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Home My WebLink About50828-Z Of soul. Town of Southold * * P.O. Box 1179 2. 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46004 Date: 02/28/2025 THIS CERTIFIES that the building ALTERATION Location of Property: 5670 Mill Rd Mattituck,NY 11952 Sec/Block/Lot: 106.-64A Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 02/15/2024 Pursuant to which Building Permit No. 50828 and dated: 06/18/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and repairs to an existing non-conforming tower to include conditioned private office space on first and second floors, and third story attic for storage only as applied for per ZBA#7859, dated 3/21/2024. Conditions of the ZBA decision are as follows: 1. C & R's were filed stating the 2 parcels will be used and sold as one parcel (1000-106.4-3 and 106.-6- 4.1). 2. The office shall be used by the restaurant owner, manager, bookkeeper and designated restaurant employees only. 3. No showers allowed in the building - only half bathrooms. 4. There shall be no cooking or sleeping in the building. 5. The tower attic shall be used for storage only. The certificate is issued to: North Fork Project LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: C-21-0373 1/24/2024 ELECTRICAL CERTIFICATE: 50828 01/27/2025 PLUMBERS CERTIFICATION: RF Plumbing& Heating Inc. 01/07/2024 AA utho ' d 'gnature �Suffa c TOWN OF SOUTHOLD jo o�y� BUILDING DEPARTMENT N TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50828 Date: 6/18/2024 Permission is hereby granted to: North Fork Project LLC 10020 Old Sound Ave Mattituck, NY 11952 To: Constuct alterations and repairs to an existing non-conforming tower to include conditioned private office space and third story attic for storage only as applied for per ZBA approval. Final suffolk county health department approval is required. At premises located at: 5670 Mill Rd, Mattituck SCTM #473889 Sec/Block/Lot# 106.-6-4.1 Pursuant to application dated 2/16/2024 and approved by the Building Inspector. To expire on 12/1812025. Fees: ALTERATION OF ACCESSORY BUILDINGS $371.50 CO-ACCESSORY BUILDING $100.00 Flood Permit $150.00 Total: $621.50 Building Inspector ho��pF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 �� • �o Jamesh _southoldtownn�gov COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: North Fo%* Project Address: 5670 West Mill Road city:Mattituck st: New York zip:, 11952 Building Permit#: 50828 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Wildwood Electric Inc. Electrician: Ralph Passantino Jr. License No: 4836-ME SITE DETAILS Office Use Only Residential Indoor X Basement X Service Commerical X Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat tanklec Duplec Recpt 21 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 10 Smoke Detectors Main Panel 200 A/C Condenser 1 Single Recpt Recessed Fixtures 17 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 13 4'LED Exit Fixtures Sump Pump 1 Other Equipment: mini split unit with 3 heads Notes: Tower Inspector Signature: Date: January 27, 2025 5670 west mill rd Town Hall Annex Telephone(631)765-1802 • 54375 Main Road Fax(631).765-9502 P O:B 1-179 we � � ((� n� Southold;�NY,•;11971-0959 -_ � 8 2025 BijlbDI .DEPARTMENT' TOWN OF�SOUTHOI:D JAN Building Department • 'Town of Southold i-M CE_R!VICATLON. Building Permit No: (Please print) , Plumlier:' �I" kr -I:cer*,thRt ttie:solder usect:ifl:the.-watec_supply-systerii Wntdw.less:than 2L1.0 oft%0 ' dead - (PIuri cs.Signature);- Swom16,:l efore:me This. LOREM LAMB Notary Public.State:af New York �p ti- ,IN #01 LA6176083 Qualified in Suffolk County Term Expires December 31.2a .•� / OF SOUI �V E Zlb /V / c 4 �� ho . A TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY. [. I.-FIRE'SAFETY INSPECTION. [ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - [ ] CODE VIOLATION : [ ]' PRE C/O [ ] RENTAL REMARKS: °vi ev 11A 6:, _��o e CO JC 7�, 'Ac &A ee if-ecco ri 1�z 01/1 c-f A.,L ler DATE '7i`1 7P INSPECTOR _7��p�_.-,� OF SOUTyOIo so C_. s ( A✓ti' / * # TOWN OF SOUTHOLD BUILDING DEPT. o�m� 631-765-1802 1-NSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION .�4ELECTRICAL (ROUGH) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �� r r Qr- lef bi tj/ LO(ACC' 'DATE INSPECTOR hO�aOF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. o to N 631-765-1802 >o$Y� I NS�PEC - N [ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG.' [ ] OUNDATION 2ND [ ] INSULATION/CAULKING FRAMING /STRAPPING [ FI L [ ] . FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: -6AM"A P64,h m VLt7( &1b, wC Avo . 7 ClfvVgVt �S DATE CD ?�0 INSPECTOR OF SOUTyOlo # TOWN OFSOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [. ] FOUNDATION.1ST/ REBAR [ OUGH PLBG. [. ] FOUNDATION 2ND ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE'RESISTANT CONSTRUCTION f ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR ho'*OE SOUtyOlo # TOWN OF SOUTHOLD BUILDING DEPT. 'roum,N 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND NSULATIOWCAULKING [ ] FRAMING /STRAPPING FINAL . [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR DATE l YJ/ INSPECTOR pFSOGIyO� # # ..TOW OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) L(] ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] PRE C/O [ ]. RENTAL REMARKS: DATE a 7 a5 INSPECTOR old 4,1i1116WII- EcEt WE JAN 2 9 2025 B�ii nrt Department Town OY vOuthold lrl f { J A N 2 9 2025 Buildin Department outhold .e 1 IJr 1 Pontino, Susan From: Heidtmann &Sons <info@gfhbuild.com> Sent: Monday,January 27, 2025 8:34 AM To: Pontino, Susan Subject: Tower @ Old Mill Attachments: Tower-hand rail # 1.heic;Tower-hand rail #2.heic Good morning, Sue John Did a final inspection at the Tower at the Old Mill January 6th. Just to review his items listed: 1. BOH Final;�� y-this was submitted previously-as the Mill &Tower were approved on the same plan 2. Electrical Certificate: Wildwood Electric is compl ting the items from the final inspection 3. Insulation certificate: emailed to you Jan. 8th V/ 4. Plumber's certificate: emailed to you Jan. 8th -/ 5. Lastly-I've attached two photos of the hand rails to the attic storage-per John's request Thanks very much, Loretta Heidtmann&Sons, Inc. P.O. Box 932 Cutchogue,NY 11935 (631)734-7484 phone (631)734-5943 fax NOTICE:This e-mail and any attachments may contain confidential and proprietary information of the Heidtmann&Sons Inc.and maybe legally privileged.This e-mail is intended solely for the addressee.If you are not the addressee,dissemination,copying or other use of this a-mail or any of its content is strictly prohibited and may be unlawful.If you are not the intended recipient please inform the sender immediately and destroy the e-mail and any copies.Any views expressed in this message are those of the individual sender.No contract may be construed by this e-mail.Please advise immediately if you or your employer do not consent to Internet email for messages of this kind On Thu, 9 Jan 2025 at 07:03, Pontino, Susan <susan.pontinoPtown.southold.ny.us>wrote: I will, thank you. From: Heidtmann &Sons<info@gfhbuild.com> Sent:Wednesday,January 8, 2025 1:05 PM. To: Pontino,Susan<susan.pontino@town.southold.ny.us> Subject: Re:Tower @ Old Mill: Certificates Rocket Insulation,LLC(367) Job Number: 6973556 40 Haynes Court RONKONKOMA;NY 11779 Insulation Certificate Insulation is Installed In-the structure described below as follows: Work Area 'Item Installed Bags / Sq Feet 8.4'-x 200'SC15100C 1.5MIL Poly Crawispace Walls BASF Walltite Max Closed-Cell 2.84"R-21.00 Exterior Walls BASF Walltite Max Closed-Cell 2.84"R 21.00 Exterior Walls BASF Walltite Max Closed-Cell 2.84"R-21.00 Roof Rafters BASF Walltite Max Closed-Cell 2.84"R-21.00 1st Floor Ceiling BASF Walltite Max Closed-Cell 2.84"R-21.00 Rear Overhang BASF Walltite Max Closed-Cell 5.35"R-38.00 Foam Seal Door.And Windows CF812 Foam Sealant Fire Caulking Intumescent 814,Rockwool FS-ONE Max Firestop Sealant(20 oz.Fail) R-19 16"x 96"-Unfaced-Metal framing Flberglass blow has no settling factor for R-values Job Name: 5775 W Mill RdMattituck,NY 11952 Job Address. 5775 W Mill Rd MATTITUCK,NY 11952 ?ewer (3 ; /��15 Date Completed: S/---3,d "2 Insulation By: Jae f, l 1A, • D E C E 0 V E JAN - 8 2025 Bullding Department Town of Southold FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) H ------------------------------------ v' C FOUNDATION (2ND) r , z S o � � ROUGH FRAMING& 1 r` PLUMBING r INSULATION PER N.Y. — STATE ENERGY CODE 1 UW D FINAL ADDITIONAL COMMENTS `1 8 . ��F a..al b P f-L •S0 rC c'�- /01 85:3 `T • -�2-a c da 2 G 7 �)o c AoK - a � � z cp- -46 0-4 z- x H x d b ;H 5.� =o�SUFFOLkell TOWN OF SOUTHOLD—BUILDING DEPARTMENT w x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao� Telephone (631) 765-1802 Fax (631) 765-9502 hgps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDINf�lj IS For Office Use i PERMIT NO. Building Inspector: �J� JUN - 7 2023 Applications and forms must be filled out in their entirety. Incomplete IRT-,-r'_I G DinT applications will not be accepted. Where the Applicant is not the-owner,an Owner's Authorization form(Page 2)shall be completed. Date: 5-5-23 - OWNER(S) OF PROPERTY: Name:Anthony Martignetti SCTM#1000-106.00-06.00-004.001 Project Address:5670 W Mill Rd, Mattituck, NY 11952 Phone#:(g17) 535 - 3777 Email:martignetti@gmail.com Mailing Address:g East 92nd St, Apt 3, New York, NY 10128 CONTACT PERSON: Name:JM2 Architecture PC / Tyler Fox / John Mahler. Mailing Address:2410 North Ocean Ave. Suite 300, Farmingville, NY 11738 Phone#:631-320-3305 Email:Tyler@JM2Architecture.com DESIGN PROFESSIONAL INFORMATION: Name:John L. Mahler, AIA Mailing Address:2410 North Ocean Ave. Suite 300, Farmingville, NY 11738 Phone#:631-320-3305 Email: John@JM2Architecture.com CONTRACTOR INFORMATION: Name:Glenn Heidtmann, Heidtmann and Sons Inc Mailing Address: 7675 Cox Ln, Cutchogue, NY 11935 Phone#: (631)478-5218 Email: glenn.@gfhbuild.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ClAddition ZAlteration ®Repair ❑Demolition Estimated Cost of Project: ❑Other Minor interior alterations/repairs to existing detached tower structure. $ 50,000 Will the lot be re-graded? ❑Yes ONo Will excess fill be removed from premises? ❑Yes ®No I 1 PROPERTY INFORMATION Existing use of property: Storage and Office Intended use of propertyStorage and Office Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Marine 11 (M 11) this property? ❑Yes ©No IF YES, PROVIDE A COPY. _ ❑Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by . Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town-of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law:' Application Submitted By(print name):JM2 Architecture PC ®Auth rizedAgent ❑Owner Signature of Applicant: _ Date: STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Nam f individual signing contract)abov named, (S)he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this .� 0 day of 20 .09 02- 0 C) OSEPH TURNER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZA TION Registration No.OITU6392186 (Where the applicant is not the ow her Qualified in Suffolk Co My Commission Expires: 0 I Anthony Martignetti residing at 8 East 92nd St, Apt 3 New York, NY 10 128 do hereby authorize J M2 Arch itectu re PC to apply on my behalf to the Town of Southold Building Department for approval as described herein. DkVE 6-1 /9 Owner's Signature Date Anthony Martignetti Print Owner's Name \ 2 PROPERTY INFORMATION Existing use of property:Storage Intended use of property:Storage �Zoone� t or use district in which premises is situated: Are there any covenants and restrictions with respect to IVldl Ine I I (IVI I I) this property? .❑Yes ®No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.4S of the New York State Penal Law. Application Submitted By.(print name): ❑Authorized Agent downer Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) being duly sworn, deposes and says that(s)he.is the applicant (Name of individu signing contract) above named, (S)he is the Owner , (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are.true to the best of his/her knowledge and belief;and that the work will be performed-in the manner set forth in the application file therewith. Sworn before me this day of —�'�✓. , 20 Nota, UPH TURNER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZ ION ResstratlonNo.OlTU6392186 Qualified in Suffolk Cou y (Where the applicant is not the ow ry)Commission Expires: .d Anthony Martignetti residing at 8 East 92nd St, Apt 3 New York, NY 10128 do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Anthony Martignetti Print Owner's Name 2 gOFFt1(,� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y� y Town Hall Annex 54375 Main Road P. O. Box 41;179 Southold,NY 11971-0959 Telephone(631) 765-1802 hLtps://ww*.southoldtowM.gov Floodplain Development Permit Application PROPERTY INFORMATION: Flood Zone:AE FIRM Panel: SCTM# 1000-106-06-004.001 Address:5670 W Mill Rd city:Mattituck Zip: 11952 CONTACT PERSON: Name:John Mahler, AIA /JM2 Architecture Phone'#:631-320-3305 Mailing Address:2410 N Ocean Ave, Suite 300, Farmingville, NY 11738 PROJECT DESCRIPTION: Minor interior alterations/repairs to existing detached tower structure. SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity ❑ Residential(1 to 4 families) ❑New structure ❑ Residential(more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure 8 Non-residential ❑ Relocation of existing structure ❑ Elevated ❑ Addition to existing structure ❑ Flood proofed(attach certification) © Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park SECTION B: OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) 9 Other development not listed (specify): Minor interior alterations/repairs to existing detached tower structure. By signing below I agree to the terms and,conditions of this,permit and certify to the bestof myknowledge the information contained 'in this application is true and accurate. I understand that no work may start until�a permit,is issued'.The permit may be revoked if any false statements are made herein. If revoked;all work must cease until permit is re-issued. Development shall not be used or occupied 'until a Cert.of Compliance is issued'.The permit will expire if no work is commenced within one-yea r1of issuance.Other,permits may required to fulfill regulatory requirements.Applicant gives.consent to local authority or representative to,make reasonable inspections to verify compliance. Application Submitted By(print name):Tyler Fox / JM2 Architecture PC Signature of Applicant: Date:►5-rj 22�3 ® C _.`OwEIVE DECEIVED FOR INI L USE ONLY AUG 2023 JUL 2 S 2023 SITE PLAN USE DETERMINATION out oldlown Building Department Planning Board Initial Determination Town of Southold Date: -7 1z�23 Date Sent: 7J2B /Z 3 Project Name: Norih Fork -(-0 ie� Project Address:5p70 Wen+ M i I i ,Ewrl fi i( i Suffolk County Tax Map No.: 1000- lDlo - ! - o l Zoning District: MIET Request:_:n Prt — llkicaiinrn I7)Qn fxifk-i n )CC 5tr. I CLur-e-, ed r ry. (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) _ 1 Initial Determination as to whether use is permitted: yo-r i Ct orr. rea U I r Lrarr% 'Z.f-)A bay WvFd s�rudua a.n OLTES50ru It> re5-l-�uran 7I�R�i Initial Determination as to whether site plan is required: � �j t' �) M121 ("Pf-I r C v AA SignatureW Building Inspe o Planning Department(P.D.) Referral: 1 Z P.D. Date Received: 7 Date of Comment: / 1 1 J Comments: f� O rJQ 1j" (-a-C.Gn. t.I�c�p� �I a, J7 .1 ` �avi- A-e. 1 P1 i-c A i'l of ti i is c I o t.I y L1 I f-o[i e�'F'C. 1 L.l A �Z mew G�d A; I r-c. at -f w is a 12 { Signature of Planning Dept. Staff RArewer Final Determination Date:_J_J Decision: Signature of Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 15, 2023 TO: North Fork Project LLC 10020 Old Sound Ave Mattituck,NY 11952 Please take notice that your application dated June 7, 2023: For permit: to construct interior alterations to an existing non-habitable accessory tower structure to be used as conditioned, habitable space with storage, including a conditioned third story at: Location of property: 5670 West Mill Road, Mattituck,NY County Tax Map No. 1000 - Section 106 Block 6 Lot 4_1 Is returned herewith and disapproved on the following grounds: The proposed use as conditioned, habitable space with storage, in this existing non- conforming building with a non-conforming use, is not permitted pursuant to Article XXIII 280-121. In addition, the proposed use to create a conditioned,habitable third story in an existing third floor storage attic is not permitted pursuant to Attachment 4, Bulk Schedule for MII, which allows the maximum permitted stories at 2 stories. JaKg:�A Authorize ignature CJ Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. l FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 15, 2023 Amended: October 4,2023 TO: North Fork Project LLC 10020 Old Sound Ave Mattituck,NY 11952 Please take.notic6 that your application dated June 7, 2023: For permit: to construct interior alterations to an existing non-habitable accessory tower structure to be used as conditioned, habitable space with storage. Location of property: 5670 West Mill Road, Mattituck,NY County Tax Map No. 1000 - Section 106 Block 6 Lot 4_1 Is returned herewith and disapproved on the following grounds: The proposed use as conditioned,habitable space with storage, in this existing non- conforming building with a non-conforming use, is not permitted pursuant to Article XXIII 280-121. AuthorizeNsignature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. , BOARD MEMBERS ��OF S yO Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora bc Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento yCOUM`1,� Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS W 6 9:0_I A VVI TOWN OF SOUTHOLD MAR 2 5 2024 Tel. (631)765-1809 9W �✓ Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF MARCH 21,2024 ZBA FILE No.: #7859 NAME OF APPLICANT: North Fork Project LLC PROPERTY LOCATION: 5775 W Mill Road, Mattituck SCTM No. 1000-106-6-4.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated October 26,2023 stating that this application is,considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 3, 2024. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property consists of a 10,010 sq.ft."L"shaped elongated parcel located in the M11 Zoning District. The parcel is adjacent to and accessory to the Old Mill Inn parcel located to the north and east,with a town road"Mill Road"running through it. The parcel is currently,improved with the as-built accessory storage garage, and a two-story tower structure that is legally existing as per Certificate of Occupancy #39387,as a non-habitable storage building.This structure has historically been accessory to the restaurant and used for storage. It also contains the sanitary system for the Old Mill.Additionally, if it weren't for the public road,these two properties would be one.This property is so unique that the water and sanitary system are located on the subject property and services the restaurant across the street. There would be no practical use for the tower except as an accessory to the main building(Old Mill Inn)on the adjacent property. Additionally,there is a 764 sq. ft.easement area that provides the sole access to Strong's Marina on the neighboring property to the south. All as shown on the Survey prepared by Nathan Taft Corwin 1II, L.S., last revised June 2, 2021. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-121; and the Building Inspector's August 15,2023, Amended October 4,2023 Notice of Disapproval based on an application for a permit to construct interior alterations to an existing non-habitable accessory tower structure to be used as conditioned Page 2,March 21,2024 #7859 North Fork Project—Tower SCTM No. 1000-106-6-4.1 habitable space with storage;at 1)proposed use as conditioned,habitable space is not permitted; located at 5670 West Mill Road,(Adj.to Mattituck Creek)Mattituck,NY. SCTM No. 1000-10&6-4.1 RELIEF REQUESTED: The applicant requests a variance pursuant to Town Law§280-121 to use as conditioned, office space with storage,in this existing non-conforming building with a non-conforming use,which is not a permitted use in the MII Zoning District without a primary principal use on the subject parcel ADDITIONAL INFORMATION: During the January 4,2024 public hearing,the applicant's agent described the proposed use of the building as using the first floor for cold walk-in food storage for the restaurant,and the second floor for an office use,with the attic being storage for dry goods. The proposed office is to be used for restaurant staff only consisting'of the owner,bookkeeper,and other restaurant employees that might normally use office space.This space is small and constrained in.size. The Board acknowledged that a full bathroom is located in the Tower and applicant agreed to remove the existing shower as only a half bath is needed for an office. The Board questioned the need for the proposed office to be located in the tower instead of the principal restaurant building because the Board has not historically granted the non-permitted use of offices in accessory structures. However, because of the uniqueness of this very small parcel and its historic interdependent use with the restaurant parcel,the Board considered it. Also at the hearing,the Board asked and the applicant agreed to file Covenants and Restrictions with the Suffolk County Clerk,that legally recognize the interdependent use of Suffolk County Tax Map Nos. 1000-106-6-3 and 1000-106-6-4.1,which cannot be merged because they are separated by a town road. Further, these Covenants would prevent the properties from being sold separately, in perpetuity. On January 18,2024,the Board unanimously voted to reopen the public hearing. This gave the Board the opportunity to further clarify the need for the office in the Tower as opposed to being located somewhere in the main restaurant building. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a-public hearing on this application on January 4,2024 and March 7, 2024 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: i 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The relief requested is for interior changes which will have no effect on the character of the neighborhood. The parcel is and always has been an extension of the Old Mill Inn parcel and the structures thereon have served as accessories to the principal restaurant use for decades.The Old Mill is an iconic institution which is unique in its history, location and use. The applicant received variance relief from this Board to renovate and restore the Old Mill Inn Restaurant(ZBA#7573 dated December 16,2021)which,together with this subject parcel, have been an integral part of the character of the surrounding neighborhood for over a century. 2. Town Law U67-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method,feasible for the applicant to pursue,other than an area variance. A review of the Permitted Uses in the MII Zoning District and the applicable bulk schedule requirements confirms that it is impossible for the applicant to construct,any of the permitted uses on this heavily constrained, substandard parcel. The bulk schedule requires 80,000 sq. ft. for each use, lot depth of 150 feet, and a 35-foot front yard setback for each use. There is simply no room for a Marina,and other mariculture operations. 3. Town Law 4267-b(3)(b)(3). The variance granted herein are mathematically substantial, representing 100% relief from the code. However, this parcel (Lot 4.1) is for all intents and purposes accessory to the main Old Mill Page 3,March 21,2024 #7859 Notth Fork Project—Tower SCTM No. 1000-106-6-4.1 parcel(Lot 3)across the street and the restaurant in turn serves as the principal structure for Lot 4.1. Moreover, as the ZBA determined in 1967,the hardship created is unique to this constrained parcel and would not be shared by any other properties in the vicinity. Additionally, an office is a standard use that is incidental and accessory to a principal restaurant use. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions of this board. _ 5. Town Law 6267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect-and it is presumed that-the applicant had actual or constructive knowledge of-the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. The restaurant parcel and the subject parcel have always been used in their entirety in conjunction with each other. The evidence presented established that an accessory tower structure had been in existence on the subject parcel for decades providing storage space for the restaurant's operations. The historic use of the structure as accessory to the Old ` Mill Inn restaurant operations is evidenced in past tax records dating back to 1967. The existing tower building pre-dates zoning and has been on the subject property for years before the tax records initially recorded it. The Board finds that the applicant could reasonably conclude that these structures were1egally existing accessory structures based on the prior approvals granted. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an office and storage use while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. f, RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Lehnert,seconded by-Member Weisman(Chairperson),and duly carried,to GRANT the variance as applied for and shown on the survey by Nathan Taft Corwin III Land Surveyor,dated June 2,2021,and the Architectural Plans prepared by John Lee Mahler,Architect, last revised September 25,2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall file a Declaration of Covenants and Restrictions, recorded with the Clerk of Suffolk County,stating that the two parcels,SCTM`Nos. 1000-106-4-3 and 1000-106-6-4.1,will be used and sold as one parcel. These Covenants are subject to Southold Town Attorney approval. 2. The office shall be used by the restaurant owner,manager,bookkeeper and designated restaurant employees only. ' 3. The existing shower shall be removed and only a half bath is permitted in the tower building. 4. There shall be no cooking or sleeping in the tower building. 5. The tower attic shall be used for storage only as proposed This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 4,March 21,2024 #7859 North Fork Project—Tower SCTM No. 1000-106-6-4.1 IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations,extensions,demolitions, or demolitions exceeding the scope of the reliefgranted herein, are not authorized under this application when involving nonconformides under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Planamento,Acampora,and Lehnert. (5-0) L slie Kanes Weisman,Chairperson Approved for filing &/,Z� /2024 QS� Fj��oG BUILDING DEPARTMENT- Electrical Inspector Off'" TOWN OF SOUTHOLD S Town Hall Annex- 54375 Main Road - PO Box 1179 va ' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 -` jamesh(cDsoutholdtownny.gov — seandasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: 6/20/24 Company Name: Wildwood Electric Inc. Electrician's.Name: Ralph Passantino Jr. License No.: 4836-ME Elec. email:ralphjr@wildwoodelectric.com Elec. Phone No: 631-236-2211 01 request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point, NY. 11778 JOB SITE INFORMATION (All Information Required) Name: Old Mill Inn ( Tower ) Address: jrd 7® West Mill Road, Mattituck, NY. 11952 Cross Street: Phone No.: 917-535-3777 Bldg.Permit#: jna;ft3;'Z8 email: martignetti@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): -Tzy�-C' Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ 'YES ❑� NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION , fp BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 � ► ,�©� Telephone (631.) 765-1802 - FAX (631) 765-9502 iamesh(cD-southoldtownny.gov - seand(a).southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6420/24 Company Name: Wildwood Electric Inc. Electrician's Name: Ralph Passantino Jr. License No.: 4836-ME El6c. email: ralphjr@wildwoodelectric.com Elec. Phone No: 631-236-2211 D I request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point, NY. 11778 JOB SITE INFORMATION (All Information Required) r Name: Old Mill Inn ( Tower ) Address: 3�76 West Mill Road, Mattituck, NY. 11952 Cross Street: Phone No.: 917-535-3777 Bldg.Permit#: 5-6 e ZIR email: martignetti@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES 0 NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ 'YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground[-]overhead # Underground Laterals D 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION -t131-2-4 �� c �t� ZqI PERMIT# Address: Switches to Outlets-R-4 Ttt+`-'� GFI's Surface Sconces H H's UC Lts Fridge HWn4cte�5 POOL Fans Mini Fr. WAD PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon �' Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower U l� Service Amps 0j) Have Used Sub Amps Have Used Comments qC) AMP ACOL .4�"vY��.�c .a`^!0`r•:. r.yiil!`u••:. .l -r6Y' ..r. � �`<S`-.-,. - ::'i-•-•o��.• -•Yo-.c.�.�— •y Ilo�i9iop:."•. _ -, ',.�yoi oleo$°°.., . y,l/l e9,f�•.'_ . ,Ils°•y�,'�.,.. .� - —•yiio io9'•.D lile 110�. •• :'"''ill °r3 •, " ,�� -�':lSi't1'A°.<"G,",.4LY."J?'1T2;�'S"d'^>V.ti'kV�y,::;t"bRSS}'Fr'JJ•� •k4":iYu'VVniWt'2^�e'1S;t�,fk.4'«°LS'�1'.b"`1:•W�`,SSIE4s'd`d,S'�7.Y3'J:�:1L`df1tE�S.L�Vh`+s.^.JFt'4Q'6'w^.'k'.bw:Gn4:Lw'�+`-3uYn07.�lYt;Aw'£"k_'n9:1.^.;4'JV'✓d'd"k`!S'V',3:U':�`�y"�� t ✓- i BOARD OF SOUTHOLD TOWN TRUSTEES ; SOUTHOLD,NEW YORK , PERMIT NO.9956 DATE: JULY 14,2021 !� ISSUED TO: THE NORTH FORK PROJECT,LLC c/o ANTHONY MARTIGNETTI, y • MEMBER PROPERTY ADDRESS: 5670 WEST MILL ROAD,MATTITUCK 1 SCTM#1000-106-6-4.1 ,yl AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 14, 2021, and in ' consideration of application fee in the sum of$250.00 paid by The North Fork Project.LLC and subject to the ' Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits s s the following: Wetland Permit to remove and replace in-place approximately 56 linear feet of existing timber =� bulkhead with vinyl bulkhead,and backfill with approximately 25 cubic yards of clean sandy fill to be trucked in from an approved upland source;temporarily remove and reset a •;�;•� PP P � P Y - .. L. approximately 16 linear feet of existing stone armor adjacent to bulkhead during bulkhead replacement;and replace existing wood tie planter wall landward of bulkhead if/as needed;and a.g, as depicted on the site plan prepared by En-Consultants,dated June 1,2021 and stamped ' approved on July 14,2021. TIN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 14th day of July,2021. l ti • e `` J ;°�� N( luuNru��i ytuwnVJw�'ClillNrNit'r'uvi.4�iiJti'utwu.i�Ftaivr.FJi5'vr 1 7�vrmKta7»YhcN7ui°`driJU.i�.�4:�...StL'[.:1h7�'6sf�t�.frwsl�:w,.rn^�1�J.L::[M,.CL.�r..�7Xun-S�.Yu'u1d�'�f��_1�11..J.�LG..-evYSF::t�bin.rnSF�u.n ~� �•i _ `r �:"� :e: ;:�..• :/� IHO,.r eQ�/l 1;1;.'••.' ••�'9,e 1 e;.•` ..�I�/ leg,' .c:! 3,w,_.4�y/11 II,N = 0 � v;r °.e«r°.•f• •�<:'.:.u�.. -16-L..�- _ Glenn Goldsmith,President fie Qf So!/,y Town Hall Annex A.Nicholas Krupski,Vice President ��V� ol® 54375 Route 25 P.O. Box 1179 Eric Sepenoski l Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 c®UNTV,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 9 2158 C Date: July 19, 2024 THIS CERTIFIES that the removal and replacement in=place o approximate`ly 56 linear feet of - existing timber bulkhead with vinyl bulkhead and backfill with approximately 25 cubic yards of clean sandy fill to be trucked in from an approved upland source;temporary removal and reset of approximately 16 linear feet of existing-stone armor adjacent to bulkhead during bulkhead replacement: and replacement of existing wood tie planter wall landward of bulkhead if/as needed, At 5670 West Mill Road,Mattituck Suffolk County Tax Map#1000-106-4-4.1 )b(o'� y • I Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 4, 2021 pursuant to which Trustees Wetland Permit#9956 Dated July 14,2021,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal and solacement in-place of approximately56 linear feet of existing timber bulkhead with vinyl bulkhead,and backfill with approximately 25 cubic yards of clean sandy fill to be trucked in from an approved upland source: temporary removai-and'keset of approximately 16 iineaf"feet-of existing�-51011d:ah1r-ot adjacent to-bulldheaell during bulkhead,replacement,and replacement of existing wood tie planter wall landward of bulkhead if/as needed. The certificate is issued to THE NORTH FORK PROJECT LLC c/o ANTHONY MARTIGNETTI MEMBER owners of the aforesaid property. 9 Authorized Signature J U L 2 6 2024 Building Department Town of Southold NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ',A^^^A 263528632 HEIDTMANN&SONS INC PO BOX 932 CUTCHOGUE NY 11935 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER 5670 W MILL ROAD HEIDTMANN&SONS INC TOWN OF SOUTHOLD PO BOX 932 54375 MAIN ROAD CUTCHOGUE NY 11935 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12206 943-9 287741 05/03/2023 TO 05/03/2024 5/08/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2206 943-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. GLENN F HEIDTMANN JR, PRES& JEFFREY W HEIDTMANN,VP OF HEIDTMANN&SONS INC (TWO PERSON CORP) 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. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 15 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 721243931 11-9F A YORK workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured HEIDTMANN AND SONS INC. 7675 COX LANE 6317347484 CUTCHOGUE, NY 11935 Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold Y P Y 54375 Main Road 3b.Policy Number of Entity Listed in Box"1a" Southold, NY 11971 64522-00 3c.Policy effective period 1/1/2014 to 3/8/2024 4. Policy provides the following benefits: Q A.Both disability and paid family leave benefits. 5.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: Q A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed.agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as desc' d above. ) Date Signed 3/10/2023 By 'C,l i (Signature of insurance carrier's authoriz d representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 513 of Part i has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS.licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to Issue this form. DB-120.1 (10-17) 111 DB-120.1 (10-17)iil�l� Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"1a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed 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 cancelled 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 coverage indicated on this Certificate. (These notices my 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 Disability and/or Paid Family'Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits 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 NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (10-17)Reverse DATE(MMDDNYYY) ACC> ® CERTIFICATE OF LIABILITY INSURANCE 03/10/2023 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 endorsement(s). PRODUCER CONTACT Christine Schuller NAME: AssuredPartners Northeast,LLC. Pn HONE.,o Exf: (631)465-4000 A/C No): 100 Baylis Road E-MAIL s: chris.schuller@assuredpartners.com ADDRE Suite 300 INSURER(S)AFFORDING COVERAGE NAIC q Melville NY 11747 INSURERA: Mesa Underwriters Specialty Insurance Co. 36838 INSURED INSURER B: State Insurance Fund-NY Heidtmann&Sons,Inc. INSURER C: Standard Security Life Ins.Co. P.O.BOX 932 INSURER D: INSURER E: Cutchogue NY 11935 INSURER F: COVERAGES CERTIFICATE NUMBER: '23-24` 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. XP TR TYPE OF INSURANCE INSD WVD POLICY NUMBER M ADDLISUBIR M DDYmYY MM%DDmY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 100,000 X Contractual Liability MED EXP(Any one person) $ 51000 A MP0082001006780 02/26/2023 02/26/2024 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2.000,000 POLICY� PRO ❑ LOC PRODUCTS-COMP/OPAGG $ 2,000,000 JECT OTHER: $ AUTOMOBILE LIABILITY MBINED SINGLE LIMIT(CEO,accident $ ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X STATUTE ERH AND EMPLOYERS'LIABILITY Y/N 100,000 B ANY PROPRIETOR/PARTNER/EXECUTIVE �. N/A 12206943-9 05/03/2022 05/03/2023 E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ NYS Disability C 64522-00 01/01/2023 01l01/2024 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Re:Project:5775 W.Mill Road,Mattituck,NY 11952. The following are included'as additional insured if required by written contract subject to the terms and conditions of the stated policies:The North Fork Project LLC,Anthony Martignetti,Town of Southold. General Liability coverage applies on a primary&non-contributory basis with a Waiver of Subrogation in favor of additional insured's CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Road AUTHORIZED REPRESENTATIVE Southold NY 11971 @ 1988-2015 ACORD CORPORATION. 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COW&FICUIL �� t,WMza z°ra:rv(BDOGPwACRE) CLIENT DRIVEN SOLUTIONS L \n P.W.GROSSER CONSULTING ENGINEER,'� ' !- � ._ ``-• _ AND HYDROGEOLOGIST,P.C. SS•• 5505 WEST MILL ROAD 630.0ch-Aw-Suf*7 SCTM#loonIVATE1 ENGINEER'S CERTIFICATION REQUIRED SITE B�rnl.