type recommended by wall covering manufacturer, Adhesive: Type recommended by wall covering manufacturer;water based, mildew resistant. Patching Compound: White latex type. C. Execution: Prepare substrate to receive wall covering. Remove high spots, fill holes, cracks, and depressions with patching compound; sand smooth and flush. Remove loose and foreign matter that could impair adhesion. Apply sealer as recommended by wall covering manufacturer. Remove wall covering from packaging, place in installation area, and allow to acclimatize for minimum 24 hours prior to installation. Install in accordance with manufacturer's instructions. Install panels vertically. Do not locate joints within 6 inches of corners. Horizontal joints not permitted. Smooth wall covering to eliminate bubbles and ensure adhesion. Remove excess adhesive from seams immediately. Use panels in exact order they are cut from roll. Reverse every other panel of non- matching patterns. Fill in above and below openings with panels cut in consecutive order from roll. Install wall covering free from bubbles, wrinkles, open or loose seams, and other visible defects. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 74 OF 95 09 75 00 _ Stone Facing A. Scope: Provide and install interior stone panel cladding as indicated on the Drawings and Finish Schedule. All work shall conform to applicable provisions of the American National Standards Institute (ANSI), The Marble Institute of America (MIA), and The Dimension Stone Manual. Submit shop drawings showing pattern layouts and indicating starting points for each area to receive stonework, including location and size of pieces, arrangement and sizes of joints, anchorage details, and other details of installation. Submit manufacturer's data and description of stone adhesive setting materials, mortars, grouts, sealers, expansion joints and all other products to be utilized in the installation of the stone cladding. Installer shall have a minimum of 5 years experience in the installation of materials specified, on comparable projects. B. Materials: Provide stone as indicated on drawings and schedules. Stone to be obtained from a single quarry and from the same area within the quarry. Stone adhesive to be a two component, high strength epoxy adhesive, formulated for spot bonding fixing method of stone installation on vertical surfaces, Latapoxy 310 Stone Adhesive, as manufactured by Laticrete International, Inc., or equal. Water: Clear and without deleterious substances which would impair the work. Grout: Type and color as selected by Architect. C. Execution: Examine the substrates, adjoining construction and the conditions under which interior stone cladding is to be installed. Do not proceed with the Work until unsatisfactory conditions have been corrected. Grind or fill substrates as required to comply with allowable finish variations where required. Remove curing compounds or other substances that would interfere with proper bond of adhesive for stone in an acceptable manner. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 75 OF 95 Clean all other substrates as required to remove deleterious substances that might impair the work. Lay out stone panels with joints aligning as shown on drawings. Use uniform joint widths of 1/16"for marble and 1/8"for granite and slate unless otherwise noted. Expansion joints shall be provided through the stone cladding as may be required to extend construction or expansion joints in the substrate in accordance with ANSI A108.01-3.7 "Requirements for Movement Joints: Preparations by Other Trades". Do not cover expansion joints with mortar. Stone cladding equipped with any type of resin, mesh, epoxy or fiberglass backing must be ground down to the bare stone in those areas to receive stone adhesive. Clean and grind back of stone at areas to receive stone adhesive using a mechanical wheel grinder with a diamond wheel/blade. Clean, wipe and dry areas per stone adhesive manufacture's direction. Mix epoxy adhesive per manufacturer's directions and apply dabs of adhesive evenly distributed on the back of the stone, five (5) dabs minimum per piece, cover at least 10%of the area of each piece. Finished dab thickness to be 1/8" minimum, 1" maximum. Install the stone cladding onto the substrate in accordance with the recommendations of the stone fabricator and industry standards, and adjust for plumb and level. Grout stonework to comply with referenced installation standards, using grout materials indicated. Do not exceed the following deviations from level and plumb, and from elevations, locations, slopes and alignments shown: Joints: ±1/32 inch joint width variation at any location; 1/16" in a 3' run for deviation from plumb and true, and for other variations in alignment of joints. Cleaning: Upon completion of placement and grouting, clean all stone surfaces free of foreign matter in accordance with fabricator/insta[ler recommendations. Protect installed stone cladding with Kraft paper or other heavy covering during construction period to prevent damage and wear. Before final inspection, remove protective coverings from stone surfaces. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 76 OF 95 09 80 00 Acoustic Treatment 09 84 13 Fixed Sound-Absorptive Panels A. Scope: Provide and install fabric covered acoustical wall panels. Provide submittals for review including: Shop Drawings indicating panel locations, sizes, attachment, and relationship to adjacent construction; Manufacturer's descriptive data for wall panels; Fabric samples in each color and pattern showing available colors. Manufacturer's certification that products comply with requirements for fire hazard classification. B. Materials: Fabric: Tested to ASTM E84 with following results: 1. Flame spread: Maximum 25. 2. Smoke density: Maximum 450. Panels to be produced and fabricated by Decoustics Ltd. or approved equal. l Facings to be as shown on the drawings, backing to be mineral fiber, 6.0 PCF density, 1/2 inch thick, noise reduction coefficient tested to ASTM C423, edges to be square, corners to be square. Provide concealed mounting accessories as required including impaling clips, Z- clips, edge mount clips, double sided foam tape and magnetic tape. C. Execution: Prepare substrate to receive wall panels. Remove high spats and clean surfaces of materials that could impair adhesion. Place panels plumb, level, and evenly spaced. Install panels in accordance with manufacturer's instructions and approved Shop Drawings. Secure panels with clips spaced a minimum of 24 inches on center or continuous tape spaced maximum 12 inches on center. Apply pressure over panel face to ensure tape bond to substrate. 09 90 00 Painting and Coating 09 91 23 Interior Painting A. Scope: Prime and finish painting, including touching up of and repairing of abraded, damaged or rusted prime coats. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 77 OF 95 Painting gypsum board, wood, and ferrous metal as indicated on the finish plans. Surfaces not to be painted shall be left completely free of droppings and accidentally applied materials. Unless otherwise indicated, the following shall not be painted: 1. Non-ferrous and ornamental metals. 2. Concealed surfaces not exposed to view. 3. Finish hardware. 4. Items furnished with factory finish. 5. Moving mechanical equipment parts. 6. Code-required labels. 7. Operating parts and labels. Provide finish coats which are compatible with the prime paints used. Review other Sections of these specifications in which prime paints are to be provided, to ensure compatibility of the total coatings system for the various substrates. Deliver materials to job site in original, new and unopened packages and containers bearing manufacturer's name and label, color name and number. Store only approved materials at the job site, in an area used solely for the storage of paint materials and related equipment. Use a dry, well-ventilated space with a temperature range between 60 and 80 degrees F. Store materials not in use in tightly covered containers, maintained in clean condition, free of foreign material and residue. Protect paint materials before, during and after application, and ensure the prompt and safe disposal of related waste products. Protect finished work, and materials of other trades, and in the event of damage, immediately make all repairs and replacements. Examine areas to receive painting, and notify the Contractor of any conditions observed that would be detrimental to the quality of completed work. Protection: Provide and maintain warning signs and coverings and other protection to prevent damage to work of this section and to the work of others. Provide Owner with Two 1-gallon cans of attic stock paint, comprised of unopened containers remaining from painting work performed and additional containers as required to meet minimum quantities indicated. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 78 OF 95 B. Materials: Finish paint: Benjamin Moore Eco Spec. Driers, Putty, Spackling Compound, Patching Plaster, etc.: Best quality, of approved manufacturer. Galvanizing Cleaner: Porter Prep No. 99, applied per manufacturer's instructions. Galvanizing Primer: Porter No. 299 Alkyd Zinc Dust Primer applied per manufacturer's instructions. C. Execution: Examine the areas and conditions where the painting is to be performed and notify the Architect of conditions detrimental to the completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. Clean surfaces to be painted before applying paint or treatments. Remove oil and grease with clean cloths and cleaning solvents prior to mechanical cleaning. Mildew shall be removed and neutralized. Program the cleaning and painting so that dust and other contaminants from the cleaning process will not fall in wet, newly painted surfaces. Mix and prepare painting materials in strict accordance with the manufacturer's directions to produce a mixture of uniform density. Remove film, and strain if necessary. Protect adjacent work and materials by covering, masking or other method Remove and protect hardware, accessories, plates, lighting fixtures, factory finished work, and similar items, or provide in place protection. Upon completion of each space, carefully replace all removed items. Remove electrical panel box covers and doors before painting walls. Paint separately and re-install after all paint is dry. Metal Surfaces: Fill dents, cracks, hollow places, open joints and other irregularities in metal work to be painted with approved metal filler and sand to a smooth, hard finish, flush with adjoining surface. 