•NY•1-(631) (IMPROVED 1 PRIVATE WELL) Papa:(m1)389679.FCC(611J SBSdIOy e,ealc IHFDPPWDRossER.cDM TS9 SUBMIT RE. OR R.A. CERTIFICATION . =NSULTANTS 7 FOR INSTALLATION AND CONSTRUCTION PROP E%TENSON.ATER N OF I/A OWTS,Abdandonment of Private Well,B Retaining Wall - VICINITY MAP SCALE: 1'=BOO' FOR FINAL APPROVAL- USE FORM WWM-073. D 500 1200 w� �\ SCALE: 1` = 600' 5775 WEST MILL ROAD 1 \JF• � SCTM#1000-106-6-2 AllGWABIE SANRARYROYY. lT� (IMPROVED W/PRIVATE WELL) SITEAREA-03HACRES GWA2rv=6WGPDfACRES �O PROP.SPLIT RAIL FENCE _ ALLOWABIESIiNfMRY ROW=0241 ACRES%60DGPDIACRE v3N8 GPD \AY ' GRANDFATHERFDSANITARY ROW PROP.4'DIA MANHOLE GRANDFATHERED DENSITY ROW CAWRATIONS-SCDHS RECORDS 15 EAST MILL ROAD BIDG AREA SAN Flow RATE 5780 WEST MILL ROAD ,y \ SCTM#1000-106-4-2 SANITARY Ow (GPD)SCTM#1000-106 6-13.4 'L ELL) Fis/ oFsys DsEA PROP.2DAFORCEMAIN (IMPROVED W/PRIVATE W oF NEWS, (IMPROVED W/PRIVATE WELL) ctp � \ CONNECTTO MST.FORCEMAIN 3p0� P O ps. \ FOR SANITARY WASTE RESTAURANT so LaO, SMOG RE %1 �t *t1DW t? •f>� A/•\\ Tot41 smaD Q� 90 .�0 \ \ \ a 6�A6$ £ O EXIST.GREASE PLANS UNDER REFRERENCE NUMBERCIDW411.ACCDRDI SCOH5 1992APPP0VED N TRAP TO REMAIN PROPOSED SANITARY ROW 16. IXIST.IO DW BY SS FtF.DEPTH � •- [\h, 3� O PROP.WATERLINE I LEACHING POOLTO REMAIN - a` - \ Jay.3O0„ - 00 y0 01,YrJ�2 V� (TYP OF 6) •BJ, - TY PROPOSED DENSITY ROW CAILU{A710NS-SCDHS STANWROS K' PROP.FUJI . KRCHEN/GREY •f 2Y'ne•1�"Y` PROP.6'OIA MANHOLE \ - t� BUXLAREA SAM.FLOW RATE WCHEN/GREY rCJJ AL - CONTROL PANEL ••]� SAAtITARYFIOW WA7ERfIDW 45 Jy ~ AND GLOWER ] USE (ATS/0ORIDE (GPD/SO,AT) (GPO) ItATE(GPDISO,Fr. WATERFLOW SEATS/o0F5UP5 GPD/SEAT) IGPD) OR GPD/SEAII Rertauranl ISI FI-I 4S SD 4m 20 970 y Rertaumn•2nd FI-1 14112 0 0 0 0 2 • c: J6. ! p0" £ 9 O�^ S.-al Its, 10 5.00 50.00 is 25.00 E PROP.700 GAL FUJI CLEAN J JL uT Sy Z'rt \1 Taml SIGAD - 9250E 5 TREATMENT UNIT-MODEL,CIT17 `s O '';a O N 6615 p1 m� . SAS O PROPOSED SAFDTARYFLOW-SDD.ODGPD a-r�vlsm CJlLtuunoe52NDanoR asnvn EXIST.SANITARY LINES TO PROP. ' O,s 55. •p rn 3ECON9 ROORARFA NClI1DFSE61PL0Yc'EPtiFJLS.M+INAGEfi50FFlCE CHANGOIGRDOMSA550CNTEDWRH'DrE 1 R6v6m rexuPwTmcArw'ECiaN o+m6ra MANHOLE TO BE REMOVED1 ti O_ RESTAURANT.SANITARY ROWFR04VTMESECOAm FLOOR G ACCOUNTED FOR INTHESE'ARRGQY THE FIRST ROOK RENSm PER6CDRS Ca.IUEHrs OUWrR (TY'P OF 2) kp , c EXIST.FORCEMAIN FOR SANITARY a•IrMIN _ :�•3tT,a �T �b Sa I I1 BAG - WASTETOIXISTINGSEPrnCTANK TS• �C6ee6'"9 O' TOBEREMOVED O SMIN 5A' t0A'� NI - ht,4 N00• GTALDET FLOW. GPD LT OLOIR021 EXIST.W DDL BY S LIQUID DEPTH MIN 1R \ O p BAG AS NOTED GREASE TRAP TO REMAIN 8.T 1 'a4 00 T 0 0i REWBiED.. E25GPDXIDAYFLOW-MSM O sM¢a F•� OLD MILL INN MUST.IV DUL BY 6'LIOUO DEPTH 7 V•0 11 SEPTICTANKTOREMNN IDH - t FASm1G OI�E DIeOv.eYsuOJm OEM GREASEIRAP•13t10mGN. '•\ \\ 5775 WEST MILL ROAD sMICratu"tDESIGN MATTITUCIC,MY 11952 { p" 80 EAST MILL ROAD TORLDESKNFLOW-MSGM �W „ 669 3po SCTM#100D-106-0-3 REDD00D: %?SGMX2DSYRGW-,50GAL OLD MILL INN _ 5 �5 BGSMG-. ONEII)IDDIABYSLICUDDEFrHSEPRGTMRv 3ADGAL PROP.FWICLEAN AIR LINE .� - FP -, ± 4••;-• (IMPROVED W/PRIVATE WELL) - 5102 WEST MILL ROAD PROP.ELECTRIC LINE 1- 10.T , ; DADWISDEBIGN SANITARY SYSTEM J 1111 TOTAL OESW FWW.S00D0 GPD.NJAX SEEBOSFlCPD-=AOGM' SCTM#1OOD-106-5-5 PROP20VENTTINE i q ` --BONFILrER '>•-� _ EASEMENT No. 1 REamtED: d22ADcw UPGRADES IMPROVED W/PRIVATE WELL PROVIDED, ONE IIFwI CLEAN TREATMENTUNIT•MMELCFM=700GAL. ( ) (SEE DETAIL) PROP.CONNECTION - O J -ii •. TO DOSTING SEPTIC - !=• , TANK W1 CLEANOUT -� - _ SANITARYLFJICMNG POOL DESIGN 5775 WEST MILL ROAD EDOsr.t a 2 S7oav mrAL 7EswNnav=I.caGPa•Iaax ssE4DsHGPD=tAR.c1Gw• MATT(TUCK.TOWN OF SOUTHOLD STORAGE BUILDING W/ - 1 '�=• SUFFOLK COUNTY,NEW YORK NOBASEMFNTTO O :'1- ENSTNfD, fAtE10 GP0715GPD5Fv9N515F REMAIN h7 EXIST.PROPANE TANK TO E7USTWG SI%(61.10'dA BY SSFFF.OEPMLEAt70N6P°0.4=t,OIBASF FFE-13.5 Y,�L ' ' - IDU0.106dJ&4.1 TIS?102 BEREMOVED EXIST.T DIA.FORCEMAIN FOR i LJ •PAS»raRAmrtoNN.rtawFwuEasr.stau�IweDNc C SANITARY WASTE TO REMAIN '? { I 3 ` N PROP,4'BCB EXIST.T DLk FORCEMAIN OR KITCHEN WASTE TO REMAIN Vs ' EXIST.DUPLIX PUMP po w OVERALL STATION TO REMAIN 665� , 'AP i Revised PlanAJ>praved (TYP OF 2) N• __-,' N SITE - � 1 � - Ot� fj��L,y BD/ROTS Water l•na fflwt be inA ct the 1 r ' , PLAN SORolk Conn Do t.of Heal s m.s. a call 1631)852-5754.4E um In s s+tieromrlkpNiemldHwrAs- r adKartm,to schedule Inl etion(F)• AFPmnl fa Oamtm":m•odmTA.eslvsk N,at¢ ,,,,,,,,M, OVERALL SITE PLAN EASEMENT No. 2 = • p �DOONNEDTOBE pst rKo a2lmTa D;Evm. rAttA /� 1 1 613.7 , LYe)aswP...vrPewuusv.•ra.a®ACb4�MN ` - ■ O ■ (SEE DETAIL) 5 64'OS'20" Y/ TE.-TD,,..vl d Mdbrp,ar4 wESuE,A1 v F SCALE 1'=20' 1. ELL ROPOS ewm.orA o N.am J<rti Am da we q n.>u a_a I 0 20 40 1. ALLTN®05EDPPTYJTOEEPD50&1r. YASIF IIHA1FD. m�L w~druc�ravueaiw u 1 N b 0 2 EXIST.ISTORY FRAME z sAmatnsrsTEBNMUEEBsruLEDN DSIHIKAa m1v�r 2 CIARAsm6RErAnRprtMa .a.w v,ma mxn.,n,uG.pA:.sak 31! SCALE'.1'=20' ON BATHROOTO OM NO FLOW 1 NLFttVAiRMA1�NNAVOBE meGa..vnw,P.andlr.an.aE.u.o.p,m..vnTN,.PPnvl 1 2 ( a MPROPOam STOIWCRAMWI1RT1100AIIL• EAV1fARY egb,.APnr.Ran n,wwm dme,ackv.nm4d or rnv.'d '[� PRODUCED) ssiEALDaTssal.aRxlSEstaAT10NRWs PVNAWSMYEY Far%atAIXW rRDYPWIBYA.THAN MPr^•4 •D n / TLS2102 ft TAFTIxIR,W1DlAID EIW4:YOLiHiFOAAYmSmE. cp �� J :NEAREST ,CROSSROAD: NAUGLE I j DRI,VE _ t600 LF. ^ .• SCWA M?.IN• s�k Pmc 1 - •�,_ „ I CLIENT DRIVEN SOLUTIONS l' P.W.GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST,P.C. 5505 WEST MILL ROAD SCTM#100D-1o6-6-1 '1 �S� ' SITE �,Ia18a�a;F.O„mvs>wm (IMPROVED W!PRIVATE WELL) 1 J U N - 5 2024 .'1• / CONSULTANTS NDD@PNERDSXRCDR Building Department VICINITY MAP �\ SCALE:1'=S. 600' To wn of SOuthold ° SCALE 1'—600' T \ MS WEST MILL ROAD (IMPROVE WIPRIVATEWELL) OvQJ 1 cDtAM1WAiOLE 1 v 5780 WEST MILL ROAD ,p +'�; SCTM#1000-ROAD 8CTM1#1ODD-106-6.13.4 sOTMa 1000.106-4-z �� D 1K COUNTY DEPARTMENT OF HEALTH SERVICES (IMPROVED W/PRIVATE WELL) 1t& •+•' E�rBTeD� rEw.FORCEx.NN mxxeer (IMPRovED wi PRnrgTE wELL)SUFFO_ , 00+�.. ��BD TD E%ISi.FCR�NAM FOR p 'P. f `�� yYp o sw ARrvusre APPROVAL OF CONSTRUCTED WORKS 6656 e u DATE 1/24/2024 H. F.af No C-21-0373 �,�s��-v Nw EEMT.1Tw Ic6wa' 4 l \;�-iE _ �,.`y?j:.� ''"\-\ t4.�\ "'/�i�n•��o ya The sewage disposa:and v a:ei supply fauites .EM1 7 \ �, oo• _,; ,4 "% o� at this locaucr,have been inspected anclor ;q�•r '• �`°��-,3 9 Certified by th is cePartrt:ntorothera9ences TroGaLFun uEnrr 1s"lyres e� a TRFATYExfIMR-agOEL co", ,�' \ ' -• � �/:�: )� ' '.\('^•,G:• l`ti..•T .♦ �-'"'"�� ¢: //��; �j and`ound m De satlsfancry, . \�� , ��sz! = •I' .~ i' \.� •oo CRPJG Y>NEPPER P.E..CHIEF / `•\\ •tea,• s• r',:j��\-' �y i mo 6 +x OFFICE OF�ASTE\4ATER PN.N EMENT ' A: •o ..p !� r F OIGpRFAA5BE IRM 0 �`. •,, ' N!- / S f\ 1 �1r i \ WTfRIpitim LT / IU>MDll REIDCRIEDEKI5T.1Og0.BY6' 'pw?w O D• �3• •.\ t' 10- LICUIODEMSEMCTAKK •G �' �•�' \ ,p 1 '. �p 0�` y��t SCRIO YA6tpGW ail BAO -- wS NOTCO ' �• -•.• V\ C' Yy G36SSLDiwffA OaUo160R ud195i OLDNILLINN ' ST75 WEST MILL ROAD ~ _ .6-'3': ;`, maDwct»1anDT �nsAaKt NArnrucKNrttess O O.,I, ..� \' 1 Yy T{ �.00' S80 CTM#1MILL ROAD GNL¢F mrcxtmrma0E7 �� ,,Y�. �f°,•,_ ..�I�`. 5 e�53�0 scTM#,000•,o6-a-3 OLD MILL INN (IMPROVED WJ PRIVATE WELL) 5102 WEST MILL ROAD >' -1 Ql•J� -' EASEMENT No. 1 - p SANITARY SYSTEM SCTM#1000-,05-6-5 - (IMPROVED W!PRIVATE WELL) / •'aye a y } (SEE DETAIL) araueruRE A B UPGRADES n-Y -• , ^ C 1 SEPNC TRNKRD➢1 30F 1].O E°D5T.1ai5TORY5i4°AOE W. E10ST.f ODRESERVICE SEPTIC TANKRw12 9.0 1>.D [}1 gF I _ ='Q MAN10EW as m.0 5T75 WEST TALL ROAD BUaDDX•1YN08lSEMENT `5 sF p�y9 S/ t S R.EOY,aTER FOJICEM aaO l.tr FFE.135 AR 't1 YATIRUCIL TOWN OF5007NO1D s 1 -• d - .® WWNOLET S>.v a°,D SIIFFOLK COUNTY.NEWYORK FXISLr01A FQ°CEa1Alx FOR � I ` �/,•,�,. •, �:,•" � { WAiNdI REFWGERATOR _LW0.1FSaJ4l1 �� TLS>LtR SNOTARYYYSTE � `,1�LJ/ � �^ i •r • ENST.r pAFQtCE—MR W � • S NTOffNWAS1E c E W 6� { rATMOUPlE1IPUNP G� 2p0 L N"- , e N.eATER \ OVERALL = - mE FT7 � Y6 SITE PLAN '„ t AS BUILT OVERALL SITE PLAN EASEMENT No 2 M1n •: �y8,70' /� F� A SCALE:r=$0• (SEE DETAIL) S 86.08'20 1N uRu°Drs •' o • AS-10 1 +T aDNLA % 4R 0 2�0 40 >. E)USi.IS1CRf FRA1@GARAGE 1 � la SCALE:1'=20' PRODUCED) RODUC xOFLWY 1T551a .- •d n6D'" �• TLS2102 i3 I 1 � SURVEY OF PROPERTY SITUATE LOT AREA DATA MATTITUCK 2,780 sq. ft. UNDERWATER LOT AREA TOWN OF S O U T H O LD 0.064 S.C. TAX No. 2,049 sq.Oo.ff. UPLAND LOT AREA SUFFOLK COUNTY, NEW YORK 1000-106-06-03 0.047 c. 4,829 sq.aft. TOTAL LOT AREA S.C. TAX No. 1000-106-06-03 0.711 cc. S.C. TAX No. 1000-106-06-4.1 �.\ 100D-06 TAX N06-4.1 10�0.230 cc. ,(r SCALE 1"=20' VOo JULY 28, 2008 FEBRUARY 2,2017 ADD COVERAGE \\ MARCH 9.2018 ADD EASEMENT No. 1 MAY 8,crt� qEy� �O1 y4•9 MARCH25.2ADD UPDATEASEMES R�2 tn� JULY 15, 2020 ADD SPOT ELEVATION JUNE Y.021 0REVISEWLOT COVERAGE •(� \ JUNE 25,2024 FINAL SURVEY CERTIFIED T0: THE NORTH FORK PROJECT LLC SO b: 0 p1 OF ON TEs:- 1. FLOOD ZONE INFORMATION TAKEN FROM: �o �0., \ c \ +' w FLOOD INSURANCE RATE MAP No. 36103CO143 H _ yi, \ kq 00 Tf�s'1 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED �� L 0 �\ 66 5 58 �o 7� Un ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 1 o a OCP- <<'C ` / \' `O'er' ' \' S \ i� Oz. 1' 1141 , \ p ram. d x �\ 000�Nle ' �r �r v, /rn °" 665201 x EASEMENT No. 1 'o� f � ,0 \ d0 N 15 y \��\ SCALE 1"=20' 00 0. POINT OF t1 _o^� a BEGINNING NG /` t7 BE a :�:'::•AREA:_...1.365��eq.��H.:::�::•:. ... �:. •N O� z 6�950 1 9 $ F 3 Q • S • Y� Fes" • � Y '+r r a e,w . \ F G Y 1 \S �N G g � � -A• w �v s 5 0 0 i ►b M1}1 a y OAF \ # o'er r ;. �^+o VI e� Tae � �� ,1+ :•:::+°I6..-c•. � y5, :..:.::.�... S 7g6 g5 _ A .�•.:........... EASEMENT No. 1 c7 (SEE DETAIL) _ 10` 5/5t�Pp@ "# PREPARED IN ACCORDANCE 15/S�EMINA6 M `'�5 •••• ` FOR SUCK USE 9Y BY THE U THE TAM_ UNO S 11 YIUER -• 7RIE ASSOCYITION. c� N y„O ' ♦`tttutrtrrrrr EASEMENT No. 2 A o 1 "s ♦♦. EOFA,F SCALE 1"=20' i`m " c� ``,\pt t..T..,IYk''i E BEGIOF NNING 3` m :. Nw LA cc0.7 �• T `` �Qa• :::::.::....... o, 0 C ♦- QO � W i, ( P ♦ N.Y.S.Uc.No. 50467 ?ro ;?;•i:;::::. ,^ N 66A.69 �•Se o r emu. f�,,�, `L•CD. �j6�`t c 't�j i I + N:A ' 61 ITION J, GE �X sY, TION OR AW .^i:•:�.�..Y:ts:: -0' J. P '•lP UNAIRNORRID ALTERATION WArkR 17 TO 7NI5 SURVEY 6 A NOUDON OF Taft Corwin III �,� ALDER SECDCN 72W OF THE NEW TORN STATE Nath an.••:''•AREA•.•-••764•aq.-f1.� o C EDUCATION LAW. w ....,. . A �. DF,HS NAP Nor 6EARN0 Land Surveyor 1�•-•::. N r.� V YE1ER ::j'::..:.;'::.:...:.c. !0• THE VNO AIR+'EYOR'S INM&0T OR Guw M! gAL SfVi1 NOT RE CONSIDERED TO BE A+WAD TRUE COPY ,�.''•: ::.. .. �� OEITOTtG7g1a5 WDIGIID HEIIEON SHALL RUN Successor To:Stanley J.lecksen,Jr.L.S. .•.. ONLT TO TIC PERSON FOR MNOY THE SURVEY Joseph A Inge9no L.S. S::BW 2'."W •::::•-::••.•• :.. WELL ATTAL,��MLLR v��ys1�5 6 PRWMED.AND ON HIS DENAIF 70 THE 17.57, EASEMENT N o. 2 .•� •SpNAD F 68.7 0' YO TmE CONPAN..cOIW+NENTAE ACFN�Y Arro rua Surveys-subeivarOlLS - Site PlOns - ConsfrucUon Layout U7JTHE U6IONEES USIED ENDING.AND I TO THE ASSIGtffFS OF THE LENDING INm- Fox 631 727-1727 20" W TUDCN COMFIG,TMNS ARE NOT TRANSFIWBLF PHONE(631)727-2090 ( ) (SEE DETAIL) S 8408' vNJpTowN IwuHGADamss p1PjdER THE OOSTENCE OF RiFdR OF WAYS O 1586 LOCATED Road,AT AND/OR EASEMENTS OF RECORD,6 1566 Mein or P.O.Box 16 ANY,NOT SHOWN ARE NOT GUARANTEED. Jamesport,New York 1947 Jamesport,New YDAc 11947 JM2 122023 J4RCL[I IT ECTU RE PC f A;;=3 A-2 kk�TECTJ�.rZ 7,511,�.! 0Cf`UO..., 5t:T! Lm iF3?lj nlw_W. 17M EIS-IIC"*4=IX 7,x! ApF,,ca,,L: 4!' JI E I E-70 92,d 5-;r.3 11=6 ED ��J Arhtc, of P—�cod: �,:t.PC 2 0,�.c— 5"3-, '30 ZX5 Tower Attic 463 El �m 32W MEP En,3'vccr: 3- W 1 7-- D��F PJI TC c!M�,10. ------- F C?v.IU ti BE P-7 LAI:M REVIE =D Y4)�B I r x,1 DECISH N DATED: -A S2, FINA L 0 REVI E ,D I �0 C S D TED 5775 W Mill Rd IA ,,%>a-;to. M.;z fI,15T11c ------------------ ---------- 5 7 Mattituck. NY 1 1952 TOWER EA,r-T ELEVATION 5 TOWER NORTH MVATION �-j 091. Lift t Renovation 1/4" P-0, 114h '-0" 0. ZM 2 Tamer 5ccond floor-fn5brf� J cl- 114" 1 UG* M1 5.1--2CZ3 —?T;—nn, 'ZCft 14� ;TV_,I WF FLI.T I'D U�4c� f.-d a-11-2 v.11 1-'.)X MWT UCK 9-a= TO Dr" nm- U,51%-:Ili=0� .41 Bflv.n I".pvw� Yr D12F 51AU B-. t7.:E1 C.ml�z F1 Cf sErv.7-10� 2 or I t K r r I—TTFI-T.T El [D'I mc, 1 Tower Flan5 H I�,1� LaTk*m Uq,FAN TO E!-tkoIn. MIT; hi . 11,�L a,FM4c!c 61�1�!SWEVI TO WTO, XTV,1CX-%M,�;C'W3.0CC M' 202.NIZ I--------------I 5T<.:X-1,1 F.;R'U1 ------------------- 0,-"Fm Ell. D 14 V- Dl�IL- TOWER WET ELEVKI-ION I ovv-,r fir5t floo, -Ext5tmci TOWER 50UTh ELEVA71 ION 1/4" 00; !14' 1/4" 1'-()' "A,-'09: N A-1 00 II PROJECT DATA 1 �(j�J4�yr�//�r��j•�,,�� ,OwuuLWi.P/Amat7 bY119i2 JM2 - !, "AllllrV.•,y�� Of alfrOLDODUDI •GP%rj F100P.F007570RKZ b'FN fLOCROEF1�TMm O71'S107%!0.50N: :��,�`.S ,r �.�" G�'s�!5QBI52S555 RC ITEC7UREPc � O r��`,� SOPAG-S2 ��.t.-��y 1 11 �ILIECIPD R'JW RME) lA2 AY07ffECTLtE.PCAM 25'fAA'ALD51RC.P<ILY1 1 1 - # Il ¢SIPSfurSi7 PFy,,,: 2-IORCRm OL'AR AVERJ[ �* M1 11� ¢ T I fARMVGV2!ESUTE�11735 r11�. � I !1J°I� -,rtyI I iI63152033T5 PI6313zo3w7 1U�RD011 D:.N7AYB } 6 ' `�-1� EGRESS CALCULATIONS 17C`.AJyEftCi I I i� SIP 1f ill IWYO7SAr.-U-D.45 COT.=-'A'AY{OAM A¢A:`CLIM5TV' Avivy V�Y n/ 41►f�717 �� S.r AIf.S-AORUPAYS lT./ 191n 535.317 7_e I OR1;PA'!1 Architect of fiord: ` f 1� ' L --I- , ��, I ` \ {� OITC IDSCC.MAMA/E6R!55 hTDTn ICl7{f.RD F-.j4i.W I I735 SMLLBE A5IOLLa'S. (6311 320-33W 31!'Lv1.1YCm,ll)FAT W0VN7Ep ` 'd b7H N70(rt{11 EN fR0AD;D 5tfuctural Engineer: g I E2(IT- 3351biiAn; 1 _ I N:nlaiGa..Lf(�i20 _ TnC1rtBC SM437.3255 11U1E COUMOI:PAin C'fL L`51RAY11D5TA.L-100 1 _ MEP Engineer: 3555 Vm-e V>-m'hry.SM N' Tower Attic Egress 5 ;' -; �.�.: px"� •n,� Pa a�.S,Y I Irs T-10 wAAa1P.PY.. 630356-z176 :•i^ .irk, a: 5urveyor: m'Fs./- ' �•:. 'fie; .-. - AY�I.S/ It 17 a-... -'(e, � ru,,i'.. PmFa w.e - ��. • . . . . ,. . ^z ��... ., . .:;•�-„Ergo 5775 W MIII Rd Pmpa A-- ye= PR0?-IY 5775 W Mill Rd, Tower Second floor-Egress 4 ' Mattituck, NY 1 1952 3/8°= 1'-0° T-I 0 P'",=T,s Lift Renovation KEY MAP " N.T.S. Rcveas D.-D-iq- 03-:42022 O - RrxPa0- Oi.11.2Q2 GENERAL BUILDING NOTES ��D� OIrlw22 Psmeln'aNPOvo OS 1620P1 O I2 . U".00VG7PYRA9 C!RSVLY6L•fC7,A:I pVO6.'015 J:9CGWIKASCTI IC ASiIA RUORf A:,Y wRn•a�S°vss1g�ls9l4a,w WOb-2107-2M0222 OCCUFRVS. 2. . V5 . 1MDW1A IMANN0 % AU-U-LTT�O55r(t 1355mwz FEET WC11PAW--10 TIC AR CRTFA BEFORE PE0W,%GNnh AWNJRC IT,-dM--m5 fa<C- 0$12.2022 3 AL VAIE¢1Y5 RM CDUIRUCTION TO BE WORLI'M DN10TIIZ%k=SIALILN5DTIC7 ACCCROMU e131 ThE WUT WIT1O110'A57AI f-TT-i F« 09.2a.2m SFEUf1Ch110Ay. 4j�rgP Reexd pa0rt 1GI42022 <.1VPIIRN W196DA:S.'1RIL rAK PRECLDPJ�OVER5CAE0 D7XASi05 A1D CETAA IAAWItY50v[RS::ALL SGTL L7Alt'N55. LRSYGVAIED tivY� - 5Tr1¢5!PLBC WFROCM55 TO BECOIDU=III THE BUIDleThUt'AIL PRODeq AIRCONEAVNUE5VOC1 b'AYBCNILM15 TO T12 65e'9��•-�R'O"a 1621.2022 SPACE K=nCFR5D!ATS. - fus7l,ea OaAr�ra 111T2.2022 ¢gip G.ELEC7CCU RKUTAOE5,LIS'95 AID OAE;=2%MS41 C=Oe))T00005 EAVI1Y dFV04=. IEaecl RAa anEimrlbTnn GX5-9 d� 7.7DWITSMDOh7VLL BC nALYAWA¢a`AII)MI CRll TO ALL R(0AP3MMOr ThE OCaTATIO01 SAFM MD rLAL 2-1=.2023 Th Ns<dta0wrfa Perer 2-15d023 AA.I/LSTPAT6 L t.Ay ll1CA5ORF75B^:5f0 PREVENIF¢1" FKA1 Du7E CP ulY BU6AbG. Rend vd Pnocrs.lak.n S•17.2023 9 CONTW1lORMU5TC0lEPLYW1m APRt01ROWJRMIIG D.+JSIMCS#D PFOARD.VNr S'EtYS NOOE1M71065hw BE PfA1ATTE0[ACEPf 81' RenNd4ea d 62G2023 VIAV Qi O IYNREN AYfdOL'.0 OPTa111 E41MUi MPAQTVfK. 1-j ye it-!F°F-I Gi , SI�2073 P.FFOGSTATOR IQ ALCAD VATEPJAT5 D(M? nU P7O/ThE'5LFJFZT?ARM5WIW TRN&U.REa TOM An-DVEC 11*=E/a'1W.LDADTAK;F(R TIOUT5TO R STa2023 BERMIM AND�iE5 FR07M TOTICTO PJ 01 5CUMU 0 REOLIM F&JIt REQYD. S70RAGE 51TFD GENERAL NOTE5 OI 1. tR•d1oFSCURI0DDA7L]I17AVD[a 3105E 2 wRDOf DRM6 XAll BE PSm TOORAINK{SYSIEV MIn VJN.6'PA PVC5DR 35 nPE. 3. 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WDT6 No.: C-21-0373 x2 Na m-OGA2 DISAPPROVAL m55wimuT• if LD 5CA1P: bsdrAYd Tower First Floor-Egress 3 Shed Egress z AMENDMENT WIT N°• 3/8°= P-0° T-I 3/8°= I'0° T-I 0 3 A�'y'e a9i5 yo°r 100 7Jt_x d Rirud: 19.1a JM2 b` 3F+3F z 36.3E L Ex6na;9'uw.L•I;po'• RC ITECTUREP�: - aY :V2 RPLIIRY=PC ROCnafTTF F--'^ DirSTOPAG_,l 2ilO1Gp1p300 E �O1N Y•T EARV.4WLL 117W --} T i C313203305 PI G31.32C 3307 3G'+45' 36.3E 'M J5-°.R4!EIED OV TlOO'•PWa5 Applicant: A4 Vrgcu 5°a:92MS,./A3 R)R,0 I x.•roL NY IOIZB 517)535.3TT7 7•-s 12-1• �, Architect ofRecord: TI I I JV2 A. -PC WSinyW90D 2410Vva 0-- 4.5-3TA SwE EC15`. nEiuY t1000 fymr{vl<.NY 11735 Tower Attic 3 N r [ I6311320.3%5 1/4°= I'0° I0 5 J3n b Structural Engineer: FIOD 3•ve•c7 El 4555hw A.J5[0J437.3259 MEP Engineer: jE��I�,yca.p•,5c I 30,A& �I fXSTV,,.Y000 F7.Ala77 3555 Yc-aa Verca'IL+Y.Sfi V 10035-G-217l779 O IT PPC`J.LIIOA 16303_6.2176 SLwIDc4% 5701E"A\'En iv 1 I I AM7 MB45MM VALLJtY.'.5EFAN TO 5E R1"LV7 Sur�Cvunbi \��//J ;.1Th u°a3tr0"Toi 1556 V:r Rd. iGL•iP.00:l 5104E+5 I II I I � •�,� W 119i7 I r t63DTr.-2mo g O wCPOSD3FpDCR FXST0S AITC STA;Z to 9 F100 a P%td.Yrne ' c J -,A:9Jb5Wl 5670 W Mill Road gG070E0: 2IkDJN W51NG DES( P;.Ao- 36'.48 5670 W Mill Rd, E,�D aA��a,E 6 5-5TbAJtgO4AlD203Ci wu Mattituck, NY 11952 ExsTlw3sr,PJY1 � !~I(p TOWER EAST ELEVATION r5 TOWER NORTH ELEVATION 4 ProJm T,pe Renovation MOD DEL[ 1/4°= 1'-0" 10 I/4'= I'-0° 10 yy;Afv SbnJa 04.2&2023 ( Tower Second Floor-Exl5ting 2 N 1/4'= 1'-0" 10 fp'•..D.!EI7FWVA12 SLVAA4D 40 FLSD mff a M01.11E GINO GQJ011ESCINC='X*TTJ: 30.P15.7130.7' PU.°La WAM r.WFR1+C1 ifYAS.KfwRagiI la-la 37.31•.25' El MOVE L115TW'ftWA4D"Ar:E f DrEMVJG YAIh WOOD PAM90 n= — AS59 IYTDYAJolW %1 i MOATED RECIWC PAV`J. 6'0. b EY15TR.16 CW 5tOOK b 1l'Nx-01 ++ D15nNG[YTEPo040004 fE7A7PNGWPIt p.R SuCl X!7N- DITKE AV INSTPL ARCM .RVICZ..AVr SOOT AnE PA7PFRIT'D'JV2ANC"GCCTURf.P.C.AVr b REEW6DtATOR W5T1VGo0CP.SI OE DOOR IC9flia.'EWINJG UW7 WRZDUSECF TrTSEDOCT1VMS is V1 A 6YJ O NTTn PROP05®3O M81E DOOR _ 1{Xa11QV CF SFLMV 71095U5D.'W10N 2 CP TnE SY. F STATE;pXA➢ai WY, I nVMV5TA Ye �� D—Trt FJASTRIG i70tAU57 PN1705E RENCVED. r�—j JJ"D OnE9JC2WA15'IA'ASE P,tP.KID 1ATMA55!m.YTD AU1iQ1 Tower PIan5 NOIb 17057RG FiRW19T FM6T0 BE PEVOI:D.MD FYRP,L@ 1 �� tYN1SMkl9`_RAND 11'Ifi1 A:`.LU%Y TO VATCh . ', e e ii i 1 SCTVJ IM0106.000600-0Oi.WI BUIID?IG Na 5CW5 N°- G21.0373 A!2 N°- 2022-0641 - 2)511b. 7573 pA1E: 4232M3 MTNGWUJCRSTA%UP P-L-----------------------i ,----' ' SEAti S!GMTUTE: DiSGNFD er. ttI' -J --' _____________ C1RCJiD eY: !M' SCALE: IN=1-0 I I 0IW Nv -- Tower First Floor-ExlStlna _ I TOWER WE5T ELEVATION 7 TOWER 5OUTH ELEVATION 6 114"= P-O" -10 144= I'-On -10 1/4"= P-O' 10 A-1 00 PROJECT DATA VW11jC1, 5fc,;Oq 51CCT 101: OCC, JM2 7�SF .1grK. We.573-.W. RC ITECTUREpc O 3CCLp":1 W55 7 OVr'z 51;.7_4&t 5.2.51J51-is 5 5MD:5-YViD!5-2 :-A:t: 55 Rk%F: V2 'T�ARE� 0,3-* 0?,C,�CCtAN AVD.'� 25 MX,�ISTMC: CC Do OF AJR-, %G 5T.KC7 J KL'',0 REWJ K4 'AmOINOV"-F*3?Wy. .135 71 G3132033Gi I G31.320 3307 EGRESS CALCULATIONS Arrl,cant: aa t 17C 50J:R: t.- PER-,t t 0'T"'10111�1'4 I ,'t--- -012-—PI 'C'"13 55`C641t:'EtT 771:t2 iTRIC-A! .9.7i 535.377, Architect of Record: 3 C W 32- OCZ-a.;2 C=1.75 24 la,0\7 07'A.50 300-q',"'y 13,- 1 OCC�Iwr5, N Dl..: E.7 FFO�.VED %3!32-3 30. ,to= 5tructural Engineer: _Rx" E2!'1qr_ T 12tO514"CE5 4,�M-1�_ '401-;�NN-M-D C,CC320 W',H-10.QX'OF—Z 137-3259 5 OR 5 CC:j-AR11,VTn C:;e-Y-VAYALAL COViViOl:PA;0'EGAE55 uVfl 0 t u;C'=IDD MEP Engineer.' --C,,%:-q-6 )7C 3555 VV—11,. Tower Attic b rq5a r5 Q 135' 5urNeyor: e� A 1�.947 (G3?7?7.2M 5775 W Mill Rd 5775 W Mill Rd, Mattituck, NY 119 5 2 Tower Second floor-EqrC55 7m 316"= 1'-0' \��00' Lift Renovation N.T.5. KEY MAP M.T.-2Uz GENERAL BUILDING NOTES V OZil M22 _C2 22 2C12622 Tm�CoCtt O'AL_AtrC?,T1E-A,NG.1 45?T`31, 0=7A;:Cl i2 Z � 09 Dj-'R-V;CtTO "31_'C�?DCEED!;i11FA1r R- F .2-2C22 3 At,VA1jk5 C7"-C 5E.*DCR-Op;, 2022 F—R--o— 09-46. G. X, -'Af DR941, VV5' 0 5'C T�! 18 -AL.5?I.oml)c.l�.5t5-obF."JADCI--EDiN LDZWF'A�L?RODja-1RCO 74 _1-AT-,v`C -WJ�0 2622 _-;LTI OF RZ5 DW5 5�A,L TO CO35 1AVFXf�JA 5D'C11OKCar :.2023 C -CAL RE„'`A„. T 15-�mt AND Zr-,-,9, iP _-VT47-Cf T'-t CCCJ`P X%; _AA 0 0 F". Act F7:Ack,me-plp-0-4 5 172023 /\ _-_ 6 YD LOCK5 OR-A5TE*'!75 TO FR2.T:T Nf!Z5CAPZ?DM IN5 Of OF RX 5U01%, _11Aj EtFERIM. P - _;_arc_ GENERAL NOTES FORAGE 51'.ED 1. TO?,75CL,7nQXDAT�F,114AVD8d 2 �L�. �`V1% C 50 3'V�OCF DRk45 5-4'5f 3;05F 3, CC!:AC 10o V15:N;Ep1'!,G 1113?tClol A EA51-5,XR5-KOR-0 Yw 0.MX VrRI-Wj,�Ll": O.Wfc 11.5ftc-i �Elf 7RAMNG5 ARL AN 1N5_RL,%!X OF 5fWCF AND A2 [ED FD 70%Vq E4Djq-zR3 W YACIC:A7 A-7jCA% XNH 5J�'AR.-.�E FROFER7Y 0-W2 ARC"IEC-�R!.P.C,MY .W 7y - Etop, "--OF RAX .ZGE C=J�'KCY 5.2 U::AT.--41.0 C114.1--t AlA `7j R!,OX.05 1J,511TC5 5�.kl 5_ j.\Alj-.-OrZED U5-c OF--ttf D1_-jV1t1C5 51.ZA VCEki1ONOf 5FC-04 720-5',B-DV5-C%ZCc T-Z N.Y. y ,�ZrPE �2 k-RDV.-O 51T!'-AN.COWW`4CE�1-.1r7OF kWACT.Cj.OF-HE'Vat M-110JAPPRWIL 15 PRO-27EC -0 5TA-1 LIW. 6 ALL DiFING ZLEC.,4c.TEOrCN.ORr1e_f5.-.R%55r;L 5f Mt. -05ED OVER-I- -NG -f?JVA%tWT.XTRDVED 5,RIA-.IR,IL ,RC -0 5!PROV AS;IffRUVED 5C�RCE. L A� 7 ki Ztg, _ I 'DNCP R!:,c!0 Forz qD _ED FDR.,AND CUnT t'Z AGGREGA7,, - -C F:EO 15 1 C�Vt'j'CQ\CR!TP A5,R"A:_5- 'FCEPT ZfG151F 70., U PAR-3 R�D OR FFR%V_1!)Cxt_R1?_71C?.vll�OEI�X'ON ICADj C.,5R 5 MCE_� 0'! CF. Z7 63. '5CU7 4`17 V4N;Dt11j%-?Ar J-W'OR W.65 O..N 5A7:.G VEPAR7-Jf`:, Title Page OWS.C�XID.V.0 D'O-D.9,E, _VtZF%_.% 0 T,15 tr-r,:k 15 5A50 Ck A LLR01-1,fP-RfC 51iATMN-AF-CMM 11;-AN)56F.I.,_-YOR DA-D:Jl'2.;C; 5cV1;0x-10GD01C.ODM3000 C-21-073 JV2 hx: 2022-OW 5015 4�, Z 9/2512023 73 CATE. ato r. DISAPPROVAL 0, CH!CK!D 5y. _N1 5CA-I-:: Ai+caee DIVG N,,: Tower first Floor-Egre55 Shed E�rC55 AMENDMENT 318, 1 1-01, 3/8" 1--0" 1�u�OO -&J— 7A FN T-1 0 0 JM2 36 u RC ITECTUREpc 2z 0 t.OpTr CaAV AVE�-e 5.TA 300 'r E"'. M 1 G3 I 320,33O'V5 63�.32(323C7 7 L 3. 1[ 13 ft Applicant, p- 45 3.'3'' i`Ln 'GR va^-I.A� 3 Architect of Record: 2 'N2'•FC 241;%-(>.p-11-.'.y?73.5 00.- N'W Tower Attic r3-1� 5— (Q)32.-33C5 5tructurai Encjineer: 1/4" 1'-0"- !2te- 4W CCG32C %0143�7 3259 MEP Engineer: • 355i V-11-1,y.5- 25"" 3',45' Rw--A.V .779 �5`IVZ WOX F1,A11", f63'3i6 2.76 51-ir�eyor: 0 OR AL 5M'--H N 1h;5 W5V-C W-C, U 1727-20;2 1"04- A. (63 0C -cu"ROCY LX5':.G 5775 W Mill Rd KIM D-NG N F"-A..... 5775 W Mill Rd, 3Z VOCC�VIWD tr-nCR Mattituck, NY 11952 0 O`I_ A, TOWER EA5T ELEVATION TOWER NOP\Th ELEVATION Lift Renovation 114" 1'-0" 1/4" 1'-0" De-�L11.f.!Tj- 011 1022 04 2-2CH 07.20�C.22 Tower Second 1`100r-EX15tmi C- 09-',.2022 F-,- 09-2022 1/4' tLoy -C..-'21722 TEI1217-2-2 IT — 2022 2 F 2023 "71 -.3-WR"- 3 1 2G23 .7.'C' 3(43t.W IL_!�-� 6.26ZC73 A,c L'PLZZ[ "Zo A5H1'5-yTO1/%TC.M'IG 7 :x.5`%S CV.:ELM. F= $ "ME57 DRM'(35 ARE AN N5-LUV-N-CF A\C At k!-k1V 11 WAJ 04G 11 5jc'AR!-' FIRC)FIETY 0',112 ARC-IFC-'jC.-C A\y USE CF--H 7000M5-T5 5 IRA VOIX�!O%Of 5W-0A 720-%5-D16 G�2 C�T-N r �FfR GtPX7:)F, G:VCR 5-A,BE REft-El? OV-1AN, eP %V.T4 PR-=5,D N-MV 300< ;< TFT UCC!.'.314%*O�5M1.11 G5=A MCC AN-VCP-CO�5 GjIdJ5 CZ 3.y TO i7l WA.L 5 Sr 0- ATC.- II I '!C 4L- Tower Plans V NOTE:Ek1-1,NGtVAJ5-.rAN5'C BE REWCV.-D.AN'Ot.C!R10F, pI V.Aa 5tt�BE REft,,CED%%l-. A5Hk'a'.y VATCr 5C7W.0x 10940(36.=003=0 51-DIG N. I;L2 50-5 N.: C.;,.0373 JV2 1..: 2022' W, -57- wt. 92512023 SEAL:51G,%ATjRE 0--IGN[D 3- &5-1.GEx--Cw JCR 5W--V F3 --------- chbcl`!�By. L 1W 0 ELEVATION —T) Tower First fI00r-Existing TOW`fP\WEST If (_7 TOWER ELEVATION \"��0 1 0" \�-100, 39 0 0 1/4' 1-0" N A 5og2-3 Toad PROJECT DATA Architect of Record: ADDRESS: 5670 W MILL RD, MATTITUCK, NY 11552 SECTION BLOCK LOT: 1000-1 OG-00-06.00-004.001 i M2 ZONING: TOWN OF SOUTHOLD MARINE II (MII) USE: TOWER-GROUND FLOOR STORAGE,MAIN FLOOR OFFICE WITH DRY STORAGE ABOAP& m D M En T SHED-STORAGE p� R C I T E C T U R E P o 0CCUPANCY CLA55: TOWER-STORAGE 5-2,BU5INE55 B 0 12--2-4- OK SHED STORAGES 2 �•� O CONSTRUCTION CLA55: 5B(UNPROTECTED WOOD FRAME) NO -Peii JM2 ARCHITECTURE, PC SITE AREA: 0.341 ACRE ' < < 2410 NORTH OCEAN AVENUE 25 TRAVEL DISTANCE 100 30 TRAVEL DISTANCE 100 SCOPE OF WORK: EXISTING STRUCTURES TO REMAIN gm an as 4W mr co an an ® 41 5UITE300. _ o FARMINGVILLE, NY, 1 1735 _' Nv EGRES T 631.320.3305 _F 63`?3 1 OFFICE - 5 CA LC U LAT I 0 N 5 �-,� TOILETROOM OCCUPANCY B ATTIC STORAGE Applicant: 170 SQUARE FEET OCCUPANCY 5 2 AS PER TABLE 1004.5 OF THE 2020 NEW YORK STATE BUILDING CODE,OCCUPANCY LOADS ARE A5 FOLLOWS: Au o � 188 SQUARE FEET Anthony Martignetti 8 East 92nd St,Apt 3 TOWER STRUCTURE ,,1 ,-,- 5: • z New York,NY 10128 00 493 5F/ 150 SF/OCC = 3.29 OCCUPANTS=4 OCCUPANTS (917)535 3777 � i " T N SHED STRUCTURE Architect of Record: 310 SF/500 SF/OCC =0.G2 OCCUPANTS= I OCCUPANT JM2 Architecture,PC L _ _�_ J 2410 North Ocean Ave.Suite 300 ® ® � � IN ACCORDANCE W/SECTION 1005.3.2 OF THE NYSBC, MINIMUM EGRESS WIDTH REQUIRED SHALL BE A5 FOLLOWS: Farmingwlle,NY 11738 ® ® ® an Cis w an CJ__® � TOWER= 4 OCCUPANTS x 0,15 = 3'-0 MIN.WIDTH, (I)EXIT PROVIDED (631)320-3305 SHED= I OCCUPANT 0.15 = 3'-0""MIN.WIDTH, (1)EXIT PROVIDED MEP Engineer: � Emtec Consultin En meers DPC� TRAVEL DISTANCES 3555 Veterans Memorial Hwy,Suite M NON SPRINKLERED STRUCTURES Ronkonkoma, NY 11779 IN ACCORDANCE W/SECTION 1006.2.1 OF THE NYSBC: (631)35G-217G o B OR S OCCUPANCY WITH ONE EXIT-MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE= 100' i o Surveyor: Nathan Taft Corwin III 158G Main Road, Tower Attic Egress 3 James ort, NY 1 1947°'artitU'I;CrEeIC ip4 p 0 ....r;a' access S:te y (631)727-2090 Paa' II II P:1�ttit_cF , Dist,r ict p 4 Fort Wei ss Gree,hip TYP. ROOF CONSTRUCTION TYP, ROOF CONSTRUCTION ) ,rl,F,shk._lt?trn EPDM MEMBRANE # CEDAR SHINGLEW/CONT. RIDGE VENT �r+�U�fesv+ a "` 1s • 30#FELT 30#FELT �� fva • ICE�5N0W GUARD MEMBRANE ICE�SNOW GUARD MEMBRANE commercial Dock'y t Pro ect Name • 1/2"CDX PLYWD OR 055 SHEATHING 112"CDX PLYWD OR O5B SHEATHING X eM\'wa J • EX15ITNG 2x4 ROOF RAFTERS EX15ITNG 2x4 ROOF RAFTERS matutuck Inlet Ptlarina " 775"'Mill lod, LandcFou Garden Foundation �"1� • 3.5"CLOSED CELL SPRAY FOAM(R-21) 3.5"CLOSED CELL SPRAY FOAM(R-21) coopers Lc, rl, Rd' r Foundation T 5 6 0 W Mill Rd • " • " �J'Ck�L ^e'. lac Mattituck�Y17ei52 *�@ D 7 5I8 GYP. BD 518 GYP. BD • PERFORATED VINYL SOFFIT 0 PERFORATED VINYL SOFFIT TYP.EXTERIOR WALL CONSTRUCTION I or SUBJECT 4 Project Address • WOODEN SHAKE SIDING PROPERTY 5 670 W Mill Rd 15#BUILDING FELT �r� C:nof�?r Far.i„ � � 9 • I/2"EXTERIOR GRADE PLYWOOD SHEATHING U°• 3.5"CLOSED CELL SPRAY FOAM(R-21) Mattituck p • 2x4 WOOD STUDS AT 16"O.C. P ' , NY 11952 Tower Second Floor - Egress 2 112"GYPSUM BOARD 24"x40" 24"00" II I II T- 100 �aa Project Type 3/6 = I -0 TYP, INTERIOR WALLS c 1/2"GYPSUM WALL BOARD ON 2x4 �o °j VON � F- F rar,u Legalization INTERI0RCEILiNGS AND WALLS LIQUID PROPANE GA5 HOT WATER HEATER, BY NAVIEN m ) IV N .T.5. KEY MAP � Revisions DRY STORAGE LOFT SECTION DETAIL ADDED TO DRAWINGS 811124 GENERAL BUILDING TE NO 5 1.ALL WORK SHALL COMPLY WITH THE"2020 NEW YORK STATE CODE"AND ALL OTHER CODES OF ALL AUTHORITIES HAVING JURISDICTION. STORAGE 2. ALL SUB-CONTRACTORS SHALL CHECK,VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND REPORT ANY OCCUPANCY S 2 DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. 135 SQUARE FEET 3. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF A.S.T.M. SPECIFICATIONS. !0E] �,`< 4.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMEN51ON5 AND DETAIL DRAWINGS OVER SMALL SCALE DRAWINGS. 28"x 18"UNEXCAVATED ��P� 24"x40" 5.THERE SHALL BE NO PR0CE55E5 TO BE CONDUCTED IN THE BUILDING THAT WILL PRODUCE AIR CONTAMINATES WHICH MAY BE INJURIOUS TO THE SPACE F��\� i HEALTH OF RESIDENTS. EXISTING ATTIC STAIR G. ELECTRICAL RECEPTACLES, LIGHTS AND OTHER EQUIPMENT SHALL CONFORM TO CODES HAVING JURISDICTION. O N 7.TENANTS AND OWNERS SHALL BE FULLY AWARE OF AND CONFORM TO ALL REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. 8. NO LOCKS OR FASTENINGS TO PREVENT FREE ESCAPE FROM INSIDE OF ANY BUILDING, 9. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY TOILETROOM OFFICE WRITTEN APPROVAL OF TOWN BUILDING DEPARTMENT. _ I 10.ALL C*D MATERIALS EXPORTED FROM THE SUBJECT PARCEL SHALL BE TRAN51`ERR1D TO AN APPROVED NYSDEC FACILITY LOAD/TRANSFER TICKETS TO TYP. EXTERIOR WALL CONSTRUCTION BE RETAINED AND COPIES PROVIDED TO THE TOWN OF 5OUTH0LD IF REQUIRED FOR THE RECORD, TYP. FLOOR CONSTRUCTION WOODEN SHAKE 51DING 3/4"PLYWOOD 5UBFL00R GLUED AND 15#BUILDING FELT GENERAL NOTES SCREWED TO EX15ITNG FJ WITH 9"R-30 112"EXTERIOR GRADE PLYWOOD SHEATHING - GATT INSULATION (BLOCK ALL " 3.5 CLOSED CELL SPRAY FOAM(R-2 I) UN5UPP0RED EDGES " 2x6 WOOD TU AT 16 00 S DS O.C. I A TOWN OF SOUTHOLD DATUM NA VD VD 8 8 • 12"GYPSUM BOARD 2, ALL ROOF DRAINS,SHALL BE PIPED TO DRAINAGE SYSTEM WITH MIN, I 6 DIA. PVC 5DR 35 PIPE. 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 48 HOURS PRIORTO START OF ANY WORK,WORK PERFORMED WITHOUT INSPECTION SHALL BE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 CERTIFIED TO THE TOWN ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE." 4. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS. ALL UTILIT'E5 SHALL BE INSTALLED BELOW GRADE, SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY (-I I 5. PLACEMENT OF FILL, INSTALLATION OF RETAINING WALLS, DUMPING OF MATERIAL,EXCAVATION,MINING, OR SIMILAR DISTURBANCE OF LAND REQUIRES AN UNAUTHORIZED U5E OF THESE DOCUMENTS 15 IN A -III EXISTING EXHAUST FAN TO BE REMOVED, APPROVED 51TE PLAN.COMMENCEMENT OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL 15 PROHIBITED AND SUBJECT TO LEGAL ACTION. VIOLATION OF SECTION 7209 SUB DIVISION 2 OF THE N.Y. - LIQUID PROPANE GAS HOT 6. ALL EXISTING OR PROPOSED SUBSURFACE ELECTRIC,TELEPHONE OR CABLE SERVICES SHALL BE INSTALLED IN APPROPRIATE CONDUIT SLEEVES WHEN STATE EDUCATION LAW. _ WATER HEATER,BY NAVIEN AND EXTERIOR WALL SHALL BE REPLACED PERMANENT, IMPROVED SURFACES ARE PROPOSED OVER THE ROUTING PATH. WITH ASSEMBLY TO MATCH 7. ALL RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE(RCA)AND FILL MATERIALS ARE TO BE FROM AN APPROVED SOURCE, RECYCLED PORTLAND TYP. EXTERIOR WALL CONSTRUCTION CEMENT CONCRETE AGGREGATE IS TO BE CERTIFIED. DOCUMENTATION 15 TO BE PROVIDED SHOWING THAT THE MATERIAL OBTAINED IS FROM A NYSDEC Drawing Title WOODEN SHAKE SIDING I-I I REGISTERED OR PERMITTED CONSTRUCTION AND DEMOLITION(C*D)DEBRIS PROCESSING FACILITY A5 SPECIFIED IN SECTION 360-16.I OF GNYCRR PART 360, EXISTING DOOR SHALL BE REPLACED • 15#BUILDING FELT _� "SOLID WASTE MANAGEMENT FACILITIES-," • I/2"EXTERIOR GRADE PLYWOOD SHEATHINI� 1 1 ( III-III-III I I ( III III WITH PROPOSED 36"WIDE DOOR 8. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS, NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN Q • 3.5"CLOSED CELL SPRAY FOAM(R-21) I-I I a • I (-III III-III III III I I ( APPROVAL OF TOWN BUILDING DEPARTMENT. Title Pa 9 e • 2x6 WOOD STUDS AT I G"O.C. _ 9.THE SOUTHOLD SUBDIVISION AND LAND DEVELOPMENT REGULATIONS SHALL BE FOLLOWED. • I/2"GYPSUM BOARD -III 111-III III III-III I I (-III I I 1 TYP. FLOOR CONSTRUCTION 10.THIS 51TE PLAN 15 BASED ON A SURVEY PREPARED BY NATHAN TAFT CORWIN III LAND SURVEYOR DATED JUNE 2, 2021. _I_I I I III III III-III I I I_I I I III CONCRETE SLAB OVER COMPACTED FILL EXISTING EXTERIOR STAIRS UP I-III 1 I I-I 11-1 11 1 I I 1 I I 1 I I SCTM# 1000 106.00 06.00 003.000 BUILDING No: _I-I 11-I I I 1 I I I I 1=1 I 1=1 I 1EJ I 1=1 I I ° 5CDH5No.: C-21-0373 JM2 No: 2022-OG42 -III III-III III-III-III-III III III ° - - - -' °�, _1 II1-III III-III III III III III III II1=1 I 1 III III III III III PLANNING No: 7573 DATE: 811/24 _I I 1 III III-III II1=1 I 1=1 I MII1=_1 I I ° 1 I I-II1=1 I MIII-III-III III III- a _ SEAL f 51GNATURE: DESIGNED BY: TF _1 111-I I I 1 I Ml 11-1 I 1=1 I 1=1 I 1=1 I I 1 I 1=1 I I 1 I lEd I I-I I I 1 I 1 1 I 1-11 I I I I I I-1 I I- CHECKED BY: JM -1II-III 1I1=1II-IIJEJ I JEJ I J 1I 1I-1II 1II III 1II-1II-III_III _III-III _I ED ill-III-III-III-III-III III-III -III-III III III-III III III-I I I III-III- �,5 �4E y/,. SCALE: Asmdicated DWG No: Tower First Floor - Egress 1 Section 2 4 3/611 = 1 1_011 T- 100 T�I 00 3/QII = 1 I_011 �9TF 0�53945 y�Q` T- 1 F NEB Architect of Record: 4 T-1 00 J M 24"x40" 24"x40" o EXISTING SHINGLE ROOF RC ITECTUREPc 0 JM2 ARCHITECTURE, PC 4 DRY STORAGE 2410 NORTH OCEAN AVENUE T-100 � LOFT SUITE 300 FARM!NGVILLE 11738 T 631.320.3305 FI 631.320.3307 II 11 � Applicant: 36 x 48'I 24 x40I, ■ F-1 Anthony Martignetti o Ili N 3 New York,NY 10128 —__--� (917)535-3777 7'-6" 4" 121- I" - i- EXISTING wooD � Architect of Record: SHAKE FINISH JM2 Architecture,PC 2 2410 North Ocean Ave.Suite 300 farmqville, NY Tower Attic 3 N EXISTING WOOD (631)320-3305 n I738 = - 100 � SHAKE FINISH /4 I -0 u MEP Engineer: Emtec Consulting Engineers DPC A 100 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (631)356-2176 7'-6" 4" 4 12'-6" Surveyor: Nathan Taft Corwin III 28"x 18" 24"x40" 1586 Main Road, EXISTING WOOD FRAMED Jamesport,NY 11947 XUTILITY SINK O PROJECTION (63 I)727-2090 all /09� O _ EXISTING EXHAUST FAN TO BE REMOVED, STONE PAVERS AND EXTERIOR WALL SHALL BE REPLACED CV � it _ �''� _ ,' /r { � WITH ASSEMBLY TO MATCH i Ln X � (A-100 7 TOILETROOM OFFICE N �� I i 4 PROPOSED 36 DOOR 5 A 100 Project Name T-100 EXISTING ATTIC STAIR z � i J m � \ I - N 5670 W Mill Rd WOOD DECK I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - Project Address - - - - - 24"x40" 5670WMill Rd, 6 EXISTING WOOD FRAMED EXTERIOR LIMIT OF OVERHANG ABOVE EX151TNG 30 H RAIL WALL ASSEMBLY Mattituck, NY 11952 A-100 Project Type TOWER EA5T ELEVATION 5 TOWER NORTH ELEVATION 4 WOOD DECK 1-0II II -0I� Ioo I /4I Legalization 4 Revisions T-100 SECTION DETAIL ADDED TO DRAWINGS 7/30/24 Tower Second Floor - Existing 2 N 1141 1 = 11-011 - 100 0 EA LIQUID PROPANE GAS HOT 10'- 1 1" LJOI WATER HEATER, BY NAVIEN REMOVE EXISTING PUMP AND REPLACE OPENING WITH WOOD FRAMED FLOOR, ASSEMBLY TO MATCH EXISTING = — — — — — m N 4 0 o EXISTING CMU BLOCK �"— - RETAINING WALL BEYOND � THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS T- 10 12"W HAND SINK W/ EXISTING EXTERIORDOOR m SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY O SIDE SPLASH GUARDS ' UNDER OVERHANG UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. �— MUSTEE MODEL 631A MOP SINK W/ EXISTING DOOR SHALL BE REPLACED STATE EDUCATION LAW. 63.600A FAUCET AND MOP HOOKS WITH PROPOSED 30 WIDE DOOR \` f ( Drawing Title EX15TING EXHAUST FAN TO BE REMOVED, li Il,li AND EXTERIOR WALL SHALL BE REPLACED Tower Plan s WITH ASSEMBLY TO MATCH RELOCATED ELECTRIC PANEL RPZ DEVICE W/DRAIN PAN BELOW I i SCTM# 1000-I06.00-06.00-003.000 BUILDING No: i I ii li i I = = = NOTE: EXISTING EXHAUST FANS TO BE REMOVED,AND EXTERIOR II ik :41i L i SCDHS No.: C-21-0373 JM2 No: 2022-0642 WALL SHALL BE REPLACED WITH ASSEMBLY TO MATCH - - _ _ �� - - - i PLANNING No: 7573 i � - DATE: 511124 EXISTING EXTERIOR 5TAIR5 UP u u _ _ _ _I I SEAL t SIGNATURE: DESIGNED BY: TF I I I L _ - - -I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CHECKED BY: JM SCALE: 1/4"= I'-0° DWG No: Tower First Floor - Existing I N TOWER WEST ELEVATION 7 _TOWER 50UTH ELEVATION 6 - !i II 100 i /411 _ 1 1-Oli - 100 1 1 i1 = 1 i-oii - 1 00 (S�q o�g45 OQ� — 1 /4 = 1 -0 - — `-r b3 TF 00 F NEB I PROJECTDATA Architect of Record: ADDRESS: 5670 W MILL RD, MATTITUCK, NY 11952 SECTION BLOCK LOT: 1000-106.00-06.00-004.001 Jh�i2 ZONING: TOWN OF SOUTHOLD MARINE it(MIT) USE: TOWER-GROUND FLOOR STORAGE, MAIN FLOOR OFFICE WITH DRY STORAGE ABOVE14 _ SHED-STORAGE H IT ECTU RE PC a OCCUPANCY CLA55: TOWER-STORAGE 5-2, BUSINESS B 0 SHED-STORAGE 5-2 0— CONSTRUCTION CIA55: 513(UNPROTECTED WOOD FRAME) JM2 ARCHITECTURE, PC E DISTANCE< 100' 30'T V DISTANCE< I ' SITE AREA: 0.341 ACRE 2410 NORTH OCEAN AVENUE 25 TRAV L RA EL 00 SCOPE OF WORK: EXISTING STRUCTURES TO REMAIN SUITE 300 � CID as ® an CIS® CS® ® ® � FARMINGVIITE300 11738 T 631.320.3305 F 631.320.3307 OFFICE EGRE55 CALCULATIONS TOILETROOM OCCUPANCY B I Lu ATTIC STORAGE Applicant:. ¢ OCCUPANCY S-2 170 SQUARE FEET z AS PER TABLE 1004.5 OF THE 2020 NEW YORK STATE BUILDING CODE,OCCUPANCY LOADS ARE AS FOLLOWS: f "LL �- Anthony Martignetti Q o 188 SQUARE FEET 8 East 92nd 5t,Apt 3 TOWER STRUCTURE p t m 493 SF/ 150 5F I 0 1 /OCC =3.29 OCCUPANTS =4 OCCUPANTS 3 N t New York,NY 28 ,£ (917)535-3777 h N SHED STRUCTURE Architect of RecordP'� 1 $ r_.r_�r 310 SF/500 SF 1 OGC =0.62 OCCUPANTS = I OCCUPANT JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 41M ® IN ACCORDANCE W/SECTION 1005.3.2 OF THE NYSBC, MINIMUM EGRESS WIDTH REQUIRED SHALL BE AS FOLLOWS: - Farmin jolle,NY 11738 ® ® ® ® an 4M to en an an (631)320-3305 TOWER= 4 OCCUPANTS x 0.15 =3'-0""MIN.WIDTH, (I)EXIT PROVIDED 6 SHED= I OCCUPANT x 0.15 =3'-0""MIN.WIDTH, (1)EXIT PROVIDED MEP Engineer: z Emtec Consulting Engineers DPC TRAVEL DISTANCES 3555 Veterans Memorial Hwy,Suite M NON-SPRINKLERED STRUCTURES o Ronkonkoma,NY 11779 IN ACCORDANCE W/SECTION 1006.2.1 OF THE NYSBC: (G310 B OR 5 OCCUPANCY WITH ONE EXIT-MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE= 100' Su 356 urveyor:or: Nathan Taft Corwin III 158G Main Road, 5 James ort,NY 11947 Tower Attic Egress 13ttituCkCreek £ P T- JOO ck ,e r:ay Access site m (631)727-2090 3/811 = 1 _0ark District Park District n ,¢Sn` Ku~t Weiss GreenhoL po- muck -'al:n f es DT V �N�u9 a as D� owo mMattituck� r pa ro Comercial Dock z µd Project Name pa N"attituck Inlet Manna � Landcraft Garden l , 5 VI Rd f 5775 W Mitl Rd, Foundation q 5 6 70 W Mill Rd a Rd �dG Coopers M ti4, 5775tu'W-NY11952 a Pick&Lu^e a ��,`4 cr. i^'s YacSL Center s p7 + �o Q SUBJECT ��°a Project Address s isr a PROPERTY 5 G 70 W Mill Rd, a r� r Caoce'Faris 3 c Mattituck, NY 1 195 2 Tower Second Floor - Egress 4 3 8" = I '-0" 100 3 ad$ Project Type rn osa�n G ro oo�� do 11 -H .Fr� ,a Legalization KEY MAP N N .T.S. ReVis1ons —70 GENERAL BUILDING NOTES 1.ALL WORK SHALL COMPLY WITH THE"2020 NEW YORK STATE CODE"AND ALL OTHER CODES OF ALL AUTHORITIES HAVING JURISDICTION. STORAGE FEE 2.ALL SUB-CONTRACTORS SHALL CHECK,VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND REPORT ANY OCCUPANCY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. 135 SQUARE FEET 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF A.S.T.M. SPECIFICATIONS. v� 4. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS AND DETAIL DRAWINGS OVER SMALL SCALE DRAWINGS. UNEXCAVATED K0, 5.THERE SHALL BE NO PROCESSES TO BE CONDUCTED IN THE BUILDING THAT WILL PRODUCE AIR CONTAMINATES WHICH MAY BE INJURIOUS TO THE SPACE ��\�a HEALTH OF RESIDENTS. G.ELECTRICAL RECEPTACLES, LIGHTS AND OTHER EQUIPMENT SHALL CONFORM TO CODES HAVING JURISDICTION. p�Q 7.TENANTS AND OWNERS SHALL BE FULLY AWARE OF AND CONFORM TO ALL REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. 8. NO LOCKS OR FASTENINGS TO PREVENT FREE ESCAPE FROM INSIDE OF ANY BUILDING. 9. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN APPROVAL OF TOWN BUILDING DEPARTMENT. 10. ALL C*D MATERIALS EXPORTED FROM THE SUBJECT PARCEL SHALL BE TRANSFERRED TO AN APPROVED NYSDEC FACILITY, LOAWRANSFER TICKETS TO BE RETAINED AND COPIES PROVIDED TO THE TOWN OF SOUTHOLD IF REQUIRED FOR THE RECORD. GENE11 RAL NOTES 1. TOWN OF SOUTHOLD DATUM NAVD 88 2. ALL ROOF DRAINS SHALL BE PIPED TO DRAINAGE SYSTEM WITH MIN. G"DIA. PVC SDR 35 PIPE. 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 48 HOURS PRIOR TO START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE CERTIFIED TO THE TOWN ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE." THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS 4. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS. ALL UTILITIES SHALL BE INSTALLED BELOW GRADE. SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY 5. PLACEMENT OF FILL, INSTALLATION OF RETAINING WALLS, DUMPING OF MATEKIAL,EXCAVATION, MINING,OR 51MILAR DISTURBANCE OF LAND REQUIRES AN UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A APPROVED 51TE PLAN.COMMENCEMENT OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL 15 PROHIBITED AND SUBJECT TO LEGAL ACTION. VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. 6. ALL EXISTING OR PROP05ED SUBSURFACE ELECTRIC,TELEPHONE OR CABLE SERVICES SHALL BE INSTALLED IN APPROPRIATE CONDUIT SLEEVES WHEN STATE EDUCATION LAW. PERMANENT, IMPROVED SURFACES ARE PROPOSED OVER THE ROUTING PATH. 7. ALL RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE(RCA)AND FILL MATERIALS ARE TO BE FROM AN APPROVED SOURCE. RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE 15 TO BE CERTIFIED. DOCUMENTATION IS TO BE PROVIDED SHOWING THAT THE MATERIAL OBTAINED 15 FROM A NYSDEC Drawing Title REGISTERED OR PERMITTED CONSTRUCTION AND DEMOLITION(C4D)DEBRIS PROCESSING FACILITY AS SPECIFIED IN SECTION 360-16.I OF GNYCRR PART 360, "SOLID WASTE MANAGEMENT FACILITIES"." 8. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN Title, Pa g e APPROVAL OF TOWN BUILDING DEPARTMENT, 9.THE SOUTHOLD SUBDIVISION AND LAND DEVELOPMENT REGULATIONS SHALL BE FOLLOWED. 10.THIS SITE PLAN IS BASED ON A SURVEY PREPARED BY NATHAN TAFT CORWIN III LAND SURVEYOR DATED JUNE 2, 2021. jil EXISTING EXTERIOR STAIP.S UP SCTM# 1000-106. 0-06.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-0642 PLANNING No: 7573 DATE: 4/16/24 SEAL SIGNATURE: DESIGNED BY: TF CHECKED BY: JM LEE A y SCALE: As indicated q � l � DWG No: Tower First floor- 3 * \{ 1 3/8ii = 1 i_Oii T- 100 , 0 3945 0� — 100 F NE`N y t Architect of Record: 24"x40" 24"x40" EXISTING SHINGf�ROOF IRCIHITECTUREpc TECTURE,PC DRY STORAGE 2410 NORTH I OCEAN AVENUE LOFT SUITE 300 FARMINGVILLE, NY, 11738 T ( G31.320.3305 F1 G31.320.3307 zzz""�X�� ,� ,�x40,� � � Applicant: 36 x 48 24 ■ ■ Anthony Martignetti 8 East 92nd St,Apt 3 o New York,NY 10128 (917)535-3777 T-6" 4" 12'- I" _ C-KISTING WOOD 4 Architect of Record:JM2 Architecture,PC SHAKE FINISH p r 2410 North Ocean Ave.5ulte 300 Tower Attic 3 'V EXISTING WOOD (631farm1)3ville, NY 20 305738 II — � II _ I 0 � SHAKE FINISH 114 _ 1 .0 ❑� _ ■ MEP Engineer: N ,' `\ Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (631)356-2176 7'-6" 4" 4 12'-6" Surveyor: Nathan Taft Corwin III 158G Main Road, 28"x 18" 24"x40" EXISTING WOOD FRAMED Jamesport,NY 11947 UTILITY SINK. O O PROJEC11 TION (631)727-2090 EXISTING EXHAUST FAN TO BE REMOVED, STONE PAVERS �!, " AND EXTERIOR WALL SHALL BE REPLACED I `V u - _ WITH ASSEMBLY TO MATCH I _ = I illillillilli i CIO() ®7 TOILET ROOM OFFICE N - j I ' PROPOSED 3G"DOOR EXISTING ATTIC STAIR 5 A 100 \ Project Name N 5670 W Mill Rd WOOD DECK I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Project Address - - - - - 24"x4--- 5670WMill Rd, 77=' 0" LIMIT OF OVERHANG ABOVE 6 EXISTING WOOD FRAMED EXTERIOR EX15ITNG 36"H RAIL WALL ASSEMBLY Mattituck, NY 11952 A-100 Project Type TOWER EAST ELEVATION 5 TOWER NORTH ELEVATION 4 WOOD DECK 1 /4" = I `-0" - 1 114" = i '-0" - I DQ Legalization Revisions Tower Second Floor - Existinq 2 N 11411 _-1 -011 - 100 RHEEM PERFORMANCE STANDARD 40 ■ GALLON ELECTRIC HOT WATER HEATER MODEL#XE40M065T45U I 10'- 10" REMOVE EXISTING PUMP AND REPLACE OPENING WITH WOOD FRAMED FLOOR ASSEMBLY TO MATCH EXISTING r — — — cn N - - - - - - W ' EXISTING CMU BLOCK RETAINING WALL BEYOND m THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS � SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY EXISTING EXTERIOR DOOR UNDER OVERHANG UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. EXISTING DOOR SHALL BE REPLACED STATE EDUCATION LAW. WITH PROPOSED 36"WIDE DOOR ` 1 �o MUSTEE MODEL 63M MOP SINK W/G3.GOOA \` o 01}o O Drawing Title FAUCET AND MOP HOOKS r EXISTING EXHAUST FAN TO BE REMOVED, 11 AND EXTERIOR WALL SHALL BE REPLACED Tower Flan s RELOCATED ELECTRIC PANEL 12"W HAND SINK WI WITH ASSEMBLY TO MATCH SIDE SPLASH GUARDS - RPZ DEVICE WI DRAIN PAN BELOW i SCTM# 1000-106.00-06.00-003.000 BUILDING No: II II I k - - _ I SCDHS No.: C-21-0373 NOTE: FOISTING EXHAUST FANS TO BE REMOVED,AND EXTERIOR � i i I 1 i I I JM2 No: 2022-0642 WALL SHALL BE REPLACED WITH ASSEMBLY TO MATCH - _ _ _ �� - - - - PLANNING 7573 i � DATE: 4116/24 EXISTING EXTERIOR STAIRS UP 1 L _ _ _ _1 SEAL SIGNATURE: DESIGNED BY: TF I L - - _ -1 L - - - - - - - - - - - - - - - - - - - - - CHECKED BY: JM SCALE: I/4°= I�-0" � l � DWG No: Tower First Floor - Existinq 1 N TOWER WEST ELEVATION 7 TOWER SOUTH ELEVATION 6 11 114 11 = 11-011 - I OD I/411 = 11-01� - 100 114 _ 11_0 - 100 �1q o 3941 Q00 F NE`N APPROVED AS NOTED D TE. _�$-2 B P# S `� a S COMPLY WITH ALL CODES OF q NEW YORK STATE$TOWN CODES FEE (o a I. Sa B� �� REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE S 1DI�M1MRANMMw � FOLLOWING INSPECTIONS: SOUtIlO1DjOWNIIISTEES FOUNDATION-TWO REQUIRED FOR POURED CONCRETE $pljjyp�p ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE PLUMBER CERTIFICATION REQUIREMENTS OF THE CODES OF NEW - ON LEAD CONTENT BEFORE YORK STATE. NOT RESPONSIBLE FOR CERTIFICATE OF OCCUPANCY DESIGN OR CONSTRUCTION ERRORS SOLDER USED IN WATER SUPPLY SYSTEM CANNOT ELECTRICAL EXCEED 2110 OF 1% LEAD. INSPECTION REQUIRED Additional PLUMBNG -�L.L;;PLUIVIW G WASTE Certification ; &:WATER WNES NEED May Be Required. TESTING BEFORE pE C©V9RING LOOD ZOZ All exterior lighting .replaced or COMPLY WITH CHAPTER 1146" sepWred shall conform FLOOD DAMAGE PREVENTION to Chapter 172 ' SOUTHOLD" TOWN CODE. Of the Town Code J I I "It is a violation of the State Education Law for any person, Architect 0 ecor : unless he or she is acting under the direction of a licensed THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST professional engineer to alter an item in anyway, on this MECHANICAL COMMISSIONING NOTE drawing and/or t this specification in anyway. If any such PRINTING AND 2020NYSRC, 1ST PRINTING. item is altered, the altering engineer shall affix to the item i COMcheck Software Version COMcheckWeb his or her seal and the notation "altered by" followed by his l COMMISSIONING IS NOT REQUIRED FOR MECHANICAL SYSTEMS AND SERVICE or her signature and the date of such alteration, and a WATER-HEATING SYSTEMS" IN ACCORDANCE WITH SECTION C408.2. I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT specific description of the alteration." �+� litecture C. Envelope Compliance Certificate This plan is approved only for the work indicated on the U TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS application specification sheet. all other matters are not to be AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. relied upon, or to be considered as either being approved or In accordance with applicable codes. JM2 ARCHITECTURE, PC Project information TO THE BEST OF MY KNOWLEDGE,BELIEF AND PERSONAL JUDGMENT; 2410 NORTH OCEAN AVENUE Energy Code: 2020 New York State Energy Conservation Construction Code Project THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES) OF THESE 1ST FLOOR LIGHTING FIXTURE SCHEDULE U ITE 300 Location: 56T0 W Mill w Tower PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403, C404, C405, FARMINGVILLE, NY, 1 1735 location: Mattituck, New York Climate Zone: 4a C406.3 AND C408.3 OF CHAPTER 4 [CE] "COMMERCIAL PROVISIONS "OF THE 2020 NYSBC. T I G3 1 .320.3305 IF G3 1 .320.3307 SYM. MFG. & CAT. No. TYPE WAS LAMP TYPE LUMENS MOUNTING/HEIGHT REMARKS Project Type: Alteration Applicant: Construction Site: owner/Agent: Designer/Contractor: F1 WRAPAROUND SURFACE MOUNTED LED 25 LED 3114 SURFACE - Anthony Martignettl 5670 W Mill Rd JM2 Architecture, P.C. Emtec Consulting Engineers O EXTERIOR LIGHTING KEY NOTES ACUITY BLWP4-30L-4000-ADP-EZ1 Mattituck,New York 12199 2410 North Ocean Ave,Suite 300 3555 Veterans Memorial HWY Suite 8 East 92nd St, Apt 3 EXTERIOR Farmingville,New York 11738 M F2 TRIOR WALL PACK LED 47 LED 6000 SURFACE W/EMERGENCY DRIVER New York, NY 10128 Ronkonkoma, New York 11779 ACUITY WPX2-LED-40K-M-VOLT-E14-WC 1. TIME CLOCK CONTROL ZONE 2 - EXTERIOR DECORATIVE BUILDING FACADE/FRONT OR (917) 535 - 3777 LANDSCAPE LIGHTING TO BE PROVIDED WITH CONTROLS TO COMPLY WITH SECTIONS EX LQM-S- A L LIGHTING 8"W3-R-120/277-EL-1 LED X 12" 5 LED - WALL/CEILING M-S- Architect of Record : Envelope Assemblies C405.2.6.1, C405.2.6.2 AND C405.2.6.4 C405.2.6.1 DAYLIGHT SHUTOFF USING AN EXTERIOR PHOTOCELL. JM2 Architecture, PC LIGHTING SYSTEMS COMMISSIONING 2410 North Ocean Ave, Suite 300 ��'�-��I��'�= !� °��'��"��:��- MPS-��:°�� _ , _ ,;,_�,,�, ,,- .�„�.�,• �w_�,_,.,... __ __-.._v,....,__, 2. C405.2.6.2 - DECORATIVE LIGHTING SHUTOFF FROM NOT LATER THAN ONE HOUR AFTER BUSINESS CLOSING TO NOT EARLIER THAN ONE HOUR BEFORE BUSINESS OPENING. Farmingville, NY, 1 1736 3. C405.2.6.4 - EXTERIOR TIME-SWITCH CONTROL FUNCTION VIA A TIMECLOCK OR MOTION NOTES: (G3 1) 320 - 3305 SENSOR MEP Engineer: FUNCTIONAL TESTING: 4. EXEMPT LIGHTINGS CONTROLS INCLUDE, AREAS DESIGNATED AS SECURITY OR EMERGENCY IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 NEW YORK STATE ENERGY Emtec Con5ulting Engineers DPC AREAS THAT ARE TO BE CONTINUOUSLY LIGHTED AND EMERGENCY LIGHTING THAT IS CONSERVATION CODE SECTION C408.3, PRIOR TO PASSING FINAL INSPECTION,THE 3555 Veterans Memorial Highway, Suite M NORMALL OFF (PER C405.2 EXCEPTIONS #1 & #3). REGISTERED DESIGN PROFESSIONAL SHALL PROVIDE EVIDENCE THAT THE LIGHTING Ronkonkoma, NY 1 1779 CONTROL SYSTEMS HAVE BEEN TESTED TO ENSURE THAT CONTROL HARDWARE AND (G3 1) 35G - 217G SOFTWARE ARE CALIBRATED,ADJUSTED, PROGRAMMED AND IN PROPER WORKING (D INTERIOR LIGHTING KEY NOTES CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND o Surveyor: MANUFACTURER'S INSTRUCTIONS. FUNCTIONAL TESTING SHALL BE IN ACCORDANCE Nathan Taft Corwin WITH SECTIONS C408.3.1.1 THROUGH C408.3.1.3 FOR THE APPLICABLE CONTROL TYPE. 158G Main Road, 1 . VACANCY SENSOR (AUTO OFF, MANUAL ON/OVERRIDE WITH DIMMING AND OCCUPANT SENSOR CONTROLS: Jame5port, NY 1 1347 MANUAL OFF)(C405.2.1 AND C405.2.1 .1). EXCEPT PUBLIC CORRIDORS, WHERE OCCUPANT SENSOR CONTROLS ARE PROVIDED,THE FOLLOWING PROCEDURES oRrSTowwe o 'r STAIRWAYS, RESTROOMS, PRIMARY BUILDING ENTRANCE AREAS AND LOBBIES, SHALL BE PERFORMED: (63 I) 727 - 2090 MANUAL FULL AUTOMATIC ON IS PERMITTED. 'i 2. TIME CONTROL ON/OFF WITH MANUAL OVERRIDE (C405.2.2) WITHOUT 50% 1. CERTIFY THAT THE OCCUPANT SENSOR HAS BEEN LOCATED AND AIMED IN i F- 1 LIGHT REDUCTION WITH MANUAL CONTROL. OCCUPANCY SENSORS ARE TO ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS _ Project Name ACTIVATE LIGHTS AFTER HOURS FOR MAINTENANCE PURPOSES. 2. FOR PROJECTS WITH SEVEN OR FEWER OCCUPANT SENSORS, EACH SENSOR SHALL 3. SPECIFIC APPLICATION CONTROLS (C405.2.4 #4) (NOT APPLICABLE). BE TESTED. 5 670 W Mill Road 4. EMERGENCY LIGHTING TO BE PROVIDED FROM UNITARY BATTERY PACK 3. FOR PROJECTS WITH MORE THAN SEVEN OCCUPANT SENSORS,TESTING SHALL BE FIXTURES (C405.2 EXCEPTION #3). DONE FOR EACH UNIQUE COMBINATION OF SENSOR TYPE AND SPACE GEOMETRY. TOWER ATTIC FLOOR LIGHTING PLAN 5. OCCUPANCY SENSOR SET FOR 30 MINUTES TO OVERRIDE TIME CLOCK FOR WHERE MULTIPLES OF EACH UNIQUE COMBINATION OF SENSOR TYPE AND SPACE Pro ect Address AFTER HOURS AND BE DEACTIVATED DURING NORMAL BUSINESS HOURS. GEOMETRY ARE PROVIDED, NOT LESS THAN 10 PERCENT AND IN NO CASES FEWER SCALE: 1/16" = 1 '-0" J THAN ONE,OF EACH COMBINATION SHALL BE TESTED UNLESS OTHERWISE NOTED. 5 G / 0 W Mill Rd WHERE 30 PERCENT OR MORE OF THE TESTED CONTROLS FAIL,ALL REMAINING IDENTICAL COMBINATIONS SHALL BE TESTED. Mattituck VERIFY THE FOLLOWING: 1 , NY 1 2 Project Title: 5670 W Mill Rd Tower Report date: 04124/23 3.1 WHERE OCCUPANT SENSOR CONTROLS INCLUDE STATUS INDICATORS, VERIFY Data filename: Page 1 of 13 Project Type CORRECT OPERATION. 3.2 THE CONTROLLED LIGHTS TURN OFF OR DOWN TO THE PERMITTED LEVEL X 0 s FF octj Renovation WITHIN THE REQUIRED TIME. 5T°NEPAVEC5 -__ 3.3 FOR AUTO-ON OCCUPANT SENSOR CONTROLS,THE LIGHTS TURN ON TO THE ToILPoov PERMITTED LEVEL WHEN THE OCCUPANT ENTERS THE SPACE. 3.4 FOR MANUAL-ON OCCUPANT SENSOR CONTROLS,THE LIGHTS TURN ON ONLY Revisions COMcheck Software Version COMcheckWeb COMcheck Software Version COMcheckWeb WHEN MANUALLY Y TINC ACTIVATED. �o°°'FSK 04-25-23 155UED FOR5UBM15510N 3.5 THE LIGHTS ARE NOT INCORRECTLY TURNED ON BY MOVEMENT IN ADJACENT °`SK 04-28-23 ISSUED FOR 100% CD f i Interior Lighting Compliance Certificate Exterior Lighting Compliance Certificate AREAS OR BY HVAC OPERATION. 3 a TIME-SWITCH CONTROLS: WHERE TIME-SWITCH CONTROLS ARE PROVIDED,THE FOLLOWING PROCEDURES SHALL 0°kCK Project information Project Information BE PERFORMED: Energy Code: 2020 New York State Energy Conservation Construction Code Energy Code: 2020 New York State Energy Conservation Construction Code 1. CONFIRM THAT THE TIME-SWITCH CONTROL IS PROGRAMMED WITH ACCURATE Project Title: 5670 W Mill Rd Tower Project Title: 5670 W Mill Rd Tower WEEKDAY, WEEKEND AND HOLIDAY SCHEDULES. Project Type: Alteration Project Type: Alteration 2. PROVIDE DOCUMENTATION TO THE OWNER OF TIME-SWITCH CONTROLS Exterior Lighting Zone 2 (Neighborhood business district(LZ2)) PROGRAMMING INCLUDING WEEKDAY, WEEKEND, HOLIDAY SCHEDULES,AND Construction Site: OwnerlAgenU Designer/Contractor. SET-UP AND PREFERENCE PROGRAM SETTINGS. TOWER SECOND FLOOR LIGHTING PLAN 5670 W Mill Rd JM2 Architecture,P.C. Emtec Consulting Engineers Construction Site: Owner/Agent: Designer/Contractor- 3. VERIFY THE CORRECT DATE AND TIME IN THE TIME-SWITCH. Mattituck, New York 12199 2410 North Ocean Ave,Suite 300 3555 Veterans Memorial HWY Suite 5670 W Mill Rd JM2 Architecture, P.C. Emtec Consulting Engineers SCALE: 1/1 6" = 1 f-O" Farmingville,New York 11738 M Mattituck,New York 12196 2410 North Ocean Ave, Suite 300 3555 Veterans Memorial HWY Suite 4. VERIFY THAT ANY BATTERY BACK-UP IS INSTALLED AND ENERGIZED. Ronkonkoma,New York 11779 Farmingville,New York 11738 M 5. VERIFY THAT THE OVERRIDE TIME LIMIT IS SET TO NOT MORE THAN 2 HOURS. Ronkonkoma, New York 11779 6. SIMULATE OCCUPIED CONDITION. VERIFYAND DOCUMENTTHE FOLLOWING: Allowed Interior, Lighting Power 6.1 ALL LIGHTS CAN BE TURNED ON AND OFF BY THEIR RESPECTIVE AREA CONTROL A B C D Allowed Exterior Lighting Power Area Category Floor Area Allowed Allowed A D C D E SWITCH. (ft2) Watts I ft2 Watts Area/Surface Category Quantity Allowed Tradable Allowed Watts 6.2 THE SWITCH ONLY OPERATES LIGHTING IN THE ENCLOSED SPACE IN WHICH THE J r Watts/ Wattage (B X C) i 1-Bathroom (Common Space Types:Restrooms) 39 0.85 33 SWITCH IS LOCATED. 2-Office (Common Space Types:Office-Enclosed) 109 0.93 101 Pedestrian and vehicular entrances and exits 6 ft of door 14 Yes 84 7. SIMULATE UNOCCUPIED CONDITION. VERIFY AND DOCUMENT THE FOLLOWING: J 3-Mech Equipment room(Common Space Types:Electrical/Mechanical) 124 0.43 53 Total Tradable Watts(a)= 84 4-Prep Room (Common Spare Types:Food Preparation) 188 1.06 199 Total Allowed Watts= 84 7.1 NONEXEMPT LIGHTING TURNS OFF WALKA aEEzsEUTOR Total Allowed Watts= 387 Total Allowed Supplemental Watts(b)= 400 7.2 MANUAL OVERRIDE SWITCH ALLOWS ONLY THE LIGHTS IN THE ENCLOSED SPACE THE5E DRAWINGS ARE AN INSTRUMENT OF SERVICE AND Proposed interior Lighting Power (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. WHERE THE OVERRIDE SWITCH IS LOCATED TO TURN ON OR REMAIN ON UNTIL ' p 9 g (b)A supplemental allowance equal to 400 watts may be applied toward compliance of both non-tradable and tradable THE NEXT SCHEDULED SHUTOFF OCCURS. A�5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. A B C D E areas/surfaces. Fixture ID : Description I Lamp /Wattage Per Lamp! Ballast Lamps/ # of Fixture (C X D) ANY UNAUTHORIZED U5E OF THE5E DOCUMENT515 IN A Fixture Fixture Watt, Proposed Exterior Lighting Power DOCUMENTS REQUIRED TO BE PROVIDED: A B C D E VIOLATION OF 5ECTION 7209 5UD-DIV15ION 2 OF THE N.Y. Bathroom (Common Ty- S- RestroaMs a9;g.ft.) Fixture ID : Description /Lamp 1 Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X D) ALL DOCUMENTS DESCRIBED IN THIS SECTION SHALL BE PROVIDED TO THE BUILDING 5TATE EDUCATION LAW. LED:FI:4FT WRAPAROUND:LED Linear 22W: 1 1 25 25 Fixture Fixture Watt. OWNER OR OWNER'S AUTHORIZED AGENT WITHIN 90 DAYS OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY. Drawin Title Qffi,re (Common Space Types: Office- Enclosed, so.ft.). 9 LED:F1:4FT Wraparound: LED Linear 22W: 1 4 25 100 Pedestrian and vehicular entrances_and exits (6 ft of door width):Tradable wattage.ft. LED:F2:Wall Pack W/EM. LED Other Fixture Unit46W: 1 2 47 94 CONSTRUCTION DOCUMENTS SHALL INCLUDE THE LOCATION AND CATALOGUE ENERGY CODE ech E uiomerit room (Common Space Types: Electrical/Mechanical. 124 so ) Total Tradable Proposed Watts= 94 NUMBER OF EACH PIECE OF EQUIPMENT. LED:F2:4ft Wraparound:Wrapa ound: LED Linear 22W: 1 2 25 50 MANUALS: Prep tCrapan S T ryes: FaOS�et� tin 8 _saw LED::FI:l:4FT Wraparound: Wraparound: LED Linear22W: 1 6 25 I50 .•.- .,_....�.•..�.,�....-._,�.....�...�..._,.,_ - ....-..-.-�.v _____._ _ ._- �-k- _ ._ .� AN OPERATING AND MAINTENANCE MANUAL SHALL BE PROVIDED AND INCLUDE Total Proposed watts ffi 325 Exterior Lighting Compliance THE FOLLOWING: COMPLIANCE SHEET I Statement „ CompNance Statement., The proposed exterior lighting alteration project represented in this document Is consistent with the 1. NAME AND ADDRESS OF NOT LESS THAN ONE SERVICE AGENCY FOR INSTALLED k`- I, 77�• -.i building plans,specifications,and other calculations submitted with this permit application.The proposed exterior lighting EQUIPMENT. -9CTM# 1000-1 OG-G-3 APP No: systems have been designed to meet the 2020 New York State Energy Conservation Construction Code requirements in Q TOWER FIRST FLOOR LIGHTING PLAN Interior Lighting Compliance COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Statement 2. A NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE, INCLUDING SCALE: 1/16 = 1 '-0" 5CDH5 No.: JM2 #: 2022-OG42 Compliance Statement: The proposed interior lighting alteration project represented In this document Is consistent with the Andrew R. Solano, P.E. RECOMMENDED SETPOINTS. building plans,specifications,and other calculations submitted with this permit application.The proposed interior lighting Name-Title Signature Date Plannin #: DATE: 5/3/2022 systems have been designed to meet the 2020 New York State Energy Conservation Construction Code requirements in OF NEty 3. SUBMITTAL DATA INDICATING ALL SELECTED OPTIONS FOR EACH PIECE OF 9 _ COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. R s° �O LIGHTING EQUIPMENT AND LIGHTING CONTROLS. Andrew R: �Solana, P.E. ��q� E.µ,;. �q � SEAL 51GNATURE: DE51GNED BY: �h $ 2 * 4. OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF LIGHTING Name-Title Signature OF NEW * 4 s EQUIPMENT. REQUIRED ROUTINE MAINTENANCE ACTIONS, CLEANING AND CHECKED BY. ARS rpr, ir' ' w RECOMMENDED RELAMPING SHALL BE CLEARLY IDENTIFIED. �N R. SOC ro pe' '4,y �y .=�, ;jgjZ�•2 c~ 5. A SCHEDULE FOR INSPECTING AND RECALIBRATING ALL LIGHTING CONTROLS. SCALE: As indicated s p53A5y1�`, ' J REPORT: pF NEW Project Title: 5670 W Mill Rd Tower p kr ` �, Report date: 04/24f23 Project Title: 5670 W Mill Rd Tower �`o eS xoT Report date: 04124/23 A REPORT OF TEST RESULTS SHALL BE PROVIDED AND INCLUDE THE FOLLOWING: ��.�� R SO 10 DWG No: ::,��ti �- DRAWING NO. TITLE :,. �� Data filename: rnys y_,t 32 �� Page 2 of 13 Data filename: Page 3 of 13 1. RESULTS OF FUNCTIONAL PERFORMANCE TESTS. �� r ti 05 3 455 . EN-001 ENERGY CODE COMPLIANCE SHEET 1 * 4 2. DISPOSITION OF DEFICIENCIES FOUND DURING TESTING INCLUDING DETAILS OF i' O�j`o�cs�-5ot'A Aft CORRECTIVE MEASURES USED OR PROPOSED. EN-002 ENERGY CODE COMPLIANCE SHEET 20 U EN-003 ENERGY CODE COMPLIANCE SHEET 3 s�a,�, -°S 3 A`'`' "it is a violation of the State Education Law for any person, rc itect o ecor : unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item Section his or her seal and the notation "altered by" followed by his r� COMcheck Software Version C©McheckWeb � COMcheck Software Version CUN�checklJUeb ;` # J M Footing,/Foundation inspection Complies? Comments/Assumptions or her signature and the date of such alteration, and a ' ' ' & Req;1D specific description of the alteration." rr �+ U ^ P.c. Mechanical Compliance Certificate Inspection Checklist C403.12.2:Snowlice melting system and freeze ❑Complies ;Exception: Requirement doesnatapply. This plan is approved only for the work indicated on the u C protection systems have sensors and ;❑Does Not application specification sheet. all other matters are not to be Energy Code: 2020 New York State Energy Conservation Construction Code c4i?3.12.3;cantra(s configured to limit service for 9� gY IF0913 pavement temperature and outdoor •QNot Observable; relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC Requirements: 100.0% Were addressed directly In the COMCheck software temperature.future connection to ,❑Not Applicable in accordance with applicable codes. Project Information Text in the "Comments/Assumptions"column is provided by the user in the COMcheck Requirements screen. For each controls. 2410 NORTH OCEAN AVENUE Energy Code: 2020 New York State Energy Conservation Construction Code requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception Additional Comments/Assumptions: 5UITE 300 Project Title: 5670 W Mill Rd Tower is being claimed. Where compliance is itemized in a separate table,a reference to that table is provided, FARMINGVILLE, NY, I 1738 Location: Matt(tuck, New York ,section T ( 63 I .320.3305 F) 63 I .320.3307 Climate Zone: 4a # Plan Review Complies? Comments/Assumptions Project Type: Alteration & Re .iD C103.2 :Plans,specifications,and/or ❑Complies ;Requirement will be met. Applicant: IPR211 calculations provide all Information ;[]Does Not construction Site: Owner/Agent: Design ;with which compliance can be Anthonyarti Weill g :determined for the mechanical :[]Not Observable, y 9 5670 W Mill Rd )M2 Architecture,P.C. Emtec Consulting Engineers ,systems and equipment and ;❑Not Applicable ; 8 East 92nd 5t Apt 3 Mattituck,New York 12199 2410 North Ocean Ave,Suite 300 3555 Veterans Memorial HWY Suite document where exceptions to the p Farmingville, New York 11738 M ;standard are claimed.Load New York, NY 10 128 Ronkonkoma, New York 11779 :calculations per acceptable 17 engineering standards and (9 ) 535 - 3777 ;handbooks.Mechanical Systems List C103.2 ;Plans,specifications,and/or ❑Complies ;Requirement wilt be met. Architect of Record : (PR3)1 calculations provide all Information ;❑Does Not Quantity5ystem Type & Description ;with which compliance can be 1 ACC:U-1 {Sfngie Zone): ;determined for the service water ❑Not Observable; JM2 Architecture, PC Split System Heat Pump heating systems and equipment and 13Not Applicable 2410 North Ocean Ave, 5uite 300 Heating Mode:Capacity= 36 kBtu/h, document where exceptions to the Farmin villa, NY, I 1738 Proposed Efficiency= 10.50 HSPF,Required Efficiency=8.20 HSPF ,standard are claimed. Hot water 9 Coaling Mode:Capacity— 36 kBtu/h, system sized per manufacturer's (631) 320 - 3305 Proposed Efficiency =20.00 SEER, Required Efficiency= 14.00 SEER ;sizing guide. Proposed Part Load Efficiency=0.00,Required Part Load Efficiency a 0,00 C103.2 �Plans,specifications,and/or ;❑Complies ;Requirement will be met. MEP E n 9 I n ee r[PR411 calculations provide all information 1❑Dues Not 1 AC-1,2,3(Single Zone): 41th which compliance can be Cooling:3 each-VRF Zone Fan Unit,Capacity = 12 kBtu/h,Unknown Economizer ;determined for the interior fighting i❑Not Observable: Emtec Consulting Engineers DPC No minimum efficiency requirement applies :and electrical systems and equipment ;©Nat Applicable ; 3555 Veterans Memorial HI hwa 5ulte M Fan System: FAN SYSTEM 1--Compliance(Motor nameplate HP and fan efficiency method) ; Passes and document where exceptions to 9 y, :the standard are claimed, Information Ronkonkoma, NY 1 1779 Fans: :provided should include Interior FAN 2 Supply, Constant Volume, 350 CFM,0.1 motor nameplate hp, 0.0 fan efficiency grade,0.0 total fan ;lighting power calculations,wattage of (631) 35G - 2176 efficiency,0.0 design fan efficiency,fan exception:Single fan <= 5HP •bulbs and ballasts,transformers and 1 Water Heater: control devices. ° Surveyor C103.2 :Plans,specifications, and/or ❑Complies ;Requirement will be met. Nathan Taft Corwin Electric Storage Water Heater, Capacity: 50 gallons [PR811 calculations provide all information �❑Does Not Proposed Efficiency:0,80 SL,%/h(if>12 kw),Required Efficiency:0.84 SL,%/h(if> 12 kW) ;with which compliance can be 158G Main Road, determined for the exterior lighting ©Not Observable; :and electrical systems and equipment ;❑Not Applicable Jame5port, NY 1 1547 Mechanical Compliance Statement ;and document where exceptions to Compliance Statement: The proposed mechanical a Iteration,p roject represented in this document is consistent with the building ;the standard are claimed, Information (63 I) 727 - 2090 plans, specifications, and other calculations submitted with this permit application,The proposed mechanical systems have been provided should include exterior designed to meet the 2020 New York State Energy Conservation Construction Code requirements in COMcheck Version ; power calculations, wattage of COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. :b bulbulbs and ballasts,transformers and Pro ect Name control devices, J Andrew P. Saggese, P.E. Additional Comments/Assumptions: Name-Title Signature Of l41E(pl. Date 5 6 70 W Mill Road �® Project Address IL 5670 W Mill Rd, F t �+Dg7A'1 b� 1[High Impact(Tier I} 2 Medium Impact(Tier 2) 3 Low impact f rier 3} 1 High impact(Tier 1) 2 Medium Impact Crier 2) _3]Low Impact(Tier 3}� M a tt)t u c k, NY I 1952 �OFESSto Project Title: 5670 W Mill Rd Tower Report date: 04/24/23 Project Title: 5670 W Mill Rd Tower Report date: 04/24123 Project Title: 5670 W Mill Rd Tower Report date: 04/24/23 Project Data filename: Page 4 of 13 Data filename: Page 5 of 13 Data filename: Page 6 of 13 Type renovation Revisions L ection Section 04-25-23 155UED FOR 5UDMI55ION # Plumbing Rough-in inspection Complies? Comments/Assumptions # Mechanical Rough-in inspection Complies? Comments/Assumptions Req.ID & Req.iD 04-28-23 ISSUED FOR 100% CD C404.5, Heated water supply piping conforms •❑Complies ;Requirement will be met. C402.2.6 Thermally ineffective panel surfaces of,❑Complies ;Exception: Requirement does not apply. C404.5.1, •to pipe length and volume ;❑Does Not IME4113 'sensible heating panels have ;❑Does Not C404.5.2 requirements.Refer to section details. ; insulation >= R-3.5. [PL6]3 ,❑Not Observable; .C]Not Observable ❑Nat Applicable !❑Not Applicable HVAC piping insulation insutat2d In' ❑Complies ;Requirement will be met. C404.6.3 ;Pumps that circulate water between a ;❑Complies Exception: Requirement does not apply. C40 C403,11.3 112 accordance with Table C403,12.3. ❑Does Not [PL7]3 heater and storage tank have controls ❑Does Not Insulation exposed to weather is that limit operation from startup to protected from damage and is ❑Not Observable: <_=5 minutes after end of heating ❑Not Observable: rovided with shielding from solar ;❑Nat Applicable Cycle. ;❑Not Applicable ; radiation. C404.7 :Demand recirculation water systems [ Complies ;Exception:Requirement does not apply, C403.8,1 ;HVAC fan systems at design ,❑Complies ;Requirement will be met. [PL8)3 have controls that start the pump ;ODoes Not [ME6513 conditions do not exceed allowable ❑Does Not upon receiving a signal from the h ❑Not Observable; fan system motor nameplate hp or fan !See the Mechanical5ystems list for values. action of a user of a fixture or []Not Observa , appliance and limits the temperature ;❑Not Applicable ;system bhp. :❑Not App1i ablbee of the water entering the cold-water C403,8.3 Fans have efficiency grade(FEG)>= '[]Compiles ;Exception:Single fans with motor nameplate hotsepowerof piping to 104°F. (ME11712 67.The total efficiency of the fan at '❑Does Not :5 hp. the design point of operation<= 15% Additional Comments/Assumptions: of maximum total efficiency of the .❑Not Observable' fan, ❑Not Applicable C403.8.4 .Motors for fans that are not less than ;❑Complies :Exception: Requirement does not apply. [ME142]2 1/12 hp and less than 1 hp are ;❑Does Not electronically commutated motors or have a minimum motor efficiency of :❑Not Observable; 70 percent.These motors have the '[]Not Appficabie ; means to adjust motor speed. C403,8.5 Each DX cooling system >65 kBtu ElComplies ;Exception:Requirement does not apply. IME143)2 and chiller water/evaporative cooling �❑Daes Not -system with fans> 1/4 hp are '❑Not Observable; designed to vary the Indoor fan alrflow,, as a function of load and comply with :DNot Applicable detailed requirements of this section. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND C403.12.1 Systems that heat outside the buflding:DComplies !Exception:Requirement does not apply. A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. IME71)2 'envelope are radiant heat systems :❑Does Not controlled by an occupancy sensing ,❑Not Observable' ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A device or timer switch. 1ONot Applicable C403.2.2 :Natural or mechanical ventilation is ;©Complies Requirement will be met. VIOLATION OF 5ECTION 7209 5UD-DIV15ION 2 OF THE N.Y, IME5911 :provided in accordance with ❑Does Not 5TATE EDUCATION LAW, International Mechanical Code Chapter 4.Mechanical ventilation has ❑Not Observable capability to reduce outdoor air supply,❑Not Applicable ; Drawing Title to minimum per ventilation IMCChapter 4. ENERGY CODE C403.7.1 :Demand control ventilation provided '©Complies ;Exception:Requirement does not apply. [ME5911 :for spaces >500 ft2 and >25 :❑Does Not people[1000 ft2.occupant density and :served by systems with air side ,(]Not Observable :ecohomizer,auto modulating outside :❑Not Applicable COMPLIANCE 5HEET 2 'air damper control,or design airflow >3,000 cfm. C403.7.2 .Enclosed parking garage ventilation LIComplies :Exception:Requirement does not apply. 5CTM# 1000-106-6-3 APP No: IME115]3 has automatic contaminant detection ;❑Does Not and capacity to stage or modulate :fans to 50%or less of design capacity.;[]Not Observable: 5CDH5 No.: JM2 #: 2022-0642 ❑Not Applicable TO THE BEST OF MY KNOWLEDGE,BELIEF AND PERSONAL JUDGMENT; C4033,15 :HVAC systems serving guestrooms In [ Compiles :Exception: Requirement does not apply, Planning #: _ DATE: 5/3/2022 [ME14113 'Group R-1 buildings with>50 ❑Does Not THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES) OF THESE guestrooms: Each guestroom Is []No provided with controls that t Observable PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403, C404, C405, 5EA'L 5IGNATURE: DESIGNED BY: Ji1 automatically manage temperature ;❑Not Applicable C406.3 AND C408.3 OF CHAPTER 4 [CE] "COMMERCIAL PROVISIONS " OF THE 2020 NYSBC. setpoint and ventilation (see sections CHECKED BY: ARS C403.7.6.1 and C403.7.6.2). _ _ 5CALE: A5 indicated 1 High impact(Tier I} 2 Medium Impact(Tier 2) 3 Low impact (Tier 3)� 1 High Impact Ct ier 1} 2 Medium Impact Crier 2) 3 Low impact (Tier 3)� Qf �"ig(j�,► '� DWG No: Q Project Title- 5670 W Mill Rd Tower Report date: 04/24/23 Project Title: 5670 W Mill Rd Tower Report date: 04/24/23 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST PRINTING AND 2020NYSRC, 1ST PRINTING. yA� �l�4c� �� Data filename: Page 7 of 13 Data filename: Page 8 of 13 4. �0 fi I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT , �. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS �.r1. ~ AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. �4ie 1�D0 % I. �OUU4 FESsIioNp i i i "It is a violation of the State Education Law for any person, Architect ot Kecord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item Section Section Section his or her seal and the notation "altered by" followed by his I M {I Mechanical Rough-ln Inspection Complies? Comments/Assumptions Hans # Rough-in Electrical Inspection Complies? CommntslAssum bons # Rough-in Electrical Inspection Compiles? Comments/Assumptions or her signature and the date of such alteration, and a p P p 9 p p 9 p Req'Ii? ` Req'It) specific description of the alteration." ,r+ ; itecture C403.7.4 :Exhaust air energy recovery on ❑Complies :Exception:Requirement does not apply. C405.2.2. :Spaces required to have light- ❑Complies Requirement will be met. C405.2.3, .Daylight zones provided with ❑Complies :Exception:Requirement does not apply. This plan is approved only for the work indicated on the P.C. (ME5711 ;systems meeting Table C403.7.4(1) ;]Does Not 2 :reduction Controls have a manual ;Oboes Not C405.2,3. individual controls that control the ;Oboes Not application specification sheet. all other matters are not to be 4nd C403.7.4(2). [EL22]1 control that allows the occupant to 1, lights independent of general area []Not Observable relied upon, or to be considered as either being approved or .