1. Weld Fluxes: Remove weld fluxes, splatters, and alkali contaminants from metal surfaces in an approved manner and leave surface ready to receive painting. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 79 OF 95 2. Bare Metal: Thoroughly clean off all foreign matter such as grease, rust, scale and dirt before priming coat is applied. Clean surfaces by flushing with mineral spirits. 3. Shop Primed Metal: Clean off foreign matter as specified for "Bare Metal". Prime bare, rusted, abraded and marred surfaces with approved primer after proper cleaning of surfaces. Sandpaper all rough surfaces smooth. 4. Galvanized Metal: Wipe down surface as per SSPC Spec. SP-t. Clean with galvanize cleaner, then wash with clear water. Gypsum Board Surfaces: Scrape off all projections and splatters, spackle all holes or depressions, including taped and spackled joints, sand smooth. Application may be by brush or roller. Apply paint by brush or roller in accordance with the manufacturer's directions. Use brushes best suited for the type of material being applied. Use rollers of carpet, velvet back, or high pile sheep's wool as recommended by the paint manufacturer for material and texture required. All materials shall be applied under adequate illumination, evenly spread and M flowed on smoothly to avoid runs, sags, holidays, brush marks, air bubbles and excessive roller stipple. Coverage and hide shall be complete. When color, stain, dirt or undercoats show through final coat of paint, the surface shall be covered by additional coats until the paint film is of uniform finish,color, appearance and coverage, at no additional cost to the Owner. Tint each undercoat a lighter shade where multiple coats are applied. All coats shall be dry to manufacturer's. recommendations before applying succeeding coats. All suction spots or "hot spots" after the application of the first coat, shall be touched up before applying subsequent coats. Take care to ensure that all surfaces, including edges, corners, crevices, welds, and exposed fasteners receive a film thickness equivalent to that of flat surfaces. "Touching-Up" of Factory Finishes: Unless otherwise indicated, materials with a factory finish shall not be painted at the project site. To "touch-up", use the factory finished material manufacturer's recommended paint materials to repair abraded, chipped, or otherwise defective surfaces. Paint Thickness: Follow the specified minimum dry film (MDF) thickness requirements in the application of 2 coat and 3 coat work; the MDF for each coat ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 84 OF 95 shall not be less than 1.5 mils., or as recommended in paint manufacturer's printed specifications: 1. 3 coat work shall not be less than 5.0 mils total. 2. 2 coat work shall not be less than 3.0 mils total. During the progress of the work, remove from the site all discarded paint materials, rubbish, cans and rags at the end of each work day. Upon completion of painting work, clean glass and other paint spattered surfaces. Remove spattered paint by proper methods of washing and scraping, using care not to scratch or damage finished surfaces. At the completion of work of other trades, touch-up and restore all damaged or defaced painted surfaces. Protect work of other trades, whether to be painted or not, against damage by the painting and finishing work. Leave all such work undamaged. Correct any damages by cleaning, repairing or replacing, and repainting, as acceptable to the Architect. Provide "Wet Paint" signs as required to protect newly painted finishes. Remove temporary protective wrappings provided by others for protection of their work after completion of painting operations. d D. Paint Systems:. Gypsum Board Systems 1. Soffits and Ceilings/Flat Latex Finish (unless otherwise indicated) a. Prime Coat: Eco Spec Interior Latex Primer Sealer (231) b. Second and Third Coats: Eco Spec Interior Latex Flat (219) 2. Walls/Eggshell Latex (unless otherwise indicated) a. Prime Coat: Eco Spec Interior Latex Primer Sealer (231) b. Second and Third Coats: Eco Spec Interior Latex Eggshell Enamel (223) Ferrous Metal 1. Satin Gloss Alkyd Enamel Finish a. Prime Coat: Iron Clad Retardo Rust Inhibitive Paint (163) b. Second and Third Coats: Alkyd Dulamel (207) 09 94 00 Decorative Finishes A. Scope: Provide labor, materials, equipment and all related services and supervision as required for the manufacturing, fabrication, erection and application for decorative ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 81OF95 finishes as shown on the drawings, including textured, metallic and pearlescent decorative and high-performance paint finish systems. B. Materials: Provide primer as recommended by the manufacturer for the substrate. Provide complete paint finish system comprised of water-based polyurethane/acrylic base coat and cross-linker, water-based polyurethane/acrylic effect coat and cross-linker, water-based polyurethane/acrylic pattern coat and cross-linker, and water-based polyurethane protective clear coat with cross-linker. Paint finish systems to be Scuff master as manufactured by Master Coating Technologies. ScrubTough high performance coating to be water-based two component polyurethane fortified coating with cross-linker C. Execution: Examine the areas and conditions where the paint finish system is to be applied and notify the Architect of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. Clean surfaces to be painted before applying paint or treatments. Remove oil and grease with clean cloths and cleaning solvents prior to mechanical cleaning. Mildew shall be removed and neutralized. Substrates for reflective specialty effect finishes shall be very smooth for best results. New gypsum board installations shall be prepared to a Level 5 finish in accordance with GA 214. Protect adjacent work and materials from overspray by covering, masking or other method. Protect floors and other surfaces with drop cloths. Remove and protect hardware, accessories, plates, lighting fixtures, factory finished work, and similar items, or provide in place protection. Upon completion of each space, carefully replace all removed items. Remove electrical panel box covers and doors before painting walls. Paint separately and re-install after all paint is dry. Concrete: Remove high spots, fill holes and clean surfaces. Allow new concrete to cure a minimum of 28 days prior to application of coatings. Masonry: Tool joints and clean surfaces. Rinse off cleaning solutions and allow surface to dry. Allow new mortar to cure a minimum of 28 days prior to application of coatings. Ferrous Metal Surfaces: Fill dents, cracks, hollow places, open joints and other irregularities in metal work to be painted with approved metal filler and sand to a smooth, hard finish, flush with adjoining surface. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 82 OF 95 1. Weld Fluxes: Remove weld fluxes, splatters, and alkali contaminants from metal surfaces in an approved manner and leave surface ready to receive painting. 2. Bare Metal: Thoroughly clean off all foreign matter such as grease, rust, scale and dirt before priming coat is applied. Clean surfaces by flushing with mineral spirits. 3. Shop Primed Metal: Clean off foreign matter as specified for "Bare Metal". Prime bare,' rusted, abraded and marred surfaces with approved primer after proper cleaning of surfaces. Sandpaper all rough surfaces smooth. 4. Galvanized Metal: Wipe down surface as per SSPC Spec. SP-1. Clean with galvanize cleaner, then wash with clear water. Aluminum: Thoroughly degrease using non-hydrocarbon solvent cleaner. Etching is recommended before priming if possible. If etching is not possible, use a wash primer prior to application of coating. Other Non-Ferrous Metals: Clean with lacquer thinner. Wood: Sand smooth and free of marks. Wash sap spots and knots with mineral spirits. When dry, cover spots and knots with two coats of shellac. Plaster: Allow new plaster to cure a minimum of 28 days prior to coating. Gypsum Board Surfaces: Scrape-off all projections and splatters, spackle all holes or depressions, including taped and sparkled joints, sand smooth and flush with adjacent surfaces. Thoroughly clean sanded areas of dust with a clean, damp rag. Ceramic Tile and Glazed Block: Thoroughly clean off oil, wax grease and other residues. De-gloss with either mechanical abrasion or chemical etch. Remove sanding dust with a clean, wet rag. Previously Painted Surfaces: Ce-gloss if necessary and re-prime previously painted substrate with manufacturer's recommended primer. Application shall be by manufacturer's written instructions and using conventional or HVLP spray equipment. Apply as many primer coats as necessary to produce a uniform substrate appearance. Do not exceed manufacturer's recommended coverage rate. Allow to fully dry prior to application of subsequent coats. Re-prime suction and hot- spots on substrate prior to applying base coatings. Over wood or gypsum wallboard, sand primer with 100 grit or finer sandpaper. Thoroughly remove dust from sanding with a clean, wet rag. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 83 OF 85 All materials shall be applied under adequate illumination, evenly applied to avoid excessive irregularity/unevenness of pattern coat, runs, sags, holidays, and air bubbles. Apply each coat to a natural break point such as an edge or corner without stopping. Finishes shall match approved samples. Transitions between colors and/or other materials shall be sharp, clean and without overlaps. Touch-up and repair unacceptable work. Remove masking and temporary protection. Protect finished areas from damage until completion of the project, D. Paint Finish Systems: AMBIENT Base Coat: MC100 or PC200 Pattern Coat: PC200 AMBIENT METALLIC Base Coat: MC100 Pattern Coat: AC1200M ARMOR FINISH Base Coat: PC200 Pattern Coat: AC1200M BURNISHED METALLIC Base Coat: Burnished Metallic Base Coat Top Coat: Burnished Metallic Top Coat ENVIROMETAL Base Coat: EnviroMetal EM200 SOLID METAL Base Coat: MC200 Clear Coat: Ultra Clear Flat, Satin or Gloss SMOOTH PEARL Base Coat: MC100 Effect Coat: ClearPearl Clear Coat: Ultra Clear Flat, Satin or Gloss SCRUB TOUGH Coating: ScrubTough eggshell finish coating with cross-linker ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR } RYE BROOK, NY PAGE 84 OF 95 DIVISION 10—SPECIALTIES 10 21 00 Compartments and Cubicles 10 21 13.13 Metal Toilet Partitions A. Scope: Provide metal toilet partitions, doors and accessories as shown on the drawings. B. Materials: Provide the following: 1. Doors: 1" thick, 2 sheets, 22 gauge on inorganic sound-deadening core, locking strip trim welded on, mitered at corners. Color to be selected by architect. 