[]Not Observable: ;reduce the connected lighting toad in ;[]Not Observable; C405.2.3. lighting.See code section C405.2.3 ❑NotApplicabte :a reasonably uniform Illumination [3NotApplicab[e j 2 'Daylight-responsive controls far EINotApplicable in accordance with applicable codes. JM2 ARCHITECTURE, PC C403.7.5 ;k:ltchen exhaust systems comply with ,❑Complies ;Exception:Requirement does not apply. pattern >= 50 percent. (EL2313 applicable spaces,C405.2.3.1 Daylight' 2410 NORTH OCEAN AVENUE [ME11613 replacement air and Conditioned ]Does Not C405.2.1, ,Occupancy sensors installed in :❑Complies Exception: Requirement does not apply, responsive control function and Su I air limitations,and satin hood' C405.2.1. classrooms/lecture/training rooms, '❑ section C405.2.3.2 5idelitzone. SUITE 3OO PP y .ONot Observable: g Does Not ,rating requirements and maximum met- '[]Not Applicable 1 :conferencelmeeting/multipurpose C405.2.4 ;Separate lighting control devices for J❑Complies ;Requirement will be met FARMINGVILLE, NY, I 1738 r xhaust rate criteria. pp cable 1 '[]Not Observable (EL18] :rooms, copy/print rooms, [EL26( (specific uses installed per approved ❑Does Not ; C403,11.1'HVAC ducts and plenums insulated In ;OCompfles Exception: Requirement does not apply. ;lounges/breakrooms,enclosed offices, ']Not Applicable lighting plans. z�ccordance With C403.11.1 and '0Does Not office areas,restrooms, T 63 I .320.3305 F� 63 I ,320.3307 ;open plan o ❑Not Observable, C403,11.2 I constructed in accordance with ;storage rooms,locker rooms, ,(]Nat Applicable z ;❑Not Observable; ;warehouse storage areas, and other C405.2.4 ;Additional interior fighting power :❑Complles Requirement will be met Applicant: (ME60] C:403.11.2,verification may need to ;❑Not Applicable ;spaces a=300 sqft that are enclosed [EL27]1 ;allowed for special functions per the :❑Ones Not occur during Foundation Inspection. PP ; :by floor-to-ceiling height partitions. :approved lighting plans and is Anthonyarti nett) C403.4.3. :Closed-circuit cooling tower within ❑Complies :Exception:Requirement does not apply. :Reference section language automatically controlled and :[]Not Observable; y g 3.2 heat pump loop have either automatic;❑Does Not ;C405.2.1.2 for control function in ONot Applicable 8 East 92nd 5t, Apt 3seParated from general light![ME12113 ;bypass valve or lower leakage positive, ;warehouses and section C405.2.1.3 q p q New York NY 10128 :[]Not Observable: C405,2.5 :Manual controls required by the '❑Com Iles :Requirement will be met. closure dampers.Open-circuit tower far open plan office spaces. [EL2811 energy code are In a location with ;❑Does Nat within heat pump loop have automatic,]Not Applicable j C405.2.1. ;Occupancy sensors control function in :OCom lies ;Exception: Requirement does not apply, ;valve to bypass all heat pump water p p q Pp y' ;ready access to occupants and ' Not Observable i (917) 535 - 3777 Yp R 2 ,warehouses: In warehouses,the ;❑Does Not ;located where the controlled lights are ,flow around the tower. Open-or : (EL1911 :lighting in a[slewa s and open areas is []Not Applicable closed-circuit cooling towers used in y p :[]Not Observable: visible,or Identify the area served and p ,controlled with occupant sensors that their status. Architect of Record : conjunction with a separate heat automatically reduce lighting power ❑Not Applicable exchanger have heat loss by shutting ;by 50°I°or more when the areas are C405.2.6 ;Automatic lighting controls for exterior;OComplies ;Requirement will be met. JM2 Architecture, PC :clown the circulation pump on the ;unoccupied.The occupant sensors [EL3011 ;lighking installed.Controls wail be ;❑Does Not cooling tower loop.Open•or closed control lighting in each aisleway daylight controlled,set based on ;❑Not Observable 24 10 North Ocean Ave, Suite 300 dreu[t cooling towers have a separate ; ;Independently and do not control ,business operation time-of-day,or heat exchanger to Isolate the cooling ;lighting beyond the aisleway being :reduce connected lighting > 30%. ;❑Not Applicable Farmingvllle, NY, I 1738 tower from the heat pump loop, and ;controlled by the sensor. C405.3 Exit signs do not exceed 5 watts per ;❑Comptles ;Requirement will be met (63 I) 320 - 3305 c cleat loss controlled by shutting C405,2.1, ;Occupant sensor control function in zOCom lies ;Requirement will be met. CEL6]1 fate. []Does Not clown the circulation pump on the p cooling tower loop. 3 !open plan office areas:Occupant '❑Does Not :ONot Observable: [EL2011 �sensor controls In open office spaces :0Nat Applicable MEP E n g I n e e r: C403.4.1. beating for vestibules and air curtains .Dcompiles ;Exception:Requirement does not apply. ;>=300 sq.ft.have controls 1i ']Not Observable; PP 4 with Integral heating include ;0Does Not :configured so that general lighting can'❑Not Applicable ; Additional Comments/Assumptions: Emtec Consulting Engineers DPC [ME6312 automatic controls that shut off the :be controlled separately In control heating system when outdoor air ,©Not Observable; ;zones with floor areas c^600 sq,fk. g y temperatures> 45F,vestibule ,❑Nat Appiicabte 3555 Veterans Memorial HI hwa , Suite M heating and cooling systems :off general al fight lighting all control zones turn Ronkonkoma, NY 11779 controlled by a thermostat in the :within 20 minutes after all occupants iestibule with heating setpoint<= (63 I) 356 - 2 176 tiOF and cooling setpoint�=80F. ;have left the space,3)are configured so that general lighting power in each 5 U rveyo r: C408.2.2: ;Air outlets and zone terminal devices ;❑Complies ;Exception, Requirement does not apply. ;control zone is reduced by>=80%of 1 'have means for air balancing. '❑Does Not ;the full zone general lighting power Nathan Taft Corwin [ME5313 ;w€thin 20 minutes of all occupants ❑Not Observable: ;leaving that control zone,and 4)are 1586 Main Road ❑Not Applicable configured such that any daylight C403.5, Refrigerated display cases,walk-in ;❑Complles ;Exception: Requirement does not apply. ;responsive control will activate space 1 Jamesport, NY 11947 C403.5.L :coolers or walk-in freezers served by :0Does Not ;general lighting or control zone (G31) 727 - 2050 C403.5.2 i remote compressors and remote (general lighting only when occupancy : (ME12313 :condensers not located in a .ONot Observable: ;for the same area Is detected. condensing unit, have fan-powered :©Not Applicable C405.2.2, :Each area not served by occupancy ^❑Complies !Requirement will be met. condensers that comply with Sections Project Name p y C405.2.2. sensors{per C405.2.1)have time :0Does Not {:403.5,1 and refrigeration compressor; 1, switch controls and functions detailed systems that comply with C403.5.2.. C405.2.2, in sections C405.2.2.1 and C405.2.2.2.:[]Not Observable Additional! Comments/Assumptions: 2 :❑Not Applicable 5670 WMill Road (EL211 Project Address 5670 W Mill Rd, 1 High Impact{Tier 1) 2 Medium impact(Tier 2) 3 Low Impact (Tier 3} 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact (Tier 3} _ _ 1 H'rgh Impact(Tier Z) 2 Medium Impact{Tier 2) 3 Low Impact (Tier 3) attituck, NY 11552 Project Title: 5670 W Mill Rd Tower Report date: 04/24123 Project Title: 5670 W Mill Rd Tower Report date: 04/24/23 Project Title: 5670 W Mill Rd Tower Report date: 04/24/23 Project Type Data filename: Page 9 of 13 Data filename: Page 10 of 13 Data filename: Page 11 of 13 yp Renovation Revi51on5 Section section 04-25-23 155UED FOR 5UBM155ION # Final Inspection Compiles? Comments/Assumptlons # Final inspection Comptles? Comments/Assumptions s� �teq.lo &itet�,ill� 04-25-23 155UED FOR 100% CD C303.3, Furnished O&M Instructions for ;❑Complies ;Requirement will be met. C405.4.1 ;Interior Installed lamp and fixture ;❑Complies ;See the interior Lighting fixture schedule forvalues. C408.2.5. systems and equipment to the :DDoes Not (FI1811 :lighting power is consistent with what ;Oboes Not 2 1,ullding owner or designated :is shown on the approved lighting [FI1711 representative. '[3Not Observable; ©Not Observable; ❑Not Applicable ;plans,demonstrating proposed watts ❑Not Applicable are less than or equal to allowed pp C303.3. Furnished O&M manuals for HVAC ;❑Complies 'Requirement will be met. ;watts, C408.2.5, ;systems within 90 days of system ,Does Not C405,5.1 ;Exterior lighting power is consistent :❑Complies ;See the Exterior Llrrhting fixture 5chedWe for values. 3 acceptance. [FI1911 !with what is shown on the approved ;ElDoes Not [FIt313 ;[]Not Observable: :lighting plans,demonstrating ; ]Not Observable ❑Not Applicable ;proposed watts are less than or equal :to allowed watts. ;[]Nat Applicable ; C403.2.2 'HVAC systems and equipment :DComplies :Requirement will be met. C408.2.1 ;Commissioning plan developed by OComplies !Requirement will be met. (FI2713 'capacity does not exceed calculated '❑Does Not [F12811 :registered design professional or ;!]Does Not loads. ;approved agy. ]Not Observable: enc :(]Not Observable. :[]Not Applicable ;E]Not Applicable C403.2.4. Pleating and coaling to each zone Is '[?Complies :Requirement will be met. C408.2.3. ;HVAC equipment has been tested to ;]Complies !Requirement will be met. 1 :controlled by a thermostat control. TIDoes Not 1 ;ensure proper operation. T]Does Not [F14711 Minimum one humidity control device ❑Nat Observable;Location on plans/spec: See drawing M101 [FI311% ']Nat Observable per installed humidification/dehumidification 'DNat Applicable i❑Not Applicable System. C408.2.3. !HVAC control systems have been :DComplies ;Requirement will be met. C403.2.4. Heat pump controls prevent ;DComplies ;Exception: Requirement does not apply. 2 :tested to ensure proper operation, ❑Does Not 1.1 :supplemental electric resistance heat :❑Does Not (F11011 ;calibration and adjustment of controls. ❑Nat Observable (FI4213 'from coming on when not needed. ;[]Nat Observable: ,❑Not Applicable ; ❑Not Applicable C408.2.4 :Preliminary commissioning report ;]Complies 1 Requirement will be met. C403.4.1. ;Thermostatic controls have a 5 °F :[]Complies ;Requirement will be met. [F129I1 'completed and certified by registered !0Does Not 2 :cteadband. *[]Does Not A `ddessign professional or approved []Not Observable Location on plans/spec:Not Required [FI3813 9 ;[]Not Observable: :❑Not Applicable ❑Not Applicable C408.2.5. Furnished HVAC as-built drawings ;❑Complies :Requirement will be met. C403.2.4. ;Temperature controls have setpoint :[]Complies ',Requirement will be met. 1 submitted within 90 days of system '[]Does Not THE5E DRAWINGS ARE AN IN5TRUMENT OF SERVICE AND 13 :overlap restrictions. ;DDoes Not I [FI71'3 acceptance. ;[]Not Observable; [F12013 ;❑Nat Observable :❑Not Appiicabte ; A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. I❑Not Applicable C408.2.5. .Furnished as-built drawings For :[]Complies Requirement will be met. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A C403.2.4. ,Each zone equipped with setback ;[]Complies ;Requirement will be met. 1 1 electric power systems within 90 days ]ODoes Not VIOLATION OF 5ECTION 7209 5UB-DIV15ION 2 OF THE N.Y. 2 controls using automatic time clock or :0Does Not [FI16] ;of system acceptance. ;]Not Observable: STATE EDUCATION LAW. (F13911 ;programmable control system. :[]Not Observable: ;E]Not Applicable E]Not Applicable j C408.2.5. ;An air and/or hydronic system ;❑Complies ;Requirement will be met. Drawing Title C403.2.4. :Automatic Controls:Setback to 55°F ;]Complies ;Exception:Requirement does not appiy. 3 ;balancing report is provided for HVAC ❑Does Not 2.1, {heat}and 65°F (cool); 7-day clock,2- :C3Does Not [F14311 ;systems. Location on plans/spec:Not Required ENERGY CODE ❑Not Observable C403.2.4. ;hour occupant override, 10-hour ;ONot Applicable 2.2 :backup ;©Nok Observable [F140)3 ;0Not Applicable : C408.2.5. ;Final commissioning report due to ;]Complies Requirement will be met. 4 building owner within 90 days of ;]Does Not 'COMPLIANCE 5HEET 3 (F130]1 ,receipt of certificate of occupancy. :Location on plans/spec:Not Required C403.2.4. :5ystems include optimum start ;'[]Complies Observable Complies Exception: Requirement does not apply. ;[]Nat Applicable 2.3 controls. '❑Does Not [F14113 ❑Not Observable: C408.3 ;Lighting systems have been tested to ;]Complies Requirement will be met, SCTM# 1000-106-6-3 APP No: ;]Not Applicable : [FI3311 ensure proper calibration,adjustment, ']Does Not programming,and operation. ❑Not Observable C404.3 :Meat traps installed on supply and !DComplies i Exception: Requirement does not apply. 5CDH5 No.: JM2 #: 2022-0642 (FI1113 ;discharge piping of non-circulating ❑Does Not y :[]Not Applicable TO THE BEST OF MY KNOWLEDGE,BELIEF AND PERSONAL JUDGMENT; y '[]Not Observable: Additional Comments/Assumptions: ;]Nat Applicable Planning #: _ DATE: 5/3/2022 C404.4 All piping insulated in accordance with ❑Complies ;Requirement will be met. THE COMMERCIAL PORTIONS(ACCESSORY SPACES TO R2 OCCUPANCIES)OF THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403, C404, C405, 5EAL t 51GNATURE: DESIGNED BY: �n [FI25]� section details and Table C403.11.3. :❑Does Not C406.3 AND C408.3 OF CHAPTER 4 [CE] "COMMERCIAL PROVISIONS "OF THE 2020 NYSBC. ❑Not Observable ❑Nat Applicable : CHECKED BY: ARS SCALE: As indicated 1 High Impact{Tier 2} 2 Medium Impact(Tier 2) 3 low Impacfi(Tier 3} 1 High Impact{Tier Z} 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) of new - ` - THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST ��'�� p 114 �4,� DWG No: ProjectTitie: 5670 W Mill Rd Tower Report date: 04/24/23 Project Titie: 5670 W Mill Rd Tower Report date: 04/24/23 C Data filename: Page 12 of 13 Data filename: Page 13 of 13 PRINTING AND 2020NYSRC, 1ST PRINTING. I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT �. � _ 0 3 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS �� N t.z+' ~ AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. �aa �ooz�'► �,�� OFlkssxoN�' KEY TO SYMBOLS "It is a violation of the State Education Law for any person, rc itect o ecor : ABBREVIATIONS unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this DUCTWORK PIPING INSTRUMENTATION EQUIPMENT drawing and/or in this specification in anyway. If any such EXISTING DUCTWORK TO REMAIN EXISTING PIPING TO REMAIN OT THERMOSTAT I I I Im BASEBOARD RADIATION A AMPERES EWBT ENTERING WET BULB item is altered, the altering engineer shall affix to the item A/C UNIT AIR CONDITIONING UNIT EAT ENTERING WATER TEMPERATURE his or her seal and the notation "altered by" followed by his %af M y7'�7 //7Gfj o nature and the date of such alteration, and a EXISTING DUCTWORK TO BE REMOVED _ EXISTING PIPING TO BE REMOVED CABINET HEATER or her signature O HUMIDISTAT ACCU AIR COOLED CONDENSING UNIT EXH EXHAUST g itecture specific description of the alteration." (�,�+ � �C. NEW DUCTWORK NEW PIPING � DUCT MOUNTED UNIT HEATER AHU AIR HANDLING UNIT EXP EXPANSION TANK This plan is approved only for the work indicated on the u 'fir �-- NEW DUCTWORK W/ACOUSTICAL LINING OF FIRESTAT ALT ALTERNATE E EXISTING application specification sheet. all other matters are not to be ---C—�j CONDENSATE PIPING ( ) relied upon, or to be considered as either being approved or DUCT UNDER POSITIVE PRESSURE g HORIZONTAL UNIT HEATER ASHRAE AMERICAN SOCIETY OF HEATING, (ER) EXISTING TO BE REMOVED PP JM2 ARCHITECTURE PC (SUPPLY AIR OR FAN DISCHARGE) �—H�--� HOT WATER SUPPLY © GAS DETECTOR in accordance with applicable codes. , REFRIGERATING AND AIR-CONDITIONING 'F DEGREES FAHRENHEIT 2410 NORTH OCEAN AVENUE DUCT UNDER NEGATIVE PRESSURE —HWR HOT WATER RETURN O REMOTE TEMPERATURE SENSOR ® PUMP ENGINEERS F & T FLOAT AND THERMOSTATIC SUITE 300 (RETURN OR OUTSIDE AIR) CHWS—S CHILLED WATER SUPPLY COILS AFD ADJUSTABLE FREQUENCY DRIVE FA FREE AREA CHWR CHILLED WATER RETURN DUCT DETECTOR SO. FT. FARMINGVILLE, NY, 1 1735 S-- -� DD ( ) DUCT UNDER NEGATIVE PRESSURE O CENTRIFUGAL FAN OR PUMP AFF ABOVE FINISHED FLOOR FAI FRESH AIR INTAKE T G31 .320.3305 FI 631 .320.3307 (EXHAUST) ---RFGT REFRIGERANT PIPING D ACT ACOUSTICAL CEILING TILE FC FLEXIBLE CONNECTION GAS GAS GAS PIPING RM REFRIGERANT LEAK DETECTOR AS AIR SEPARATOR FDMPR FIRE DAMPER W/ ACCESS DOOR Applicant: ® (400) CUBIC DIFFUSER, (AIR QUANTITY IN ELECTRIC HEATER AUTO AUTOMATIC FD FLOOR DRAIN Anthony Martignetti CUBIC FEET PER MINUTE) 4--GCS--� GLYCOL COOLING SUPPLY TH TEMPERATURE AND HUMIDITY RECORDER RETURN REGISTER, (AIR QUANTITY IN ---GCR—�j GLYCOL COOLING RETURN BB BASEBOARD FLA FULL LOAD AMPERES NTS NOT TO SCALE 8 East 92nd 5t, Apt 3 (400) CUBIC FEET PER MINUTE) -LIPS LOW PRESSURE STEAM LD LIQUID DETECTOR Fz1 CEILING EXHAUST FAN BLR BOILER FLR FLOOR OA OUTSIDE AIR New York, NY 10126 ® RECTANGULAR DIFFUSER WITH O LPC LOW PRESSURE CONDENSATE PRESSURE GUAGE _ BG BOTTOM GRILLE FPM FEET PER MINUTE OAI OUTSIDE AIR INTAKE (917) 535 - 3777 BLANKING PLATE � -� , , CENTRIFUGAL ROOF FAN BLR HP BOILER HORSEPOWER FPS FEET PER SECOND OD OUTSIDE DIAMETER DIRECTION OF FLOW Architect of f�ecord : S.R. SUPPLY REGISTER FF FLOW SWITCH BLDG BUILDING FIR FLOOR REGISTER PD PRESSURE DROP -iS.G. SUPPLY GRILLE I C.O. CLEANOUT ❑ VARIABLE FREQUENCY DRIVE BOD BOTTOM OF DUCT FT FEET PDISCH PUMPED DISCHARGE JM2 Architecture, PC R.R. RETURN PIPE TURNING UP 4REGISTER IRS BOP BOTTOM OF PIPE FOR FUEL OIL RETURN PRESS PRESSURE 2410 North Ocean Ave, 5uite 300 � PIPE TURNING DOWN ��-R.G. RETURN GRILLE BOS BOTTOM OF STEEL FOS FUEL OIL SUPPLY PSI POUNDS PER SQUARE INCH Farmingville, NY, 1 1738 �=1 LOUVER & SCREEN '�' EP ELECTRIC PNEUMATIC SWITCH RL ---- ----"-- CHILLER, LIQUID BR BOTTOM REGISTER FD/AD FIRE DAMPER AND ACCESS DOOR (R) RELOCATED (G31) 320 - 3305 BOTTOM PIPE TAP DIRECT EXPANSION BHP BRAKE HORSEPOWER FSD/AD FIRE/SMOKE DAMPER W/END SWITCH RA RETURN AIR O LINEAR DIFFUSER TOP PIPE TAP PE PNEUMATIC ELECTRIC SWITCH JH BTU BRITISH THERMAL UNIT AND ACCESS DOOR RND ROUND MEP Engineer: 10x6 TR 10" BY 6" TOP REGISTER ] CAPPED PIPE ES AP ENVIRONMENTAL SENSOR ALARM PANEL BTUH BTU PER HOUR G GAS RFGT REFRIGERANT Emtec Consulting Engineers DPC (150 150 CFM SUPPLY AIR -� PIPE BREAK CENTERLINE GA GAUGE READ REQUIRED 3555 Veterans Memorial Highway, Suite M F&T TRAP © MANUAL POTENTIOMETER CHWP CHILLED WATER PUMP GAL GALLON RA FAN RETURN FAN Ronkonkoma, NY 1 1779 A1_0.x_�__TR(TG) 10" BY 6" TOP REGISTER LOW PRESSURE DRIP PLATE HEAT EXCHANGER CHWS CHILLED WATER SUPPLY GC GENERAL CONTRACTOR RG RETURN GRILLE (631) 35G - 2 17G (150) 150 CFM TOP RETURN AIR —III— UNION CO 0 CARBON DIOXIDE SENSOR CHWR CHILLED WATER RETURN GEN GENERATOR RHG REFRIGERANT GAS 5urve or:Y STRAINER CC COOLING COIL GPM GALLONS PER MINUTE RLL REFRIGERANT LIQUID Nathan Taft Corwin 10" B�' 6" BOTTOM REGISTER C lox BR(BG) (BOTTOM GRILLE) CD CEILING DIFFUSER HCWR COMBINATION HOT/CHILLED RLA RATED LOAD AMPS 158G Main Road, (15 ) 150 CFM RETURN AIR —,HB HOSE BIBB CFM, CUBIC FEET PER MINUTE WATER RETURN RR RETURN REGISTER Jamesport, NY 1 1947 CG CEILING GRILLE HCWS COMBINATION HOT/CHILLED RSL REFRIGERANT SUCTION (G3 I) 727 - 2090 --I VOLUME_ DAMPER FLOOR DRAIN, F.D. ANNOTATION CLG CEILING WATER SUPPLY RM ROOM SUPPLY AIR FLOW CONNECT TO EXISTING CNDS CONDENSATE DRAIN HEX HEAT EXCHANGER RPM REVOLUTIONS PER MINUTE —I I— FLEXIBLE CONNECTION Protect Name 6► RETURN AIR FLOW - RA LIMIT OF REMOVAL CO CLEAN OUT HT HEIGHT SA SUPPLY AIR AUTOMATIC AIR VENT COD CONTINUED ON DRAWING HR HOUR SAG SUPPLY GRILLE _R_,_ RISE IN DUCTWORK (IN DIRECTION 41 5670 W Mill Road OF AIR FLOW) VALVES CR CEILING REGISTER HPS HIGH PRESSURE STEAM SDMPR SMOKE DAMPER -D DROP IN DUCTWORK (IN DIRECTION TRIPLE DUTY VALVE CRAC COMPUTER ROOM AIR CONDITIONER HWP HOT WATER PUMP SF SQUARE FEET OF AIR FLOW) CRP CONDENSATE RETURN PUMP HWR HOT WATER RETURN SF SUPPLY FAN Protect Address -U6 - UNDERCUT DOOR 3-WAY VALVE CT COOLING TOWER HWS HOT WATER SUPPLY SOV SHUT-OFF VALVE __ FD/AD FIRE DAMPER AND ACCESS DOOR CU FT CUBIC FEET HZ FREQUENCY SPEC SPECIFICATION 5 670 W Mill Rd, D/AD 4 FIRE/S CU IN CUBIC INCHES IN INCH OR INCHES SR SUPPLY REGISTER IUOKE DAMPER W/END SWITCH --p�- AUTOMATIC CONTROL VALVE Mattituck, NY 1 2 AND ACCESS DOOR CUH CABINET UNIT HEATER IPS IRON PIPE SIZE ST PR STATIC PRESSURE �M MOTORIZED DAMPER W/END SWITCH - BALL VALVE CW COLD (DOMESTIC) WATER KW KILOWATT SST STAINLESS STEEL BASKET STRAINER CWP CONDENSER WATER PUMP L LENGTH TAIL TOTAL ACTIVE LENGTH Protect Type ] CAP DUCT CWS CONDENSER WATER SUPPLY LAT LEAVING AIR TEMPERATURE TAO TRANSFER AIR OPENING IIIIIIIIIII FLEXIBLE DUCTWORK BUTTERFLY VALVE CWR CONDENSER WATER RETURN LBS POUNDS TBR TO BE REMOVED Renovation -zo- FLEXIBLE CONNECTION CHECK VALVE DEMO DEMOLITION LDBT LEAVING DRY BULB TEMPERATURE TEMP TEMPERATURE DB DRY BULB LEMCS LOCAL EMERGENCY MOTOR TG TRANSFER GRILLE —� SMOKE DAMPER - FLOW CONTROL VALVE DC DRY COOLER CONTROL SWITCH TOD TOP OF DUCT Revisions --D4— GATE VALVE DIA, 0 DIAMETER LD LINEAR DIFFUSER TOS TOP OF STEEL 04-25-23 155UED FOR 5UBM15510N --Db— GLOBE VALVE DMPR DAMPER LF LINEAR FEET TR TOP REGISTER 04-25-23 155UED FOR 100% CD -4- MOTOR OPERATED VALVE DN DOWN LPS LOW PRESSURE STEAM TRR TRANSFER RETURN REGISTER DWG DRAWING LPCR CONDENSATE RETURN TRD TRANSFER RETURN DUCT OUTSIDE SCREW YOKE DX DIRECT EXPANSION LWBT LEAVING WET BULB TEMPERATURE TYP TYPICAL -Igl- PLUG VALVE EA EACH LWT LEAVING WATER TEMPERATURE UH UNIT HEATER INTERPRETATION OF SINGLE LINE DUCTWORK EXA EXHAUST AIR MAX MAXIMUM UV UNIT VENTILATOR - PRESSURE REDUCING VALVE WHERE DUCTWORK IS SHOWN SINGLE LINE, FOLLOWING SHALL APPLY FOR ACTUAL DUCT CONSTR. EAT ENTERING AIR TEMPERATURE MBH THOUSAND BTU PER HOUR UNO UNLESS NOTED OTHERWISE -80- SHUTOFF BALANCING VALVE EC ELECTRICAL CONTRACTOR MC MECHANICAL CONTRACTOR V VOLTS SINGLE LINE ACTUAL CONSTRUCTION EDBT ENTERING DRY BULB TEMPERATURE MCA MINIMUM CIRCUIT AMPS VD VOLUME DAMPER SOLENOID VALVE <\� DOUBLE THICKNESS TURNING ECH ELECTRIC CABINET HEATER MOD MOTORIZED DAMPER VAV VARIABLE AIR VOLUME UNIT VANES (EITHER TYPE ELBOW EDH ELECTRIC DUCT HEATER MIN MINIMUM VENT VENTILATION AIR PRESSURE RELIEF VALVE AT CONTR.f ELBOW TO SPACE OPTION NS) JECT EF EXHAUST FAN MOT MOTOR VFD VARIABLE FREQUENCY DRIVE NDITIEL ELEVATION NFPA NATIONAL FIRE PROTECTION ASSOC. W WIDTH a D A,B SHALL BE PROPORTIONAL ELEC ELECTRIC (N) NEW W/ WITH TO AIR QUANTITY, 4" (10cm) EOD END OF DUCT NC NORMALLY CLOSED W/O WITHOUT MIN. IF A or B IS LESS THAN 4" (10cm), USE TAP DETAIL. EQ EQUAL NIC NOT IN CONTRACT WB WET BULB SPLIT OR VOLUME DAMPER IN SHORTER EUH ELECTRIC UNIT HEATER NO NORMALLY OPEN WC WATER COLUMN TAKE-OFF CONSTANT VOL. SYST.RANCH. VARIABLE VOL. SYST. # NUMBER WG WATER GAUGE NPT NATIONAL PIPE THREAD WMS WIRE MESH SCREEN VOLUME DAMPER Q ADJUSTABLE TAP UP TO 1000FPM Q THE5E DRAWING5 ARE AN INSTRUMENT OF 5ERVICE, AND TAP TAKE—OFF SUP LY OVER 1000 FPM USE V.D. ONLY RETURN A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED U5E OF THE5E DOCUMENT515 IN A VIOLATION OF SECTION 7203 5UB-DIV15ION 2 OF THE N.Y. OFFSET IN VERTICAL PLANE + SHALL BE MADE WITH 5TATE EDUCATION LAW. RISE OR DROP ELEVATION SMOOTH FITTINGS. Drawing Title DRAWING NO. TITLE M-001 MECHANICAL GENERAL NOTES MECHANICAL OFFSET IN HORIZONTAL PLANE M-002 MECHANICAL GENERAL NOTES GENERAL NOTES SHALL BE MADE WITH MECHANICAL GENERAL HORIZONTAL SMOOTH FITTINGS. M-101 MECHANICAL TOWER PLANS OFFSET PLENUM PLENUM OVER LINEAR SUPPLY OR RETURN DESCRIPTION OF WORK SCOPE M-501 MECHANICAL DETAILS 5CTM# 1000-1 OG-G-3 APP No: OVER DIFFUSER OR GRILLE M-601 MECHANICAL SCHEDULES 5CDH5 No.: JM2 #: 2022-OG42 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST DIFFUSER CONICAL FITTINGS PROVIDE MULTI SPLIT HEAT PUMP AND BATHROOM EXHAUST M-701 MECHANICAL SPECIFICATIONS PRINTING. REGULATION OF VOLUME DAMPER SHALL BE FOR TOWER Planning #: DATE: 5I3I2022 CONN. TO LINEAR ACCESSIBLE THROUGH THE FACE OF DIFFUSER M-702 MECHANICAL SPECIFICATIONS - DIFFUSER PLENUM I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATES THAT FLD FIRE RATED SEAL SIGNATURE: DESIGNED BYc B6 j TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS WILL �J ACCESS DOOR IN DUCT CHECKED BY: AP5 AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. 0 FLD MOUNTING TYPE DEPENDS ON AIR VELOCITIES AND DUCT 5CALE: As indicated FIRE DAMPER SIZE - SEE SPECIFICATIONS. of rsw } HT/r_ TG. COIL FLARE/TRANSITION DUCT TO ACCOMMODATE COIL h~ ��p 84 DWG No: 'y OP -' ------ COIL WITH FLANGED CONNECTION ALL AROUND t� Q L J ACCESS DOORS, i ="tr M = 001' 1 HEATING COIL to07� ESSI® I' "It is a violation of the State Education Law for any person, rc Itect 0 7ecor unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his J M or her signature and the date of such alteration, and a specific description of the alteration." This plan is approved only for the work indicated on the rC itecture P.c. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. , 2410 NORTH OCEAN AVENUE 5UITE 300 FARMINGVILLE, NY, 1 1735 T I G31 .320.3305 FI G31 .320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t, Apt 3 New York, NY 10128 (917) 535 - 3777 NOTES 16. ALL FLEX DUCT SHALL BE UL LISTED, R-6. FOIL—BACKED, Architect of Record : 1 . THIS PORTION OF THE PROJECT IS EXEMPT FROM CLASSIFIED AS A CLASS 1 AIR DUCT. MAXIMUM LENGTH IS TO BE JM2 Architecture, PC SEISMIC CONSTRAINTS. 3'-0" PER DROP OR PER LOCAL CODE. 2410 North Ocean Ave, 5ulte 300 2. ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE CODES 17. THE FINAL LOCATION OF AIR DEVICES MUST BE Farmingville, NY, 11736 I AND AUTHORITIES HAVING JURISDICTION. COORDINATED WITH THE REFLECTED CEILING PLAN AND (G31) 320 - 3305 4 ALL OTHER MECHANICAL, ELECTRICAL, SPRINKLER, 3. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED ARCHITECTURAL, AND STRUCTURAL SYSTEMS. MEP Engineer: PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS. 18. THE CONTRACTOR IS TO MAKE ALL LOW—VOLTAGE WIRING Emtec Consulting Engineers DPC 4. THESE DRAWINGS, AS PREPARED, ARE DIAGRAMMATIC BUT SHALL CONNECTIONS FOR ALL HVAC EQUIPMENT INCLUDING 3555 Veterans Memorial Highway, 5uite M BE FOLLOWED AS CLOSELY AS CONSTRUCTION OF THE PROJECT TEMPERATURE CONTROLS, ROOF TOP UNITS, SMOKE DETECTORS Ronkonkoma, NY 1 1779 AND THE WORK OF THE TRADES WILL PERMIT. EQUIPMENT AND CONTACTOR PANEL. (G3 I) 35G - 2 17G LOCATIONS INDICATED ARE APPROXIMATE. COORDINATE EXACT LOCATIONS, MOUNTING HEIGHTS, AND REQUIRED CLEARANCES WITH 19. PROVIDE FLEXIBLE CONNECTORS AT ALL DUCT Surveyor: EQUIPMENT SUPPLIER AND ALL TRADES PRIOR TO INSTALLATION. CONNECTIONS TO VIBRATING EQUIPMENT. THESE Nathan Taft Corwin CONNECTORS SHALL BE INSTALLED IN CLOSE PROXIMITY 158G Main Road, 5. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL THE TO SUCH EQUIPMENT. EQUIPMENT INDICATED WITHIN THE MECHANICAL DRAWINGS UNLESS Jame5p0rt, NY 1 1947 OTHERWISE NOTED. FIELD VERIFY LOCATION AND DIMENSIONS 20. FURNISH AND INSTALL SMOKE DUCT DETECTORS IN EACH AIR (G31) 727 - 2090 PRIOR TO FABRICATION AND/OR INSTALLATION. ALL EQUIPMENT CONDITIONING UNIT RETURN DUCT GREATER THAN 2000 CFM. SHALL BE UL LISTED. CONTRACTOR SHALL PROVIDE INTERCONNECTION AND WIRE TO THE FIRE ALARM CONTROL PANEL IF REQUIRED. DUCT Project Name 6. MECHANICAL CONTRACTOR SHALL REFER TO DRAWINGS FOR ALL DETECTORS SHALL HAVE REMOTE TEST STATIONS LOCATED IN THE TRADES AND PERFORM ALL WORK INDICATED AS MECHANICAL OFFICE NEAR THE RESPECTIVE THERMOSTATS. VERIFY CODE 5 670 W Mill Road CONTRACTOR WORK. REQUIREMENTS FOR DUCT DETECTORS IN BOTH THE SUPPLY AND RETURN AIR STREAMS. 7. FURNISH AND INSTALL FIRE DAMPERS WITH RATED ACCESS DOORS AT ALL DUCT PENETRATIONS THROUGH 21. THE ENTIRE INSTALLATION SHALL BE GUARANTEED FREE OF Project Addre55 FIRE RATED WALLS, SMOKE AND FIRE STOPPING, DEFECTS AND CONTRACTOR SHALL REPAIR AND / OR REPLACE 5 670 W Mill Rd SHAFTS, FLOORS, RATED CEILINGS AND PARTITIONS AS ANY DEFECTIVE MATERIALS OR EQUIPMENT AT NO COST TO THE REQUIRED TO MAINTAIN ARCHITECTURAL FIRE RATINGS. OWNER FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE PROVIDE CEILING RADIATION DAMPERS AT ALL OF ACCEPTANCE BY ARCHITECT OR ENGINEER. Mattituck, NY 1195 2 MEMBRANE PENETRATIONS OF HORIZONTAL FLOOR/CEILING ASSEMBLIES. REFER TO THE 22. ALL WORK SHALL BE SUBJECT TO THE ACCEPTANCE AND ARCHITECTURAL PLANS AND SPECIFICATIONS FOR APPROVAL OF THE ARCHITECT AND OWNER. THE ARCHITECT Project Type LOCATIONS AND FIRE RATING REQUIREMENTS. SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE Renovation 8. ALL ROOF PENETRATIONS SHALL BE AT THE CONTRACTOR'S PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE OF EXPENSE. COORDINATE WITH OWNER'S ROOFING CONTRACTOR SO PROPER NOTIFICATION DOES NOT RELIEVE THE CONTRACTOR. AS NOT TO VOID ANY EXISTING ROOF WARRANTIES. THE CONTRACTOR SHALL CORRECT ANY AND ALL WORK ARISING FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE ReV15M5 j 9. EACH UNIT GENERATING CONDENSATE SHALL BE PROVIDED WITH A SATISFACTION OF THE ARCHITECT WITHOUT ADDITIONAL COST TO CONDENSATE DRAIN WITH EXTERNAL, 4" DEEP P—TRAP. EXTEND THE OWNER. 04-25-23 155UED FOR 5UDM155ION DRAIN TO A ROOF MOUNTED SPLASH PAD OR AN ACCEPTABLE 04-26-23 155UED FOR 100% CD LOCATION REQUIRED BY CODE. 23. PROVIDE MANUAL BALANCING DAMPERS AS REQUIRED TO PROPERLY BALANCE EACH INDIVIDUAL AIR DISTRIBUTION 10. DUCT WORK SHALL BE CONSTRUCTED OF GALVANIZED SYSTEM. IF THE LOCATION OF THE BALANCING DAMPER SHEET STEEL IN STRICT COMPLIANCE WITH THE LATEST IS NOT DEFINED ON THE DRAWINGS, THE FOLLOWING EDITION OF THE ASHRAE, NFPA, AND SMACNA MINIMUMS STANDARDS SHALL GOVERN: ALL SUPPLY, STANDARDS. ALL DUCTS TO HAVE PITTSBURGH TYPE RETURN, AND EXHAUST MAIN BRANCHES FROM TRUNKS, LOCK FOR LONGITUDINAL SEAMS AND DRIVE SLIP / "S" EACH SPLIT AND ALL SUB—BRANCHES FROM MAINS SLIP FOR TRANSVERSE JOINTS. "DUCT—MATE" JOINT SHALL INCORPORATE BALANCING DAMPERS. SYSTEM IS ACCEPTABLE IN LIEU OF PRIOR SEAM 24. THE CONTRACTOR SHALL, UPON COMPLETION OF PROJECT, SYSTEMS. DUCT WORK SHALL BE FULLY INSULATED AS PERFORM A COMPLETE TEST AND BALANCE OF ALL EQUIPMENT IN PER APPLICABLE CODES AND WRITTEN SPECIFICATIONS. COMPLIANCE WITH ALL APPLICABLE CODES, 11 . PROVIDE 1 " INTERNAL ACOUSTICAL LINING ON SUPPLY REGULATIONS, PLANS AND WRITTEN SPECIFICATIONS. CONTRACTOR SHALL PROVIDE A WRITTEN REPORT TO THE AND RETURN DUCTWORK UP TO 15 —0 FROM UNIT. ARCHITECT. ALL CAPACITIES MUST BE SET TO WITHIN ±10% OF 12. DRAWINGS ARE DIAGRAMMATIC AND ALL DUCTWORK AMOUNTS INDICATED 0� THE FLOOR PLAN AND SCHEDULES. SHOWN MUST BE FIELD VERIFIED AND COORDINATED 25. UPON COMPLETION OF INSTALLATION, SYSTEM INSTALLERS SHALL WITH ALL TRADES AND STRUCTURES BEFORE PROVIDE WITH ONE (1) FULL SIZE SET OF AS BUILT DRAWINGS, FABRICATION. DUCT SIZES SHOWN ON DRAWINGS ARE AS WELL AS AUTOCAD AND PDF FORMATS. INSIDE DIMENSIONS, INCREASE DUCT SIZES AS REQUIRED FOR INTERNAL LINING. 13. ALL METAL DUCT AND AIR DISTRIBUTION DEVICES SHALL BE 26. AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS INSULATED WITH 75 DENSITY FOIL—BACKED INSULATION WITH FIRE AND SEAMS SHALL COMPLY WITH EITHER THE INTERNATIONAL O TH F THE BUILDING ANDD R-8 WHEN MECHANICAL CODE OR INTERNATIONAL RESIDENTIAL CODE, AS DUCT IS LOCATED INSIDE O AND SMOKE RATING 25-5VALUE SHALL WHEN APPLICABLE. AIR HAND DESIGNATION FOR AN AIR LEAKAGE OF NO MORE THAN 2LERS SHALL HAVE A MANUFACTURER'S THE5E DRAWINGS ARE AN IN5TRUMENT OF 5EKVICE, AND LOCATED OUTSIDE OF THE BUILDING OR WITHIN THE EXTERIOR A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ENVELOPE ASSEMBLY. PERCENT OF THE DESGN AIR FLOW RATE WHEN TESTED IN ANY UNAUTHORIZED U5E OF THE5E DOCUMENT515 IN A ACCORDANCE WITH ASHRAE 193. DUCTS, AIR HANDLERS AND 14. UNLESS OTHERWISE NOTED, ALL SUPPLY TAKEOFFS SHALL HAVE FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL VIOLATION OF SECTION 7209 5UD-DIV15ION 2 OF THE N.Y. A MANUAL VOLUME CONTROL DAMPER. COMPLY WITH THE 2015 INTERNATIONAL MECHANICAL CODE (AS 5TATE EDUCATION LAW. AMENDED), THE 2015 INTERNATIONAL RESIDENTIAL CODE (AS 15. ANY ADJUSTABLE PATTERN CONTROLLER OR BLADE SHALL BE AMENDED), AS APPLICABLE Drawing Title FIELD SET BY THE INSTALLING CONTRACTOR AS INDICATED ON MECHANICAL THESE DOCUMENTS. 27. ALL RESETS FOR CONTROLS SHALL BE AUTOMATIC, UNLESS SPECIFICALLY NOTED AS MANUAL. GENER AL NOTE5 5CTM# 1000-I OG-G-3 APP No: 5CDH5 No.. JM2 #: 2022-0642 Planning #: _ DATE: 5/3/2022 5EAIL f SIGNATURE: DE51GNED BY: B0 CHECKED BY: AP5 5CALE: A5 indicated I QF "Etv p.84 �a� DWG No: mmuu2 c+ PESSIO f "It is a violation of the State Education Law for any person, Architect of Recorl: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such 2 item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his J M or her signature and the date of such alteration, and a specific description of the alteration." r _ This plan is approved only for the work indicated on the U Recture P.c. application specification sheet. all other matters are not to be AC-3 relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. w / 2410 NORTH OCEAN AVENUE 5UITE 300 FARMINGVILLE, NY, 1 1738 T I G31 .320.3305 FI G31 .320.3307 � DRY TORAGE LOFT z O Si" Applicant: Y Anthony Martignetti i 8 East 92nd 5t, Apt 3 T New York, NY 10125 o (917) 535 - 3777 Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 TOWER ATTIC PLAN Farmingville, NY, 1 1736 SCALE: 1/4" = 1 '-0" (G31) 320 - 3305 MEP Engineer: Sh per `}'p � r�ry�py�4 4 Emtec Consulting Engineers DPC 2 3555 Veterans Memorial Highway, Suite M 3 Ronkonkoma, NY 1 1770 (G31) 35G - 217G Surveyor: S AFF OCK RS C-2 Nathan Taft Corwin 158G Main Road, STONE PAVERS / Jamesport, NY 11947 TOILETR00 EM F 4 (G3 I) 727 - 2090 I I V I /bMCE Ij Project Name J 5670 W Mill Road L_ WOOD DECK / DESK Project Address T 5670 W Mill Rd, Mattituck, NY 1 1952 O KEY NOTES Project Type 1. PROVIDE NEW OUTDOOR CONDENSER. MOUNT UNIT TO EXTERIOR WALL Renovation AT A MIN OF 3' ABOVE GRADE. MOUNT UNIT TO WALL AS PER MANUFACTURERS DIRECTIONS. CONTRACTOR TO CONFIRM FINAL LOCATION IN FIELD WITH OWNER/ARCHITECT. PROVIDE REFRIGERANT WOOD DECK PIPING UP SIDE OF THE BUILDING TO ACU-1,2,3. PROVIDE WEATHER Revisions PROOF ENCLOSURE AROUND REFRIGERANT PIPING. 2. PROVIDE NEW 1 TON INDOOR UNIT. CONTRACTOR TO COORDINATE 04-25-23 155UED FOR 5U13M15510N EXACT LOCATION IN FIELD. PROVIDE J" CONDENSATE PIPING AND 04-26-23 155UED FOR 100% CD ROUTE DRAIN PIPING OUTSIDE OF BUILDING TO GROUND. 3. PROVIDE NEW TOILET INLINE TOILET EXHAUST FAN IN CEILING. INTERLOCK EXHAUST FAN WITH BATHROOM LIGHT SWITCH. 4. PROVIDE NEW WALL LOUVER WITH MIN 0.2 SQFT FREE AREA. LOCATE LOUVER MIN 3' FROM NEAREST OPERABLE WINDOW. COORDINATE WITH TOWER SECOND FLOOR PLAN ARCHITECT FOR LOUVER LOCATION. 5, REMOVE EXISTING SIDEWALL EXHAUST FAN. DISCONNECT AND REMOVE SCALE: 1/4" = 1 '-0" 1 POWER AND WIRING BACK TO PANEL. REPAIR EXTERIOR WALL AS NEEDED. REFER TO ARCHITECT FOR REPAIR WORK. ACCU-1 5 0 AC-1 SHEET NOTES WALK-IN THE5E DRAWINGS ARE AN IN5TRUMENT OF SERVICE, AND REFRIGERATOR 1. REFER TO M-001 FOR MECHANICAL SYMBOLS, ABBREVIATIONS, AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 0 GENERAL NOTES. ANY UNAUTHORIZED U5E OF THE5E DOCUMENT5 15 IN A 2. REFER TO M-500 SERIES FOR MECHANICAL DETAILS. VIOLATION OF SECTION 7200 5UB-DIV15ION 2 OF THE N.Y. ° 0 3. REFER TO M-600 SERIES FOR MECHANICAL SCHEDULES. Drawing Title STATE EDUCATION LAW. 4. REFER TO M-700 SERIES FOR MECHANICAL SPECIFICATIONS. MECHANICAL TOWER PLAN5 5CTM# 1000-1 OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-OG42 Planning #: _ DATE: 5/3/2022 SEAL SIGNATURE: DE51GNED BY: BG CHECKED BY: APS j 5CALE: As indicated Of "Irw DWG No: TOWER FIRST FLOOR PLAN SCALE: 1/4" = 1 '-0" � ►�,��,� •;;.n��.�b�� e 10074� R��'E551�HP "It is a violation of the State Education Law for any person, rc I ct o ecor 2 TYP 1 TYP unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his or her signature and the date of such alteration, and a _. specific description of the alteration." �,r+ , �� p c � � � Q C p.C. This plan is approved only for the work indicated on the ��.•rr G application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. SECURE AS REQUIRED TO 2410 NORTH OCEAN AVENUE STRUCTURE ABOVE AT A SUITE 300 B A MINIMUM OF EVERY 7FT OF 3 TYP. EXISTING WOOD JOIST STRUCTURE FARMINGVILLE, NY, 11736 LENGHT OF DUCTWORK JFLOR — T 631 .320.3305 F 631 .320.3307 A 15' OR LE 8 AIR — 771 AIR (TYPICAL) 4 TYP. E-- 15' OR LESS — FKE FLOW FLOW Applicant: TRANSFORMATION EXPANSION CONTRACTION Anthony Martignetti 8 East 92nd 5t, Apt 3 TURNING New York, NY 10 128 VANE o (9 17) 535 - 3777 I TURNING Architect of Record : VANES X JM2 Architecture, PC Li ?/3 p 4THREE I TURNING VANES 2/3D D-�I 1. ITW BUILDEX SAMMYS—GST20 WOOD-3/8"ROD (VERTICAL MOUNT) 2410 North Ocean Ave, Suite 300 90' ELBOW UL—FM—NFPA APPROVED — PULLOUT 1760# — FIR 45' ELBOW SIMILAR NO THROAT RADIUS SHORT RADIUS FULL RADIUS (USE IN NOT LESS THAN NOMINAL 2"WX3"h. Farmingville, NY, 1 1735 1. ITW BUILDEX SIDEWINDERS—SWG10 WOOD-3/8"ROD (HORIZONTAL MOUNT) (631) 320 - 3305 UL—FM—NFPA APPROVED — PULLOUT 622# — FIR MEP En sneer: (USE IN NOT LESS THAN NOMINAL 2"WX3"h.) g 3. THREADED ROD (3/8" MIN). Emtec Consultin En ineers DPC o 4. THREADED ROD COUPLING. WALL GLASS FIBER INSULATION TO FILL VOID 9 93555 Veterans Memorial Highway, Suite M aZz SHEET METAL SAFING ALL AROUND TO MATCH Ronkonkoma, NY 1 1779 o= Q WOOD STRUCTURE DUCTWORK MATERIAL (MIN. 22 GA.)SUPPLY OR RETURN WYE TURNING VANES �'`- - " I 56 - 2176 (RECTANGULAR DUCTZ METHOD OF HANGING DUCTWORK Surveyor: Nathan Taft Corwin �JD NO SCALE RECTANGULAR OR ROUND DUCT 1586 Main Road, Q Jamesport, NY 11947 (631) 727 - 2090 I I � I�D 3/4 D 90 ELBOW TAKE—OFF NOTE: COORDINATE CONNECTION MOUNT FAN FROM STRUCTURE CAULK AIR—TIGHT ALL AROUND 1/2" MAX. RETURN AIR BRANCH USE ONLY IN AREAS FULL RADIUS ELBOW TO BUILDING WITH ARCHITECT �- Project Name FITTING WHERE SPACE IS LIMITED TAKE—OFF AND STRUCTURAL ENGINEER. ABOVE WITH THREADED RODS. PROVIDE WITH SPRING 5 670 W Mill Road . NOTES: DUCTWORK DETAILS VIBRATION ISOLATORS NO SCALE 1. INTERIOR WALLS REQUIRE SAFING ON ONE SIDE OF WALL ONLY FOR CONCEALED DUCTS AND ON BOTH SIDES OF WALL FOR EXPOSED DUCTS. ACOUSTICAL LINING 2. COORDINATE LINTELS WITH G.C. AS REQUIRED. Project Address 3. WHERE SLEEVES ARE PROVIDED, SEAL BETWEEN SLEEVE AND DUCT. 5 670 W Mill Rd, EXTEND 4' FROM TYPICAL PICAL PENETRATION OF FAN DISCHARGE Mattltuck, NY 1 195 2 PROVIDE BDD NON FIRE-RATED WALL DETAIL Project Type SCALE: NONE yp Renovation Revisions o ' I 04-25-23 155UED FOR 5UDM155ION GASKETED 04-26-23 155UED FOR 100% CD TO SIDEWALL ACCESS FLEXIBLE CONNECTION DISCHARGE CAP PANEL W/ SCREEN IN-LINE INSTALLATION IN-LINE CEILING EXHAUST FAN DETAIL SCALE: NONE MAX. OF 12" TO BRANCH CONNECTION NOTES: UNLESS NOTED OTHERWISE 1) ACOUSTICALLY LINE ALL RETURN DUCT. 2) LINE SUPPLY DUCT TO 25 FT FROM FAN IN ACCORDANCE WITH THE SPECIFICATIONS. ALVANIZED SHEET METAL DUCT USE RIGID GALVANIZED 90 DEGREE ELBOW I PARALLEL TO STRUCTURE ROOF ANGLE OR UNISTRUT JOIST 6" 6" VOLUME DAMPER LOCATED METAL STRAP CLAMP HANGER STRAP IN ACCESSIBLE LOCATION. FIBERGLASS (TYPICAL) 2 PLACES SEE NOTE 1. PROVIDE ACCESS DOOR OR CABLE OPERATOR IF NOT INSULATION PER INSULATED FLEXIBLE DUCT SPECIFICATIONS (MIN. 2', MAX. 5', NO MORE OPPOSED BLADE THAN ONE 90' BEND) DAMPER AT THE5E DRAWING5 ARE AN INSTRUMENT OF 5ERVICE, AND SHEET METAL 1" MIN I-- SCREWS SEE DIFFUSER A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. NOTE 2. (TYP) INSULATE DIFFUSER TRANSITION FITTING ANY UNAUTHORIZED U5E OF THE5E DOCUMENT515 IN A 60" MAX BACK AND SEAL WITH AS REQUIRED VIOLATION OF 5ECTION 7209 5UD-DIVI5ION 2 OF THE N.Y. VAPOR BARRIER TAPE I SUPPLY AIR DIFFUSER 5TATE EDUCATION LAW. ROOF I Drawing Title PERPENDICULAR TO STRUCTURE MECHANICAL TYPICAL DIFFUSER OR GRILLE CONNECTION DETAIL5 SCALE: NONE RECTANGULAR DUCT 5CTM# 1000-106-6-3 APP No: BOTTOM OF THREADED STRUCTURE ROD (TYP) 5CDH5 No.: JM2 #: 2022-OG42 i LOADS MUST BE Planning #: _ DATE: 5/3/2022 i HUNG WITHIN 6" OF PANEL POINTS ANGLE OR UNISTRUT 5EAL 51GNATURE: DE51GNED BY: 6G NOTES: CHECKED BY: AP5 1.USE THREADED ROD FOR ALL DUCTS LARGER THAN 60"0 WIDE. 2.SHEET METAL SCREWS MAY BE OMITTED IF HANGER STRAP IS CONTINUOUS AND 5CALE: A5 indicated LOOPS UNDER ENTIRE DUCT. of EW }o DWG No: RECTANGULAR DUCT SUPPORT DETAIL y~� P-84 NO SCALE a�FESSI k r "It is a violation of the State Education Law for any person, rc itect of Kecord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his J, M or her signature and the date of such alteration, and a specific description of the alteration." u r e �'` QQ ��'++ This plan is approved only for the work indicated on the ram+ G L � p C. application specification sheet. all other matters are not to be EXHAUST FAN SCHEDULE BASIS OF DESIGN GREENHECK relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. , FAN ELECTRICAL APPROX. 2410 NORTH OCEAN AVENUE ID MODEL NO. SERVICE E.S P DIM. WEIGHT REMARKS CFM RPM IN W WATTS DRIVE AMPS SONES LxWxH V/PH/Hz MCA MFS (LBS) SUITE 300 FARMINGVILLE, NY, 1 1738 EF-4 SP—A90 TOWER TOILET 75 870 1 0.25 15 DIRECT 0.14 0.4 13x10x9 115/1/60 — — 12 1 2 3 T G31 .320.3305 F G31 .320,3307 r i O1 INTERLOCK WITH LIGHT SWITCH 0 HANGING VIBRATION ISOLATORS O3 BACKDRAFT DAMPER Applicant: Anthony Martignetti 8 East 92nd St, Apt 3 MULTI SPLIT UNIT HEAT PUMP OUTDOOR UNIT BASIS OF DESIGN: SAMSUNG New York, NY 10 128 NOMINAL COND FAN APPROX. ELECTRICAL PPROX. (9 17) 535 - 3777 UNIT UNIT UNIT UNIT ID MODEL NO. SERVICE CAPACITY NO. OF FLA DIMENSION KW V/PH/Hz MCA MFS EER SEER HSPF WEIGHT REMARKS Architect of Record : BTU FANS EACH WxDxH (LBS) JM2 Architecture, PC ACCU--1 AJ036BXS4CH/11 AC-1,2,3 36,000 2 1.28 37X48X13 — 208/1/60 36.5 40 1 12.5 1 20 1 10.5 1 193 10 2410 North Ocean Ave, Suite 300 O1 MOUNTING BRACKETS Farmmgville, NY, 11738 (G31) 320 - 3305 MEP Engineer: SPLIT UNIT HEAT PUMP INDOOR UNIT BASIS of DESIGN: SAMSUNG Emtec Consulting Engineers DPC COOLING CAPACITY HEATING CAPACITY APPROX. 