2. Partitions: similar to doors, 20 gauge minimum. Color to selected by architect. 3. Pilasters: similar to doors,ceiling mounted, 16 gauge minimum, 1-1/4"thick. 4. Trim: Polished stainless steel shoe at ceiling, concealed fastenings. 5. Hardware: surface mounted slide latches, combination stop and keeper, brackets, coat hook/bumper, hinges shall be standard to the manufacturer. Acceptable manufacturer is Metpar, ceiling hung, with powder coated finish, no substitutions allowed. Color: as specified on the drawings. Take field measurements prior to fabrication to ensure proper fitting of the work. Inserts and Anchorages: Furnish inserts and anchoring devices which must be set in other work and coordinate their delivery to avoid delay. Manufacturer's name or identifying markings are not permitted on exposed surfaces of any partition, including hardware. Inserts and Anchorages: Furnish inserts and anchoring devices which must be set in other work and coordinate their delivery to avoid delay. Comply with handicap code requirements of the authorities having jurisdiction with regard to compartment size, accessory requirements and locations. Shop Drawings: Submit room layouts and elevations with dimensions based on actual dimension's taken at site. Shop drawings shall include materials,finishes, details of construction including overhead miscellaneous steel support, gauges of metal, hardware, fastening and anchoring conditions and relation to adjoining construction. Samples: Submit (24) 6"X 6"samples of baked enamel finish on steel; in selected color by architect. Submit hardware and fitting items and fastenings for same. Templates: Submit templates to other trades as required for coordination. ARCHITECTURAL SPECIFICATIONS SOHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 85 OF 95 Warranty: Submit copy of manufacturer's warranty for a period of one year after substantial completion. C. Execution: Deliver accessories to the site, ready for use, in the manufacturer's original and unopened containers and packaging, bearing labels as to type or material, manufacturer's name and brand name. Store and handle accessories in accordance with manufacturer's instructions. Remove materials which are disfigured, scratched or not suitable and replace with new materials. Accessories shall be closely coordinated with work other trades, so that the necessary reinforcing is provided to receive the accessories. Furnish templates and setting drawings and anchor plates required for the proper installation of the accessories at gypsum board. Coordinate the work to ensure that base plates and anchoring frames are in the proper position to secure the accessories. Install in accordance with manufacturer's instructions, in a rigid and permanent manner, straight and plumb, with all horizontal lines level. Attach brackets to reinforcing plates in wall, and hang pilasters from channels above ceiling, as recommended by manufacturer. Fit doors and hardware. Check for uniform clearances not exceeding 24/16". Cut out and reinforce for stall-mounted accessories, and install in shop. Adjust toilet partitions for proper operation and verify that hinges and latches function smoothly. Replace damaged or defective items. Clean exposed surfaces. Restore or replace installed work which is damaged or defective to the Architect's satisfaction, at no additional cost to the Owner. 10 22 19 Demountable Partitions 10 22 19.13 Demountable Metal Partitions A. Scope: Furnish and install demountable steel frame partitions and door frame panels, as indicated in the contract documents. Submit manufacturer's product data for each type of product specified. Include installation methods for each type of product specified. Include installation methods for each type of ceiling and floor condition. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 86 OF 95 Submit shop drawings showing layout and types of wall panels and door frame panels and relationships to adjacent construction. Shop drawings shall be furnished for approval before proceeding with fabrication. Submit samples for initial selection purposes in the form of manufacturer's color charts showing a full range of colors, textures, and patterns available for each type finish indicated. Submit samples for verification purposes of each type of finish indicated, in sets for each color, texture, and pattern specified, showing the full range of variations expected in these characteristics. Metal Paint Finish: Manufacturer's standard size unit not less than 3 inches x 5 inches. Panel Glazing: Manufacturer's standard size unit not less than 12 