3555 Veterans Memorial Highway, Suite M MARK MANUFACTURER SERVICE MODEL CFM MCA V/PH WEIGHT TOTAL TOTAL DIMENSION REMARKS Ronkonkoma, NY 1 1779 (A) (LB) MBH MBH (63 I) 35G - 2 176 AC-1 SAMSUNG FIRST FLOOR TOWER AR12TSFABWKNCV 350 — — 23 12 12 35X12X8.5 5urveyor: AC-2 SAMSUNG 2ND FLOOR TOWER AR12TSFABWKNCV 350 — — 23 12 12 35X12X8.5 OQ Nathan Taft Corwin AC-3 SAMSUNG 3RD FLOOR TOWER AR12TSFABWKNCV 350 — — 23 12 12 1 35X12X8,51 1 (1)02 156G Main Road, �1 INDOOR UNITS TO BE POWERED BY Q REMOTE THERMOSTAT SAMSUNG MODEL Jame5port, NY 1 1947 OUTDOOR UNIT MWR—WGOOUN 727 - 2090 Project Name 5670 W Mill Road Project Address 5670 W Mill Rd, Mattituck, NY 1 1952 Project Type Renovation RCV151on5 04-25-23 ISSUED FOR SUBMISSION 04-28-23 155UED FOR 100% CD THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N,Y. STATE EDUCATION LAW. Drawing Title MECHANICAL SCHEDULES SCTM# 1000-I OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-0642 Planning #: _ DATE: 5/3/2022 SEAL 51GNATURE: DESIGNED BY: e0 CHECKED BY: APS SCALE: A5 indicated Of INIEW DWG No: P.94 �a 6 ES to "It is a violation of the State Education Law for any person, Architect ot Kecord: GENERAL: A. 2020 NEW YORK STATE BUILDING CODES. unless he or she is acting under the direction of a licensed B. 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. DUCTWORK AND AIR DISTRIBUTION DEVICES: professional engineer to alter an item in anyway, on this A. THE"GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION",AIA DOCUMENT A201,LATEST EDITION,AND THIS C. ASHRAE STANDARDS AS APPLICABLE. drawing and/or in this specification in anyway. If any such SPECIFICATION,AS APPLICABLE,ARE PART OF THIS CONTRACT. D. SMACNA MANUALS AS APPLICABLE. A.EXCEPT AS OTHERWISE NOTED,ALL DUCT WORK AND SHEET METAL WORK SHALL BE IN ACCORDANCE WITH LATEST item is altered, the altering engineer shall affix to the item E. NATIONAL FIRE PROTECTION ASSOCIATION. EDITION OF SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION INC.(SMACNA)"DUCT his or her seal and the notation "altered by" followed by his i M B. ALL APPLICABLE CODES,LAWS AND REGULATIONS,GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE F. ALL EQUIPMENT SHALL BE UNDERWRITERS LABORATORIES INC.(U.L.)APPROVED. MANUAL AND SHEET NETAL CONSTRUCTION FOR VENTILATING AND AIR CONDITIONING SYSTEMS,SECTION 1 -LOW or her signature and the date of such alteration, and a F HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS.THESE PROVISIONS SHALL BE VELOCITY SYSTEMS AND SECTION 2-HIGH VELOCITY SYSTEMS",SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL AND specific description of the alteration."CARRIED OUT BY THE CONTRACTOR WHO SHALL INFORMTHE OWNER,PRIOR TO SUBMITTING A PROPOSAL,OF ANY REFRIGERATION WORK: ADC AND TIMA FLEXIBLE DUCT PERFORMANCE STANDARDS. This plan is approved only for the work indicated on the rd + l e c u r e P.c. WORK OR MATERIALS,WHICH VIOLATE ANY OF THE LAWS AND REGULATIONS. ANY WORK DONE BY THE application specification sheet. all other matters are not to be CONTRACTOR CAUSING SUCH VIOLATIONS SHALL BE CORRECTED BY THE CONTRACTOR. THE DESIGN, ALL REFRIGERATION WORK,INCLUDING THE CHARGING AND/OR RECLAIMING OF REFRIGERANT,SHALL BE B. SHEET METAL MATERIALS: relied upon, or to be considered as either being approved or CONSTRUCTION,INSTALLATION AND ALTERATION FOR THE SYSTEM FOR PROVIDING VENTILATION AND AIR CONDUCTED BY EPA CERTIFIED TECHNICIANS AND PREFORMED IN ACCORDANCE WITH THE FEDERAL CLEAN AIR in accordance with applicable codes. JM2 ARCHITECTURE, PC CONDITIONING SHALL COMPLY WITH THE 2008 NYC MECHANICAL CODE. ACT AND AS AMMENDED BY LOCAL JURISDICTION. 1.GALVANIZED STEEL:ASTM A-527 LOCK FORMING QUALITY GALVANIZING. ASTM A-525 COATING DESIGNATION G-90. 24 10 NORTH OCEAN AVENUE C. PROVIDE ALL LABOR,MATERIALS,EQUIPMENT,AND CONTRACTOR'S SERVICES NECESSARY FOR COMPLETE AND SAFE EXAMINATION OF EXISTING CONDITIONS: C.MINIMUM SHEET METAL GAUGES SHALL BE AS FOLLOWS: SUITE 300 INSTALLATION OF ALL WORK INDICATED OR SPELLED OUT IN CONTRACT DOCUMENTS,IN FULL CONFORMITY WITH (AS PER SMACNA RECOMMENDED GUIDELINES) FARM I NGVILLE, NY, 1 1738 REQUIREMENTS OF BUILDING CODES AND OF ALL AUTHORITIES HAVING JURISDICTION. BEFORE SUBMITTING PROPOSALS BIDDERS SHALL VISIT THE SITE AND CAREFULLY EXAMINE THOSE PORTIONS OF T G31 .320.3305 F I G31 .320.3307 THE BUILDING AFFECTED BY THE WORK SO AS TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND DIMENSIONS OF LONGEST SIDE OF DUCT SHEET METAL GAUGE D. INSTALL ALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION,MAINTENANCE AND REPAIR.MINOR DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE UP TO 30" 24 DEVIATIONS FROM THE DRAWINGS MAY BE MADE TO ACCOMPLISH THIS,BUT CHANGES WHICH INVOLVE EXTRA CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR OR 31"THRU 54" 22 Applicant: COST,SHALL NOT BE MADE WITHOUT APPROVAL. MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH Anthony Martignetti AN EXAMINATION BEEN MADE,AS DETERMINED BY THE ARCHITECT,WILL NOT BE RECOGNIZED. D.DUCTWORK SHALL HAVE PRESSURE-VELOCITY CLASSIFICATIONS AS FOLLOW: E. EACH BIDDER SUMMING HIS PROPOSAL SHALL EXAMINE ALL DRAWINGS RELATING TO THIS WORK AND VERIFY ALL Q.INDOOR FLEXIBLE CONNECTIONS:NEOPRENE COATED GLASS FIRE RETARDANT FABRIC,30 OZ.PER SQUARE YARD WITH 8 East 02nd St, Apt 3 GOVERNING CONDITIONS AT THE BUILDING AND SHALL BECOME FULLY INFORMED AS TO THE EXTENT AND PERMITS AND CERTIFICATES: DUCT CONSTRUCTION CLASS STATIC PRESSURE RATING PRESSURE SMACNA LEAKAGE CLASS SEWED AND CEMENTED SEAMS,SIMILAR TO VENT FABRICS. New York, NY 10 128 CHARACTER OF THE WORK REQUIRED AND ITS RELATION TO OTHER WORK. NO CONSIDERATION WILL BE GRANTED FOR ANY ALLEGED MISUNDERSTANDING OF THE MATERIALS TO BE FURNISHED OR WORK TO BE DONE,IT BEING THIS CONTRACTOR SHALL GIVE NECESSARY NOTICES,FILE DRAWINGS AND SPECIFICATIONS WITH THE 2" 2" POS.OR NEG. 6 R.EXHAUST REGISTERS:EXTRUDED ALUMINUM,FIXED HORIZONTAL FINS(45 DEG.),a INCH SPACING,WITH AN OPPOSED (917) 535 - 3777 UNDERSTOOD THAT THE SUBMISSION OF A PROPOSAL IS AN AGREEMENT TO ALL ITEMS AND CONDITIONS DEPARTMENTS HAVING JURISDICTION,OBTAIN PERMITS OR LICENSES NECESSARY TO CARRY OUT THIS WORK AND 1" 1" POS.OR NEG. 6 BLADE DAMPER,SIMILAR TO ANEMOSTAT MODEL 73HOD". REFERRED TO HEREIN OR INDICATED ON THE ACCOMPANYING DRAWINGS. (SEE"EXAMINATIONS OF EXISTING PAY ALL FEES REQUIRED. Z' POS.OR NEG. 6 Architect of Record CONDITIONS"BELOW). S.RETURN GRILLES:EXTRUDED ALUMINUM,FIXED HORIZONTAL FINS(45 DEG.),a INCH SPACING,SIMILAR TO ANEMOSTAT JM2 Architecture, PC SUBMITTALS: E.WHEN MAKING OFFSETS AND TRANSFORMATIONS NECESSARY TO ACCOMMODATE STRUCTURAL CONDITIONS, MODEL 73HD". F. IF DURING THE INSPECTION,THE CONTRACTOR FINDS ANY OBSTRUCTION OR INTERFERENCE THAT MAY PROHIBIT THE PRESERVE FULL CROSS SECTIONAL AREA OF DUCTWORK SHOWN ON DRAWINGS. 2410 North Ocean Ave, Suite 300 PROPER INSTALLATION OF HIS WORK,HE IS TO MAKE IT KNOWN TO THE BUILDING OWNER AND TENANT BEFORE ELECTRONIC(E-MAIL)OR FAXED SUBMISSIONS OF SHOP DRAWINGS WILL NOT BE ACCEPTED.ALL SHOP DRAWINGS WATER SYSTEM SPECIALTIES GENERAL: AND AT THE TIME OF SUBMITTING HIS PROPOSAL. BY SUBMISSION OF THE BID,IT IS UNDERSTOOD THAT SUCH OR CUT SHEETS MUST BE SUBMITTED AS PRINTED COPIES IN SUITABLE QUANTITIES FOR DISTRIBUTION(MINIMUM 5 F.FABRICATION: Farmingville, NY, 1 1738 INSPECTION HAS BEEN MADE AND BID INCLUDES ALL MATERIALS AND REQUIRED RELOCATION FOR ALL WORK. COPIES OR AS SPECIFIED BY ARCHITECT) (G3 I) 3 20 - 3305 A. ALL PIPING SHALL BE SO PITCHED THAT ALL AIR IN THE SYSTEM CAN BE VENTED THROUGH AUTOMATIC AIR G. ALL DUCTWORK INDICATED ON DRAWINGS ARE DIAGRAMMATIC AD DOES NOT SHOW OFFSETS,DROPPING AND RISING PRIOR TO SHIPMENT OF EQUIPMENT,TO ANY FABRICATION OF DUCTWORK OR PIPING,OR THE START OF 1.FABRICATE DUCTWORK FROM GALVANIZED SHEET METAL OF THE GAUGES SPECIFIED. VENTS. ALL PIPING SHALL BE ARRANGED SO THAT ENTIRE SYSTEM MAY BE DRAINED. CONNECTIONS TOEQUIPMENT SHALL BE TAKEN OFF THE TOP OF THE MAINS FOR UPFEED AND THE BOTTOM OF THE MAINS FOR MEP E n I n ee r: OF RUNS AS MAY BE NECESSARY. THE CONTRACTOR SHALL PROVIDE FOR OFFSETS,DROPPING AND RISING OF INSTALLATION OF SYSTEM COMPONENTS,SUBMIT COORDINATED SHOP DRAWINGS,CATALOG CUT SHEETS,AND G.DISSIMILAR METALS: SEPARATE DISSIMILAR METALS USED FOR DUCTWORK WITH 10 OZ.CANVAS IMPREGNATED DOWNFEED AT EITHER A 45 DEGREE ANGLE OR A 90 DEGREE ANGLE FROM HORIZONTAL PLANE. PIPING SHALL BE DUCTWORK AS REQUIRED TO AVOID OBSTRUCTIONS. THE SHEET METAL CONTRACTOR WILL BE RESPONSIBLE FOR SCHEDULES TO THE ENGINEER FOR APPROVAL. MATERIALS AND EQUIPMENT REQUIRING SHOP DRAWING WITH ZINC CHROMATE.NE SEPARATION IS REQUIRED BETWEEN SCREWS OR RIVETS AND THE MATERIALS THEY ARE INSTALLED SO AS TO AVOID TRAPPING OF AIR. NO PIPING SHALL BE LESS THAN'INCH UNLESS OTHERWISE Emtec Con5ulting Engineers DPC ANY ADDITIONAL STATIC PRESSURE DUE TO THE ADDITION OF ELBOWS AND DUCT TURNS. SUBMITTAL,AND OTHER ITEMS REQUIRING SUBMISSION,INCLUDE BUT NOT LIMITED TO THE FOLLOWING: INSERTED IN. NOTED. FOR PIPE SIZES NOT INDICATED ON PLANS, SEE MANUFACTURER'S EQUIPMENT CONNECTION DETAILS, 3555 Veterans Memorial Highway, Suite M H. ALL MATERIALS AND EQUIPMENT SHALL BE NEW UNLESS OTHERWISE NOTED,AND SHALL BE INSTALLED IN A.AIR CONDITIONING AND AIR HANDLING EQUIPMENT. H.SEALING REQUIREMENTS FOR CLASS A,LEAKAGE CLASS 6,GALVANIZED,NON WELDED ALUMINUM OR NON WELDED PROVIDE FITTINGS FOR CHANGE IN PIPE SIZE FOR FINAL CONNECTION AT EQUIPMENT REQUIRED. PROVIDE UNION Ronkonkoma, NY 1 1770 ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. B.HANGERS AND SUPPORT INCLUDING VIBRATION ISOLATION EQUIPMENT. STAINLESS STEEL DUCTWORK. CONNECTIONS AT EACH PIECE OF EQUIPMENT AND ON EACH SIDE OF ALL VALVES. PROVIDE VALVED AND CAPPED C.SHEET METAL STANDARDS AND DETAILS, CONNECTIONS AT ALL POINTS IN PIPING SYSTEMS REQUIRED FOR DRAINING SYSTEMS. (G3 1) 35G - 2 17G I. THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS AND ALL PARTS OF THE BUILDING,EXTERIOR SPACES D.DUCTWORK LAYOUT. 1. TRANSVERSE JOINTS Surveyor: AND ADJACENT STREET,SIDEWALKS AND PAVEMENTS,FREE FROM MATERIALS AND DEBRIS RESULTING FROM THE E.INSULATION(ALL TYPES). B. AVOID ENTRY OF FOREIGN MATTER INTO PIPING DURING CONSTRUCTION. AFTER COMPLETION OF PIPING,FLUSH EXECUTION OF THIS WORK. EXCESS MATERIALS WILL NOT BE PERMITTED TO ACCUMULATE EITHER ON THE F. ELECTRIC HEATERS AND ACCESSORIES. a.DURING ASSEMBLY SEAL ALL FLANGED TRANSVERSE JOINTS WITH SEALING TAPE OF QUALITY EQUAL TO SYSTEM WITH WATER. REMOVE AND CLEAN STRAINERS AND BLOW OFF ALL PIPING LOW POINTS AT THE END OF Nathan Taft Corwin INTERIOR OR THE EXTERIOR. G. DAMPERS(ALL TYPES). HARDCAST INC. 1902-FIR.CORNERS SHALL BE SEALED AS DESCRIBED BY SMACNA AND WHEN APPLICABLE PER FLUSH PERIOD. 156G Main Road, H. FANS AND ACCESSORIES. MANUFACTURERS PUBLISHED PROCEDURES. C. TRAP SEAL IN CONDENSATE DRAIN PIPING SHALL BE MINIMUM ONE INCH GREATER THAN STATIC PRESSURE IN Jame5port, NY 1 1047 J. CONTRACTOR IS RESPONSIBLE FOR FIELD COORDINATION WITH OTHER TRADES. I.CURBS AND PITCH POCKETS. b. SEAL ALL NON FLANGED TRANSVERSE JOINTS WITH HARDCAST INC.VERSA GRIP 102 OR APPROVED EQUAL. SYSTEM. J.ALL DUCTWORK ACCESSORIES. (G3 I) 727 - 2000 K. CONTRACTOR IS TO MAINTAIN CURRENT WORKING RECORD DRAWINGS ON SITE AT ALL TIMES. K.GRILLES,REGISTERS AND DIFFUSERS. 2. LONGITUDINAL SEAMS D. PROVIDE AS REQUIRED:AUTOMATIC AIR VENTS,MANUAL AIR VENTS,AND RELIEF AIR VALVES. L.INSTRUMENTATION. L. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED. WHEN NECESSARY,EQUIPMENT SHALL BE M.MOTOR CONTROLLERS. a. SEAL ALL LONGITUDINAL SEAMS DURING DUCTWORK WITH HARDCAST INC.COLD SEAL 1001 OR APPROVED PIPE HANGERS: Project Name SHIPPED FROM MANUFACTURER IN CRATED SECTIONS OF SIZE SUITABLE FOR MOVING THROUGH RESTRICTED N.CONTROL DIAGRAMS AND SEQUENCE OF OPERATION. EQUAL SPACES AVAILABLE. ASCERTAIN FROM BUILDING OWNER AT WHAT TIE OF DAY EQUIPMENT COULD BE MOVED 0.TEMPERATURE CONTROL DEVICES. A. PIPE HANGERS FOR 2"PIPE AND SMALLER SHALL BE"GRINNELL"FIG.NO.CT65 ADJUSTABLE WROUGHT IRON. FOR THROUGH CERTAIN RESTRICTED AREAS,AND REVIEW WITH OWNER PLANNED APPROACH FOR ANY REQUIRED P.COORDINATED LAYOUT DRAWINGS. 3. JOINTS AND DUCTWALL PENETRATIONS 2-1/2"TO 4"PIPE THE HANGERS SHALL BE"GRINNELL"FIG.NO.CT266 ADJUSTABLE WROUGHT IRON OR APPROVED 5 6 70 W Mill Road EQUIPMENT RIGGING INTO BUILDING. EQUIPMENT SHALL BE LIFTED INTO POSITION,NOT ROLLED OR CRIBBED. Q.AS-BUILT DRAWINGS. EQUAL. HANGER RODS SHALL BE OF THE FOLLOWING DIAMETERS R.WARRANTEES AND GUARANTEES. a. SEAL ALL DUCT JOINTS AT TAKEOFFS,ACCESS DOORS,DAMPER BEARING PENETRATIONS(VENTLOK HIVEL 641 M. REFER TO SECTION 15000 FOR ADDITIONAL REQUIREMENTS. S.CERTIFICATIONS,BALANCING AND TEST REPORTS. AND 609),AND FLEXIBLE DUCT CONNECTIONS ETC., WITH HARDCAST INC.VERSAGRIP 102 OR APPROVED EQUAL. PIPE SIZE ROD DIAMETER MAXIMUM SPACING T.OPERATING AND MAINTENANCE MANUALS. Project Addre55 WORK INCLUDED: U.EQUIPMENT USE PERMITS. I. CONSTRUCTION: s 5 6 70 W M I I Rd, 1-1/4"AND BELOW e" 6'-0" THE WORK INCLUDES FURNISHING AND THE INSTALLATION OF ALL MATERIALS,EQUIPMENT AND LABOR NECESSARY SHOP DRAWINGS SHOWING MANUFACTURER'S PRODUCT DATA SHALL CONTAIN DETAILED DIMENSIONAL DRAWINGS, 1.NO SHARP METAL EDGES SHALL EXTEND INTO AIR STREAMS. 1-1/2"TO 2" a 8 0 TO COMPLETE AND MAKE READY FOR OPERATION BY THE OWNER ALL HVAC WORK AS SHOWN ON THE DRAWINGS ACCURATE AND COMPLETE DESCRIPTION OF MATERIALS OF CONSTRUCTION,MANUFACTURER'S PUBLISHED 2-1/2"TO 3" 8'-01, M a tt i t u c k NY 1 5 2 AND HEREINAFTER SPECIFIED,INCLUDING,BUT NOT LIMITED TO THE FOLLOWING: PERFORMANCE CHARACTERISTICS AND CAPACITY RATINGS(PERFORMANCE DATA,ALONE,IS NOT ACCEPTABLE), 2.INSTALL DRIVE SLIPS ON AIR LEAVING SIDE OF DUCT WITH SHEET METAL SCREWS ON 6"CENTERS. ELECTRICAL REQUIREMENTS AND WIRING DIAGRAMS.DRAWING SHALL CLEARLY INDICATE LOCATION(TERMINATION B. PROVIDE PIPE STANDS,SUPPORTS,HANGERS AND OTHER SUPPORTING APPLIANCES AS NECESSARY TO SUPPORT A. ELECTRIC HEATERS AND ACCESSORIES. BLOCK OR WIRE NUMBER),VOLTAGE AND FUNCTION FOR ALL FIELD TERMINATIONS,AND OTHER INFORMATION 3.SPIN IN COLLARS SHALL NOT BE USED. WORK REQUIRED BY CONTRACT DOCUMENTS. Project Type NECESSARY TO DEMONSTRATE COMPLIANCE WITH ALL REQUIREMENTS OF CONTRACT DOCUMENTS. B. ROOF-TOP PACKAGED AIR CONDITIONING UNITS WITH GAS HEAT AND ACCESSORIES. J. JOINTS: C. SELECT AND SIZE PIPE HANGERS AND SUPPORTS IN COMPLIANCE WITH THE LATEST EDITION OF MSS MANUALS PROVIDE SHOP DRAWING SUBMITTALS SHOWING DETAILS OF DUCTWORK AND PIPING CONNECTIONS TO ALL HVAC SP-58, SP-69 AND SP-89. Ken ova t I o n C. ALL REQUIRED DUCTWORK AND DUCTWORK ACCESSORIES. EQUIPMENT.IF CONNECTION DETAILS ARE NOT SUBMITTED AND CONNECTIONS ARE FOUND TO BE INSTALLED 1.LONGITUDINAL LOCK SEAMS SHALL BE DOUBLE LOCKED AND FLATTENED TO MAKE TIGHT JOINTS. INCORRECTLY IN THE FIELD,THIS CONTRACTOR SHALL REINSTALL THEM WITHIN THE ORIGINAL CONTRACT PRICE. INSULATION: D. ALL HVAC RELATED PIPING SYSTEMS INCLUDING HOT WATER,REFRIGERANT AND MAKEUP WATER CONNECTIONS. 2.MAKE TRANSVERSE JOINTS,FIELD CONNECTIONS,COLLAR ATTACHMENTS AND FLEXIBLE CONNECTIONS TO DUCT ALL PIPING,DUCTWORK AND EQUIPMENT LAYOUTS SHALL BE SUBMITTED ON SCALE 8"=V-0"DRAWINGS. AND EQUIPMENT WITH SHEET METAL SCREWS OR BOLTS AND NUTS.DO NOT USE RIVETS AND STAPLES. A. ALL INSULATION MATERIALS,INCLUDING JACKETS,FACING,ADHESIVE,COATINGS,AND ACCESSORIES ARE TO BE KeV15lon5 E. INSULATION OF DUCTWORK. AND SHALL BE COORDINATED AND STAMPED BY ALL TRADES.SHOP DRAWINGS SHALL SHOW LOCATION OF ALL FIRE HAZARD RATED AND LISTED BY UNDERWRITERS LABORATORIES INC., USING STEINER TUNNEL TEST METHOD EXISTING AND NEW EQUIPMENT,EXISTING WORK AND NEW WORK. K. PREFABRICATED TRANSVERSE DUCT JOINTS: FOR FIRE HAZARD CLASSIFICATION OF BUILDING MATERIALS, STANDARD UL 723(ASTM E084),(ASA A2.5-1963). 04-25-23 155UED FOR 5UBM155ION F. FANS AND ACCESSORIES. FLAMESPREAD: MAXIMUM 25. FUEL CONTRIBUTED AND SMOKE DEVELOPED: MAXIMUM 50. FLAMEPROOFING 04-26-23 155UED FOR 100% CD AFTER SUBSTANTIAL COMPLETION OF ALL WORK,SUBMIT THE FOLLOWING: 1.TRANSVERSE JOINTS IN GALVANIZED SHEET METAL DUCT WORK MAY BE MADE WITH GALVANIZED GASKETED TREATMENTS SUBJECT TO DETERIORATION FROM MOISTURE OR HUMIDITY ARE NOT ACCEPTABLE. G. AIR DISTRIBUTION DEVICES. FRAME AND ANGLE DUCT JOINT SYSTEM BY DUCTMATE,TDF,TDC OR APPROVED EQUAL.ANGLES SHALL BE AT LEAST A.SUBMIT FIVE(5)COPIES OF ALL AIR BALANCING AND HYDRONIC BALANCING REPORTS FOR APPROVAL. 20 GAUGES.PREFABRICATED TRANSVERSE DUCT JOINTS SHALL NOT BE USED FOR DUCT 16 GA.AND HEAVIER,NOR B. INSTALL INSULATION,MASTICS,ADHESIVES,COATINGS,COVERS,WEATHER-PROTECTION AND OTHER WORK H. DAMPERS(VARIOUS TYPES). FOR 23 GA.AND LIGHTER, EXACTLY AS REQUIRED BY MANUFACTURER'S RECOMMENDATIONS. B. SUBMIT A COMPLETE SET OF REPRODUCIBLE"AS BUILT"RECORD DRAWINGS AND THREE(3)SETS OF PRINTS OR I. HANGERS AND SUPPORTS. BUILDING FILES AT COMPLETION OF THE PROJECT,TO INCLUDE DUCTWORK,PIPING AND EQUIPMENT DRAWINGS. L. ELBOWS AND BENDS C. ACCEPTABLE MANUFACTURERS INCLUDE CERTAIN-TEED,KNAUF,MANVILLE PRODUCTS,AND OWENS-CORNING. SCALE a 3"=V-0". ANY SUBSTITUTIONS MUST BE APPROVED BY THE ENGINNER. J. VIBRATION ISOLATION. 1.ELBOWS AND BENDS FOR RECTANGULAR DUCTS SHALL HAVE CENTERLINE RADIUS OF 1.5 TIMES THE DUCT WIDTH D. REFRIGERANT PIPING INSULATION C. SUBMIT TWO(2)SETS OF OPERATING AND MAINTENANCE MANUALS FOR EACH PIECE OF HEATING,VENTILATING AND FUME HOOD EXHAUST SHALL BE FULL RADIUS WHENEVER POSSIBLE. 1.PROVIDE 1-1/2"THICK FLEXIBLE ELASTOMERIC INSULATION ON ALL SUCTION AND HOT-GAS PIPING.PROVIDE K. IDENTIFICATION,LABELS,TAGS AND VALVE CHARTS. AND AIR CONDITIONING EQUIPMENT INSTALLED UNDER THIS CONTRACT.SUBMIT EACH SET IN A THREE RING ALUMINUM JACKETING ON ALL EXTERIOR INSULATION TO PROTECT AGAINST UV DAMAGE. BINDER,WITH A TYPED TABLE OF CONTENTS AND THE NAME,ADDRESS AND TELEPHONE NUMBER OF THE 2.WHERE CENTERLINE RADIUS IS LESS THAN 1.5 TIMES DUCT WIDTH(ON SUPPLY,RETURN AND EXHAUST L. DRAINAGE FROM EQUIPMENT AS INDICATED. CONTRACTOR,AND THE NAME,ADDRESS AND TELEPHONE NUMBER OF THE MANUFACTURER AND THE LOCAL DUCTWORK),ELBOWS SHALL BE RADIUS THROAT WITH RADIUS HEEL AND FULL LENGTH SPUTTER VANES WHEN DISTRIBUTOR FOR EACH PIECE OF EQUIPMENT REQUIRED.WHEN CENTERLINE RADIUS(R)DIVIDED BY THE DUCT WIDTH(W)IS LESS THAN 1.5,PROVIDE THE VIBRATION ISOLATION: . M. SUPPLYING OF MOTOR CONTROLLER. FOLLOWING NUMBER OF SPUTTER VANES: R/W BETWEEN 1.49 AND 0.7=1;R1W BETWEEN 0.69 AND 0.6=2;R/W SUBSTITUTIONS: BETWEEN 0.59 AND 0.55=3.MINIMUM INSIDE RADIUS(NOT CENTERLINE)SHALL BE 2".INSTALL VANES IN ACCORDANCE A. PROVIDE VIBRATION ISOLATION FOR EQUIPMENT,PIPING AND DUCTWORK. PROVIDE SUPPLEMENTARY STEEL WHERE N. FURNISH AND INSTALL ALL CONTROLS,CONTROL ACCESSORIES AND WIRING. WITH SMACNA. EQUIPMENT CANNOT SUSTAIN POINT SPRING LOADS. 0, FINAL CONNECTIONS OF ALL HVAC EQUIPMENT. CONTRACTOR'S SUBSTITUTION OF PRODUCTS OTHER THAN THOSE LISTED MAY NOT BE PERMITTED. SUBMITTALS 3.FOR ROUND DUCTWORK PROVIDE STAMPED ELBOWS,WITH CENTERLINE RADII EQUAL T01-1/2 TIMES DUCT B. SEISMIC RESTRAINT: THIS CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ISOLATED EQUIPMENT AS WITH MANUFACTURERS NOT ACCEPTABLE TO THE CONSULTANTS MAY BE REJECTED WITHOUT COMMENT. DIAMETER,OR GORED ELBOWS AS FOLLOWS: REQUIRED IN ACCORDANCE WITH THE REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. P. PIPING TESTS. ANY OWNER CONSULTANT COSTS MADE NECESSARY BY CONTRACTOR REVISIONS REVISIONS OR SUBSTITUTIONS SHALL BE BORNE TO THE CONTRACTOR.THIS INCLUDES ADDITIONAL FILING,EXPEDITING,PRINTING AND ELBOW ANGLE NUMBER OF GORES C. PROVIDE LEVELING DEVICE AND APPROVED RESILIENT RESTRAINING DEVICES AS REQUIRED TO LIMIT EQUIPMENT Q. AIR AND HYDRONIC BALANCING. ENGINEERING COSTS, AND PIPING MOTION IN EXCESS OF a INCH. 0°-36' 2 R. SUBMISSION OF ALL SHOP DRAWINGS AND SAMPLES LISTED HEREIN. SCAFFOLDING AND RIGGING: 370-72° 3 D. RUBBER PADS NOT ACCEPTED. 730-900 5 S. SUBMISSION OF ALL RECORD AND AS-BUILT DRAWINGS. CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING,RIGGING AND SERVICES NECESSARY FOR ERECTION AND E. ALL FLOOR MOUNTED EQUIPMENT SHALL BE ERECTED ON FOUR INCH(MINIMUM)CONCRETE PADS PROVIDED UNDER DELIVERY ONTO THE PREMISES OF ALL MATERIALS FURNISHED AND/OR INSTALLED UNDER THIS SECTION OF THE 4.SQUARE THROAT ELBOWS SHALL HAVE DOUBLE THICKNESS TURNING VANES. SECURELY FASTEN VANES TO GENERAL CONSTRUCTION OVER THE COMPLETE FLOOR AREA OF THE EQUIPMENT,COORDINATE WITH GENERAL T. SUBMISSION OF ALL BALANCING REPORTS. RUNNERS FOR QUIET',VIBRATION FREE OPERATION. CONTRACTOR. SPECIFICATIONS AND REMOVE SAME FROM PREMISES WHEN NO LONGER REQUIRED. THESE DRAWING5 AKE AN IN5TRUMENT OF 5ERVICE, AND U. SUBMISSION OF ALL OPERATIONS AND MAINTENANCE MANUALS. CLEAN UP: M. ROUND DUCTWORK: F. UNLESS OTHERWISE NOTED,SPRING TYPE VIBRATION ISOLATORS SHALL BE USED FOR ALL EQUIPMENT DRIVEN BY A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. V. EQUIPMENT START-UP AND TRAINING OF OWNER'S STAFF. CONTRACTOR SHALL MAINTAIN CONSTRUCTION SITE IN A CLEAN AND ORDERLY CONDITION AND SHALL REMOVE ALL 1. SPIRAL SEAM CONSTRUCTION. GALVANIZED STEEL. GAUGES:HIGH PRESSURE DUCT MANUAL,LATEST EDITION. MOTORS OF 3 HP AND LARGER. ANY UNAUTHORIZED U5E OF THE5E DOCUMENT5 15 IN A TRASH FROM THE PREMISES ON A DAILY BASIS AND PRIOR TO ACCEPTANCE OF THE WORK AS DIRECTED BY THE G. UNLESS OTHERWISE NOTED,EQUIPMENT DRIVEN BY MOTORS 2 HP AND SMALLER SHALL BE ISOLATED BY MEANS OF VIOLATION OF 5ECTION 7209 5UD-DIV15ION 2 OF THE N.Y. W. THIS CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR START-UP AND 24 HR/DAY SERVICE WITHIN AN OWNER. 2. FITTINGS:HIGH PRESSURE DUCT MANUAL.CONICAL TEES AND CROSSES,UNLESS OTHERWISE PERMITTED. ELASTOMETIC MOUNTS OR ELASTOMERIC HANGERS PROPERLY SIZED FOR 1 INCH DEFLECTION. MAXIMUM RESPONSE TIME OF 4 YEARS AND QUARTERLY PREVENTIVE MAINTENANCE(CHANGE OF FILTERS,ETC.) STATE EDUCATION LAW. FOR A PERIOD OF ONE YEAR FOR ALL EQUIPMENT.THE COST OF THIS SHALL BE INCLUDED IN THIS CONTRACT. REMOVAL OF EXISTING WORK: 3. JOINTS: H. EQUIP SPRING ISOLATORS WITH SOUND DEADENING PADS AND LEVELING BOLTS. Drawing Title X. MAINTAIN ALL EXISTING MECHANICAL.SERVICES IN THE BUILDING ARES NOT AFFECTED BY THE ALTERATIONS DURING REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE PERFORMANCE OF a.INTERIOR SLIP COUPLING BEADED AT CENTER: FASTENED TO DUCT WITH SCREWS. SEALING COMPOUND I. ISOLATORS FOR EQUIPMENT INSTALLED OUTDOORS SHALL BE DESIGNED TO PROVIDE ADEQUATE THE PROGRESS OF THE WORK,INCLUDING PROVIDING ALL TEMPORARY PIPING,CAPS,PROTECTIVE DEVICES, APPLIED CONTINUOUSLY AROUND JOINT BEFORE ASSEMBLING AND AFTER FASTENING. WRAP JOINTS WITH 3 INCH RESTRAINT DUE TO MECHANICAL CONNECTIONS AND EQUIPMENT REQUIRED. SURVEYING WORK. ALL EXISTING CONDITIONS CANNOT BE COMPLETELY DETAILED ON THE DRAWINGS.CONTRACTOR DUCT TAPE. NORMAL WIND CONDITIONS AND TO WITHSTAND WIND LOADS OF 30 LBSISQ.FT.APPLIED TO ANY EXPOSED SURVEYING THE SITE SHALL MAKE ALL NECESSARY CHANGES REQUIRED BASED ON EXISTING CONDITIONS FOR SURFACE OF THE ISOLATED EQUIPMENT. Y. SECURE PERMITS,LICENSES AND CERTIFICATES,PAY ALL FEES AND CHARGES FOR ALL WORK INSTALLED CERTIFYING NO ALLOWANCE WILL BE MADE FOR FAILURE TO DO S0. COORDINATE TIMETABLE FOR ALL CONSTRUCTION PROPER INSTALLATION OF NEW YORK AND INCLUDE ALL THE MATERIALS AND REQUIRED WORK IN HIS BID PRICE. N. FIRE DAMPERS:SIMILAR TO RUSKIN SPRING LOADED CURTAIN TYPE IBD WITH BLADES OUTSIDE AIR STREAM, J. PROVIDE WEATHERPROOF CONSTRUCTION FOR ISOLATORS EXPOSED TO OUTSIDE AI F COMPLIANCE WITH LOCAL CODES AND GOVERNING AUTHORITIES.DELIVER CERTIFICATES TO BUILDING OPERATIONS WITH BUILDING OWNER GALVANIZED STEEL CONSTRUCTION,EQUIPPED WITH FUSIBLE LINK,UL LISTED AND INSTALLED IN CONFORMANCE WITH R CONDITIONS. 5FECIf ICATION5 MANAGEMENT OFFICE PRIOR TO THE COMMENCEMENT OF ALL WORK. . UL555 AND NFPA STANDARD 90A AND APPROVED FOR USE BY NYC BSA#100-65 SM AND ALL AUTHORITIES HAVING K. AT EACH EQUIPMENT LOCATION,PROVIDE THE REQUIRED DEFLECTION UNDER THE IMPOSED LOAD AND PRODUCE Z. ALL SCAFFOLDING AND RIGGING AS REQUIRED FOR HVAC INSTALLATION. GUARANTEE: JURISDICTION. UNIFORM LOADING AND DEFLECTION EVEN WHEN EQUIPMENT WEIGHT IS NOT EVENLY DISTRIBUTED. 5CTW 1000-I OG-G-3 APP No: AA.ALL POWER WIRING AS CONTROL WIRING. THIS CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR PROMPTLY,AND ASSUME FULL 0.VOLUME DAMPERS:GALVANIZED STEEL PER SMACNA"LOW VELOCITY MANUAL",EXCEPT PROVIDE BEARING AT ONE END L. VIBRATION ISOLATORS: NOTE THAT WHERE LISTED,REFERENCE IS TO MASON INDUSTRIES INC. 5CD1'15 No.: JM2 #: 2022-OG42 RESPONSIBILITY OF ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND/OR EQUIPMENT IN WHICH DEFECTS OCCUR WITHIN ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER OF DAMPER ROD AND QUADRANT,WITH LEVER AND LOCK SCREW AT OTHER END.FOR INSULATED DUCTS,PROVIDE 2" M. SPRING ISOLATORS: FOR CEILING MOUNTED EQUIPMENT: TYPE 30N. BB. ALL SPECIAL AND PROGRESS INSPECTIONS AS REQUIRED BY THE NEW YORK CITY BUILDING CODE,ARE THE . HANDLE EXTENSION TC CLEAR INSULATION,INSTALL WITH LEVERS ACCESSIBLE.BALANCING DAMPERS SHALL BE THE FOR FLOOR MOUNTED EQUIPMENT: TYPE SLF. Planning #: _ DATE: 5/3/2022 RESPONSIBILITY OF THE HVAC CONTRACTOR. OPPOSED BLADE TYPE. (DAMPERS LARGER THAN 12"IN HEIGHT SHALL BE OPPOSED MULTIBLADE TYPE.) SEAL 51GNATU RE: D151GNED BY. DG CC. FURNISH"EQUIPMENT USE PERMITS"AS REQUIRED. WARRANTIES: P. ACCESS DOORS:INSULATED OR UN INSULATED,SAME AS DUCT. N. FLEXIBLE CONNECTORS: ELASTOMER TYPE FC-1; MANUFACTURED OF NYLON TIRE CORD AND EPDM, BOTH MOLDED AND CURED WITH HYDRAULIC PRESSES. STRAIGHT CONNECTORS TO HAVE TWO SPHERES REINFORCED WITH A DD. IT IS NOT THE INTENTION OF THESE SPECIFICATIONS TO DESCRIBE,NOR THE CONTRACT DRAWINGS TO SHOW IN THIS CONTRACTOR SHALL FURNISH THE OWNER WITH MANUFACTURER WARRANTY INFORMATION FOR EACH MOLDED IN EXTERNAL DUCTILE IRON RING BETWEEN SPHERES. ELBOWS SHALL BE LONG RADIUS REDUCING TYPE, CHECKED BY: AF5 1.PROVIDE MINIMUM 20 x 14 IN MAIN DUCT AND 12 x 6 ON BRANCH DUCTS,UNLESS OTHERWISE NOTED,AT FIRE DETAIL,ALL THE VARIOUS PIECES OF APPARATUS AND APPURTENANCES AND THEIR CONNECTIONS. THIS INDIVIDUAL PIECE OF MAJOR HVAC EQUIPMENT,INCLUDING PUMPS,BOILER,BREECHING,AIR CONDITIONING UNITS, RATED 300 PSI AT 170 DEG.F.DROPPING IN A STRAIGHT LINE T0170 PSI AT 250 DEG.F. FOR SIZES 1-1/2 INCH TO 12 COILS,CABINET AND UNIT HEATERS,FINNED TUBE RADIATION,FAN COIL UNITS,AIR HANDLING UNITS,FANS,CONTROLS, DAMPERS. INCH ELBOWS. ELBOWS SHALL BE RATED NO LESS THAN 90 PERCENT OF STRAIGHT CONNECTIONS. SIZE 10 INCH 5CALE: A5 indicated CONTRACTOR SHALL,AS PART OF THE CONTRACT,FURNISH AND INSTALL ALL INCIDENTALS,SUCH AS PIPING ETC.,AND ALL ASSOCIATED ACCESSORIES. AND 12 INCH TO EMPLOY CABLES WITH NEOPRENE END FITTINGS ISOLATED FROM ANCHOR PLATES BY MEANS OF QF FITTINGS,VALVES,ETC. REQUIRED TO COMPLETE THE INSTALLATION OF THE EQUIPMENT. THE CONTRACTOR 2.ALL ACCESS DOORS TO BE HINGED,WITH LATCH SIMILAR TO VENTLOCK#100. 2 SHALL REFER TO THE ARCHITECTURAL,ELECTRICAL,PLUMBING AND SPRINKLER DRAWINGS FOR EXACT LOCATIONS INCH BRIDGE BEARING NEOPRENE BUSHINGS. MINIMUM SAFETY FACTOR 4 TO 1 AT MAXIMUM PRESSURE RATINGS. 84 �O DWG No: OBTAIN WARRANTIES EXECUTED IN DUPLICATE BY RESPONSIBLE SUBCONTRACTORS,SUPPLIERS,AND SUBMITTALS TO INCLUDE TEST REPORTS. MASON TYPE MFTNC SUPERFLEX. y�� P p ¢ OF FIXTURES AND EQUIPMENT INCLUDING TYPES AND QUANTITIES. MANUFACTURERS,WITHIN TEN(10)DAYS AFTER COMPLETION OF APPLICABLE ITEM OF WORK. EXCEPT ITEMS PUT INTO 3.GAUGES OF DOOR MATERIALS,NUMBER OF HINGES,NUMBER AND TYPE OF DOOR LOCKS SHALL BE AS REQUIRED BY USE WITH OWNERS PERMISSION,LEAVE DATE OF BEGINNING OF TIME OF WARRANTY UNTIL THE DATE OF SUBSTANTIAL SMACNA DUCT CONSTRUCTION STANDARDS. 0. EQUIPMENT ISOLATION: PROVIDE 1 INCH CLEARANCE BETWEEN EQUIPMENT OR STRUCTURAL BASES AND �m STANDARDS AND CODES: COMPLETION IS DETERMINED. HOUSEKEEPING PAD. ISOLATING MOUNTING DEFLECTION,1 INCH MINIMUM UNLESS OTHERWISE SPECIFIED ORM = 701 n ti . Z• �A too v R�FESSI "It is a violation of the State Education Law for any person, Arc itect o ecor : J. PROVIDE WEATHERPROOF CONSTRUCTION FOR ISOLATORS EXPOSED TO OUTSIDE AIR CONDITIONS. unless he or she is acting under the direction of a licensed c. IF QUESTIONS ARISE,TESTS OR PORTIONS OF TESTS SHALL BE REPEATED IN PRESENCE OF ARCHITECT, professional engineer to alter an item in anyway, on this K. AT EACH EQUIPMENT LOCATION,PROVIDE THE REQUIRED DEFLECTION UNDER THE IMPOSED LOAD AND PRODUCE drawing and/or in this specification in anyway. If any such UNIFORM LOADING AND DEFLECTION EVEN WHEN EQUIPMENT WEIGHT IS NOT EVENLY DISTRIBUTED. AUTOMATIC CONTROLS: item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his i M L. VIBRATION ISOLATORS: NOTE THAT WHERE LISTED,REFERENCE IS TO MASON INDUSTRIES INC. A. THIS CONTRACTOR IS TO FURNISH AND INSTALL,AS REQUIRED,ELECTRONIC ANALOG CONTROLS,ALL NECESSARY or her signature and the date of such alteration, and a COMPONENTS,CONTROL WIRING,INTERLOCK WIRING,CONTRACTORS,RELAYS,STARTERS,CONTROL specific description of the alteration." This plan is approved only for the work indicated on the ric lecture P.c. M. SPRING ISOLATORS: FOR CEILING MOUNTED EQUIPMENT: TYPE 30N. TRANSFORMERS,ALARMS,EQUIPMENTS,ETC. TO ACHIEVE DESIRED CONTROL OPERATION FOR THE AIR application specification sheet. all other matters are not to be FOR FLOOR(MOUNTED EQUIPMENT: TYPE SLF. CONDITIONING AND HEATING SYSTEMS. MECHANICAL CONTRACTOR IS TO RETAIN THE SERVICES QUALIFIED relied upon, or to be considered as either being approved or AUTOMATIC CONTROL CONTRACTOR. in accordance with applicable codes. JM2 ARCHITECTURE, PC I N. FLEXIBLE CONNECTORS: ELASTOMER TYPE FC-1; MANUFACTURED OF NYLON TIRE CORD AND EPDM, BOTH MOLDED 24 I 0 NORTH OCEAN AVENUE ' AND CURED WITH HYDRAULIC PRESSES. STRAIGHT CONNECTORS TO HAVE TWO SPHERES REINFORCED WITH A 1. AIR CONDITIONING UNIT: SHALL BE CONTROLLED BY WALL MOUNTED 2-STAGE COOLING AND HEATING MOLDED IN EXTERNAL DUCTILE IRON RING BETWEEN SPHERES. ELBOWS SHALL BE LONG RADIUS REDUCING TYPE, THERMOSTAT AND CONTROLS. UNIT TO CYCLE ON AND OFF TO MAINTAIN DESIGNED ROOM TEMPERATURE. SUITE 300 RATED 300 PSI AT 170 DEG.F.DROPPING IN A STRAIGHT LINE TO 170 PSI AT 250 DEG.F. FOR SIZES 1-1/2 INCH TO 12 FARMINGVILLE, NY, 1 1738 INCH ELBOWS. ELBOWS SHALL BE RATED NO LESS THAN 90 PERCENT OF STRAIGHT CONNECTIONS. SIZE 10 INCH 2. COMMERCIAL TOILET EXHAUST FANS: TO RUN VIA WALL MOUNTED SWITCH. V AND 12 INCH TO EMPLOY CABLES WITH NEOPRENE END FITTINGS ISOLATED FROM ANCHOR PLATES BY MEANS OF 12 T 163 1 .320.3305 FI 631 .320.3307 INCH BRIDGE BEARING NEOPRENE BUSHINGS. MINIMUM SAFETY FACTOR,4 TO AT MAXIMUM PRESSURE RATINGS. 3. EACH FAN OVER 2000 CFM SHALL BE PROVIDED WITH A NEW DUCT MOUNTED SMOKE DETECTOR OF THE SUBMITTALS TO INCLUDE TEST REPORTS. MASON TYPE VFTNC SUPERFLEX. IONIZATION TYPE IN THE SUPPLY DUCT OUT OF AND RETURN DUCT INTO EACH UNIT,WHICH WILL STOP THE Applicant: SUPPLY FAN SHOULD PRODUCTS OF COMBUSTION BE SENSED. PROVIDE AUXILIARY CONTACTS AND MANUAL 0. EQUIPMENT ISOLATION: PROVIDE 1 INCH CLEARANCE BETWEEN EQUIPMENT OR STRUCTURAL BASES AND RESET SMOKE DETECTOR. Anthony Martlgnettl HOUSEKEEPING PAD. ISOLATING MOUNTING DEFLECTION,1 INCH MINIMUM UNLESS OTHERWISE SPECIFIED OR 8 East 92nd St, Apt 3 SCHEDULED ON DRAWINGS. DUCT MOUNTED DETECTOR SHALL BE SIMILAR TO PYROTRONICS MODEL SA-31 SERIES 3/X3 AIR DUCT HOUSING WITH POWER SUPPLY FOR SELF CONTAINED UNIT OPERATION AND WITH COVER SERIES 3 IONIZATION New York, NY 10 128 P. INSTALLATION: IN ACCORDANCE WITH SPECIFICATIONS AND MANUFACTURER'S WRITTEN INSTRUCTIONS. DETECTORS. (Si 1 7) 535 - 3777 IDENTIFICATION OF EQUIPMENT AND CONTROLS: THE CONTRACTOR TO PROVIDE DETECTOR,WIRED BY ELECTRICAL CONTRACTOR. Architect of Record : ALL EQUIPMENT SHALL BE STENCILED OR LABELED WITH LAMACOID PLATES SCREWED THEREON WHICH SHALL B. MECHANICAL CONTRACTOR SHALL INSTALL ALL AUTOMATIC CONTROL VALVES,THERMOSTATS,THERMOSTAT JM2 Architecture, PC INDICATE SYSTEM SERVICE AND UNIT DESIGNATION. ALL PIPING SYSTEMS SHALL BE IDENTIFIED AS TO THEIR SUBBASES,SAFETY CONTROLS,WELLS AND OTHER PIPE MOUNTED CONTROL DEVICES FURNISHED BY THE CONTENT AND DIRECTION OF FLOW WITH MARKERS SIMILAR TO SETON SETMARK PIPE MARKERS EVERY 25 FEET OF AUTOMATIC CONTROL SUBCONTRACTOR UNDER THE SUPERVISION OF THE AUTOMATIC CONTROL CONTRACTOR. 24 10 North Ocean Ave, 5u1te 300 HORIZONTAL RUN AND MINIMUM ONE PER ROOM.MOTOR STARTERS SHALL BE PROVIDED WITH LAMACOID PLATES, Farmingvllle, NY, 1 1738 WHICH INDICATE SYSTEM SERVED. EACH MARKER BACKGROUND IS TO BE COLOR CODED WITH A CLEARLY PRINTED FIRE EXTINGUISHERS: LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE CONFORMANCE WITH"SCHEME FOR THE IDENTIFICATION OF (63 I) 320 - 3305 PIPING SYSTEMS"(ASA Al 3.1-1956). THE CONTRACTOR SHALL FURNISH IN EACH BOILER ROOM ONE(1)10 LB.ABC TYPE DRY CHEMICAL FIRE EXTINGUISHER AS MANUFACTURED BY KIDDIE&COLOR APPROVED EQUAL,AND SHALL BE MOUNTED ON WALL BRACKET WITH HIGH MEP E n 9)n ee r: SLEEVES AND PENETRATIONS: VISIBILITY SIGN IN THE BOILER ROOM NEAR THE DOOR AND/OR AS DIRECTED BY THE ENGINEER. Emtec C01`15dting Englneer5 DPC A. PIPE SLEEVES: SLEEVES THROUGH FLOORS AND THROUGH EXTERIOR,STRUCTURAL AND FIRE RATED CONSTRUCTION METHODS: 3555 Vetera115 Memorial Highway, Suite M CONSTRUCTION SHALL BE HOT DIPPED GALVANIZED SCHEDULE 40 STEEL PIPE. SLEEVES THROUGH PARTITIONS Ronkonkoma, NY 1 1 779 AND NON FIRE RATED CONSTRUCTION SHALL BE 26 GAUGE GALVANIZED STEEL WITH LOCK LONGITUDINAL A. CONTRACTOR TO FOLLOW MANUFACTURER'S RECOMMENDATIONS AND BUILDING STANDARDS FOR PROPER SEAMS,OR APPROVED PLASTIC PIPE. MOUNTING OF ALL EQUIPMENT. (63 1) 35G - 2 176 B. DUCT SLEEVES AND OPENINGS: SLEEVES THROUGH FLOORS,THROUGH EXTERIOR,STRUCTURAL AND FIRE RATED B. ALL FLOOR MOUNTED EQUIPMENT TO BE MOUNTED WITH VIBRATION ISOLATORS IN AN APPROVED MANNER. 5 U rveyo r: CONSTRUCTION AND THROUGH SMOKE PARTITIONS THAT REQUIRE SMOKE DAMPERS SHALL BE SCHEDULE 40 PROVIDE ADDITIONAL FRAMING AS REQUIRED. Nathan Taft Corwin GALVANIZED STEEL PIPE FOR ROUND DUCT AND SHALL MEET SMACNA FIRE DAMPER AND HEAT STOP GUIDE FOR 1586 Main Road, RECTANGULAR AND FLAT OVAL DUCTS. FIREPROOF PACKING SHALL BE APPLIED TO SEAL ANY OPENINGS C. SUPPORT ALL CEILING MOUNTED EQUIPMENT AND DUCTWORK FROM BUILDING STRUCTURE AND/OR FRAMING IN AN BETWEEN SLEEVE AND WALL. MATERIALS SHALL MAINTAIN THE FIRE RATING OF THE WALL,AND SHALL BE APPROVED MANNER. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF SUPPORTS AND Jame5port, NY 1 1947 INSTALLED IN ACCORDANCE WITH THE SMACNA FIRE DAMPER AND HEAT STOP GUIDE. OPENINGS IN WALLS, EQUIPMENT,PROVIDE ADDITIONAL STEEL FRAMING AND SUBMIT FOR APPROVAL. (63 I) 727 - 2090 PARTITIONS AND OTHER FIRE RATED CONSTRUCTION THAT DO NOT REQUIRE SMOKE DAMPERS SHALL MEET NFPA 90A,SECTION 3-3.8. D. SEAL ALL WALL,FLOOR AND SLAB PENETRATIONS AS PER THE REQUIRED RATING OF SAME: TWO(2)HOURS FOR WALLS;AND THREE(3)HOURS AT STAIR ENCLOSURES,BEAMS AND FLOORS, COORDINATE WITH ARCHITECTURAL Project Name C. PIPE SLEEVE PACKING: PACKING BETWEEN THE PIPE AND THE SLEEVE(OR WALL OR SLAB OPENING)IN FIRE DRAWINGS. RATED WALLS OR SLABS SHALL BE IN COMBINATION OF FIREPROOF INSULATION AND FIREPROOF CAULK. THE 5 6 70 W Mill Road COMBINATION OF MATERIALS SHALL HAVE THE SAME FORE RATING,IN HOURS,AS THE WALL OR SLAB,AS E. SEAL OPENING AROUND DUCTS THROUGH PARTITIONS,WALLS,FLOORS AND SLABS(NOT IN SHAFTS)WITH MINERAL TESTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM-814(UL 1479).THE COMBINATION OF MATERIALS WOOL OR OTHER NONCOMBUSTIBLE MATERIALS AND FINISH AS DETERMINED BY ARCHITECT OR EXISTING SHALL BE CLASSIFIED BY UL,(FILL,VOID OR CAVITY MATERIALS)FOR THE FIRE RATING REQUIRED AND SHALL BE BUILDING STANDARDS. LISTED AS A NUMBERED SYSTEM IN THE UL FIRE RESISTANCE DIRECTORY. FIBERGLASS SHALL NOT BE USED AS THE INSULATION MATERIAL. F. PROVIDE ALL NECESSARY FLASHING AND COUNTER FLASHING TO MAINTAIN THE WATERPROOFING INTEGRITY OF Project Address THIS BUILDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF PIPES,DUCTS,AND CONDUITS,PROVIDE j D. ACCEPTABLE FIREPROOF INSULATION MATERIALS SHALL BE KAOLIN(KAOWOOL BY BABCOCK AND WILCOX); SLEEVES FOR DUCT AND PIPING. 5 6 70 W Mill Rd CERAMIC FIBER BLANKET(FIBERFRAX BY STANDARD OIL)OR FIRE RATED MINERAL WOOL(THERMAFIBER BY CONTRACTOR TO COORDINATE EXACT LOCATION OF ALL EQUIPMENT,DUCT ROUTING WITH ARCHITECT,BUILDING G. USG). ACCEPTABLE FIREPROOF CAULKS SHALL BE SI_ICONE(FIRESTOP BY DOW CORNING,HILT(CS240);CERAMIC FIBER(FYREPUTTY BY STANDARD OIL)OR INTUMESCENT SYNTHETIC ELASTOMER(FIRE BARRIER OWNER AND OTHER TRADES. M a tt I t U C k, NY 1 1952 CAULK BY 3M,HILT(CS2420) EQUIPMENT START UP AND TESTING: E. PACKING FOR SLEEVES THAT DO NOT REQUIRE MAINTENANCE OF FIRE RATING SHALL BE OAKUM,SILICATE FOAM, Project Type CERAMIC FIBRE OR MINERAL FIBRE WITH APPROVED SEALANT. PACK OR FOAM TO WITHIN 1"OF WATERPROOF A. UPON COMPLETION OF ALL SYSTEMS,PROVIDE THE SERVICES OF AN EXPERIENCED AND COMPETENT MASTIC SURFACE FINISH OR SILICONE CAULKING. MANUFACTURER'S REPRESENTATIVE TO START UP ALL HVAC SYSTEMS AND EQUIPMENT TO DE BUG ANY Renovation PROBLEMS. PROVIDE TEMPORARY FILTERS TO ELIMINATE CONSTRUCTION AND DEBRIS. INSTALL PERMENANT GENERAL BALANCING REQUIREMENTS: FILTERS PRIOR TO BUILDING OCCUPANCY BY OWNER. A. PROVIDE QUALIFIED PERSONNEL,EQUIPMENT AND SERVICES FOR BALANCING AND ADJUSTING OF MECHANICAL B. AN ACTUAL TEST OF THE SPECIFIED EQUIPMENT SHALL BE CONDUCTED BY THE MANUFACTURER'S SYSTEMS. SUBMIT RESUMES AT DEMONSTRATION OF BALANCING MEETING. PERSONNEL SHALL BE REPRESENTATIVE. DURING THE TEST,THE MANUFACTURER SHALL DEMONSTRATE TO THE SATISFACTION OF THE RCV1510115 EXPERIENCED AND QUALIFIED TO PERFORM,RECORD,EVALUATE ALL PROCEDURES CONTAINED HERE AND/OR OWNER THAT THE SPECIFIED EQUIPMENT IS OPERATING IN CONFORMANCE WITH THESE SPECIFICATIONS. 04-25-23 155UED FOR SUBMISSION AS OUTLINED ON DRAWINGS. C. UPON COMPLETION OF THE STARTUP AND TESTING WORK,THE MANUFACTURER SHALL CERTIFY IN WRITING THAT 04-26-23 ISSUED FOR 100% CD B. SUBMIT PROCEDURES,RECORDING FORMS,AND TEST EQUIPMENT FOR REVIEW PRIOR TO BALANCING,AS THE SPECIFIED EQUIPMENT HAS BEEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S FOLLOWS: RECOMMENDATIONS AND THAT ALL SYSTEM COMPONENTS ARE OPERATING PROPERLY,SAFELY,AND AT THE SPECIFIED PERFORMANCE REQUIREMENTS. 1. BALANCING PROCEDURE OR SEQUENCE AS CONTAINED HEREIN. TRAINING: 2. RECORDING FORMS USED FOR BALANCING MUST BE SUBMITTED TO ARCHITECT FOR APPROVAL BEFORE AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO OCCUPANCY OF THIS FACILITY,THIS CONTRACTOR MUST BALANCING IS STARTED. PROVIDE ON SITE DEMONSTRATION AND INSTRUCTION/TRAINING TO STAFF FOR USER PROCEDURES PERTAINING TO 3. FAILURE TO SUBMIT FORMS'MAY RESULT IN REJECTION OF ENTIRE SUBMITTAL. ALL HVAC SYSTEMS,CONTROLS AND MAINTENANCE REQUIREMENTS. CONTRACTOR MUST SUBMIT ALL"OPERATION AND MAINTENANCE"MANUALS AND"AS BUILT"DRAWINGS PRIOR TO SCHEDULING THIS TRAINING. 4. SUBMIT DESCRIPTION OF BALANCING EQUIPMENT BEING USED. C. BALANCING SHALL NOT BEGIN UNTIL ALL SYSTEMS HAVE BEEN INSTALLED COMPLETELY AND ARE CAPABLE OF NORMAL OPERATION. AIR SYSTEM BALANCING: A. A TESTING AGENCY CERTIFIED BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU(NEBB)OR THE TESTING, ADJUSTING,AND BALANCING BUREAU(TABB)SHALL BALANCE,ADJUST AND TEST MOTORS,SYSTEMS,AIR MOVING EQUIPMENT AND DISTRIBUTION,SUPPLY,RETURN AND EXHAUST SYSTEMS,PER THE REQUIREMENTS BELOW,UP TO 3 SEPARATE TIMES TO SATISFY THE REQUIREMENTS OF THE ENGINEER: 1. ADJUST BLOWER RPM TO DESIGN REQUIREMENTS AND RECORD. TEST AND RECORD MOTOR FULL LOAD AMPERES.CONTRACTOR SHALL REPLACE SHEAVES AND PULLEYS AS NECESSARY TO ACHIEVE THE SPECIFIED PERFORMANCE. 2. MAKE PITOT TUBE TRANSVERSE OF MAIN SUPPLY,RETURN AND EXHAUST AND OBTAIN DESIGN CFM AT FANS. 3. TEST AND RECORD SYSTEM STATIC PRESSURE SUCTION AND DISCHARGE. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 4. TEST AND RECORD ENTERING AIR TEMPERATURES. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 5. BALANCE AND ADJUST SUPPLY AIR SYSTEMS IN FINIISHED AREAS OF BUILDING: VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. a. BALANCE AND ADJUST AS REQUIRED TO DELIVER VOLUME OF AIR IN EACH AIR OUTLET WITHIN 10%OF STATE EDUCATION LAW. DESIGN FLOW SHOWN IN DRAWINGS. Drawing Title b. READJUST AIR VOLUMES AFTER OCCUPANCY, AS REQUIRED TO PROPERLY BALANCE HEATING AND MECHANICAL COOLING LOADS THROUGHOUT CONDITIONED AREAS. 6. BALANCE SUPPLY AIR SYSTEMS IN UNFINISHED AREAS: 5FECIf ICATION5 a. SUPPLY AIR SYSTEMS SHALL BE BALANCED AFTER INSTALLATION OF ITEMS RELATED TO SAME SYSTEMS WITH EXCEPTION OF DUCT TAPS TO AIR DIFFUSERS IN INTERIOR ZONES. SCTM# 1000-106-6-3 APP No: b. BALANCE AS REQUIRED TO DELIVER AIR VOLUME AT OUTLETS 10%OF DESIGN FLOW SHOWN IN DRAWINGS. 5CD115 No.: JM2 #: 2022-0642 c. PROVIDE SUFFICIENT TEMPORARY OPENINGS IN INTERIOR ZONE DUCT SYSTEMS TO ADJUST INTERIOR ZONE AIR VOLUMES. Planning #: _ DATE: 5/3/2022 d. READJUST AIR VOLUMES AFTER COMPLETIONS AND OCCUPANCY,AS REQUIRED TO PROPERLY BALANCE SEAL SIGNATURE: DESIGNED BY: 6G HEATING AND COOLING LOADS THROUGHOUT CONDITIONED AREAS. 7. ADJUST TOILET EXHAUST AND RELIEF AIR SYSTEMS AS REQUIRED TO DELIVER AIR VOLUMES AT INLETS CHECKED BY: AP5 WITHIN 10%OF DESIGN FLOW. SCALE: As indicated 8. ADJUST MISCELLANEOUS VENTILATION SYSTEMS AS REQUIRED TO DELIVER AIR VOLUMES AT INLETS AND of III OUTLETS WITHIN 10%OF DESIGN FLOW. 'c� �O DWG No: a. BALANCING REPORT MUST BE PROVIDED ON AAEC-TYPE FORMS. b. COMPILE TEST DATA AND SUBMIT TO ARCHITECT FOR APPROVAL. 7 02'm 100 1% ��FESSI�NP "It is a violation of the State Education Law for any person, Architect o ecor : unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item GENERAL NOTES: SYMBOL LIST ABBREVIATIONS: his or her seal and the notation "altered by"alteration, followed by his J M1 itelic or her si nature and the date of such alteration, and a specific description of the alteration. �+,r+ ture pC• This plan is approved only for the work indicated on the u c SYMBOL DESCRIPTION A AMPERE application specification sheet. all other matters are not to be 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF NATIONAL ELECTRIC CODE (NEC), BUILDING CODE OF NEW J JUNCTION BOX relied upon, or to be considered as either being approved or YORK STATE AND ALL OTHER APPLICABLE LOCAL CODES. AC AIR CONDITIONING UNIT in accordance with applicable codes. JM2 ARCHITECTURE, PC GENERAL JB JUNCTION BOX 2410 NORTH OCEAN AVENUE 2. THE MINIMUM SIZE WIRE SHALL BE #12 COPPER AND ALL WIRE SHALL BE ENCLOSED IN CONDUIT WITH A MINIMUM SIZE OF 3/4". ACC AIR COOLED CONDENSING UNIT I HOME RUN. N0. OF ARROWS INDICTED NO. KCMIL THOUSAND CIRCULAR MILS SUITE 300 3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH RESPONSIBLE TRADES TO CUT, PATCH AND REPAIR ALL WALL, FLOOR AND OF CIRCUITS AIC AMPERE INTERRUPTING CAPACITY FARMINGVILLE, NY, 1 1735 CEILING PENETRATIONS AS NEEDED, TO MATCH. HASH MARKS INDICATE #12 AWG CONDUCTORS IN KVA KILOVOLT AMPERE T I G31 .320.3305 FI G31 .320.3307 AHU AIR HANDLING UNIT EXCESS OF TWO. KW KILOWATT I 4. ALL FIRE RATED WALL PENETRATIONS MUST BE FIRE STOPPED, INCLUDING ANY AIR PIPING, CONDUIT, CABLE TRAYS, ETC. CONCEALED CIRCUITING RUN IN HUNG SPACE AFF ABOVE FINISHED FLOOR LRA LOCKED ROTOR AMPERE Applicant: 5. PROVIDE ALL REQUIRED PULLBOXES AND MISCELLANEOUS HARDWARE FOR ALL CONDUIT RUNS. ALL CONDUITS SHALL BE PROPERLY &/ OR WALLS Anthony Martignetti ANN ANNUNCIATOR LTG LIGHTING SUPPORTED. / CIRCUITING RUN IN OR BELOW SLAB 8 East 92nd 5t, Apt 3 6. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. AP ACCESS POINT MAX MAXIMUM New York, NY 10 128 CONDUIT IN SLAB RUN TO (917) 535 - 3777 7. BALANCE PANELBOARD LOADS EQUALLY OVER ALL PHASES. NEAREST WALL OR COLUMN ARF ABOVE RAISED FLOOR MCA MINIMUM CIRCUIT AMPERE c WIRING/ CDT TURNING UP AWG AMERICAN WIRE GAUGE Architect of Record : 8. UNLESS OTHERWISE NOTED, ALL EQUIPMENT INSTALLED INDOORS SHALL HAVE NEMA 1 ENCLOSURE AND ALL EQUIPMENT INSTALLED MCB MAIN CIRCUIT BREAKER OUTDOORS SHALL_ HAVE NEMA 3R ENCLOSURES. BKR BREAKER JM2 Architecture, PC WIRING/ CDT TURNING DOWN MER MECHANICAL EQUIPMENT ROOM 2410 North Ocean Ave, Suite 300 9. PROVIDE LIQUIDTITE FLEXIBLE CONDUIT CONNECTIONS AT ALL EQUIPMENT SUBJECT TO VIBRATION. BLDG BUILDING MIN MINIMUM Farmingville, NY, 1 1738 LOW VOLTAGE WIRING LV- 10. ALL PANELBOARDS AND ELECTRICAL DISTRIBUTION EQUIPMENT FURNISHED OR UTILIZED UNDER THIS PROJECT SHALL BE PROVIDED C CONDUIT OR CONTACTOR (G3 I) 320 - 3305 WITH PHENOLIC NAMEPLATES INDICATING THE PANEL NAME AND WHERE IT IS FED FROM. ( JUNCTION BOX EXPOSED OR WALL MTD CAB CABINET MLO MAIN LUGS ONLY MEP En91 neer: 11. CIRCUIT NUMBERS SHOWN ON PLANS ARE FOR REFERENCE PURPOSES ONLY. MOCP MAXIMUM OVERCURRENT Emtec Consulting Engineers DPC PANELBOARD— SURFACE MOUNT (PLAN VIEW) CB CIRCUIT BREAKER PROTECTION 3555 Veterans Memorial Highway, Suite M 12. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS. CKT CIRCUIT MTD MOUNTED Ronkonkoma, NY 11779 PANELBOARD— FLUSH MOUNT MOUNT (PLAN VIEW) 15. THE DETERMINED BUILDING SEISMIC DESIGN CATEGORY IS "B". THIS PORTION OF THE PROJECT IS EXEMPT FROM SEISMIC (G31) 35G - 217G CLG CEILING MTG MOUNTING CONSTRAINTS AS PER BUILDING CODE OF NEW YORK STATE, SECTION: 1613 AND ASCE-7 CHAPTER 13." t/4 20o MOTOR, NUMERICAL INDICATES HORSEPOWER OR WATTAGE Surveyor: CLOS CLOSET MTR MOTOR Nathan Taft Corwin 16. WHERE APPLICABLE, POWER PANEL DIRECTORIES MUST BE UPDATED TO INDICATE NEW CIRCUITS. ® MAGNETIC MOTOR STARTER (FBO) COMM COMMUNICATIONS 156G Main Road, 17. ALL EXISTING LIGHTING/EQUIPMENT/DEVICES AND ASSOCIATED CIRCUITRY NOT SHOWN ON THESE DRAWINGS SHALL REMAIN UNLESS NC NORMALLY CLOSED Jame5port, NY 1 1347 OTHERWISE NOTED. CONTRACTOR SHALL REWORK EXISTING WIRING TO MAINTAIN SERVICE TO EXISTING DEVICES NOT AFFECTED BY DISCONNECT SWITCH. 30A-3P NON—FUSIBLE CONT CONTINUATION NIC NOT IN CONTRACT (G31) 727 - 2050 THIS WORK. UNLESS OTHERWISE NOTED 60A 3P SWITCH & FUSE SIZE. TOP NO. INDICATES CORR CORRIDOR NO NORMALLY OPEN 18. CONTRACTOR SHALL RELOCATE EXISTING DEVICES (IE. OUTLETS, SWITCHES, ETC.) AS NOTED ON THE DRAWINGS. IF DEVICE APPEARS 45A SWITCH, LOWER NO. INDICATES FUSE SIZE Project Name FAULTY OR DAMAGE BY VISUAL INSPECTION, CONTRACTOR SHALL NOTIFY FIELD REPRESENTATIVE AND SHALL REPLACE DEVICE WITH CNTR CONTROL NTS NOT TO SCALE NEW OF SAME MODEL AND RATING. CONTRACTOR SHALL INCLUDE A UNIT PRICE AS PART OF HIS BID FOR REPLACEMENT OF EACH FEP70 EMERGENCY POWER OFF SWITCH (ie: BOILER,ETC.) CMPTR COMPUTER 5 670 W Mill Road DEVICE IN—KIND NOTED ON DRAWING TO BE RELOCATED. OC ON CENTER 19. ANY DISCREPANCIES SHALL BE DIRECTED TO ARCHITECT PRIOR TO BIDDING. WHERE DISCREPANCIES CANNOT BE RESOLVED PRIOR ® CABINET HEATER WITH FAN AND/OR ELECTRIC COIL CT COUNTER TOP P POLE TO SUBMITTING BIDS, CONTRACTOR TO PROCEED BASED ON MORE COSTLY OR RESTRICTIVE INTERPRETATION. HOT WATER HEATER CU COPPER PB PULL BOX Project Address GROUNDING NOTES HD ELECTRIC HAND DRYER (42"AFF) D/S DISCONNECT SWITCH PH PHASE (0) 5 G70 W Mill Rd, TB ELECTRICAL TERMINAL BLOCK DN DOWN pJ PROJECTOR Mattituck, NY 1 195 2 1. GROUND ALL ELECTRICAL WORK IN ACCORDANCE WITH THE LATEST STANDARDS OF THE NATIONAL ELECTRICAL CODE. DWG DRAWING PNL PANEL Project Type 2. ALL GROUND CAE3LE SHALL BE STRANDED COPPER WITH TYPE THWN INSULATION AND GREEN OUTER TEXTILE OR COTTON BRAID POWER AND COMMUNICATIONS E EXISTING TO REMAIN POS POINT OF SALE Renovation JACKET. (P DUPLEX RECEPTACLE EC EMPTY CONDUIT 3. GROUNDING CONDUCTORS LARGER THAN #6 SHALL HAVE A MINIMUM BENDING RADIUS OF 12". GROUNDING CONDUCTORS #6 OR tG EQUIPMENT GROUND SINGLE RECEPTACLE PR PRINTER SMALLER SHALL HAVE A MINIMUM BENDING RADIUS OF 8". Cp PWR POWER _ ELECT ELECTRICAL Revi5ion5 4. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE QUAD RECEPTACLE R RELOCATED 04-25-23 155UED FOR SUBMISSION SPECIFIC CONDITIONS. EMERG EMERGENCY RECPT RECEPTACLE 04-28-23 ISSUED FOR 1007o CD 5. ALL GROUND CONNECTORS SHALL BE TO A CLEANED AND BRIGHTENED METALLIC SURFACE. UTILIZE STAR WASHERS AT GROUND DUPLEX RECEPTACLE W/ GROUND FAULT CIRCUIT INTERRUPTER EMT ELECTRICAL METALLIC TUBING RGS RIGID STEEL CONDUIT CONNECTIONS. 6. ALL CONDUITS TO BE GROUNDED USING BONDING BUSHINGS AT EACH END. SPECIAL RECEPTACLE AS INDICATED ON DWG. EQPT EQUIPMENT RM ROOM ER EXISTING TO BE RELOCATED 7. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS. ® CEILING MOUNTED DUPLEX RECEPTACLE RTU ROOF TOP UNIT ETR EXISTING TO REMAIN SA SECURITY ALARM EXIST EXISTING LIGHTING CONTROL sD ELECTRICAL GENERAL FA FIRE ALARM SPEC SPECIFICATION ® 0 ROUND RECESSEDLED LIGHT FIXTURE FACP FIRE ALARM CONTROL PANEL SPEC SPRINKLER DESCRIPTION OF WORK SCOPE FDR FEEDER SS STAINLESS STEEL ELECTRICAL PANELS o DECORATIVE PENDANT FIXTURE FIN FLR FINISHED FLOOR ST STEAM TABLE INSTALLATION OF NEW ELECTRICAL SYSTEMS INCLUDING BUT FIXT FIXTURE NOT LIMITED TO MECHANICAL EQUIPMENT, RECEPTACLES, EO DECORATIVE WALL SCONCE SW SWITCH LIGHTING, LIGHTING CONTROLS, CIRCUITRY, ETC. FBO FURNISHED BY OTHERS TB TERMINAL BLOCK ® PICTURE LIGHT FLA FULL LOAD AMPERES DRAWING LIST TC TIME CLOCK FLR FLOOR TEL TELEPHONE NO. TITLE WALL BRACKET GRID GROUND TYP TYPICAL THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND —�—I E-001 ELECTRICAL GENERAL NOTES AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. GFCI GROUND FAULT UH UNIT HEATER ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A ® LINEAR STRIP LIGHT CIRCUIT INTERRUPTING E-101 ELECTRICAL TOWER PLANS VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. UON UNLESS OTHERWISE NOTED E-102 ELECTRICAL SHED PLAN STATE EDUCATION LAW. GFI GROUND FAULT E-501 ELECTRICAL DETAILS LIGHTING CONTROL CIRCUIT INTERRUPTING UPS UNINTERRUPTABLE Drawing Title POWER SUPPLY E-601 ELECTRICAL RISER DIAGRAM ELECTRICALLINE VOLTAGE SWITCH, LOWER SUBSCRIPT "D" FOR DIMMING, HC HUNG CEILING USB UNIVERSAL SERIAL SDM LOWER CASE SUBSCRIPT "a" SWITCHING ALLOCATION, BUS DUPLEX RECEPTACLE E 701 ELECTRICAL SPECIFICATIONS NUMERAL "3" 3—WAY. HP HORSEPOWER V VOLT OR VOLTAGE E-702 ELECTRICAL SPECIFICATIONS HR HOUR SF FAN SPEED CONTROL VIF VERIFY IN FIELD IN NOTE5 HT HEIGHT W WATT 5CTIM# 1000-I OG-G-3 APP No: TC DIGITAL TIME CLOCK. 2 CHANEL TYP FOR TORK DZS200 HZ HERTZ W/ WITH SCDHS No.: JM2 #: 2022 0642 IG ISOLATED GROUND W/0 WITHOUT Planning #: _ DATE: 5/3/2022 IMC INTERMEDIATE METALLIC j CONDUIT WP WEATHERPROOF SEAL SIGNATURE: DESIGNED BY: Jh CHECKED BY: AR5 SCALE: A5 indicated �i rot NEiV DWG No: 0 v "It is a violation of the State Education Law for any person, Arc hi 0 eCor : unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such Item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his Ulm rm or her signature and the date of such alteration, and a specific description of the alteration." �,�+ 'L' 6 This plan is approved only for the work indicated on the err C 0-/ application specification sheet. all other matters are not to be AC-3 relied upon, or to be considered as either being approved or 5 F1 F1 F1 in accordance with applicable codes. JM2 ARCHITECTURE, PC EX 5 2410 NORTH OCEAN AVENUE O 5 SUITE 300 IL 19 O FARMINGVILLE, NY, 1 1736 z DRY STORAGE LOFT F1 Z DRY STORAGE LOFT F1 T G31 .320.3305 F G31 .320.3307 o Applicant: 18 Anthony Martignetti EM 171 8 East 92nd St, Apt 3 IEEE New York, NY 10128 (917) 535 - 3777 Architect of Record : JM2 Architecture, PC TOWER ATTIC POWER PLAN TOWER ATTIC LIGHTING PLAN 2410 Farmangvlle, NorthOY,e1 1738 Suite 300 SCALE: 1/4" = 1 '-0" SCALE: 1/4)) = 1 '-0" (G31) 320 - 3305 (D KEY NOTES MEP Engineer: Emtec Consulting Engineers DPC 1. PROVIDE POWER CIRCUITRY TO OUTDOOR CONDENSING UNIT. 3555 Veterans Memorial Highway, Suite M 2. RUN 5 #14 OR MANUFACTURER'S SPECIFICATION FOR POWER AND Ronkonkoma, NY 11779 CONTROL FROM INDOOR UNITS TO OUTDOOR CONDENSING UNIT. (G31) 35G - 217G 3. PROVIDE CIRCUITRY FOR EXHAUST FAN. CONNECT TO BATHROOM Surveyor: S AFF OCK RS C-2 i S AFF OCK R5 LIGHTING SWITCHING ARRANGEMENT. Nathan Taft Corwin 56G Main Road, STONE PAVERS 4 STONE PAVERS F 7F1 5 F1 4. POWER CIRCUTRY FOR ICE MAKERS. Jamesport, NY 1 1047 TOILETROOM 16 O2 TOI COM 7 5. CEILING VACANCY SENSOR, DUAL TECHNOLOGY ULTRA (G31) 727 - 2090 SONIC/PASSIVE INFRARED, 120 OR 24V. PROVIDE ASSOCIATED OFFICE Z EM OFFICE z I POWER PACKS AS REQUIRED. Protect Name co 1 EM F1JHS F1 w 6. SWITCH MOUNT VACANCY SENSOR, DUAL TECHNOLOGY ULTRA — 17 � SONIC/PASSIVE INFRARED, 120V. TYP.FOR ACUITY CONTROLS OR 5 670 W Mill Road WOOD DECK WOOD DECK 6 E OEAQUAL. 7. CONNECT ALL INTERIOR LIGHT FIXTURES TO COMMON BRANCHProect Address DESK 8CIRCUIT #1. J 8. CONNECT EXTERIOR LIGHT FIXTURES TO DEDICATED COMBINATION 5 6 70 W Mill Rd, TIME CLOCK/PHOCELL CONTROLED CIRCUIT. TYP. FOR TORK DZS-200. Mattituck, NY 1 195 2 9. PROVIDE NEW 200A OVERHEAD SERVICE FROM ORIGINAL SOURCE. Project Type COORDINATE WITH UTILITY. POWER SHEET NOTES Renovation WOOD DECK WOOD DECK 1. CONDUIT TO ALL RECEPTACLES SHALL BE CONCEALED IN WALL RCV1510n5 UNLESS OTHERWISE INDICATED ON PLAN. 04-25-23 ISSUED FOR SUBMISSION 2. FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS, SEE DRAWING 04-26-23 ISSUED FOR 100% CD E-001. 3. PROVIDE CONDUIT, WIRE AND BOXES AS REQUIRED TO ENERGIZE EQUIPMENT AS SHOWN. TOWER SECOND FLOOR POWER PLAN TOWER SECOND FLOOR LIGHTING PLAN 4. ALL WORK AND EQUIPMENT SHOWN IS NEW UNLESS OTHERWISE SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" NOTED. 5. ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONCEALED IN WALLS ACCU-1 AND HUNG CEILING CAVITIES UNLESS OTHERWISE NOTED. O8 PANEL LP-1 &--[:] 6. MINIMUM WIRE SIZE SHALL BE #12 AWG. THE MINIMUM CONDUIT 8 SHALL BE 3/4"C. Cam— 7. PROVIDE COMBINATION TEL/DATA OUTLET W/3/4" CONDUIT & — �— — — — — DRAGLINE RUN INSIDE WALL TO ACCESSIBLE LOCATION ABOVE OWI O O 5 EM CEILING FOR FUTURE WIRING BY OTHERS. I 4 1 F1 F2 8. ALL EMPTY CONDUIT SHALL BE PROVIDED WITH BUSHING AND 15 I ( 9,11 5, DRAGLINE. (R) - - - - - � L 7-- — — — � EX WALK-IN WALK-IN -- _-- LIGHTING SHEET NOTES THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND REFRIGERATOR REFRIGERATOR 0 0 1. DRAWING IS DIAGRAMMATIC IN NATURE TO PROVIDE INTENT AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P,C, 6 SCOPE OF WORK. EXACT LOCATIONS AND DIMENSIONS ARE TO BE ANY U)NAUTHORIZED USE OF THESE DOCUMENTS IS IN A EM FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BID. VIOLATION OF SECTION 7203 SUB-DIVISION 2 OF THE N.Y. 0 2. ALL LIGHT FIXTURES SHALL BE OCCUPANCY/VACANCY CONTROLLED STATE EDUCATION LAW. PER PLAN UNLESS OTHERWISE NOTED. ALL MANUAL SWITCHES SHALL Drawing Title BE DIMMING CAPABLE. GANG BATHROOMS AUTO ON AUTO OFF I OPERATION. ELECTRICAL 3. ALL LIGHT FIXTURES DESIGNATED WITH "HALF SHADE" TO HAVE EMERGENCY BALLAST AND BE CONNECTED TO CONSTANT HOT TOWER PLAN5 UN—SWITCHED PORTION OF ASSOCIATED LIGHTING CIRCUIT. 4. E.C. SHALL BE RESPONSIBLE FOR THE WIRING AND LOCATING OF SCTM## 1000-1 OG-G-3 APP No: SENSORS AND LIGHTING CONTROL DEVICES WITH MANUFACTURERS FIELD REPRESENTATIVE. MANUFACTURERS REP. SHALL BE AVAILABLE SCDHS No.: JM2 #: 2022-OG42 FOR SITE VISIT TO SUPERVISE FINAL SENSOR ADJUSTMENTS AND PROGRAMMING. SEE LIGHTING CONTROL DEVICES SCHEDULE, DWG. Planning #: DATE: 5/3/2022 E-001 FOR MORE INFORMATION. — �- 5. DRAWINGS SHOW LIGHTING CONTROL INTENT. E.C. SHALL BE SEAL SIGNATURE: DESIGNED BY: Jh RESPONSIBLE FOR COORDINATING WITH LIGHTING CONTROL VENDOR CHECKED BY: AR5 TO PROVIDE ALL COMPONENTS REQUIRED TO MEET INTENT AND FUNCTIONALITY SHOWN ON DRAWINGS. PROVIDE LIGHTING CONTROL SCALE: As indicated POWER PACKS AND ASSOCIATED PERIPHERALS FOR EACH LIGHTING N CONTROL "ZONE" AS REQUIRED BASIS OF DESIGN: ACUITY CONTROLS. ,�� Of sot - DWG No: TOWER FIRST FLOOR POWER PLAN TOWER FIRST FLOOR LIGHTING PLAN SCALE: 1/4" = 1r—0rr SCALE: 1/4" = 1r—0nAmok s�o n 5 3^TGa 0 "It is a violation of the State Education Law for any person, rc itec o ecor : unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his or her signature and the date of such alteration, and a J M specific description of the alteration." (�'''�'` Q This plan is approved only for the work indicated on the U �+ jr- ture` c application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. , 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 173(5 1 T 1631 .320.3305 FI 631 .320.3307 Applicant: UG CONDUIT AND CABLE TO Anthony Martignetti PANEL "LP-1A" IN RESTAURANT 6 East 92nd 5t, Apt 3 New York, NY 10126 / (917) 535 - 3777 / / Architect of Record : C >-- 2#4+#10GRD, 1 "C. JM2 Architecture, PC / 2410 North Ocean Ave, Suite 300 / Farmingville, NY, 1 1738 I (631) 320 - 3305 O KEY NOTES MEP Engineer: Emtec Consulting Engineers DPC 1. PROVIDE 5/8" GROUND ROD AND #6 AWG BARE COPPER GROUND 3555 Veterans Memorial Highway, Suite M O LP—S CONDUCTOR FOR BONDING OF OUTBUILDING AS PER NEC. Ronkonkoma, NY 1 1779 REQUIREMENT. (63 I) 356 - 2 176 �roRa�e S�Eo 5 u rveyo r: © POWER SHEET NOTES Nathan Taft Corwin 3105F 1586 Main Road, 947 1 1. FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS, SEE DRAWING Jamesport, NY 1(63 I) 727 - 1 1 E-001. 2. PROVIDE CONDUIT, WIRE AND PERIPHERALS AS REQUIRED TO Project Name ENERGIZE EQUIPMENT AS SHOWN. 3. ALL WORK AND EQUIPMENT SHOWN IS NEW UNLESS OTHERWISE 5 G 70 W Mill Road NOTED. Project Address 5670 W Mill Rd, SHED FIRST FLOOR POWER PLAN Mattituck, NY 1 1952 SCALE: 1/4" = 1 '-0" Project Type Renovation I� I Revisions 04-25-23 155UED FOR 5UBM15510N 04-25-23 155UED FOR 100% CD NEW PANEL "LP-S" SCHEDULE 22KAIC MIN. VOLTAGE: 120/208V PHASE: 1 WIRE: 3 LOCATION: SHED MAIN RATING: 60A MCB MTG: ® SURFACE ® FLUSH SPECIAL FEATURES: LOAD CENTER NO. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION NO 1 SPARE 20/1 — — 30/2 SPARE 2 3 SPARE 20/1 — — 4 5 SPARE 20/1 — — 20/1 SPARE 6 7 SPARE 20/1 — — 20/1 SPARE 8 9 SPARE 20/1 — — 20/1 SPARE 10 11 SPARE 20/1 — — 20/1 SPARE 12 THE5E DRAWING5 ARE AN INSTRUMENT OF 5ERVICE, AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED U5E OF THE5E DOCUMENTS 15 IN A VIOLATION OF 5ECTION 7203 5UD-DIV151ON 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title ELECTRICAL 5HED PLAN 5CTM# 1000-106-6-3 APP No: 5CDiH5 No.: JM2 #: IH Planning #: _ DATE: 5EAIL 51GNATURE: DESIGNED BY: CHECKED BY: i 5CALE: f o`�-off DWG No:R.s * 4 F' Aft w Af �O 0,3A�'`' �. "It is a violation of the State Education Law for any person, rc itect o ecor unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item NOTES: his or her seal and the notation "altered by" followed by his or her signature and the date of such alteration, and a i M Kim= specific description of the alteration." �('' This plan is approved only for the work indicated on the U(�'''�+ Recture M1 P.c. 1. All penetrations through rated walls, including but not limited to Boiler Rooms, Mechanical application specification sheet. all other matters are not to be Equipment : Rooms and Rated Shafts, shall be fire sto ed er details sheets included in this relied upon, or tc be considered as either being approved or in accordance with applicable codes. JM2 ARCHITECTURE, PC drawing set. Refer to Architectural drawings for all wall ratings. Detail sheets show only a 2410 NORTH OCEAN AVENUE few common applications however, they do not show all applications. Contractor must use SUITE 300 only firestop products that have been UL 1479 or ASTM E 814 tested for specific fire-rated FARMINGVILLE, NY, 11735 T I G31 .320.3305 FI G31 .320.3307 construction conditions conforming to construction assembly type, penetrating item type, annular space requirements, and fire-rating involved for each separate instance. Applicant: Anthony Martignetti 2. Details shown are typical details. If field conditions do not match requirements of typical 6 East 92nd 5t, Apt 3 details, approved alternate details shall be utilized. Field conditions and dimensions need to / 3/8" DIA. S/S THREADED ROD 4" LONG New York, NY 10126 be verified for compliance with the details, including but not limited to the following: * / DRILLHELED INTO HILTI MASONRY HITO WITH SIC/SL WASH ANCHRR \ (917) 535 - 3777 i N E Minimum and maximum Width of Joints * Type and thickness of fire-rated construction. The AND NUT. Architect of Record : UNISTRUT minimum assembly rating of the firestop assembly shall meet or exceed the highest rating 0 WITH HOTPDIPPEDRGALLVANIZED EQUAL) 1 5F8" x 1 5/8" CEILING STRUCTURE JM2 Architecture, PC U FINISH 3/8" DIA. S/S THREADED ROD 4" LONG 2410 North Ocean Ave, Suite 300 of the adjacent construction. o Z UNISTRUT PIPE/CONDUIT CLAMPS P2558 HELD IN HILTI HIT C-20 CHEMICAL ANCHOR Farmin ville, NY, 11738 3. If alternate details matching the field conditions are not available, manufacturer's I = OR EQUAL. DRILLED INTO MASONRY WITH S/S WASHER g Engineering judgment drawings are acceptable. Drawings shall follow the International i _---PIPE OR CONDUIT AND NUT. (631) 320 - 3305 UNISTRUT P1000 (OR EQUAL) 1 5/8" x 1 5/8"mi F_ MEP En I Weer: Firestop Council (IFC) Guidelines for Evaluating Firestop Systems Engineering Judgments. ; N SIZE TO SUIT NO. CONDUITS WITH HOT—DIPPED GALVANIZED FINISH 9 Emtec Consulting Engineers DPC UNISTRUT PIPE CONDUIT CLAMPS P2558 4. References: � /�L / OR EQUAL. 3555 Veterans Memorial Highway, Suite M * 2013 Underwriter's Laboratories Fire Resistance Directory, Volumes 1 & 2 ---AIX------------- ----- Ronkonkoma, NY 1 1779 * PIPE OR CONDUIT 63 I) 35G - 2 17G NFPA 101 Life Safety Code MASONRY WALL BEYOND * NFPA 70 - National Electric Code 4 TREATED WD. SLE PER Surveyor: * 3/8"0 X 2 1/2" LAG @ 4'-0" 0.C. SIZE TO SUIT NO. CONDUITS Nathan Taft Corwin All governing local and regional building codes SCREWS AS REQ'D. 155G Main Road, 5. Firestop System installation must meet requirements of ASTM E-814 (UL 1479) tested 1 " THK WALKWAY PAD Jame5port, NY 1 1947 assemblies that provide a fire rating equal to that of construction being penetrated. ADHERED TO ROOF. (G31) 727 - 2050 6. All rated through-penetration assemblies shall be prominently labeled with the following CONDUIT SUPPORT DETAILS CONDUIT SUPPORT DETAIL Protect Name information: SCALE: 1 1/2" = 1 '-0' SCALE: NONE * ATTENTION: Fire Rated Assembly 5670 W Mill Road * UL System # * Product(s) used * Hourly Rating (F-Rating) ProjectAddre5s Installation Date 7. For outlet boxes requiring protection, use only Wall Opening Protective Materials, category 5670 W M�II Rd, CLIV as classified by Underwriter's Laboratories, Fire Resistance Directory (Volume 1.) Mattltuck, NY 1 1952 Project Type Renovation ULIcUL System No. W-L-1164 F Ratings - 1 and 2 Hr (See Items 1 and 4) UL/cULSystem No. C-AJ-1421 Revislons T Rating - 0 Hr F Rating - 2 and 3 Hr (See Item 4113) 04-25-23 155UED FOR 5UBMI55ION UL/cUL System No. F-C-1059 4 1 T Rating = 0 Hr 04-25-23 155UED FOR 100% CD F Ratings = 1 and 2 Hr T Ratings = 0 and 1/2 Hr (� A 3 1 3 1 4B 2 4113 A a a a. Cd d b d O Q p d �--- A 2 d ' 4 2 ' 1 A� A 3 4A 1 3O,� B SECTION A-A SECTION A-A SECTION A-A 1. Floor or Wall Assembly - Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1. Floor-Ceiling Assembly - The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL opening is 6 in. (152 mm). Fire Resistance Directory. The F Rating of the firestop system is equal to the rating of the floor-ceiling and wall 1. Wall Assembly The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials 2. Metallic Sleeve - (Optional) Nom 6 in. (152 mm) diam (or smaller) Schedule 40 (or heavier steel sleeve cast or assemblies. The general construction features of the floor-ceiling assembly are summarized below: and in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory grouted into floor or wall assembly, flush with floor or wall surfaces. ) A. Flooring System - Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture as and shall include the following construction features: 3. Through-Penetrant - One metallic pipe or conduit to be installed either concentrically or eccentrically within the specified in the individual Floor-Ceiling Design. Max diam of opening shall be 7-5/8 in. A. Studs -Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 firestop system. The annular space between pipe, tube or conduit and periphery of opening shall be min 0 in. (0 mm) THE5E DRAWINGS ARE AN INSTRUMENT OF 5ERVICE, AND B. Wood Joists - Nom 10 in deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. When steel (point contact) to max 5-3/8 in. (137 mm). Pipe or conduit to be rigidly supported on both sides of floor or wall Structural Wood Members with bridging as required and with ends firestopped. studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all assembly. The following types and sizes of metallic pipes or conduits may be used: AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. C. Gypsum Board - Thickness, type, number of layers and fasteners shall be as specified in the individual sides using lengths of steel stud installed between the vertical studs and screw attached to the steel studs at 2 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A B. . Floor-Ceiling Design. Diam of opening shall be 1 in. larger than the outside diam of pipe (Item 2). each end. The framed opening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diam of the B Iron Pipe A. Steel Pipe- Nom 4 in Nom 4 in.((10(10 mm) diam (or smaller) cast ductile iron pipe. D. Furring Channels - (Not Shown) (As required) Resilient galvanized steel furring installed in accordance with the penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. clearance is VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. manner specified in the individual L500 Series Designs in the Fire Resistance Directory. present between the penetrating item and the framing on all four sides. C. Copper Pipe - Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. 1.1 Chase Wall - (Not Shown, Optional) - The through penetrants (Item 2) may be routed through a 1 or 2 hr firerated B. Gypsum Board - The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation D. Copper Tubing - Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. STATE EDUCATION LAW. shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam E. Conduit - Nom 4 in. (102 mm) diam (or smaller) steel conduit. single, double or staggered wood stud/gypsum wallboard chase wall having a fire rating consistent with that the of opening in steel stud walls is 32in.. Max diam of openings in wood stud walls is 14-1/2 in. F. Conduit - Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT). individual ual U30 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following DraWing Title floor assembly. The chase wall shall be constructed The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is 4. Firestop System - The firestop system shall consist of the following: construction features: the materials and in the manner specified in the installed. - A. Packing Material - Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m3) mineral wool butt insulation firmly ELECTRICAL oA. Studs - Nom 2 by 8 in. lumber or double nom 2 by 6 in. lumber studs. 2. Steel Sleeve Nom 32 in. diam (or smaller) Schedule 40 (or heavier) steel pipe sleeve friction fit in nom 32 in. packed into pening as a permanent form. Packing material to be recessed from top surface of floor or from B. Sole Plate - Nom 2 by 8 in. lumber or parallel 2 by 6 in. lumber plates, tightly butted. diam circular opening cut through gyp-sum wallboard layers. Length of steel sleeve to be equal to thickness of wall. both surfaces of wall as required to accommodate the required thickness of fill material. C. Top Plate - The double top plate shall consist of two nom 2 by 8 in. lumber plates or two sets of nom 2 by 3. Through-Penetrant - One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the B. Fill, Void or Cavity Material* - Sealant - Min 1/4 in. (6 mm) thickness of fill material applied within the 6 in. lumber plates tightly butted. Max diam of opening is 7-5/8 in. firestop system. The annular space between pipe, conduit or tubing and the steel sleeve shall be min of 0 in. (point annulus, flush with top surface of floor or with both surfaces of wall. For 3 Hr rated assemblies, a min 1/4 DETAI L5 D. Gypsum Board - Thickness, type, number or layers and fasteners shall be as specified in individual Wall and contact) to max 1-7/8 in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The in. (6 mm) diam bead of fill material shall be applied at the concrete/pipe interface at the point contact Partition Designs. following types and sizes of metallic pipes, conduits or tubing may be used: location on the top surface of floor and on both surfaces of wall. 2. Through Penetrants - One metallic tubing, pipe or conduit to be installed concentrically or eccentrically within the A. Steel Pipe - Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. 5CTM# 1000-1 OG-G-3 APP No: Firestop system. Annular space between pipe or conduit and edge of opening to be min 1/4 in. and max 3/4 in. Pipe, B. Iron Pipe - Nom 30 in. diam (or smaller) service weight (or heavier) cast iron soil pipe or Class 50 (or heavier) tubing or conduit to be rigidly supported on both sides of floor-ceiling assembly. The following types and sizes of ductile iron pressure pipe. 5CDH5 No.: metallic pipes, tubing or conduit may be used: C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing. FIRESTOP OF METAL CONDUIT/PIPING JM2 #: 2022-0642 A. Steel Pipe - Nom 6 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. D. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. B. Iron Pipe - Nom 6 in. diam (or smaller) cast or ductile pipe. E. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. Planning ##: - DATE. 5/3/2022 C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or nom 6 in. diam (or smaller) steel 4. Fill, Void or Cavity Material*-Sealant - Min 5/8 in. and 1-14 in. thickness of fill material applied within annulus, THROUGH CONCRETE SEAL SIGNATURE: corduit. flush with both surfaces of wall assembly for 1 or 2 hr rated valls, respectively. Min 1/2 in. diam bead of caulk DESIGNED BY: JH D. Steel Flexible Metal Conduit - Nom 2 in. diam (or smaller) steel flexible metal conduit. applied to the penetrant/wallboard interface at the point contact location on both sides of wall. 3. Fill, Void or Cavity Material -Sealant - Min 5/8 in. or 1-1/4 in. thickness of sealant applied within annular space, FLOOR/WALL OR BLOCK WALL DETAIL CHECKED BY: ARS flush with the bottom surface of gypsum wallboard or lower top plate for 1 and 2 hr floors respectively. Min. 3/4 in. thickness of sealant applied within annular space, flush with top surface of floor. N.T.S. SCALE: As indicated FIRESTOP OF METAL CONDUIT THROUGH �� OF NEw ro DWG No: FIRESTOP OF METAL CONDUIT/PIPING THROUGH V- R. S WOOD FLOOR/CEILING RATED DETAIL GYPSUM RATED WOOD OR STEEL WALL DETAIL r N.T.S. N.T.S. REFER TO ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND `'cy _ '� d"2 �.Z E5 UAO"k 1 ■. FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS O�n53 xe_sfs=z��t�� I "It is a violation of the State Education Law for any person, Ard itect o ecor : unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his Arc",-- or her signature and the date of such alteration, and aspecific description of the alteration." Q (�'This plan is approved only for the work indicated on the 1 t ` c t u U e P.c. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC In accordance with applicable codes. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T I G31 .320.3305 FI G31 .320.3307 Applicant: Anthony Martignetti 8 East 92nd St, Apt 3 NEW PANEL `LP1' SCHEDULE 35KAIC MIN. New York, NY 10128 VOLTAGE: 120/240V PHASE: 1 WIRE: 4 LOCATION: 1ST FLOOR (917) 535 - 3777 MAIN RATING: 200A MCB MTG: ® SURFACE ® FLUSH Architect of Record : SPECIAL FEATURES: JM2 Architecture, PC NO.KT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. 2410 North Ocean Ave, Suite 300 Farmingville, NY, 11738 1 INTERIOR LIGHTING 20/1 325 3723 40/2 ACCU-1 2 3 EXTERIOR LIGHTING 20/1 94 3723 4 (G31) 320 - 3305 5 REFRIGERATOR 20/1 1000 2880 30/2 WALK—IN 6 M El' Eng I neer: 7 PEARL ICE MAKER 20/2 1200 2880 8 Emtec Consulting Engineers DPC 9 3555 Veterans Memorial Highway, Suite M 1200 6120 70/2 WH-2 10 Ronkonkoma, NY 1 1779 11 KOLD DRAFT CT560 20/2 1200 6120 12 (G3 I) 35G - 2 176 13 1200 360 20/1 RECEPTACLE 14 5 u rveyo r: 15 TELCO/RECS 20/1 360 360 20/1 RECEPTACLE 16 Nathan Taft Corwin 17 RECEPTACLES 20/1 360 360 20/1 RECEPTACLES 18 158G Main Road, 19 RECEPTACLES 20/1 360 — 20/1 SPARE 20 Jame5port, NY 1 1947 21 SPARE 20/1 — — 20/1 SPARE 22 (G31) 727 - 2090 LOFT 23 SPARE 20/1 — — 20/1 SPARE 24 Project Name 25 SPARE 20/1 — — — SPACE 26 5 6 0 W Mill 11 27 SPACE — — — — SPACE 28 Road 29 SPACE — — — — SPACE 30 CONNECTED LOAD 33,865 W Project Address 5G70 W Mill Rd, Mattituck, NY 1 1952 Project Type Renovation Revi5ion5 04-25-23 ISSUED FOR 5UDM155ION 04-26-23 ISSUED FOR 100% CD SECOND FLOOR 1ST FLOOR LIGHTING FIXTURE SCHEDULE - SYM, MFG. & CAT. No. TYPE WAX LAMP TYPE LUMENS MOUNTING/HEIGHT REMARKS ELECTRICAL F1 WRAPAROUND SURFACE MOUNTED LED 25 LED 3114 SURFACE PANEL ACUITY BLWP4-30L-4000-ADP-EZ1 — LP-1 EXTERIOR WALL PACK F2 ACUITY WPX2-LED-40K-M-VOLT-E14-WC LED 47 LED 6000 SURFACE W/EMERGENCY DRIVER 200 AMPS 240/12OV-10-3W EX LITHONIA LIGHTING 8 LED 11 5 LED — WALL/CEILING — LQM W3-R-120/277-EL-N THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND FIRST FLOOR AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title ELECTRICAL RISER DIAGRAM ELECTRICAL SCALE: N.T.S. R15ER DIAGRAM 5CTM# 1000-I OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-0642 Planning #: _ DATE: 5/3/2022 SEAL SIGNATURE: DESIGNED BY: Ali CHECKED BY: AR5 SCALE: As indicated °T S Jra DWG No: R. CY 6 fio„� 534 . �� i . � ELECTRICAL SPECIFICATIONS "It is a violation of the State Education Law for any person, rG IteCt 0 eCOr : 1. GENERAL CONDITIONS OF 1970 (LATEST REVISION), OTHER RULES, LAWS, STATUTES, CODES, ORDINANCES, C❑NTRACT❑R SHALL VERIFY THE ADEQUACY OF THE EXISTING CIRCUITS AND CONFORMANCE T❑ unless he or she is acting under the direction of a licensed A. DESCRIPTION OF BID DOCUMENTS REGULATIONS AND OTHER REQUIREMENTS ❑F ANY AND ALL G❑VERNMENTAL OR APPLICABLE CODE REQUIREMENTS, AND REPLACE professional engineer to alter an item in anyway, on this a. THE SPECIFICATIONS AND DRAWINGS ARE INTENDED TO SERVE JOINTLY AS A BASIS UPON QUASI-GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER THE WORK, THE PROJECT OR drawing and/or in this specification in anyway. If any such WHICH THE CONTRACTOR SHALL SUBMIT A CONTRACT PRICE F❑R THE MATERIAL AND LABOR THE PROJECT SITE. 3. PHASING item is altered, the altering engineer shall affix to the item PROVISIONS, h. EQUIPMENT, FIXTURES, MATERIAL AND INSTALLATION SHALL CONFORM TO THE REQUIREMENTS A, EXTEND AND RECONNECT EXISTING ELECTRIC SERVICES AS INDICATED ON THE DRAWINGS, IN his or her seal and the notation "altered by" followed by his lo. IT IS THE INTENTION OF THE SPECIFICATIONS AND DRAWINGS TO CALL FOR FINISHED WORK, ❑F THE L❑CAL BUILDING DEPARTMENTi J M , THE SERVING UTILITY COMPANIES, THE NATI❑NAL TIME SEQUENCE AS DIRECTED BY THE OWNER, or her signature and the date of such alteration, and a TESTED, AND READY FOR OPERATION, ELECTRICAL CODE, NATI❑NAL ELECTRICAL SAFETY CODE, LIFE SAFETY CODE, NEW YORK specific description of the alteration." �'` QQ ,�+ Q c. THE CONTRACTORS SHALL PROVIDE ALL ITEMS ❑F LABOR OR MATERIALS NOT SPECIFICALLY STATE BUILDING CODE, OCCUPATI❑NAL SAFETY AND HEALTH ACT, AMERICANS WITH 4. CONDUIT AND RACEWAYS This plan is approved only for the work indicated on the �C a G G P.c. JL INDICATED, BUT REQUIRED TO COMPLETE THE INTENDED INSTALLATIONS, DISABILITIES ACT AND APPLICABLE NATIONAL, STATE AND LOCAL CODES, ORDINANCES AND A. ALL WIRING SHALL BE RUN IN CONDUIT. MINIMUM SIZE CONDUIT SHALL BE 3/4' EXCEPT AS application specification sheet. all other matters are not to be cl, THE CONTRACTORS SHALL C❑ORDINATE THEIR WORK OR ADJUST SAME TO THAT OF OTHER REGULATIONS. OTHERWISE INDICATED. relied upon, or to be considered as either being approved or TRADES, IN ORDER THAT CONFLICTS IN SPACE LOCATIONS DO NOT OCCUR. 