inches x 12 inches. Obtain panel system from one source by a single manufacturer. Coordinate layout and installation of panel components with other units of work, including ceilings, light fixtures, HVAC equipment, and fire-suppression systems. Check panel partition layout by field measurements before fabrication, show recorded measurements on shop drawings. Coordinate fabrication schedule with construction progress to avoid a delay in the work. B. Materials: Partition system shall be Acme 50 Series by Inscape Architectural Interiors. Posts, bases and ceiling channels shall be formed of#18 gauge steel. End Fillers shall be #20 gauge steel to fit job conditions. Sounds seals shall be Inscape Architectural Interiors standard. Hardware shall be as scheduled. Provide a panel system with the following surface-burning characteristics as determined by testing identical products per ASTM E 84 by UL or other testing and inspecting agencies acceptable to authorities having jurisdiction. Flame Spread: 25 or less Smoke Developed: 450 or less. Testing Agency Qualifications: To qualify for acceptance, an independent testing agency must demonstrate to the Architect's satisfaction, based on an evaluation of agency-submitted criteria conforming to ASTM E 699, that it has the experience and capability to satisfactorily conduct the testing indicated without delaying progress of the work. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 87 OF 95 Glass as specified shall be furnished and installed with silicone caulking. Provide safety glass in all locations. See Section 08 81 00, C. Execution: Partitions to be installed by Inscape Architectural Interiors installer only. Installer shall examine conditions where panel system is to be installed and not proceed until unsatisfactory conditions have been corrected. Install panel systems rigid, level, plumb, and aligned. Provide continuous seal to prevent light and sound transmission at floor, ceiling,fixed walls, and adjacent surfaces. Adjust door hardware for proper operating condition. Entire installation shall be cleaned at completion. 10 28 00 Toilet, Bath and Laundry Accessories 10 28 13.13 Commercial Bath Accessories A. Scope: Provide toilet accessories as shown and as scheduled. Provide all adjustment, cleaning and protection of accessories. Coordinate accessory locations with other work to avoid interference and to assure proper anchorage, operation and servicing or accessory units. Verify dimensional compatibility of stone countertop thickness and soap dispenser. Furnish inserts and anchoring devices which must be set in other work and coordinate their delivery to avoid delay. Provide products of same manufacturer for each type of accessory unit and for units exposed in same areas. Provide grab bars of types as required by authorities having jurisdiction. Grab bars shall be capable of supporting 250 pounds without bending or shearing. Fasteners shall be capable of withstanding 250 pounds, Grab bars shall not rotate within their fittings. Utility shelves shall be capable of supporting 200 pounds. Submit manufacturer's technical data, catalog cuts and installation instructions for each toilet accessory. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 88 OF 95 Provide setting drawings, templates, instructions, and directions for installation of anchorage devices in other work. Submit schedule of accessories indicating quantity and location of each item. Submit copy of manufacturer's warranty for a period of one year after substantial completion. Deliver accessories to the site, ready for use, in the manufacturer's original and unopened containers and packaging, bearing labels as to type or material, manufacturer's name and brand name. Store and handle accessories in accordance with manufacturer's instructions. Remove materials which are disfigured, scratched or not suitable and replace with new materials. B. Materials: Provide items as scheduled. No exposed fastening devices are permitted except where expressly accepted by the Architect. Fastening devices shall be furnished with each accessory and shall be selected based on the type and material of accessory and the construction to which it is attached. Concealed Fasteners shall be galvanized or cadmium plated steel. Stamped names or labels on exposed faces of toilet accessory units are not permitted. Unobtrusive labels on surfaces not exposed to view are acceptable. Fabricate units with tight seams and joints, exposed edges rolled. Hang doors or access panels with continuous stainless steel piano hinge. Provide concealed anchorage. Where locks are required for a toilet accessory, provide same keying throughout project. Furnish two keys for each lock. C. Execution: Accessories shall be closely coordinated with work other trades, so that the necessary reinforcing,is provided to receive the accessories. Furnish templates and setting drawings and anchor plates required for the proper installation of the accessories at gypsum board. Coordinate the work to ensure that base plates and anchoring frames are in the proper position to secure the accessories. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT S INTERNATIONAL DR 1 RYE BROOK,NY PAGE 89 OF 95 Install accessory units in accordance with manufacturer's instructions, using fasteners which are appropriate to substrate and recommended by manufacturer of unit. install units plumb and level, firmly anchored in locations and at heights indicated. Unless otherwise indicated, locations of accessories shall conform to tile coursing and heights from the finished floor as shown on the drawings. Where locations are not indicated such locations shall be as directed by the Architect. Do not crack, chip or damage tile surfaces. Protect adjacent finishes from abrasion, scratches or damage. Coin boxes for dispenser type accessories shall be keyed alike, different from the other keyed accessories. Keys shall be delivered to the Owner's authorized agent, obtain receipt for delivery. The Architect shall be the sole judge of workmanship. Open joints, weld and braze marks, poor connections, etc.,will not be permitted. Adjust toilet accessories for proper operation and verify that mechanisms function smoothly and quietly. Replace damaged or defective items. Clean and polish all exposed surfaces after removing labels and protective coatings. Restore or replace installed work which is damaged or defective to the Architect's satisfaction, at no additional cost to the Owner. 10 44 00 Fire Protection Specialties 10 44 13 Fire E)dinciulsher Cabinets A. Scope: Provide and install fire extinguisher cabinets with stainless steel door and stainless steel frame; and decals, as required by code in specified locations. Submit manufacturer's technical data and installation instructions including the roughing-in dimensions, details showing mounting methods, door hardware and relationship to surrounding construction. Where color selections by Architect are required, include color charts showing full range of manufacturer's standard colors and designs available. Submit samples of each finish on same type and gauge of metal used for production. Obtain each type of product from a single manufacturer. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 90 OF 95 B. Materials: Fire Extinguisher Cabinets: Subject to compliance with requirements, provide 2600 Series recessed type fire extinguisher cabinets as manufactured by Croker inc., or equivalent product by J.L. Industries. Size shall be coordinated with extinguisher type and size required for the Project as specified herein. Coordinate with the applicable provisions of Division 15 Series Specifications. Manufacturer's standard box, satin finished stainless steel or full glass door where applicable, satin finished stainless steel frame and matching hardware to suit style selected by Architect. Glass type as selected by the Architect. Weld all joints and grind smooth. Miter and weld perimeter doorframes. Provide concealed hinge and flush handle units without locks, unless otherwise indicated. C. Execution: Examine the areas and conditions where fire extinguisher cabinets are to be installed and notify the Contractor of conditions detrimental to the completion of the work. :t Do not proceed with the work until unsatisfactory conditions are corrected to permit proper installation of the work. Install items included in this Section in locations indicated and at heights to comply with applicable regulations of governing authorities. Prepare recesses in walls for fire extinguisher cabinets. Securely fasten cabinet and mounting brackets to structure, square and plumb to comply with manufacturer's instructions. Provide products with factory finishes, protected with plastic or paper prior to shipping. Finishes shall be applied to interior, exterior, exposed and concealed surfaces of cabinet components, unless otherwise indicated. Satin finish stainless steel to match Architect's sample. 10 4416 Fire Extinguishers A. Scope: Provide and install fire extinguishers as required by code in specified locations. Submit manufacturer's technical data. r ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK, NY PAGE 91 OF 95 B. Materials: Fire Extinguishers: Subject to compliance with requirements, provide 10 lb.ABC Dry Chemical type fire extinguishers; 4000 Series as manufactured by Croker, or equivalent. Size shall be coordinated with cabinets specified herein. Coordinate with the applicable provisions of Division 15 Series Specifications. C. Execution: Install items included in this Section in locations indicated and at heights to comply with applicable regulations of governing authorities. DIVISION 11 - EQUIPMENT SECTION 11 31 00-APPLIANCES PART 1 PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Appliances as indicated on the Drawings and as selected by the Architect f 2. Connection to utilities. B. Related Sections: 1. Division 01: Administrative, procedural, and temporary work requirements. 2. See Plumbing Drawings for connections to existing supply water, waste and vent systems. 3. See Electrical Drawings for connections to power supply. 1.2 SUBMITTALS A. Submittals for Review: 1. Shop Drawings: Show locations of appliances, dimensions, required clearances, rough-in requirements, power requirements, and wiring diagrams. 2. Product Data: Provide product data on appliances showing materials, finishes, characteristics, limitations, and electrical characteristics. 