1. IF WORK IS LOCATED IN NEW YORK CITY THE NEC WITH NEW YORK CITY AMENDMENTS IS THE B. CONDUIT SHALL BE MADE OF STANDARD RIGID PIPE, AND SHALL BE ALUMINUM WHERE PERMITTED in accordance with applicable codes. JM2 ARCHITECTURE, PC e. ANY APPARATUS, APPLIANCE, MATERIAL, ❑R WORK NOT SHOWN ON DRAWINGS, BUT MENTIONED CONTROLLING CODE. BY CODE. WHERE ALUMINUM IS NOT PERMITTED BY CODE, USE RIGID STEEL OR IMC CONDUIT. J. FRONT IN THE SPECIFICATIONS, OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES, OR MINOR J. ALL ELECTRICAL WORK AND MATERIALS SHALL COMPLY WITH THE OWNER'S STANDARDS AND C. ELECTRIC METALLIC TUBING MAY BE USED IN DRY LOCATIONS FOR BRANCH CIRCUITING AND a. DOORS MUST BE PROVIDED ON ALL LIGHTING AND POWER PANELS, 2410 NORTH OCEAN AVENUE DETAILS NOT SHOWN BUT NECESSARY TO MAKE THE WORK COMPLETE IN ALL RESPECTS AND ELECTRICAL SYSTEMS REQUIREMENTS. TELEPH❑NE AND DATA RACEWAYS. b. HEAVY CODE GAUGE STEEL AS REQUIRED TO MAINTAIN PANEL FACE FLAT. 5UITE 300 READY F❑R OPERATION, EVEN IF NOT PARTICULARLY SPECIFIED, SHALL BE PROVIDED k. ALL LOCAL FEES, PERMITS, AND SERVICES OF INSPECTION AUTHORITIES SHALL BE OBTAINED D. TYPE AC (BX) OR MC WITH GREEN INSULATED GROUND WIRING MAY BE USED CONCEALED IN DRY c. DOORS SHALL BE HINGED ON EITHER THE LEFT OR RIGHT AND EQUIPPED WITH A 110 DEGREE WITHOUT ADDITIONAL EXPENSE TO THE OWNER. AND PAID FOR BY THE CONTRACTOR, THE C❑NTRACT❑R SHALL COOPERATE FULLY WITH LOCAL L❑CATIONS FOR BRANCH CIRCUIT WORK ONLY WHERE PERMITTED BY CODE. D❑❑RST❑P OR A CONTINU❑US PIANO-TYPE HINGE WITH A MAXIMUM OPENING OF 160 DEGREES. FARMINGVILLE, NY, I1735 f. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK WITH ITS COMPLETION AND FINAL C❑MPANIES WITH RESPECT TO THEIR SERVICES. CONTRACTOR SHALL INCLUDE IN HIS BID ANY E. WIRING FOR UNDERFLOOR BOXES SHALL BE AS MANUFACTURED BY WALKER IN ACCORDANCE WITH DOORS SHALL BE DOOR IN D❑OR TYPE HEAVY GAUGE STEEL TO MAINTAIN PANEL FACE FLAT, ACCEPTANCE AND SHALL REPLACE ANY ❑F SAME, WHICH MAY BE DAMAGED, LOST OR STOLEN, C❑STS TO BE INCURRED RELATIVE T❑ P❑WER SERVICE (PRIMARY AND/0R SECONDARY) AND THE BUILDING STANDARDS, cl. THE CABINET SHALL BE ELECTROSTATIC POWDER-COATED OVER A RUST INHIBITOR OR A T � 631 .320.3305 F� 631 .320.3307 WITH❑UT ADDITI❑NAL COSTS TO THE OWNER, TELEPHONE SERVICE. F. NOT USED, BAKED ENAMEL FINISH. THE COLOR SHALL BE ANSI 61 LIGHT GRAY. g SPECIFICATIONS, IN GENERAL, DESCRIBE QUALITY AND CHARACTER OF MATERIALS AND G. WIRING FOR EMERGENCY LIGHTING FIXTURES SHALL BE WIRE IN RIGID CONDUIT. e. PROVIDE CYLINDER LOCK. ALL PANELS KEYED ALIKE. PR❑VIDE FOUR (4) OF EACH PANEL KEY. EQUIPMENT. THE ACCOMPANYING DRAWINGS ARE INTENDED TO SHOW THE GENERAL F. CUTTING AND PATCHING H. PROVIDE EMPTY CONDUIT WITH DRAG WIRE FOR TELEPHONE SYSTEM, RUN 3/4 CONDUIT FOR f. WELDED ANGLE REST AT THE BOTTOM OF THE DOOR TO FACILITATE COVER INSTALLATION. Applicant: MATERIAL AS SHOWN X❑NIV THE FDRAWINGS ARE APPROXIMATE, IT IT SOHALLCATIONS BE UNDERSTOOD THAT FOR EQUIND a AND ALL CUTTING CATI❑NAND ❑FPATCHING S SHALL AND DONE UNDER ANOTHER RED FOR HE SECTION. FURNISH T ❑N F❑R T IS CONDOUTLET, T W THVBUSH CONDUIT FOR TWO OUTLETS, AND 13'a' FOR THREE OUTLETS. TERMINATE ENDS ❑F g. DOORS OVER 48' IN HEIGHT SHALL HAVE AUXILIARY FASTENERS AT TOP AND BOTTOM ❑F Anthony Marti nett) DOOR IN ADDITION TO LOCK AND CATCH, 9 THEY ARE SUBJECT T❑ SUCH MODIFICATION AS MAY BE FOUND NECESSARY T❑ MEET J❑B W❑RK BEFORE THE WALLS, FLOORS AND PARTITIONS ARE BUILT. I. MAKE FINAL CONNECTION FROM MOTOR STARTING SWITCHES TO MOTOR BY MEANS OF CONDUCTORS In. METAL BLANK FILLERS (PLASTIC FOR RETR❑FITS) SHALL BE PR❑VIDED FOR EACH UNUSED 8 East 92nd 5t, Apt 3 CONDITIONS, SUCH CHANGES SHALL BE MADE BY THIS CONTRACTOR AT N❑ ADDITI❑NAL CHARGE, b. PROVIDE THE LABOR AND MATERIALS FOR ALL WORK INCLUDED UNDER THE CONTRACT OR IN FLEXIBLE STEEL CONDUIT. USE 'SEALTITE' IN WET OR DAMP LOCATIONS ONLY, CIRCUIT P❑SITI❑N. h, SCALED AND INDICATED DIMENSIONS ARE APPROXIMATE AND ARE FOR ESTIMATING PURPOSES SUBCONTRACT IN AMPLE TIME AND SUFFICIENT QUANTITIES S❑ THAT ALL ❑F THE WORK ❑F J. HANGERS, SUPPORTS AND SLEEVES SHALL BE AS ACCEPTABLE TO THE ARCHITECT. SUPPORT i. A PREPRINTED STICKER IS TO BE AFFIXED TO THE INSIDE OF THE PANELBOARD WITH New York, NY 10128 ONLY. BEFORE PROCEEDING WITH WORK, CHECK AND VERIFY ALL DIMENSIONS. THE CONTRACT ❑R SUBCONTRACT MAY BE INSTALLED IN PR❑PER SEQUENCE TO AVOID RISER CONDUIT AT EACH FLOOR, AND ALL OTHER C❑NDUIT ON EACH SIDE OF BENDS AND N❑T EMERGENCY 24-HOUR TELEPHONE NUMBERS FOR PARTS AND/❑R REPAIR. (9 17) 535 - 3777 1. ALL METHODS OF WORKMANSHIP AND C❑NSTRUCTI❑N AND DETAILS OF SAME NOT SPECIFICALLY UNNECESSARY CUTTING OF THE FL❑ORS AND WALLS. GREATER THAN 10'-O' ON CENTERS, D❑ NOT SUPPORT COMMUNICATIONS, SIGNALING AND SIMILAR K. TERMINAL LUGS DESCRIBED HEREIN SHALL BE SUBJECT T❑ THE APPROVAL ❑F THE OWNER ❑R HIS c. ANY CUTTING AND PATCHING REQUIRED, DUE TO THE FAILURE TO COMPLY WITH THE ABOVE TYPE WIRING FROM CONDUITS, a. BOLTED TYPE, LABELED FOR EITHER COPPER ❑R ALUMINUM CONDUCTORS. REPRESENTATIVE. PROVISIONS, SHALL BE DONE AT NO EXTRA COST TO OWNER, SUCH CUTTING AND PATCHING K. C❑ORDINATE CONDUIT RUNS WITH EXISTING AND NEW WORK, CONCEAL ALL CONDUIT AND OUTLET b, LOCATE MAIN LUGS PROPERLY AT TOP OR BOTTOM, DEPENDING WHERE MAIN FEEDER ENTERS, Architect of Ike co rd :J. MAKE ADJUSTMENTS THAT MAY BE NECESSARY OR REQUESTED IN ORDER TO RESOLVE SPACE SHALL BE D❑NE UNDER DIVISION ONE, AS APPROVED BY THE ARCHITECT. BOXES IN FINISHED AREAS UNLESS NOTED OTHERWISE. L. ELECTRICAL RATINGS PROBLEMS, PRESERVE HEADROOM, AND AVOID ARCHITECTURAL OPENINGS, STRUCTURAL cl. THE WORK SHALL BE CAREFULLY LAID OUT IN ADVANCE. WHERE CUTTING, CHANNELING, L. RUN C❑NDUITS CLEAR OF SHAFTS, OPENINGS, CABLE SLOTS AND TELEPHONE RACKS. D❑ NOT a. ALL CIRCUIT BREAKERS SHALL BE FULLY-RATED UNLESS THE DRAWINGS SPECIFICALLY JM2 Architecture, PC MEMBERS AND WORK ❑F OTHER TRADES. CHASING OR DRILLING OF FLOORS, WALLS, PARTITIONS, CEILINGS OR OTHER SURFACES IS SUPPORT C❑NDUITS ❑R RACEWAYS FROM TELEPHONE FRAMES, CABLE RACKS ❑R INDICATE SERIES RATED, WHEN SERIES RATINGS ARE APPLIED WITH INTEGRAL OR REMOTE 2410 North Ocean uite 300 k. TYPICAL DETAILS, WHERE SHOWN ON THE DRAWINGS, APPLY TO EACH AND EVERY ITEM OF NECESSARY FOR THE PR❑PER INSTALLATION, SUPPORT ❑R ANCHORAGE ❑F RACEWAY, OUTLETS SUPERSTRUCTURES. Ave,, THE PROJECT WHERE SUCH ITEMS ARE APPLICABLE. TYPICAL DETAILS ARE NOT REPEATED IN OR OTHER EQUIPMENT, THE WORK SHALL BE CAREFULLY DONE, ANY DAMAGE T❑ THE BUILDING, UPSTREAM DEVICES, A LABEL ❑R MANUAL SHALL BE PROVIDED, IT SHALL STATE THE M. TERMINATE EACH CONDUIT WITH TWO LOCKNUTS, ONE INSIDE AND ONE OUTSIDE AND A BUSHING, C❑NDITI❑NS OF THE UL SERIES RATINGS INCLUDING, Farmingvllle, NY, 11738 FULL ON THE PLANS, AND ARE DIAGRAMMATIC ONLY, BUT WITH THE INTENTION THAT SUCH PIPING, EQUIPMENT OR DEFACED FINISH PLASTER, WOODWORK, METALWORK, ETC. SHALL BE USE ALUMINUM LOCKNUTS FOR ALUMINUM C❑NDUIT, AND MALLEABLE IRON OR GALVANIZED OR a.a. SIZE AND TYPE ❑F UPSTREAM DEVICE DETAILS SHALL BE INC❑RP❑RATED IN FULL. REPAIRED BY SKILLED MECHANICS ❑F THE TRADES INVOLVED AT NO ADDITIONAL COST To CADMIUM PLATED STEEL FOR STEEL CONDUITS. BUSHINGS SHALL BE INSULATED PLASTIC TYPE, a.b. BRANCH DEVICES THAT CAN BE USED (631) 320 - 3305 I.. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO PROVIDE A COMPLETE THE OWNER, RATED AT NOT LESS THAN 150C, T&B SERIES 510 OR AS ACCEPTABLE. WHERE C❑NDUITS LARGER a.c. UL SERIES SHORT-CIRCUIT RATING, WORKABLE SYSTEM READY FOR THE OWNER'S OPERATION. ANY ITEM NOT SPECIFICALLY SHOWN e. THIS CONTRACTOR SHALL D❑ ALL CUTTING, CHASING AND ROUGH PATCHING FOR INSTALLATION THAN 1' SIZE ARE TERMINATED, L❑CKNUTS SHALL BE THE B❑NDING TYPE T&B SERIES 106, OR b. WHERE INDICATED, PROVIDE PANELBOARDS HAVING A 'SERVICE ENTRANCE' TYPE UL LABEL M E P E n ain e e r: ❑N THE DRAWINGS ❑R C�4LLED FOR IN THE SPECIFICATIONS, BUT NORMALLY REQUIRED TO OF HIS WORK, AS ACCEPTABLE, IF ALUMINUM BONDING L❑CKNUTS ARE NOT AVAILABLE, USE A BONDING WEDGE WITH NEUTRALS FACTORY BONDED T❑ FRAME OR ENCLOSURE. J C❑NF❑RM T❑ THE INTENT, ARE T❑ BE C❑NSIDERED A PART ❑F THE CONTRACT, f. UNLESS ASSIGNED TO OTHER CONTRACTOR(S) AS PART OF CONTRACT AGREEMENT, THE IN ADDITION UNDER THE INTERIOR ALUMINUM L❑CKNUT, M. ALL PANELBOARDS SHALL INCLUDE LABELS WITH THE F❑LL❑WING INFORMATION; Emtec Consulting Engneer5 DPC M. IF ANY PART OF SPECIFICATIONS OR DRAWINGS APPEARS UNCLEAR OR CONTRADICTORY, GENERAL CONTRACTOR SHALL FINISH PATCHING AND REPAIRS. N. WHERE C❑NDUITS LARGER THAN 1' SIZE TERMINATE IN ECCENTRIC OR CONCENTRIC KNOCKOUTS a. 'DANGER OF ELECTRICAL SHOCK' LABEL CONSULT THE ARCHITECT'/DESIGN PR❑FESSI❑NAL F❑R INTERPRETATION AND DECISION AS g. ALL CUTTING AND DRILLING SHALL BE MACHINE CUT WITH POWER DRIVEN TOOLS. CONDUIT AND WHERE ALL ❑F THE KNOCKOUT RINGS HAVE N❑T BEEN REMOVED, INSULATED GROUNDED b. UL LISTING 3555 Veterans Memorial Highway, 5uite M EARLY AS POSSIBLE DURING BIDDING PERIOD. D❑ NOT PROCEED WITH WORK WITH❑UT THE PENETRATIONS SHALL BE CORE DRILLED. BUSHINGS SHALL BE USED. INSULATED GROUNDED BUSHINGS SHALL BE CAST, THREADED TYPE c. MANUFACTURER'S NAME Ronkonkoma, NY 11779 ARCHITECT/DESIGN PROFESSIONAL'S DECISION, h. WHERE C❑NDUITS, MOUNTING CHANNELS, OUTLET, JUNCTION, OR PULL BOXES ARE MOUNTED ON EQUIPPED WITH A LUG FOR GROUNDING. UPPER EDGE SHALL HAVE A NYLON RING OR A d. DATE OF MANUFACTURE n. UNLESS SPECIFIED OTHERWISE HEREIN, CONTRACTOR SHALL BASE HIS BID PROPOSAL WITH A PAINTED SURFACE, ❑R A SURFACE TO BE PAINTED, THEY SHALL BE PAINTED T❑ MATCH THE BAKELITE RING WHICH IS MOLDED INTO THE BUSHING. SIZE GROUND LUG TO TAKE CONDUCTOR e. # OF PHASES (G31) 35G - 2176 ALL W❑RK TO BE PERFORMED ON A STRAIGHT TIME NORMAL WORKING DAY, SURFACE, WHENEVER SUPPORT CHANNELS ARE CUT, THE BARE METAL SHALL BE COLD SIZED ACCORDING TO CODE WITH A MINIMUM SIZE OF NO. 12. f. VOLTAGE RATING o. ANY QUESTIONS OR DISAGREEMENTS ARISING AS TO THE TRUE INTENT OF THIS SPECIFICATION GALVANIZED. O. WHERE ELECTRICAL METALLIC TUBING IS INSTALLED, THE CONNECTORS AND COUPLINGS SHALL 9. CURRENT RATING Surveyor: OR THE DRAWINGS ❑R THE KIND AND QUALITY OF WORK REQUIRED THEREBY SHALL BE BE THE NYLON INSULATED THR❑AT TYPE AS MANUFACTURED BY THE TH❑MAS & BETTS CO,, In. SH❑RT-CIRCUIT RATING DECIDED BY THE ARCHITECT/DESIGN PROFESSIONAL, WHOSE INTERPRETATIONS THEREOF SHALL G. COORDINATION WITH OTHER TRADES SERIES 5120 AND 4123 RESPECTIVELY, OR AS ACCEPTABLE. ON TUBING LARGER THAN V USE N. UNLESS OTHERWISE SPECIFIED SHALL BE EQUIPPED WITH PLASTIC DESIGNATION PLATE, Nathan Taft Corwin BE FINAL, CONCLUSIVE, AND BINDING ON ALL PARTIES. a, PRIOR TO STARTING ANY WORK, PURCHASE OF EQUIPMENT, ETC., COORDINATE WORK WITH B❑NDING LOCKNUTS AS DESCRIBED ABOVE FOR RIGID CONDUIT. ❑, CIRCUIT BREAKER DEVICES 158G Main Road, p, IN CASE OF DISAGREEMENT BETWEEN DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER OTHER TRADES. CONFER WITH OTHER CONTRACTORS WHOSE WORK MIGHT AFFECT THIS P. WHERE FLEXIBLE METALLIC CONDUIT OR TYPE AC OR MC CABLE IS INSTALLED, CONNECTORS a. PLASTIC MOLDED CASE. COMPLETELY SEALED ENCLOSURE, TOGGLE TYPE OPERATING HANDLE, DOCUMENT ITSELF, THE BETTER QUALITY, GREATER QUANTITY OR MORE COSTLY W❑RK SHALL INSTALLATION, AND ARRANGE ALL PARTS OF THIS WORK AND EQUIPMENT IN PROPER SHALL BE THE 'TITE BITE' TYPE WITH NYLON INSULATED THROATS AS MANUFACTURED BY THE TRIP AMPERE RATING AND ON/OFF INDICATION CLEARLY Jamesport, NY 11947 BE INCLUDED IN THE CONTRACT PRICE AND THE MATTER REFERRED TO THE SEQUENCE AND RELATION T❑ THE W❑RK AND EQUIPMENT OF OTHERS, WITH THE BUILDING THOMAS & BETTS CO., SERIES 3110 OR AS ACCEPTABLE, FOR AC OR MC CABLE, INSTALL b. VISIBLE. ARCHITECT/DESIGN PROFESSIONAL'S ATTENTION FOR DECISION AND/OR ADJUSTMENT, CONSTRUCTION AND WITH ARCHITECTURAL FINISH SO THAT IT WILL HARMONIZE IN SERVICE ANTI-SHORT BUSHINGS AND TERMINATE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, c. THERMAL-MAGNETIC TRIP-FREE, TRIP-INDICATING, QUICK-MAKE, QUICK-BREAK, WITH INVERSE (631) 727 - 2090 q. IF DIRECTED BY THE ARCHITECT/DESIGN PROFESSIONAL, WITHOUT EXTRA CHARGE, MAKE AND APPEARANCE, IN THE EVENT THERE IS A CONFLICT IN COORDINATION BETWEEN TRADES, SUPPORT CABLES PER NEC. TIME DELAY CHARACTERISTICS. SINGLE-HANDLE AND COMMON TRIPPING MULTIPOLE BREAKERS. REASONABLE MODIFICATIONS IN THE LAYOUT AS NEEDED T❑ PREVENT CONFLICT WITH WORK THE OWNER OR HIS REPRESENTATIVE WILL RESOLVE IT. 0. WHERE TERMINATING LIQUID TIGHT FLEXIBLE STEEL CONDUIT (SEALTITE), FITTING ASSEMBLY d, SILVER ALLOY CONTACTS WITH AUXILIARY ARC-QUENCHING DEVICES, ❑F OTHER TRADES ❑R F❑R PR❑PER EXECUTION OF THE WORK. SHALL BE SEALING TYPE CONSISTING ❑F STEEL GLAND, NYLON RING AND GR❑UND CONE ❑N THE e. PANELBOARD MUST BE OF THE TYPE WHICH WILL ACCEPT THE FIELD INSTALLATION OF SHUNT I Project Name r. ALL WORK SHOWN IN THE DRAWINGS AND SPECIFICATIONS SHALL BE INCLUDED UNDER THE H. DAMAGE TO PROPERTY OUTSIDE AND A NYLON INSULATED THROAT FITTING ON THE INSIDE. FITTINGS SHALL BE TRIP DEVICES OF 60 AMPERES ❑R LESS ON THE BRANCH DEVICES. BASE BID, EXCEPT WHERE THERE IS SPECIFIC REFERENCE TO EXCLUSIONS AND INCORPORATED a. RESTORE TO ITS ORIGINAL CONDITION, WITHOUT EXTRA PAYMENT, ANY OF THE OWNER'S THOMAS & BETTS CO,, SERIES 5331 OR AS ACCEPTABLE. f. CIRCUIT BREAKERS FOR POWER AND DISTRIBUTION PANELBOARDS SHALL HAVE A MINIMUM IN OTHER QUOTATIONS. PR❑PERTY THAT BEC❑MIS DAMAGED DUE T❑ THE NEGLIGENCE ❑F EMPLOYEES OR AGENTS ❑F R. WHERE PASSING THROUGH FIRE RATED FLOORS OR WALLS USE U,L, LISTED FIRE RATED INTERRUPTING RATING OF 44,000 AMPS RMS AT 240 VOLTS AC. s. THIS SECTION OF THE SPECIFICATIONS COVERS THE ELECTRICAL SYSTEMS OF THE PROJECT. THE CONTRACTORS, SUCH REPAIRS SHALL BE ACCEPTABLE T❑ THE OWNER, INCLUDE ALL FITTINGS WHICH WILL PREVENT THE SPREAD OF FIRE OR PRODUCTS OF COMBUSTION, NELSON g. CIRCUIT BREAKERS FOR LIGHTING AND RECEPTACLE PANELBOARDS SHALL HAVE A MINIMUM 5 6 7 0 W Mill Road IT INCLUDES WORK PERFORMED BY THE ELECTRICAL TRADES AS WELL AS TRADES N❑T COSTS IN THE BID PRICE FOR PERFORMING SHUTDOWNS ON PREMIUM TIME. MODULES, ETC. 'FLAMESEAL' OR AS ACCEPTABLE ❑R UL APPROVED FIRE STOP SYSTEM, INTERRUPTING RATING OF 15,000 AMPS RMS AT 240 VOLTS AC, NORMALLY CONSIDERED AS ELECTRICAL TRADES. S. HIGH AND LOW TENSION FLOOR FITTINGS SHALL MATCH EXISTING FITTINGS. USE NEMA 5-20 h. FOR LIGHTING CIRCUITS PROVIDE DEVICES LABELED 'SWD' FOR SWITCHING PURPOSES. t. PR❑VIDE ALL INCIDENTALS, EQUIPMENT, APPLIANCES, SERVICES, HOISTING, SCAFFOLDING, I. SHUTDOWNS CONFIGURATION WIRING DEVICE IN HIGH TENSION OUTLET, i. BOLTED TYPE TERMINALS U.L. LISTED FOR EITHER ALUMINUM OR COPPER 75 DEGREES C SUPPORTS, TOOLS, SUPERVISION, LABOR CONSUMABLE ITEMS, FEES, LICENSES, ETC., a. WHEN THE INSTALLATION OF NEW WORK REQUIRES THE SHUTDOWN OF EXISTING OPERATING T. LARGE FLOOR BOXES SHALL BE WALKER CATALOG #iWF4-DEINBBN-KC AND SMALL FLOOR BOXES CABLES, Project Address NECESSARY T❑ PROVIDE COMPLETE SYSTEMS, PERFORM START-UP AND CHECKOUT ON EACH SYSTEMS, THE CONNECTION OF THE NEW WORK SHALL BE PERF❑RMED ONLY AFTER GIVING AT SHALL BE WALKER CATALOG #WAF2-FDIN-KC. RECEPTACLE DEVICES SHALL BE PRE-WIRED IN j. PROVIDE MAIN BREAKERS IN PANELS SERVED FROM TRANSFORMERS UNLESS SEPARATE ITEM AND SYSTEM T❑ PR:❑VIDE FULLY OPERABLE SYSTEMS, LEAST 72 HOURS NOTICE TO, AND OBTAINING THE WRITTEN AUTHORIZATION OF, THE OWNER, THE FACTORY AND SHALL MATCH THE BUILDING STANDARD FLOOR BOX WIRING DEVICES, TRANSFORMER SECONDARY PROTECTION IS PROVIDED. 5 6 7 0 W Mill Rd, u. EXAMINE AND COMPARE THE ELECTRICAL DRAWINGS AND SPECIFICATIONS WITH THE DRAWINGS U. UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40. k. LOCATE NEXT TO EACH BREAKER OR SPACE UNIT AN INDIVIDUAL NUMBER, AND SPECIFICATIONS OF OTHER TRADES, AND REPORT ANY DISCREPANCIES BETWEEN THEM TO J. SHOP DRAWINGS I. CIRCUIT BREAKERS SERVING COMPUTER EQUIPMENT AND THOSE SERVING KITCHEN EQUIPMENT THE ARCHITECT/DESIGN PR❑FISSIONAL AND OBTAIN FROM HIM WRITTEN INSTRUCTIONS FOR a. SUBMIT REQUIRED OR REQUESTED SHOP DRAWINGS OF ALL EQUIPMENT AND OBTAIN WRITTEN 5. CONDUCTORS BENEATH COOKING HODS SHALL INCLUDE A SHUNT TRIP COIL. CHANGES NECESSARY IN THE WORK, AT TIME OF BID, THE MOST STRINGENT REQUIREMENTS REVIEW COMMENTS BEFORE ORDERING OR INSTALLING ANY MATERIAL OR EQUIPMENT, ALL A. ALL WIRES AND CABLE SHALL BE COPPER TYPE THHN-TH WN F❑R FEEDERS AND THHN ❑R THW N m. SHUNT TRIP BREAKERS SHALL BE SUPPLIED WITH 120 VOLT COILS, PROVIDE 120 VOLT M a ttit u c k, NY I 1 952 MUST BE INCLUDED IN SAID BID. SUBMITTAL TO BE IN DIGITAL FORM (PDF FILE FORMAT). FOR BRANCH CIRCUITS IN C❑NDUIT. NO WIRE SMALLER THAN #12 AWG SHALL BE USED FOR CIRCUIT FROM NEAREST 120 VOLT PANEL TO COIL. WHERE SHUNT TRIP BREAKERS ARE IN v. INSTALL AND COORDINATE THE ELECTRICAL WORK IN C❑OPERATION WITH OTHER TRADES LIGHT OR POWER SERVICES, ALL BRANCH CIRCUITS MORE THAN 50 FEET LONG SHALL BE #10 EMERGENCY PANELS PR❑VIDE EMERGENCY 120 V❑LT S❑URGE F❑R SAME FROM NEAREST 120 Project Type INSTALLING INTERRELATED W❑RK, BEFORE INSTALLATION, MAKE PROPER PROVISIONS TO K. AS-BUILT DRAWINGS F❑R THE ENTIRE LENGTH UP TO THE FIRST OUTLET. ALL CONDUCTORS SHALL BE COPPER VOLT EMERGENCY PANEL, AVOID INTERFERENCES IN A MANNER APPR❑VED BY THE ARCHITECT/DESIGN PROFESSI❑NAL. a. FURNISH 'AS-BUILT' DRAWINGS CONSISTING OF A COMPLETE SET OF AUTOCAD AND PDF UNLESS SHOWN OTHERWISE. ALL CONTROL CONDUCTORS SHALL BE #14 AWG, CONNECTIONS FOR n. PROVIDE LOCKING DEVICE FOR DESIGNATED BREAKERS, ALL CHANGES REQUIRED IN THE WORK ❑F THE CONTRACTOR, CAUSED BY HIS NEGLECT T❑ D❑ FORMAT DRAWINGS AND ❑NE SET ❑F HARD C❑PY FULL SIZE PRINTS, INDICATING IN A NEAT WIRE #8 AND SMALLER SHALL BE MADE WITH T&B "PIGGY PIGTAILS' OR AS ACCEPTABLE. o. FOR HVAC EQUIPMENT PR❑VIDE UL LISTED 'HACR' TYPE DEVICES. SO, SHALL BE MADE BY HIM AT HIS OWN EXPENSE, AND ACCURATE MANNER, A COMPLETE RECORD ❑F ALL CHANGES T❑ THE ORIGINAL DESIGN ❑F TERMINATE STRANDED CONDUCTORS #10 AND SMALLER IN SPADE LUGS. P. GROUND FAULT INTERRUPTERS Renovation w, ALL SPECIAL AND SUPPLEMENTARY CONDITIONS AND OTHER DOCUMENTS SUCH AS DELINEATED THE WORK. B. CONNECT OUTLETS AND LIGHTING TO PANEL AND CIRCUIT NUMBER AS SHOWN. MAXIMUM NUMBER a. GROUND FAULT INTERRUPTER BRANCH CIRCUIT BREAKERS SHALL BE AS INDICATED ON THE UNDER THE 'OWNER-C❑N1"RACTOR AGREEMENT" ARE HEREBY MADE A PART OF THESE OF HOME RUNS IN A COMMON CONDUIT SHALL BE 3. A COMMON NEUTRAL MAY BE USED F❑R UP DRAWINGS. CIRCUIT BREAKERS SHALL BE CIRCUIT INTERRUPTING WHICH WILL OPERATE SPECIFICATIONS. L. INSURANCE TO 3 PHASED CIRCUITS EXCEPT AS OTHERWISE INDICATED. A SEPARATE NEUTRAL SHALL BE RUN MANUALLY FOR NORMAL SWITCHING FUNCTIONS AND AUTOMATICALLY UNDER OVERLOAD, SHORT B. EXAMINATION OF EXISTING CONDITIONS a, FURNISH ADEQUATE LIABILITY INSURANCE AND BONDING AS REQUIRED BY THE OWNER. FOR EACH CIRCUIT SERVING DATA PROCESSING EQUIPMENT. CIRCUIT, AND 0.005 AMP LINE-TO-GROUND FAULT CONDITIONS. THE OPERATING MECHANISM Revl51on5 C. ALL WIRES AND CABLES IN PULL, SPLICE AND CABLE SUPPORT BOXES, IN PANELS AND POINTS SHALL BE ENTIRELY TRIP-FREE S❑ THAT CONTACT CANNOT BE HELD CL❑SED AGAINST AN a. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE SITE AND/OR PRESENT BUILDINGS M. TEMPORARY LIGHT AND POWER OF TERMINATION SHALL BE BUNDLED AND LACED BY CIRCUITS AND TAGGED USING NYLON ABNORMAL ❑VERCURRENT, SHORT CIRCUIT, OR GROUND FAULT C❑NDITI❑N. THE DEVICE SHALL 04-25-23 155UED FOR 5UBM15510N AFFECTED BY THIS W❑RhC S❑ AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND a. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY LIGHT AND POWER FOR THE NEW TIEWRAP MATERIAL AND USING FLAME RESISTING TAGS OF ADHESIVE MATERIAL. TAGS SHALL BE BOLT-❑N TYPE WITH CASE CONSTRUCTION AND SHALL BE INTERCHANGEABLE WITH DIFFICULTIES THAT WILL_ ATTEND THE EXECUTION OF THE WORK, BEFORE SUBMITTING CONSTRUCTION AREAS, IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE AND ACCEPTED IDENTIFY CABLES AND PIECES OF EQUIPMENT SERVED, TAGS SHALL BE T&B 'TY-RAP' OR STANDARD iP BREAKERS UTILIZED IN THE PANELBOARD, 04-28-23 155UED FOR I007o CD PROPOSALS, C❑NTRACT❑R SHALL CAREFULLY EXAMINE THE PRESENT LIGHTING AND STANDARDS ESTABLISHED BY O.S,H.A. ENERGY COSTS WILL BE BORNE BY THE OWNER, 'E-Z-CODE' OR AS ACCEPTABLE. Q. INSTALLATION RECEPTACLE INSTALLATION METHODS WHICH ARE TO BE EXTENDED FOR THE NEW W❑RK. D. ALL WIRING AND CABLE SHALL BE COLOR CODED AS FOLLOWSi a. MOUNT ALL PANELS AT A MAXIMUM HEIGHT OF 6 FEET 6 INCHES TO TOP UNLESS OTHERWISE b. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS N. TESTING PHASE COLOR NOTED, BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED BECAUSE OF a. ALL PARTS OF THE WORK AND ASSOCIATED EQUIPMENT SHALL BEA TESTED AND ADJUSTED TO 208/120V 480/277V b. WHERE FLUSHED MOUNTED, THE FIRE INTEGRITY OF THE WALL IN WHICH IT IS INSTALLED DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN HAD SUCH EXAMINATION WORK PROPERLY AND BE LEFT IN PERFECT OPERATING C❑NDITI❑N; THIS SHALL INCLUDE A OR 1 BLACK BROWN MUST BE MAINTAINED, BEEN MADE, WILL NOT BE RECOGNIZED. MEGGER TESTS BETWEEN PHASES AND BETWEEN EACH PHASE AND GR❑UND ❑F ALL FEEDERS B OR 2 RED ORANGE c. NEATLY ARRANGE BRANCH CIRCUIT WIRES AND TIE TOGETHER IN EACH GUTTER WITH THOMAS AND SUB-FEEDERS CENTERS, CORRECT DEFECTS DISCLOSED BY THESE TESTS WITHOUT ANY C OR 3 BLUE YELLOW & BETTS NYLON 'TY-RAPS', OR APPROVED EQUAL AT MINIMUM 4 INCH INTERVALS. C. TIME AND MANNER OF EXECUTION OF WORK ADDITIONAL COST TO THE OWNER, REPEAT TESTS ON REPAIRED OR REPLACED WORK. ALL NEUTRAL WHITE OR GRAY GRAY OR WHITE ol. PLUG ALL KNOCKOUTS REMOVED AND NOT UTILIZED. a. ALL WORK SHALL BE DONE AS EXPEDITIOUSLY AS POSSIBLE AND IN SUCH A MANNER AS NOT CODE CARDS, MODULES, ETC, EQUIPMENT GR❑UND GREEN GREEN e. PR❑VIDE NAMEPLATE AND FILL OUT PANEL DIRECTORY. FOR REMODEL WORK OR CHANGES,T❑ CAUSE INTERFERENCE OR INTERRUPTION T❑ THE BUSINESS OF THE OWNER, SUBMIT E. ALL POWER CABLES SHALL BE TERMINATED, SPLICED AND TAPPED WITH COLOR-KEYED, TRACE CIRCUITS TO DETERMINE L❑ADS AND PROVIDE NEW UPDATED DIRECTORY.SCHEDULE FOR REVIEW AND APPROVAL, THE C❑NTRACT❑R SHALL NOT OBSTRUCT ENTRANCES 0. SEISMIC REQUIREMENTS CIRCUMFERENTIAL COMPRESSION CONNECTORS AS MANUFACTURED BY THE TH❑MAS & BETTS CO., f. PR❑VIDE GROUNDING AND BONDING JUMPERS PER SECTION 16140 AND AS INDICATED ON THE OR PASSAGES ❑N THE OWNER'S PREMISES. a. ALL EQUIPMENT SHALL BE BOLTED TO STRUCTURE TO ALLOW FOR MINIMUM 0,5G OF SERIES 54000 OR AS ACCEPTABLE, EXCEPT IN MOTOR CONTROLLERS, SWITCHES AND DRAWINGS. b. TRANSPORTATION OF MATERIAL INTO AND THROUGH THE BUILDING WILL BE SUBJECT TO ACCELERATION, LIFE SAFETY EQUIPMENT AND PIPING SHALL BE BOLTED TO STRUCTURE TO PANELBOARDS WHERE LUGS CANNOT BE CHANGED. USE MANUFACTURER'S RECOMMENDED TOOLING R, BALANCING REVIEW AND APPROVAL OF THE OWNER AND MAY BE LIMITED TO RESTRICTED TIMES. ALLOW F❑R 1,OG ❑F ACCELERATION, BOLT POINTS AND DIAMETER OF INSERTS SHALL BE TO APPLY. a. ALL BRANCH CIRCUITS SHALL BE BALANCED AT THEIR RESPECTIVE PANEL TO WITHIN 10 c. THE OWNER WILL MAKE AVAILABLE TO THE CONTRACTOR AN ELEVATOR FOR HANDLING SUBMITTED AND VERIFIED AS PART OF THE CONTRACTOR'S SUBMISSION FOR EACH PIECE OF F. LUGS SHALL BE THE TWO-HOLE TYPE, INSULATE ALL SPLICES AND TAPS WITH HEAT PERCENT FULL LOAD APPLIED. MATERIALS, RUBBISH, ETC. AT SUCH TIMES WHEN IT IS CONVENIENT TO THE OCCUPANTS OF EQUIPMENT AND CERTIFIED BY A LICENSED CIVIL OR STRUCTURAL ENGINEER. SHRINKABLE INSULATION, RAYCHEM OR THOMAS & BETTS OR AS ACCEPTABLE. FURNISH AND THE BUILDING. THE CONTRACTOR SHALL PROTECT THE INTERIOR OF THE CAB AGAINST DAMAGE b. ALL STRUCTURALLY SUSPENDED OVERHEAD EQUIPMENT SHALL BE FOUR-POINT INDEPENDENTLY INSTALL LUGS WHERE NOT FURNISHED WITH EQUIPMENT. 7. LIGHTING AND POWER MATERIALS AND PROVIDE LABOR T❑ HANDLE MATERIALS IN AND ❑UT ❑F THE ELEVATOR AND ❑UT ❑F THE BRACED WITH TYPE II SEISMIC RESTRAINING SYSTEM. G. WHERE CABLES PASS THROUGH FIRE RATED, FIRE RESISTANT AND/OR FIRE STOPPED FLOORS, A. FURNISH AND INSTALL ALL BOXES, FITTINGS, DEVICES, RACEWAYS, CONDUCTORS, CONNECTIONS, BUILDING, NOTE, IF EQUIPMENT IS RIGIDLY FASTENED TO CONDUIT, DIAMETER AND DISTANCE WALLS, AND ABOVE CEILING SMOKE BARRIERS USE CABLE SLEEVES THAT PREVENT THE SPREAD M❑UNTING ACCESSORIES, ADAPTERS AND ALL OTHER MATERIALS, EQUIPMENT AND LABOR REQUIREMENT FROM SUPPORT APPLIES, OF FIRE OR PRODUCTS OF COMBUSTION. SLEEVES SHALL BE NELSON ELECTRIC 'MULTI-CABLE NECESSARY FOR A COMPLETE ELECTRICAL INSTALLATION. D. GUARANTEE c. INSTALL SEISMIC RESTRAINING SYSTEM TYPE II: TAUT FOR OVERHEAD SUSPENDED UNIS❑LATED TRANSIT', NELSON 'FLAMESEAL' OR AS ACCEPTABLE, B. INSTALL ELECTRIC OUTLETS VERTICALLY UNLESS NOTED TO THE CONTRARY AT HEIGHTS AS a. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE EQUIPMENT, AND SLACK WITH CABLE DEFLECTION FOR IS❑LATED SYSTEMS, NOTED. THOSE LOCATED ON INTERIOR COLUMNS SHALL BE CENTERED LATERALLY. ❑F FINAL ACCEPTANCE ❑F THE INSTALLATION AND ANY PORTIONS OF THE WORK WHICH d. SEISMICALLY RESTRAIN ALL C❑NDUITS WITH CENTER BRACING OR TYPE II RESTRAINING 6. PANELBOARDS C. PR❑VIDE FLOOR JUNCTION BOXES WITH FLOORING OR CARPET HOLDERS TO SATISFY FINISHED DEVELOP DEFECTS DURING THAT TIME SHALL BE REPLACED OR REPAIRED IN A MANNER SYSTEM IN ACCORDANCE WITH SMACNA GUIDELINES T❑ COMPLY WITH THE LATEST ADDITION A. PR❑VIDE COMPLETE PANELBOARDS, FLOOR CONDITIONS. SATISFACTORY TO THE OWNER. OF THE BOCA CODE, B. PR❑VIDE TWO (2) KEYS FOR EACH CABINET LOCK. D. FINISH OF FLOOR SERVICE FITTINGS, CARPET HOLDERS AND EXPOSED ELECTRICAL HARDWARE b, ALL MANUFACTURER'S WARRANTIES FOR EQUIPMENT EXTENDING BEYOND THE GUARANTEE e. SEISMIC RESTRAINTS ARE NOT REQUIRED FOR THE FOLLOWING: C. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE CIRCUIT BREAKERS COMPATIBLE WITH SHALL MATCH THE BUILDING STANDARD PRESENTLY IN USE, PERIOD SHALL BE TURNED OVER TO THE OWNER, e.a. CONDUIT IN MECHANICAL EQUIPMENT ROOM THAT IS LESS THAN 1-1/4' INTERNAL DIAMETER. EXISTING PANELB❑ARDS, E. MOUNTING HEIGHT OF CONVENIENCE RECEPTACLES SHALL BE 18' A.F.F., UNLESS OTHERWISE c. REPLACE OR REPAIR TO THE SATISFACTION OF THE OWNER ANY AND ALL DAMAGE DONE TO e,b, ALL OTHER ELECTRICAL CONDUIT LESS THAN 2-1/2' INTERNAL DIAMETER. D. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING NOTED. THE BUILDING OR ITS CONTENTS OR TO THE WORK ❑F OTHER TRADES IN CONSEQUENCE OF e.c. ALL C❑NDUIT SUSPENDED BY INDIVIDUAL HANGERS 12' IN LENGTH ❑R LESS FROM THE T❑P MANUFACTURERS, SQUARE D, SIEMENS, GENERAL ELECTRIC, EAT❑N, CUTLER HAMMER, F. WHERE COUNTER AREAS CONFLICT WITH RECEPTACLES, MOUNT RECEPTACLES ABOVE BACK WORK PERFORMED IN FULFILLING GUARANTEE. OF THE PIPE TO THE B❑TT❑M OF THE STRUCTURAL SUPPORT F❑R THE HANGER. E. PR❑VIDE PANELBOARDS CONSISTING OF AN ASSEMBLY OF BRANCH CIRCUITS SWITCHING AND SPLASH. d, THIS ARTICLE IS GENERAL IN NATURE AND WILL NOT WAIVE STIPULATIONS OF OTHER CLAIMS f. SEISMICALLY SUPPORT ALL NON-ISOLATED FLOOR AND WALL MOUNTED EQUIPMENT, INCLUDING PROTECTIVE DEVICES (CIRCUIT BREAKERS, SWITCH AND FUSE UNITS, OR COMBINATION THEREOF) G. USE CAST BOXES FOR EXPOSED WORK, AND WHERE INSTALLED FLUSH IN FL❑ORS, ALL OTHER THAT SPECIFY GUARANTEE PERIODS IN EXCESS ❑F ONE C1) YEAR. IN THE EVENT DEFAULT ON TRANSFORMERS, SWITCHGEAR, EMERGENCY GENERATORS, ETC, MOUNTED INSIDE A DEAD FRONT ENCLOSURE. PROVIDE THE NUMBER AND SIZE OF THESE BRANCH OUTLET BOXES SHALL BE SHEET STEEL AND GALVANIZED, FLOOR BOXES SHALL BE ADJUSTABLE THR5E DRAWINGS ARE AN IN5TRUMENT OF 5E VICE THIS GUARANTEE, THE OWNER MAY HAVE SUCH WORK DONE AS REQUIRED & CHARGE THE COST g, ALL CEILING-MOUNTED LIGHTING FIXTURES ARE TO BE INDEPENDENTLY HUNG AND CABLE CIRCUIT DEVICES AS INDICATED BY THE CIRCUITING, ON THE DRAWINGS, AND IN THE TYPE. R , AND TO THE CONTRACTOR. BRACED UTILIZING S.R. TYPE III CABLES, FIXTURE, PART OF LIGHTING GRIDS SHALL MEET SCHEDULES. L❑CATIONS OF CIRCUIT BREAKERS SHALL BE AS INDICATED IN THE SCHEDULES, H. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE, DECORATOR TYPE SHALL BE PR❑VIDED A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. e. THE DATE ❑F ACCEPTANC:E SHALL BE THE DATE OF FINAL PAYMENT BY THE OWNER ❑R L❑CAL C❑DES F❑R SUSPENSION AND BE FOUR-POINT INDEPENDENTLY CABLE BRACED TO DECK F. POWER AND DISTRIBUTION PANELBOARDS - CIRCUIT BREAKER TYPE - I-LINE IN FINISHED AREAS, DECORATOR TYPE SHALL BE PROVIDED WITH MATCHING PLATES, HEAVY NOTICE ❑F ACCEPTANCE BY THE OWNER WHICHEVER IS EARLIER UNLESS A.T,C, CEILING MEETS SEISMIC ZONE II REQUIREMENTS. IF THIS IS MET, EARTHQUAKE a. SHALL BE OF THE VOLTAGE AND AMPERAGE SHOWN, 3 PHASE, 4 WIRE, 44,000 AMPS AIC DUTY DEVICES SHALL CONFORM T❑ NEMA STANDARD WD-1. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A CLIPS SHALL SECURE FIXTURE TO T-BAR E. LAWS, ORDINANCES, PERMITS AND FEES CONSTRUCTION. MINIMUM UNLESS SHOWN OTHERWISE, DEAD FRONT, CIRCUIT BREAKER TYPE, WITH MAIN I. ALL LOCAL SWITCHES EXCEPT AS OTHERWISE INDICATED SHALL BE TOGGLE TYPE 20 AMPERE, VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. CIRCUIT BREAKER OR MAIN LUGS ONLY AS SHOWN, COPPER BUS, FULLY RATED NEUTRAL AND 120-277V CAPACITY WITH FULLY ENCLOSED COMPOSITION CASES, SWITCHES SHALL BE LEVIT❑N a. SHOULD ANY CHANGE IN DRAWINGS OR SPECIFICATIONS BE REQUIRED TO COMPLY WITH 2, ALTERATIONS GROUND BARS, NEMA TYPE 1 ENCLOSURE AND SURFACE TRIM. BLANK CIRCUIT BREAKER SPACES 5621-2 F❑R DECORATOR TYPE AND HUBBELL HBL 1221 FOR C❑MMERCIAL TYPE, ❑R AS STATE EDUCATION LAW. G❑VERNMENTAL REGULATI:❑NS, THE CONTRACTOR SHALL NOTIFY ARCHITECT/DESIGN A. PERFORM ALL WORK WHEN AND AS DIRECTED. SUBMIT SCHEDULE TO OWNER FOR ACCEPTANCE. SHALL BE FULLY BUSED AND READY T❑ ACCEPT FUTURE CIRCUIT BREAKERS. DESIGNATED BY ARCHITECT. PROFESSIONAL PRIOR TO EXECUTION OF THE WORK. THE WORK SHALL BE CARRIED OUT B. REMOVE ALL EQUIPMENT SHOWN TO BE REMOVED; HOWEVER, ALL CHANGES CANNOT BE DETAILED G. LIGHTING AND RECEPTACLE PANELS - NO, NF J. ALL RECEPTACLES SHALL BE 20 AMP, 2-POLE, 3-WIRE, NEMA 5-20R, UNLESS SHOWN OTHERWISE Drawing Title ACCORDING T❑ THE REQUIREMENTS ❑F SUCH C❑DE IN ACCORDANCE WITH THE INSTRUCTION OF COMPLETELY ❑N THE DRAWINGS, S❑ME REMOVALS AND REL❑CATIONS OF EXISTING ELECTRIC a. LIGHTING AND RECEPTACLE PANELS SHALL BE OF THE VOLTAGE, AMPERAGE AND NUMBER OF ON DRAWINGS. DECORATOR TYPE SHALL BE HUBBELL STYLE LINE HBL 2162; C❑MMERCIAL TYPE THE ARCHITECT/DESIGN PROFESSI❑NAL AND AT NO ADDITI❑NAL COST TO THE OWNER, WORK WILL BE NECESSARY FOR SATISFACTORY PERFORMANCE OF THIS AND OTHER TRADES. TAKE POSITIONS SHOWN, 3 PHASE, 4 WIRE, 10,000 kAIC MINIMUM UNLESS SHOWN OTHERWISE, SHALL BE HUBBELL HBL 5462 OR AS APPROVED ACCEPTABLE. b. THE PROVISIONS OF STANDARDS, CODES, LAWS, ORDINANCES, ETC., SHALL BE C❑NSIDERED INTO CONSIDERATION IN PROPOSAL ALL REQUIRED CHANGES. CIRCUIT BREAKER TYPE, WITH MAIN CIRCUIT BREAKER OR MAIN LUGS ONLY AS SHOWN, K. RECEPTACLES IN UNDERFLOOR BOXES SHALL BE INSTALLED AND PRE-WIRED AT THE FACTORY IN ELECTRICAL MINIMUM REQUIREMENTS. IN CASE OF CONFLICT BETWEEN THEIR PUBLISHED REQUIREMENTS, C. MAINTAIN CONTINUOUS SERVICE ON FEEDERS, CIRCUITS OR PARTIAL CIRCUITS, AND OUTLETS COPPER BUS, FULLY RATED NEUTRAL AND GR❑UND BARS, NEMA TYPE 1 ENCLOSURE AND ACC❑RDANCE WITH THE EXISTING BUILDING STANDARDS, THE ARCHITECT/DESIGN PROFESSI❑NAL SHALL DETERMINE WHICH IS TO BE FOLLOWED AND AFFECTED BY THIS WORK, EXCEPT WHERE OWNER GIVES WRITTEN PERMISSION FOR OUTAGE FOR SURFACE OR FLUSH TRIM AS SHOWN, IN MAIN CIRCUIT BREAKER PANELS, THE MAIN CIRCUIT L. NEW WIRING DEVICE PLATES SHALL C❑ORDINATE WITH ARCHITECT AND OWNER TO MATCH HIS DECISION SHALL BE BINDING. SPECIFIC REQUIREMENTS OF THIS SPECIFICATION OR THE SPECIFIED TIME. ALL WORK REQUIRING SHUT DOWN OF EXISTING SYSTEMS SHALL BE PERFORMED BREAKER SHALL BE SEPARATE FROM AND NOT MOUNTED IN FEEDER BREAKER POSITIONS. EXISTING BUILDING STANDARDS, USE ONLY ALUMINUM TAP, SUPPORT AND PULL BOXES WITH DRAWINGS, WHICH EXCEED THE PUBLISHED REQUIREMENTS, SHALL TAKE PRECEDENCE OVER ON OVERTIME AT HOURS AS APPROVED BY THE OWNER AND AT N❑ ADDITIONAL COST TO THE H, INTERIORS ALUMINUM CONDUIT. ALL STEEL BOXES SHALL BE PRIMED AND FINISHED IN GRAY ENAMEL, 5PECIf I THEM. OWNER. SUBMIT SCHEDULE OF REQUIRED OUTAGES TO THE OWNER FOR APPROVAL. PERFORM a. RIGID REMOVABLE ASSEMBLY OF COPPER BUS BARS AND INTERCHANGEABLE BOLTED BRANCH c. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS OF THE ISSUE IN EFFECT ON WORK IN A MANNER TO MINIMIZE SHUTDOWN TIME. CIRCUIT DEVICES, 8. DISCONNECTS DATE OF THE INVITATI❑N FOR BIDS SHALL F❑RM A PART OF THIS SPECIFICATION, UNLESS D. PROVIDE RECONNECTIONS AND TEMPORARY INSTALLATIONS AS REQUIRED; REMOVE AT JOB b. BUS BARS SIZED IN ACCORDANCE WITH UL STANDARDS TO LIMIT TEMPERATURE RISE ON ANY A. DISCONNECTS SHALL CONFORM TO NEMA AND U,L, STANDARDS, AND BE INSTALLED WHERE SHOWN SCTM# 1000-106-6-3 APP No: THEY CONFLICT WITH LOCAL CODES. COMPLETION. CURRENT CARRYING PART T❑ A MAXIMUM OF 65 DEGREES C ABOVE AN AMBIENT OF 40 ❑N DRAWINGS OR REQUIRED BY CODE. DISCONNECTS SHALL BE HORSEPOWER RATED UNITS TO d. ALL MATERIALS FURNISHED AND ALL WORK INSTALLED SHALL COMPLY WITH THE RULES AND E. TAKE POSSESSION AND REMOVE FROM THE PREMISES ALL ABANDONED MATERIALS AND EQUIPMENT DEGREES C MAXIMUM. MAXIMUM SIZES LISTED BY U.L, SWITCHES USED FOR SERVICE ENTRANCE SHALL BE APPROVED 5CDH5 No.: JM2 #: 2022-OG42 RECOMMENDATIONS ❑F THE NATIONAL FIRE PROTECTION ASSOCIATION, WITH ALL UNLESS SPECIFIED AS RETURNABLE T❑ THE OWNER; IN WHICH CASE, REMOVE WITHOUT DAMAGE c, BUS BARS DRILLED TO PERMIT BRANCH CIRCUIT DEVICES OF ALL SIZES AND NUMBER OF F❑R SERVICE AND PR❑VIDED WITH NEUTRAL CONNECTION. REQUIREMENTS OF LOCAL UTILITY C❑MPANIES, WITH THE RECOMMENDATIONS OF THE FIRE ALL SUCH EQUIPMENT AND TURN OVER AND DELIVER T❑ OWNER AT L❑CATION DESIGNATED BY POLES T❑ BE INTERCHANGEABLE AND INSTALLED IN ANY SPARE SPACE ❑F SUFFICIENT SIZE, B. PR❑VIDE QUICK-MAKE, QUICK-BREAK MECHANISM, SINGLE THROW WITH EXTERNAL OPERATING INSURANCE RATING ORGANIZATION HAVING JURISDICTION, AND WITH THE REQUIREMENTS OF THE OWNER. ALL REQUIREMENTS OF GOVERNING AUTHORITIES SHALL BE COMPLIED WITH IN THE WITH❑UT DISTURBING ADJACENT UNITS; WITHOUT REMOVING MAIN BUS ❑R BRANCH CIRCUIT HANDLE MECHANICALLY INTERL❑CKED WITH ENCL❑SURE COVER TO PROVIDE NORMAL ACCESS T❑ I Plannln #: _ DATE: 5/3/2022 ALL G❑VERNMENTAL DEPARTMENTS HAVING JURISDICTION, REMOVING AND DISP❑SING OF ALL AND ANY MATERIALS ENCOUNTERED, INCLUDING BALLASTS, CONNECTORS AND WITHOUT MACHINING, DRILLING, OR TAPPING IN THE FIELD, INSIDE OF ENCLOSURE WHEN DISCONNECT IS IN OFF POSITION ONLY AND WITH MEANS TO e, AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SECURE AND DELIVER TO THE LAMPS, SMOKE DETECTORS, BATTERIES AND ANY OTHER MATERIALS WHICH REQUIRE RECYCLING d. ARRANGE BUS IN SEQUENCE OR DISTRIBUTED PHASING S❑ THAT MULTI-P❑LE CIRCUIT BREAKER BYPASS THE MECHANICALLY INTERL❑CKED DOOR AND HANDLE. 5EALf 51GNATURE: ARCHITECT/DESIGN PROFESSIONAL, 'CERTIFICATE OF APPROVAL' FROM THE VARIOUS LOCAL OR SPECIAL HANDLING AND DISPOSAL, CAN REPLACE ANY GROUP ❑F SINGLE CIRCUIT BREAKERS ❑F THE SAME SIZE. C. PROVIDE MEANS TO LOCK THE OPERATING HANDLE IN THE OPEN AND CLOSED POSITION, DESIGNED BY. Jti VILLAGE, TOWN, COUNTY, CITY, STATE BUREAUS, FIRE MARSHAL, FIRE UNDERWRITERS, LOCAL F. CUT BACK TO FLOOR, WALL, OR CEILING AND PLUG ENDS OF CONCEALED C❑NDUITS MADE e. FULL-SIZE (100%-RATED) INSULATED NEUTRAL BARS SHALL BE INCLUDED FOR PANELBOARDS DESIGNATE ❑N THE ENCL❑SURE THE OPEN AND CLOSED P❑SITI❑N OF THE OPERATING HANDLE. BUILDING DEPARTMENT ANID ALL DEPARTMENTS HAVING JURISDICTION, OBSOLETE BY ALTERATIONS TO PERMIT REFINISHING SURFACES, REMOVE EXPOSED CONDUITS, SHOWN WITH NEUTRAL, NEUTRAL BUSING SHALL HAVE A SUITABLE LUG FOR EACH OUTGOING D, SWITCHES SHALL BE HEAVY DUTY TYPE, CHECKED BY: AR5 f. INCLUDE IN THE WORK, WITHOUT EXTRA COST TO THE OWNER, ANY LABOR, MATERIALS, WIREWAYS, OUTLET BOXES, HANGERS AND DEVICES MADE OBSOLETE BY THIS WORK UNLESS FEEDER REQUIRING A NEUTRAL CONNECTION. 200%-RATED NEUTRALS SHALL BE SUPPLIED FOR E. SWITCHES SHALL BE OF THE DOUBLE STATIONARY CONTACT TYPE WITH ARC-QUENCHING DEVICE SERVICES, APPARATUS, DRAWINGS, (IN ADDITION TO CONTRACT DRAWINGS AND DOCUMENTS) IN DESIGNATED SPECIFICALLY TO REMAIN. PANELS DESIGNATED ON DRAWINGS WITH OVERSIZED NEUTRAL CONDUCTORS AND PANELS ❑N EACH P❑LE F❑R DISCONNECTS RATED ABOVE 250 VOLTS, SCALE: Asindcated ORDER TO COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES AND REGULATIONS, G. EXISTING CONCEALED CONDUITS NOT INTERFERING WITH THE WORK OF THIS OR ANY OTHER SERVED FROM K-RATED TRANSFORMERS, F. SWITCHES SHALL BE FUSIBLE OR UNFUSIBLE AS SHOWN ON THE DRAWINGS AND/OR AS WHETHER OR NOT SHOWN ON DRAWINGS AND/OR SPECIFIED.(7) GIVE ALL NECESSARY NOTICES, TRADE MAY REMAIN; HOWEVER, WIRING SHALL BE REMOVED FROM PANELBOARDS ❑R S❑URGE ❑F f. PROVIDE MINIMUM 25% RATED N❑N-INSULATED GROUND BUS IN EACH PANELBOARD, CONNECT TO REQUIRED, 0p NEpt, OBTAIN ALL PERMITS AND PAY ALL GOVERNMENTAL TAXES, FEES, AND OTHER COSTS IN P❑WER AND ENDS TAPED. NO UNUSED LIVE WIRING SHALL BE LEFT IN PLACE, GROUND LUG, GROUND BUS SHALL HAVE SUFFICIENT CAPACITY FOR ALL BRANCH CIRCUITS, ON G. FUSED SWITCHES SHALL BE COMPLETE WITH CLASS 'RK-5' OR 'L' FUSES AS REQUIRED. �(� ,S 3-p DWG No. CONNECTION WITH THE WORK; FILE ALL NECESSARY PLANS, PREPARE ALL DOCUMENTS, AND H. NOT USED, 208Y/120V PANELBOARDS PROVIDE AN ADDITI❑NAL ISOLATED GROUND BUS WHERE REQUIRED. H. ALL SWITCHES IN INDOOR, DRY LOCATIONS SHALL BE MOUNTED IN NEMA TYPE I ENCLOSURES, �¢�lz:- � � �-f- ❑BTAIN ALL NECESSARY APPROVALS OF ALL GOVERNMENTAL DEPARTMENTS HAVING I. ALL EXISTING PANELS AFFECTED SHALL HAVE THEIR DIRECTORIES CORRECTED FOR NEW WORK, I. ENCLOSURE r 2 JURISDICTION; OBTAIN ALL REQUIRED CERTIFICATES ❑F INSPECTION FOR THE W❑RK AND AND EXISTING REMAINING CIRCUITS VERIFIED. NEW TYPEWRITTEN DIRECTORIES SHALL BE a. CODE GAUGE STEEL BOX GALVANIZED. 