3. Warranty: Sample warranty form. B. Closeout Submittals: 1. Operation and Maintenance Data. 1.3 QUALITY ASSURANCE A. Appliances: Energy Star rated. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL➢R RYE BROOK,NY PAGE 92 OF 95 1.4 DELIVERY, STORAGE AND HANDLING A. Deliver appliances with manufacturer's protective coverings in place; do not remove until just prior to installation. 1.5 WARRANTIES A. Furnish manufacturer's standard warranty. PART 2 PRODUCTS 2.1 MANUFACTURERED UNITS A. Acceptable Manufacturers: as indicated on the Drawings and as selected by the Architect. B. Substitutions: Under provisions of Division 01. PART 3 EXECUTION 3.1 INSTALLATION A. Install appliances in accordance with manufacturer's instructions and approved Shop Drawings. B. Set plumb, level, and aligned. C. Connect to domestic water, sanitary waste, and ventilation systems. D. Connect to power supply. 3.2 ADJUSTING A. Adjust appliances for proper operation, 11 90 00 Miscellaneous Equipment Related Sections: 01 41 19 Emissions and Content Requirements 01 74 19 Construction Waste Management and Disposal 01 81 13 Sustainable Construction Requirements A. Scope: Provide appliances, fixtures, faucets and equipment and install owner-supplied equipment as scheduled on the drawings. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR RYE BROOK,NY PAGE 93 OF 95 Provide power and plumbing connections as required for the intended function and operation of all appliances, fixtures, faucets and equipment. Coordinate with requirements included in the Engineering drawings and specifications. B. Materials: See drawings. C. Execution: Coordinate appliance, fixture and equipment requirements and locations with other work to avoid interference and to assure proper anchorage, operation and servicing. Furnish inserts and anchoring devices which must be set in other work and coordinate their delivery to avoid delay. Install appliances,fixtures and equipment in strict accordance with the recommendations of the manufacturer, at locations indicated. DIVISION 12- FURNISHINGS 12 24 00 Window Shades 12 24 13 Roller Window Shades A. Scope: Provide fabric solar shades at locations designated in the Contract documents. B. Materials: Shades shall be shading system as manufactured by DFB Sales or equal, as indicated on the Drawing and Finish Schedules. C. Execution: Install shades in strict accordance with the indicated design and the recommendations of the manufacturer, at top of ceiling blind pocket, unless otherwise indicated, Upon completion of the installation, put all components through at least 10 complete cycles of operation, adjusting as necessary to achieve optimum operation. 12 36 00 Countertops 12 36 61 Simulated Stone Countertops A. Scope: ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR t RYE BROOK,NY PAGE 94 OF 95 Provide cultured marble, solid surfacing and quartz surfacing countertops as indicated on the Drawing and Finish Schedules. B. Materials: Solid surface sheets shall be supplied as scheduled in plans, and shall be cut to size, seamed and detailed in accordance with approved shop drawings. Colors shall be as specified on the drawing. Provide all adhesives, joint sealers and cleaners as recommended by the manufacturer. C. Execution: Prior to fabrication, the contractor shall furnish and submit detailed shop drawings for the approval of the architect, showing accurate dimensions and details of the solid surface work. The fabrication and installation of all solid surfaces detailed in this section shall be performed by an Architectural Woodwork Institute certified fabricator and in accordance with the manufacturer's printed instructions and final shop drawings. Make provision to accommodate items to be attached to countertops. Ea Set countertops plumb and level. Align adjacent pieces in the same plane. Maximum variation from plumb and level 1/8" in 10 feet, non-cumulative, Maximum variation in plane between adjacent pieces: plus or minus 1/16". Adhere countertops to supports with continuous beads of adhesive. Press countertops to full bond with adhesive. Cleaning: Upon completion of installation, clean all surfaces free of foreign matter in accordance with fabricator/installer recommendations. Protect installed work with Kraft paper or other heavy covering during construction period to prevent damage and wear. Before final inspection, remove protective coverings from stone surfaces. ARCHITECTURAL SPECIFICATIONS SCHIMENTI NEW OFFICE FITOUT 3 INTERNATIONAL DR r RYE BROOK,NY PAGE 95 OF 95 DIVISION 13- SPECIAL CONSTRUCTION - Not Used DIVISION 14- CONVEYING SYSTEMS-Not Used DIVISIONS 15-19-NOT IN USE FACILITY SUBGROUP: DIVISIONS 20-29-Not Used SITE AND INFRASTRUCTURE SUBGROUP: DIVISIONS 30-39-Not Used PROCESS EQUIPMENT SUBGROUP. DIVISION 40-49-Not Used �r cn 0 to Lu lu CID ILL CL LO LLJ LL, in LLJ ale > uj < CL Imp- ----------------- MA 06 IL CL co lz uj En 0- Z-- 7- EL o; z M ZM OUR S2 S2 :Ono 0 a �IV7 ul R D Li NEI gig M 01 2 2 - 1 0:1 9M, rr z �igF (> cS 0 C, cD a c Ul 2� . " (> FM LL Z. CL cp zo LL c, 8 Rm cRlj -4 a -4 L) Q. 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