9. LIGHTING FIXTURES � 4 4 I- * DELIVER TO THE ARCHITECT BEFORE REQUEST FOR ACCEPTANCE AND FINAL PAYMENT FOR PR❑VIDED. b, PR❑VIDE A WELDED GROUND CONNECTOR TO INSIDE OF ENCLOSURE, A. FURNISH AND INSTALL A LIGHTING FIXTURE WITH LAMPS OF THE TYPE INDICATED AT EACH r jI ! - � I , w THE W❑RK, J. WHERE RELOCATIONS, EXTENSIONS, OR ADDITIONS ARE REQUIRED ON EXISTING ALARM SYSTEM, c. FLUSH MOUNTED IN FINISHED AREAS AND WHERE INDICATED. SURFACE MOUNT ELSEWHERE. L❑CATION SHOWN, FOR EXACT LOCATIONS AND TYPES, REFER TO DRAWINGS WITH SCHEDULE n � .�.� ' g, THE C❑NTRACT❑R SHALL ESTABLISH, ENFORCE AND IMPLEMENT ALL SAFETY, HEALTH AND I.E., STATIONS, GONGS, HORNS, SPEAKERS, STROBE LIGHTS, SMOKE HEADS, SPRINKLER VALVES, d. ALL CABINETS SHA-L INCLUDE AMPLE CONCENTRIC KNOCKOUTS ON TOP, BOTTOM, SIDES, AND B. FIXTURE M❑UNTING ARRANGEMENTS SHALL CONFORM TO ALL APPLICABLE CODES, AND SHALL BE F2 Y G`2 S E = 70 ENVIRONMENTAL PROTECTION MEASURES DURING PERFORMANCE OF THE WORK CONSISTENT ETC., THE EXISTING EQUIPMENT SHALL EITHER BE REFURBISHED ❑R REPLACED AS REQUIRED. BACK. AS ACCEPTABLE T❑ THE ARCHITECT. s1Z �� WITH THE REQUIREMENTS OF THE WILLIAMS-STEIGER ❑CCUPATI❑NAL SAFETY AND HEALTH ACT WHERE ADDITIONAL ZONES, PULL STATIONS, HORNS, STROBE ARE INDICATED OR REQUIRED, THE C. LIGHTING FIXTURES AND LAMPH❑LDERS SHALL BEAR U.L. LABEL; ��'� ti i,UFCS5�arL� i I i i "It is a violation of the State Education Law for any person, rc itect o REM: D. INCANDESCENT LAMPHOI_DERS ALS❑ SHALL BE CSA LISTED, unless he or she is acting under the direction of a licensed I en E. FLUORESCENT BALLASTS FOR 2 , 3 , 4 AND 5 T-8 LAMPS AND 3' AND 4 T-12 RAPID START Professional engineer to alter an item in anyway, on this SHALL BE ELECTRONIC RAPID START BALLASTS BY MOTOROLA SERIES RN T8/T12 ILL OR AS drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item APPROVED. his or her seal and the notation "altered by" followed by his i M 10, GR❑UNDING & BONDING or her signature and the date of such alteration, and a A, CONNECT SYSTEM COMPONENTS MECHANICALLY AND ELECTRICALLY TO PROVIDE AN INDEPENDENT specific description of the alteration." m Q �'` 1 'RETURN PATH TO GROUND ELECTRODE. This plan is approved only for the work indicated on the r� e c t V r e P.C. B. USE EX❑THERMIC WELDING PROCESS FOR INACCESSIBLE CONNECTIONS, C. EXTEND EXISTING SYSTEM GROUND TO INCLUDE ALL THE ELECTRICAL WORK IN THE SCOPE OF application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or THIS ALTERATION. D. GROUND EACH GENERAL PURPOSE TRANSFORMER BY RUNNING A CONDUCTOR FROM THE in accordance with applicable codes. JM2 ARCHITECTURE, PC TRANSFORMER NEUTRAL TO A LUG WELDED OR BRAZED TO THE INTERIOR OF THE ENCLOSURE, 2410 NORTH OCEAN AVENUE E. RUN CABLE FROM THIS LUG TO NEAREST BUILDING MAJOR STRUCTURAL MEMBER; OR, IF NOT READILY AVAILABLE, TO THE NEAREST 1-1/2' ❑R LARGER COLD WATER PIPE AS DESCRIBED SUITE 300 ABOVE, EXCEPT USE ONLY A SINGLE PIPE CLAMP, FARMINGVILLE, NY, 11735 F. IN RAISED FLOOR AREAS, ALSO GROUND TO RAISED FLOOR. WHERE FLEXIBLE METALLIC CONDUIT IS USED, INSTALL AN :INTERNAL BONDING CONDUCT❑R.WHERE AN IS❑LATED GROUND SYSTEM IS T I G31 .320.3305 FI G31 .320.3307 USED, RUN AN ADDITIONAL CONDUCTOR FOR THE ISOLATED AND EQUIPMENT GR❑UNDS, G. GROUND MOTORS BY C❑NNECTING A CONDUCTOR FROM A GR❑UNDING BUSHING IN THE STARTER TO THE MOTOR FRAME, INSTALL CONDUCTOR IN THE C❑NDUIT WITH THE CIRCUIT CONDUCTORS AND Applicant: TERMINATED IN THE MOTOR C❑NNECTION BOX PROVIDING THE TERMINAL IS MECHANICALLY CONNECTED TO THE FRAME. Anthony Martignetti H. RUN ADDITIONAL GROUND CONDUCTOR IN PRIMARY AND SECONDARY CONDUITS TO TRANSFORMERS 8 East 92nd 5t, Apt 3 AND TO ALL EQUIPMENT CONNECTED BY FLEXIBLE CONDUIT TO IMPROVE GROUNDING OF FLEXIBLE C❑NDUIT. New York, NY 10126 (917) 535 - 3777 Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 Farmingville, NY, 11735 (G31) 320 - 3305 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 1 1779 (G31) 35G - 217G Surveyor: Nathan Taft Corwin 158G Main Road, Jamesport, NY 1 1347 (G31) 727 - 2090 Project Name 5670 W Mill Road Project Address 5670 W Mill Rd, Mattituck, NY 1 1952 Project Type Renovation Rev1sions 04-25-23 155UED FOR 5UDMI55ION 04-28-23 155UED FOR 100% CD THESE DRAWINGS ARE AN INSTRUMENT OF 5ERVICE, AND A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED U5E OF THESE DOCUMENT515 IN A VIOLATION OF 5ECTION 7209 5UB-DIV15ION 2 OF THE N.Y. 5TATE EDUCATION LAW. Drawing Title ELECTRICAL 5PECIfICATION5 5CTM# 1000-1 OG-G-3 APP No: 5CDHS No.: JM2 #: 2022-OG42 Planning #: _ DATE: 5/3/2022 SEAL t 51GNATURf: DESIGNED BY: JIi CHECKED BY: ARs 5CALE: As indicated @ OF NEW r DWG No: R. , 7 2 "It is a violation of the State Education Law for any person, rC IteCt 0 ecOr unless he or she is acting under the direction of a licensed KEY TO SYMBOLS ABBREVIATIONS professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such PIPING VALVES INSTRUMENTATION item is altered, the altering engineer shall affix to the item ACS DR ACCESS DOOR FPS FEET PER SECOND his or her seal and the notation "altered by" followed by his UJM �-- - --� EXISTING CW PIPING TO REMAIN I C.O. CLEANOUT - TRIPLE DUTY VALVE © GAS DETECTOR AFF ABOVE FINISHED FLOOR FT FEET or her signature and the date of such alteration, and a specific description of the alterationa �+,�+ ite U r ^ p,C. EXISTING CW PIPING TO BE REMOVED � CODP CLEANOUT DECK PLATE 3-WAY VALVE ACS PNL ACCESS PANEL FLD FUNNEL DRAIN This plan is approved only for the work indicated o the U is C TH TEMPERATURE AND HUMIDITY RECORDER AUTO AUTOMATIC G GAS application specification sheet. all other matters are not to be COWP CLEANOUT WALL PLATE relied upon, or to be considered as either being approved or �— - - —� EXISTING HW PIPING TO REMAIN I LD LIQUID DETECTOR BFP BACKFLOW PREVENTER GA GAUGE in accordance with applicable codes. JM2 ARCHITECTURE, PC AUTOMATIC CONTROL VALVE EXISTING HW PIPING TO BE REMOVED F&T TRAP BLDG BUILDING GC GENERAL CONTRACTOR 2410 NORTH OCEAN AVENUE � T PRESSURE GUAGE BOP BOTTOM OF PIPE GAL GALLON SUITE 300 L LOW PRESSURE DRIP - BALL VALVE BTU BRITISH THERMAL UNIT GPH GALLONS PER HOUR FARMINGVILLE, NY, 11738 �— - - - —� EXISTING HW RETURN PIPING TO REMAIN ❑F FLOW SWITCH BTUH BTU PER HOUR GPM GALLONS PER MINUTE T I G31 .320.3305 1 G3 I .320.3307 EXISTING HW RETURN PIPING TO BE REMOVED UNION BASKET STRAINER F 4 THERMOMETER � CENTERLINE HT HEIGHT STRAINER BUTTERFLY VALVE CHR PL CHROME PLATED HB HOSE BIB Applicant: �— — —� EXISTING SANITARY, WASTE PIPING UNDERGROUND TO REMAIN IEP ELECTRIC PNEUMATIC SWITCH CLG CEILING HW HOT WATER Anthony Martignetti —,HB HOSE BIBB CO CLEAN OUT HWR HOT WATER RETURN 8 East 92nd 5t, Apt 3 EXISTING SANITARY, WASTE PIPING UNDERGROUND TO BE REMOVED CHECK VALVE PE PNEUMATIC ELECTRIC SWITCH CODP CLEAN OUT DECK PLATE HWS HOT WATER SUPPLY New York, NY 10126 �FFHB FROST FREE HOSE BIBB COWP CLEAN OUT WALL PLATE HR HOUR REQD REQUIRED (917) 535 - 3777 �- — — — — --S EXISTING WASTE VENT PIPING TO REMAIN -�- FLOW CONTROL VALVE ESAP ENVIRONMENTAL SENSOR ALARM PANEL COD CONTINUED ON DRAWING HZ FREQUENCY RPM REVOLUTIONS PER MINUTE a FD FLOOR DRAIN )EXISTING WASTE VENT PIPING TO BE REMOVED CW COLD (DOMESTIC) WATER IN INCH OR INCHES RD ROOF DRAIN Architect of Record : -I I- FLEXIBLE CONNECTION GATE VALVE CU FT CUBIC FEET IPS IRON PIPE SIZE RM ROOM JM2 Architecture, PC � CU IN CUBIC INCHES IW INDIRECT WASTE RIND ROUND 2410 North Ocean Ave, Suite 300— - —S NEW CW PIPING E UIPMENT AUTOMATIC AIR VENT GLOBE VALVE D DROP IW SP INDIRECT WASTE STANDPIPE RPZ REDUCED PRESSURE ZONE DEVICE Farmingville, NY, 1 1738 -�- - - --� NEW HW PIPING ® PUMP DEMO DEMOLITION INV INVERT ELEVATION SAN SANITARY (G31) 320 - 3305 � NEW HW RETURN PIPING CAPPED PIPE MOTOR OPERATED VALVE DF DRINKING FOUNTAIN KW KILOWATT SK SINK---—� -�- �Y 5 , p— FUNNEL DRAIN D PUMP DIA, 0 DIAMETER LAV LAVATORY SS SERVICE, SLOP SINK MEP Encj I neer:------� NEW SANITARY, WASTE PIPING FLD DIN LAVH LAVATORY HANDICAPPED SF, SQUARE FEET Emtec Consulting Engineers DPC OUTSIDE SCREW YOKE D � 3555 Veterans Memorial Hi hwa Suite M 9 Y� NEW SANITARY, WASTE PIPING UNDERGROUND Zr, �� TRAP DWG DRAWING L LENGTH SOV SHUT-OFF VALVE—O—PLUG VALVE METER DP DISTRIBUTION POOL LBS POUNDS ST PR STATIC PRESSURE Ronkonkoma, NY 11779 ------; NEW WASTE VENT PIPING DOUBLE CHECK VALVE EA EACH LF LINEAR FEET SPEC SPECIFICATION (G31) 35G - 217G �—GASH NEW GAS PIPING (LOW PRESSURE) - - PRESSURE REDUCING VALVE EC ELECTRICAL CONTRACTOR LP LEACHING POOL SST STAINLESS STEEL Surveyor: RP REDUCED PRESSURE ZONE VALVE ANNOTATION EJ SEWAGE EJECTOR DISCHARGE M METER SD STORM DRAIN Nathan Taft Corwin 5---SID—� NEW STORM DRAINAGE PIPING - SHUTOFF BALANCING VALVE CONNECT TO EXISTING EL ELEVATION MAX MAXIMUM SEP TNK SEPTIC TANK 158G Main Road, —V NEW VACUUM PIPING ELEC ELECTRIC MBH THOUSAND BTU PER HOUR TBR TO BE REMOVED Jamesport, NY 1 1947 RD ROOF DRAIN LIMIT OF REMOVAL EMER SHR EMERGENCY SHOWER MC MECHANICAL CONTRACTOR TEMP TEMPERATURE (G31) 727 - 2000 �--N--S NEW NITROGEN PIPING SOLENOID VALVE EQ EQUAL MIN MINIMUM TOS TOP OF STEEL �---0 NEW OXYGEN PIPING rLAV� FIXTURE TYPE EWC ELECTRIC WATER COOLER NFPA NATIONAL FIRE PROTECTION ASSOC. TYP TYPICAL Project Name S--HG—S NEW HIGH PRESSURE GAS PIPING PRESSURE RELIEF VALVE Q NO. OF FIXTURE UNITS EXIST EXISTING NC NORMALLY CLOSED UNO UNLESS NOTED OTHERWISE --") EXP EXPANSION TANK NIC NOT IN CONTRACT V VENT 5 670 W Mill Road �--IW —� NEW INDIRECT WASTE PIPING 'F DEGREES FAHRENHEIT NO NORMALLY OPEN VTR VENT THROUGH ROOF EXISTING PIPING TO REMAIN GAS COCK e F & T FLOAT AND THERMOSTATIC # NUMBER W WASTE PLUMBING RISER LABEL FAI FRESH AIR INTAKE NPT NATIONAL PIPE THREAD W/ WITH EXISTING PIPING TO BE REMOVED T SHUT OFF VALVE FC FLEXIBLE CONNECTION NTS NOT TO SCALE W/0 WITHOUT Project Address NEW PIPING FD FLOOR DRAIN OAI OUTSIDE AIR INTAKE WCV WATER CLOSET FLUSH VALVE TYPE 5 6 70 W Mill Rd, DIRECTION OF FLOW FFHB FROST FREE HOSE BIB OD OUTSIDE DIAMETER WCVH WATER CLOSET FLUSH VALVE TYPE HANDICAPPED Mattituck NY i 195 2 FFWH FROST FREE WALL HYDRANT PD PRESSURE DROP WCT WATER CLOSET FLUSH TANK TYPE PIPE TURNING UP FF EL FINISHED FLOOR ELEVATION PDISCH PUMPED DISCHARGE WCTH WATER CLOSET FLUSH TANK TYPE HANDICAPPED S-- D PIPE TURNING DOWN FLA FULL LOAD AMPERES PRESS PRESSURE WC WATER COLUMN Project Type BOTTOM PIPE TAP FLR FLOOR PSI POUNDS PER SQUARE INCH WG WATER GAUGE 'r TOP PIPE TAP FLR SK FLOOR SINK R RISE WH HOT WATER HEATER Renovation ] CAPPED PIPE PLUMBING GENERAL FPM FEET PER MINUTE REL RELOCATED WMS WIRE MESH SCREEN PIPE BREAK DESCRIPTION OF WORK SCOPE Revisions 04-25-23 ISSUED FOR SUBMISSION PLUMBING FIXTURES AND EQUIPMENT FOR RENOVATION OF 04-28-23 ISSUED FOR 100% CD EXISTING SPACE. NOTES: BUILDING LOCATION 1. ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE CODES AND AUTHORITIES HAVING JURISDICTION. .7mt I.a3.tit:4© 2. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS. A 3. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS AND TRADES. 4. THESE DRAWINGS, AS PREPARED, ARE DIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY AS CONSTRUCTION OF THE PROJECT AND THE WORK OF THE TRADES WILL PERMIT. EQUIPMENT LOCATIONS INDICATED ARE APPROXIMATE. COORDINATE EXACT LOCATIONS AND REQUIRED CLEARANCES WITH EQUIPMENT SUPPLIER AND ALL TRADES PRIOR TO INSTALLATION. 5. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL THE EQUIPMENT INDICATED WITHIN THESE DRAWINGS UNLESS OTHERWISE NOTED. VERIFY LOCATION AND DIMENSIONS IN THE FIELDpFpg,SFlrgo n,p PRIOR TO FABRICATION AND / OR INSTALLATION. 9 6. ALL ROOF PENETRATIONS SHALL BE AT THE CONTRACTOR'S EXPENSE. COORDINATE WITH OWNER'S ROOFING CONTRACTOR SO AS NOT TO VOID ANY EXISTING ROOF WARRANTIES. g c •7. ALL PENETRATIONS OF EXISTING PIPING AND EQUIPMENT TO BE DEMOLISHED SHALL BE PATCHED AND SEALED APPROPRIATELY BY THE CONTRACTOR. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, ANDAS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 8. THE ENTIRE INSTALLATION SHALL BE GUARANTEED FREE OF DEFECTS AND CONTRACTOR SHALL REPAIR AND / OR REPLACE ANY DEFECTIVE MATERIALS OR EQUIPMENT AT NO COST TO THE ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A OWNER FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY ARCHITECT OR ENGINEER. I VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. 9. ALL WORK SHALL BE SUBJECT TO THE ACCEPTANCE AND APPROVAL OF THE ARCHITECT AND OWNER. THE ARCHITECT SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES BETWEEN STATE EDUCATION LAW, FIELD CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE OF PROPER NOTIFICATION DOES NOT RELIEVE THE CONTRACTOR. LOCATION MAP Drawing Title THE CONTRACTOR SHALL CORRECT ANY AND ALL WORK ARISING FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE SATISFACTION OF THE ARCHITECT WITHOUT ADDITIONAL COST TO THE OWNER, SCALE: N.T.S. PLUMDING 10. ALL KITCHEN, PREP AREA AND SALES AREA EQUIPMENT WILL BE FURNISHED AND INSTALLED. EQUIPMENT WILL BE FURNISHED WITH TRIM, FAUCETS, ESCUTCHEONS, ETC. PLUMBING GENEN/AL 0A NOTES CONTRACTOR SHALL PROVIDE ALL ROUGH-IN TRAPS AND MAKE ALL FINAL CONNECTIONS (SEE EQUIPMENT SCHEDULE). 11. ALL PIPING TO BE CONCEALED IN HUNG CEILINGS, CHASES AND FURRED SPACES. DRAWING NO. TITLE 5CTM# 1000-1 OG-G-3 APP No: 12. REFER TO EQUIPMENT SCHEDULE AND EQUIPMENT SPECIFICATIONS FOR EXACT LOCATIONS OF PLUMBING CONNECTIONS. P-001 PLUMBING GENERAL NOTES 5CDIH5 No.: JM2 #: 2022-OG42 13. THE CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION OF ALL EXISTING UTILITIES IN FIELD PRIOR TO STARTING WORK. P-101 PLUMBING TOWER PLANS Planning #: _ DATE: 5/3/2022 14. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL PIPE HANGERS, AND SUPPORTS IN ACCORDANCE WITH THE LOCAL APPLICABLE CODES. P-501 PLUMBING DETAILS � SIGNATURE: DESIGNED BY: RD 15. THE CONTRACTOR TO PROVIDE TRAP PRIMERS, DEEP SEAL TRAP OR TRAP SEAL ON ALL FLOOR DRAINS AS PER APPLICABLE CODE. P-502 PLUMBING DETAILS SEAL P-601 PLUMBING SCHEDULES CHECKED BY: AP5 16. ALL PENETRATIONS REQUIRED FOR PLUMBING EQUIPMENT AND PIPING THROUGH ANY WALL SHALL BE PROPERLY SEALED OFF TO MAINTAIN THE INTEGRITY OF THE STRUCTURE. P-602 PLUMBING RISER DIAGRAMS SCALE: As indicated 17. ALL SHUT OFF AND ISOLATION VALVES SHALL BE BALL TYPE. ALL VALVES SERVING TOILETS AND SINKS SHALL BE ANGLE STOP TYPE. P-603 PLUMBING RISER DIAGRAMS of rizw r@ DWG No: P-701 PLUMBING SPECIFICATIONS �a ��P-8A@@ �� 18. PROVIDE AN INDIVIDUAL BALL VALVE AND BACK CHECK VALVE TO EACH INDIVIDUAL PIECE OF EQUIPMENT. Aft F� t� 19. PROVIDE BACKFLOW PREVENTERS AT ALL EQUIPMENT AS REQUIRED BY CODE. r °A 1007 A" ��FESS10 "It is a violation of the State Education Law for any person, rC IteGt 0 eCOr 3/4" HWR DN TO THE SECOND FLOOR unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such 2" SAN DN TO THE SECOND FLOOR item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his 3/4" HWS UP FROM THE SECOND FLOOR o or her signature and the date of such alteration, and a specific description of the alterationa Ir �+ ^ I'.C. 3" CWS UP FROM THE SECOND FLOOR � This plan is approved only for the work indicated on the �'� Lr C 3 application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC 4" VENT UPTO THRU ROOF in accordance with applicable codes. W 2410 NORTH OCEAN AVENUE 5UITE 300 I--S-OC r 0. FARMINGVILLE, NY, 1 1736 -� -- - z DRY STORAGE LOFT T G31 .320.3305 F G31 .320.3307 IV Hs - Applicant: Anthony Martignetti 6 East 92nd 5t, Apt 3 New York, NY 10126 (517) 535 - 3777 Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 TOWER ATTIC PLAN Farmingville, NY, 1 173(5 SCALE: 1/4" = 1 '-O" (G31) 320 - 3305 MEP Engineer: Emtec Consulting Engineers DPC WC lAV 3555 Veterans Memorial Highway, 5uite M Ronkonkoma, NY 1 1779 O KEY NOTES (G31) 35G - 217G 5urveyor: S AFF OCK RS C.O. 1. NEW ELECTRIC WATER HEATER, WH-1, SERVING THE TOWER. REFER TO Nathan Taft Corwin (STONEPAVERS _ _ QF DRAWING P-601 FOR UNIT SPECIFICATIONS. 158G Main Road, Jamesport, NY 1 1947 C.O. FD TI i OFFICE j� Project Name z I, I m w I'.. 3/4" HWR DN FROM THE ATTIC � _ J 5670 W Mill Road 2" SAN DN FROM THE ATTIC W D DECK SHEET NOTES DESK I ' Project Address 3/4" HWS UPTO THE SECOND FLOOR u 1. REFER TO P-001 FOR PLUMBING SYMBOLS, ABBREVIATIONS, AND 5 6 70 W M I I Rd GENERAL NOTES. CWS UPTO THE SECOND FLOOR 2. REFER TO P-500 SERIES FOR PLUMBING DETAILS. Mattituck, NY 1 195 2 4" VENT UPTO THE SECOND FLOOR 1" HWS UP FROM THE FIRST FLOOR 3. REFER TO P-600 SERIES FOR PLUMBING SCHEDULES AND RISER DIAGRAMS. Project Type 1" CWS UP FROM THE FIRST FLOOR 3 VENT UP FROM THE FIRST FLOOR 4. REFER TO P-700 SERIES FOR PLUMBING SPECIFICATIONS. Renovation WOOD DECK 4" SAN DN TO THE SECOND FLOOR 5. REFER TO RISER DIAGRAMS FOR ALL PIPE SIZES NOT INDICATED. IRevislons " HWR DN TO THE SECOND FLOOR 04-25-23 155UED FOR 5UBMI55ION 04-25-23 155UED FOR 100% CD TOWER SECOND FLOOR PLAN SCALE: 1/4" = 1 '-O" ICE MACHINE 1" INCOMING DOMESTIC OWH-1 WATER SERVICE. REFER TO STORAGE BIN CIVIL FOR CONTINUATION n S l I C.O. - _ 4" OUTGOING SANITARY LINE. J CONNECT TO SANITARY LINE ON SITE. REFER TO CIVIL P-1 ( i ( DRAWINGS FOR CONTINUATION. WALK-IN I THESE DRAWING5 ARE AN IN5TRUMENT OF SERVICE, AND REFRIGERATOR —o MS A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. C.O. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A l I- VIOLATION OF 5ECTION 7205 5UB-DIV15ION 2 OF THE N.Y. HS 5TATE EDUCATION LAW. Drawing Title PLUMDING 1" HWS UPTO THE SECOND FLOOR TOWER PLANS 1" CWS UPTO THE SECOND FLOOR 1" CWS UPTO THE SECOND FLOOR SCTM# 1000-1 OG-G-3 APP No: 4" SAN DN FROM THE SECOND FLOOR 5CDH5 No.: JM2 #: 2022-0642 Planining #: DATE: 5/3/2022 HWR DN FROM THE SECOND FLOOR 5EA,L 51GNATURE: DE51GNED BY: BG 79 CHECKED BY: APS 5CALE: As Indicated of "lE'�, r� DWG No: TOWER FIRST FLOOR PLAN ��' ��".8�Q�, ��. SCALE: 1/4" = 1 '-0" ;0 10074% Rd'resslo "It is a violation of the State Education Law for any person, Architect of ec-7 unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his i M or her signature and the date of such alteration, and a specific description of the alteration." �c1•••+ ;�itecture PC. This plan is approved only for the work indicated on the U PROVIDE WYE BRANCH application specification sheet. all other matters are not to be COLUMN OR relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC AND ONE—EIGHTH BEND PARTITION in accordance with applicable codes. 2410 NORTH OCEAN AVENUE WITH SCREWED COUNTER— AS SHOWN SUITE 300 SUNK ABS PLASTIC PLUG:, , ON FLOOR FARMINGVILLE, NY, 1 1735 HANGER ROD BOLTED TAPERED—THREAD WITH I J PLAN. T G31 .320.3305 FI G31 .320.3307 TO STRUCTURE ABOVE TFE JOINT COMPOUND. (FURNISHED AND Ik CLEANOUT Applicant: INSTALLED BY CONTRACTOR) WHERE CLEANOUT TEE FACE SHALL Anthony nd 5t, 8 East 92nd Apt 3 IS CONCEALED IN A I I BE WITHIN New York, NY 10128 VIBRATION ISOLATOR CHASE OR PARTITION, I I 4" OF WALL WHERE SPECIFIED PROVIDE A ROUND 18 I I (917) 535 - 3777 GAUGE STAINLESS STEEL SURFACE.PROVIDE Architect of Record : HANGER ROD ADJUSTABLE STEEL COVER WITH BEVELED I I PIPE EXTEN— JM2 Architecture, PC — I I (SIZE AS PER SPECIFICATION) PIPE ROLL EDGES AND FLATHEAD I l SION IF 2410 North Ocean Ave, Suite 300 MACHINE SCREW. I I REQUIRED. (G31)gvi 320lle NY, 11738 G3 I) 0 - 3305 MEP Engineer: Emtec Consulting Engineers DPC PIPE SADDLE OR RIGID -- REFER TO PLUMBING 3555 Veterans Memorial Highway, Suite M INSULATION SECTION EjE7FIXTURE SCHEDULE Ronkonkoma, N 177 FOR FURTHER (G31) 35G - 217G INFORMATION. Surveyor: PIPING Nathan Taft Corwin 156G Main Road, PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY Jamesport, NY 1 1947 SOLE PLATE WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: (G31) 727 - 2090 (INSULATED PIPING ONLY) LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. Project Name SUSPENDED PIPING SUPPORT- 5G70 W M111 Road NOT TO SCALE WALL CLEAi\j®UT NO SCALE Protect Address 5G70WMill Rd, Mattltuck, NY 1 1952 Project Type Renovation Revisions 04-25-23 155UED FOR 5U5M155ION PROVIDE AN INDIVIDUAL VENT ON ALL FLOOR/HUB DRAINS. INSTALL VENT 04-25-23 155UED FOR 100% CD IN PARTITION OR CHASE WHERE SHOWN ON PLAN. HORIZONTAL VENT BELOW FLOOR IS NOT PERMITTED. IF FLOOR/HUB DRAINS ARE MORE THAN 5' ON A 2" WASTE OR 6' ON A 3" WASTE FROM THE PARTITION, PROVIDE A TRAP AND WASTE LINE TWO PIPE SIZES LARGER THAN THE DRAIN/SINK OUTLET, WITH A REDUCER ON THE TRAP INLET, AND VENT WITHIN 15 FEET. OTHER VENTING METHODS MAY BE USED IF APPROVED BY LOCAL CODE. FINISHED FLOOR REDUCING TRAPS MEMBRANE CLAMP— ING COLLAR AND SEEPAGE PAN. MAXIMUM TAILPIECE CLENGTH IS 2 FEET. MAXIMUM 15' WHERE ENLARGED WASTE SLOPE WASTE AT LINE IS USED AS A TWO PERCENT. COMBINATION WASTE AND VENT SYSTEM. _ THE5E DRAWING5 ARE AN IN5TRUMENT OF 5ERVICE, AND r� A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. PROVIDE TRAP PRIMER IF RE— MAXIMUM 5', ON 2"„ ANY UNAUTHORIZED U5E OF THE5E DOCUMENT515 IN A QUIRED BY LOCAL AUTHORITIES. WASTE OR 6 ON 3 VIOLATION OF 5ECTION 7209 5UB-DIV15ION 2 OF THE N.Y. OTHERWISE DEEP—SEAL P—TRAP. STATE EDUCATION LAW. Drawing Title FLUMDING LOCATE FLOOR/HUB DRAINS WHERE SHOWN ON DIMENSIONED ARCHITEC— TURAL PLAN. IF FLOOR STRUCTURE INTERFERES WITH FLOOR/HUB DRAIN, MOVE SIDEWAYS IF POSSIBLE, OTHERWISE MOVE BACK. ALWAYS LOCATE DETAI L5 WHERE EASILY ACCESSIBLE, BUT NOT IN FOOT TRAFFIC. IF SITUATION IS FLOOR SLAB ON GRADE, PROVIDE BACKFILL PER SPECIFICATIONS. 5CTM# 1000-1OG-G-3 APP No: IF CONCRETE FLOOR IS NOT EXISTING, SET DRAIN IN PLACE AND POUR AROUND IT. IF CONCRETE FLOOR IS EXISTING, SAW CUT OR CORE DRILL 5CDH5 No.: JM2 #: 202206�2 IT. SET DRAIN BODY IN PLACE AND POUR AROUND IT. RECESS TOP OF Planning #: _ DATE: 5/3/2022 FLOOR SINKS 1 /2" BELOW FLOOR SURFACE AND SLOPE FLOOR TO IT. SEAL t SIGNATURE: DESIGNED BY. RB CHECKED BY: APs FLOOR/HUB DRAINS 5CALE: A5 indicated NO SCALE �� '® DWG No: r in >r � • too R°F�ssTo�°' "It is a violation of the State Education Law for any person, rG IteGt 0 eGOrd: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item NOTES: his or her seal and the notation "altered by" followed by his i M 02 or her signature and the date of such alteration, and a specific description of the alteration." �''` �` 1 ' 1. All penetrations through rated walls including but not lima This plan is approved only for the work indicated on the U c � le c1C U r e �.C. p g , g limited to Boiler Rooms, JL This specification sheet. all other matters are not to be Mechanical Equipment Rooms and Rated Shafts, in acc shall be fire stopped per details sheets relied upon, or t be considered as either being approved or JM2 ARCHITECTURE, PC cordance with applicable codes. included in this drawing set. Refer to Architectural drawings for all wall ratings. Detail 2410 NORTH OCEAN AVENUE ALLOW WEEP COVER TO GRADE sheets show onlya few common applications however, the do not show all 5UITE 300 HOLE OPENING pp . y 738 1 LLE, NY, 1 applications. Contractor must use only firestop products that have been UL 1479 or T FARMIN631 .320.3GVIGVI Fl 6 1 320.3307 STOPPER OR ASTM E 814 tested for specific fire-rated construction conditions conforming to FINISHED GRADE END PLUG construction assembly type, penetrating item type, annular space requirements, and Applicant: tignetti fire-rating involved for each separate instance. 8 East Anthony Mar Mar St, Apt 3 2. Details shown are typical details. If field conditions do not match requirements of New York, NY 10126 typical details, approved alternate details shall be utilized. Field conditions and (017) 535 - 3777 dimensions need to be verified for compliance with the details, including but not limited Architect of Record : to the following: JM2 Architecture, PC 6" MIN * Minimum and maximum Width of Joints 2410 North Ocean Ave, 5uite 300 * Type and thickness of fire-rated construction. The minimum assembly rating of the Farmingville, NY, 1 1738 firestop assembly shall meet or exceed the highest rating of the adjacent (63 I) 320 - 3305 construction. MEP Engineer: 3. If alternate details matching the field conditions are not available, manufacturer's Emtemtec Consulting Engineers DPC3555 Veterans Memorial Highway, Suite M engineering judgment drawings are acceptable. Drawings shall follow the International Ronkonkoma, NY 1 1770 45° ELL Firestop Council (IFC) Guidelines for Evaluating Firestop Systems Engineering (63 0 35G - 2176 Judgments. Surveyor: Nathan Taft Corwin 4. References: 1586 Main Road, * 2013 Underwriter's Laboratories Fire Resistance Directory, Volume 2 156GJame5 Main rt, Road, 11947 * NFPA 101 Life Safety Code (63 0 727 - 209O * All governing local and regional building codes 5. Firestop System installation must meet requirements of ASTM E-814 (UL 1479) tested Project Name CLEAN00UT DETAIL assemblies that provide afire rating equal to that of construction being penetrated. 5 670 W Mill Road 6. All rated through-penetrations shall be prominently labeled with the following NO SCALE information: Project Address * ATTENTION: Fire Rated Assembly � * UL system # 5 6 70 W Mill Rd, * Product(s) used Mattituck, NY 1 1952 * Hourly Rating (F-Rating) Project Type * Installation Date yp Renovation Revisions - UL/cULSystem No. C-AJ-1421 04-25-23 ISSUED FOR 5UBM155ION F Rating - 2 and 3 Hr (See Item 413) 04-26-23 155UED FOR 100% CD T Rating = 0Hr FULL PORT BALL 413 2 413 1 VALVE (TYP.) A NEW THERMOSTATICALLY CONTROLLED 3-WAY MIXING VALVE d ° .d NEW "AMTROL" *AST-30 BLADDER TYPE EXPANSION TANK WITH ISOLATION AND DRAIN VALVES °d. ° CA A 4A IV------------ 140 DECK. WATER OUT TO BLE)G. - KITCHEN 3 I I SECTION A-A I----------- 110 DECK. WATER OUT TO BLDC� - DOMESTIC 1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or BACKFLOW PREVENTOR 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 6 in. (152 mm). PRESSURE REDUCING VALVE 2. Metallic Sleeve — (Optional) Nom 6 in. (152 mm) diam (or smaller) Schedule 40 (or heavier) steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 3. Through—Penetrant — One metallic pipe or conduit to be installed either concentrically or eccentrically within the V------------ COLD WATER IN firestop system. The annular space between pipe, tube or conduit and periphery of opening shall be min 0 in. (0 mm) AS SIUCH ARE THE PROPERTY OF JM2 ARCHITECTURE P.C. (point contact) to max 5-3/8 in. (137 mm). Pipe or conduit to be rigidly supported on both sides of floor or wall ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A WATER HEATER --�� assembly. The following types and sizes of metallic pipes or conduits may be used: ------ RECIRCULATION LINE - 1100F A. Steel Pipe — Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. VIOLATION OF 5ECT10N 7209 SUB-DIVISION 2 OF THE N.Y. B. Iron Pipe — Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. 5TATE EDUCATION LAW. C. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. D. Copper Tubing — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. Drawing Title E. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel conduit. p F. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT). I LU M B I N G RECIRC. PUMPS 4. Firestop System — The firestop system shall consist of the following: A. Packing Material — Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m3) mineral wool butt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from DETAIL5 COLD WATER INLET AQUASTAT CONTROLS lU/SEPARATE SERVICE SIUITCHES both surfaces of wall as required to accommodate the required thickness of fill material. 2" HIGH DRIP PAN B. Fill, Void or Cavity Material* — Sealant — Min 1/4 in. (6 mm) thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. For 3 Hr rated assemblies, a min 1/4 in. (6 mm) diam bead of fill material shall be applied at the concrete/pipe interface at the point contact 5CTM# 1000-106-6-3 APP No: location on the top surface of floor and on both surfaces of wall. SCDfHS No.: JM2 #: 2022-0642 Planniing #: _ DATE: 5/3/2022 FIRESTOP OF METAL PIPING ELECTRIC DOMESTIC WATER HEATER WITH SEAL � SIGNATURE: DESIGNED BY: RB TWO ZONES PIPING DETAIL THROUGH CONCRETE CHECKED BY: APS SCALE: NONE FLOOR/WALL OR BLOCK WALL DETAIL 5CALE: As indicated N.T.S. of NEW r� DWG No: F� Aft AM, REFER TO ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND , ; b02 FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS mop 100741 �O�ESS10N°'� "It is a violation of the State Education Law for any person, rC Itect ot Kecord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such PLUMBING FIXTURES AND EQUIPMENT item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his J M SYMBOL ITEM W V CW HW BASIS OF DESIGN or her signature and the date of such alteration, and a LAV LAVATORY 1 1/2 1 1/4 1/2 1/2 PROVIDED BY ARCHITECT WITH MAXIMUM OF 0.5 GPM. PROVIDE ZURN MODEL ZW3870XLT-4P AQUA—GARD Thisspecific description of the alteration." " Q plan is approved only for the work indicated on the r� �tecture P.c. THERMOSTATIC MIXING VALVE. application specification sheet. all other matters are not to be WC PUBLIC WATER CLOSET 4 2 1 1/4 PROVIDED BY ARCHITECT, WITH A MAXIMUM OF 1.28 GPF. relied upon, or to be considered as either being approved or in acc cordance with applicable codes. JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE FD FLOOR DRAIN 2 2 WADE 1100—STD WITH TRAP PRIMER TAP AND 6" COVER 5UITE 300 FARMINGVILLE, NY, 11735 FS FLOOR SINK 3 1 1/2 1/2 — ZURN Z1750 12x12x6 STAINLESS STEEL FLOOR SINK WITH 1/2 GRATE WITH TRAP PRIMER T I G31 .320,3305 FI G31 .320.3307 Applicant: MS MOP SINK 2 1 1/2 1/2 1/2 SPECIFIED BY ARCHITECT. Anthony Martignetti SPECIFIED BY ARCHITECT, WITH A MAXIMUM OF 2.2 GPM. PROVIDE ZURN MODEL ZW3870XLT-4P AQUA—GARD 8 East 92nd 5t, Apt 3 SK HAND SINK 1 1/2 1 1/2 1/2 1/2 THERMOSTATIC MIXING VALVE. FURNISH AND INSTALL NIDAYE 2.2 GPM WATER—SAVING SINK FAUCET AERATOR INSERT. New York, NY 10126 (9 17) 535 - 3777 Architect of Record : NOTES: 1. PROVIDE FLOOR DRAINS WITH TRAP PRIMER CONNECTION. 2. ALL PLUMBING FIXTURES TO BE APPROVED BY ARCHITECTS AND OWNER PRIOR TO PURCHASE AND/OR INSTALLATION. JM2 Architecture, PC 24 10 North Ocean Ave, Suite 300 Farmingville, NY, 1 1738 (G31) 320 - 3305 MEP Engineer: Emtec Con5ulting Engineers DPC 3555 Veterans Memorial Highway, 5uite M Ronkonkoma, NY 1 1779 (G31) 35G - 217G Surveyor: Nathan Taft Corwin 156G Main Road, Jame5port, NY 1 1947 (G31) 727 - 2090 ELECTRIC WATER HEATER SCHEDULE BASIS OF DESIGN AO SMITH STORAGE HEAT RECOVERY ELECTRICAL APPROX. Project Name ID SERVICE MODEL GAL GPH ENTERING LEAVING AP TOTAL ELEMENT V/PH/Hz MCA MFS WEIGHT REMARKS TEMP .'F TEMP .'F FT. WG. MBH WATTAGE (LBS) 5 G70 W Mill Road WH-1 TONER DRE-52-12 50 50 12.3 kW 208 1 60 265 1 2 Project Address O1 PROVIDE W/ SECONDARY DRAIN PAN PIPED TO NEAREST DRAIN O2 WITH TEMPERATURE AND PRESSURE RELIEF VALVE PIPED TO DRAIN PAN 5 G 70 W Mill Rd, Mattituck, NY 1 1952 Project Type Renovation Revi5ion5 PUMP SCHEDULE BASIS OF DESIGN TACO 04-25-23 ISSUED FOR SUBMISSION PUMP ELECTRICAL APPROX. 04-28-23 155UED FOR 100% CD ID MODEL NO. SERVICE HEAD NPSH IMP. DIA.EBHNAMEPLATE WEIGHT REMARKS GPM FT W.G. RPM � INCHES HP V/PH/Hz MCA MFS (LBS) P-1 009—SF5—IFC WH-1 1 8.4 3250 — — 1 8 115 1 60 1.4 — 9.5 1 2 3 4 1O STAINLESS STEEL, FLANGED O DIRECT DRIVE — LOW POWER CONSUMPTION O INTEGRAL FLOW CHECK O4 PROVIDE WITH TIMECLOCK AND PIPE TEMPERATURE SENSOR THE5E DRAWING5 ARE AN INSTRUMENT OF 5ERVICE, AND A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UINAUTHORIZED USE OF THE5E DOCUMENT5 15 IN A VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title PLUMBING R15ER DIAGN/AM5ID A 5CTM9 1000-I OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-OG42 Planning #: _ DATE: 5/3/2022 5EAL 5iGNATURE: DE5IGNED BY: RD CHECKED BY: AP5 5CALE: As indicated of Inety p,84 �o,Q� DWG No: � c 10 s P = 6tibti R��itsST®NP "It is a violation of the State Education Law for any person, Architect of RecOr : unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such Item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his J M or her signature and the date of such alteration, and a specific description of the alteration." rc mecture P. This plan is approved only for the work indicated on the u �tr application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1736 T 631 .320.3305 FI 631 .320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t, Apt 3 New York, NY 10128 (917) 535 - 3777 Architect of Record : JM2 Architecture, PC 3/4" CW 2410 North Ocean Ave, Suite 300 I— Farmgville, NY, 1 1738 3/4" HWS (631) 320 - 3305 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 11779 � I (63 I) 356 - 2 176 5 u rveyo r: 1/2" I Nathan Taft Corwin (TYP.) 1586 Main Road, Jame5port, NY 1 1547 HS-1 (631) 727 - 2090 TOWER ATTIC Protect Name I 1" CW 1" CW 1" CW 1° HWS - 1" HWS - _ 5 6 70 W Mill Road 3/4" HWR FF-_F:: 110° F — 1 HWS 110' F Protect Address I I I I 5670WMill Rd, Mattituck, NY 1 1952 I I I I I I Project Type 3/4" HWR 3/4" 1" 1/2" I Renovation I (TYP.) I (TYP.) I i I Rev15101`15 04-25-23 155UED FOR 5UBM155ION 04-25-23 155UED FOR 100% CD I I TOWER 2ND FLOOR WRI LAV C Q 1" CW �-- — — — — — — 110• F— — — — 1„ CW 110• F I 1" CW 1" HWS 1" HWS 1" HWS 1" HWS7 1 3/4" HWR 3/4" HWR � 1 CW — — — — — — - - - - - - I I I I P-1 I LL L I I I II 0 o I » I I 1 ZURN MODEL 975XL2 RPZ ASSEMBLY FOR 11" I I 3/4' 3/4" DOMESTIC WATER ( I I I I 3/4» 1/2» THESE D WIN RPZ (TYP.) RA G5 ARE AN INSTRUMENT OF 5ERVICE, AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. HS-1 ANY UNAUTHORIZED U5E OF THESE DOCUMENT5 15 IN A WH-1 KOLO DRAFT PEARL ICE—MACHINE ICE—MAKER VIOLATION OF 5ECTION 7203 5UD-DIV15ION 2 OF THE N.Y. TOWER 1ST FLOOR MS STATE EDUCATION LAW. Drawing Title PLUMBING 1" INCOMING DOMESTIC WATER DOMESTIC WATER RISER DIAGRAM R15ER DIAGRAM5 SERVICE. REFER TO SITE PLANS SCALE: NONE FOR CONTINUATION SCrM# 1000-106-6-3 APP No: 5CDH5 No.: JM2 #: 2022-0642 Planning #: _ DATE: 5/3/2022 SEAL 51GNATURE: DE51GNED BY: RB CHECKED BY: AP5 SCALE: A5 indicated ®f firke P >sr,Ae®o� DWG No: = 60 F 2 °a �oo�a"► �w� R�FESSID�p "It is a violation of the State Education Law for any person, Architect of KeC_0F&_ unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his or her signature and the date of such alteration, and a specific description of the alteration." �+ Q This plan is approved only for the work indicated on the e c t U U ` P.C. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. �— 4" V.T.R. 2410 NORTH OCEAN AVENUE AL_ SUITE 300 FARMINGVILLE, NY, 1 1736 4" __T T I G31 .320.3305 FI G31 .320.3307 n Applicant: Anthony Martignetti 8 East 92nd 5t, Apt 3 (TYP.)� 1 II New York, NY 10128 1 I (917) 535 - 3777 Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 1 1 I Farmin ville NY 1 1736 TOWER ATTIC I CO_DP (G31) 320 - 3305 MEP Engineer: 4"V 4"V 4"V 4"V Emtec Consulting Engineers DPC — I---�"�I ---'Ir--'d"'--�1'—_—�—T —————————- 3555 Veterans Memorial Hi hwa , 5uite M I 1 I 1 I I Ronkonkoma, NY 1 1779 1 1-1/2"V 1 2"V 1 I 1-1/2"V I 1 PIPING NOTE: (G31) 35G - 217G ALL SANITARY WASTE (TYP.) I (TYP.) 4"V JOINTS AND FITTINGS SHDALLENT BE PVCNEXCEPTRIALS FOR, Surveyor: 2"V-4, I SANITARY GREASE PIPING WHICH SHALL BE CAST IRON. Nathan Taft Corwin (TYP.) i i i 158G Main Road, 1 DFU 2" I I I I I 1 Jamesport, NY 11947 (G31) 727 - 2090 I I I I 1 I LAV I I Project Name I I I I 1 I TOWER 2ND FLOOR I WRY CODP 1 FD I CODP I 5 670 W Mill Road -- — — — ----- �—\� I 3„V 2 DFU 3" 6 DFU'S 4" 7 DFU'S 4" L_ __ ___ Project Address r i i 5670 W Mill Rd, I i i I 1 I 1 Mattituck, NY 1 195 2 2"V 2„ 2„V........ ' Project Type 7 DFU'S 4" 1 I I 1 I I 1 i Renovation I I I I 1 HS-1 I 1 Revisions KOLO r I 1 I PEARL ICE—MACHINE (1 ICE—MAKER 04-25-23 155UED FOR 5UBMI55ION TOWER 1ST FLOOR I C. C. 04-28-23 155UED FOR 100% CD \ FS „ \ 1 2 DFU'S 2 T 2 DFU'S 4 ----- \ » \ \ OUTGOING 4" LINE. CONNECT 9 DFU S 4 11 DFU S 4 —— \ \ TO SANITARY MAIN ON SITE. — ---------------- ————` REFER TO CIVIL PLANS FOR 13 DFU'S A CONTINUATION SANITARY RISER DIAGRAM : TOWER SCALE: NONE THESE DRAWING5 ARE AN IN5TKUMENT OF SERVICE, AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENT5 15 IN A VIOLATION OF 5ECTION 7209 5U5-DIV1510N 2 OF THE N.Y. 5TATE EDUCATION LAW. Drawing Title PLUMBING R15f R DIAGRAMS 5CTM# 1000-1 OG-G-3 APP No: 5CDIH5 No.: JM2 #: 2022-0642 Planning #: _ DATE: 5/3022 5EAL SIGNATURE: DESIGNED BY: RB CHECKED BY: AP5 SCALE: As indicated of VIEW A4a DWG No: P.$, QQ F� R�fEs toNA "It is a violation of the State Education Law for any person, Arc IteGt 0f record: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item PLUMBING SPECIFICATIONS his or her seal and the notation "altered by" followed by his JM, a or her signature and the date of such alteration, and a specific description of the alteration." rc e �.r U le P.c. A. GENERAL PROVISIONS FOR PLUMBING WORK 4. ESCUTCHEONS This plan is approved only for the work indicated on the 1. PROVIDE A COMPLETE PLUMBING SYSTEM INCLUDING FIXTURES, DOMESTIC application specification sheet. all other matters are not to be WATER SERVICE, SANITARY INTERIOR DRAINAGE SYSTEM AND ALL PIPING, A. ESCUTCHEONS SHALL BE CAST IRON OR CAST BRASS SET-SCREW relied upon, or to be considered as either being approved or FITTINGS, HANGERS, INSULATION, VALVES, CUTTING AND FINAL CUTTING, AND TYPE. JM2 ARCHITECTURE, PC in accordance with applicable codes. PATCHING AND FINAL PATCHING. B. PROVIDE ESCUTCHEONS ON EXPOSED PIPING THROUGH FLOORS, 2410 NORTH OCEAN AVENUE 2. FURNISH ALL EQUIPMENT AND ACCESSORIES NEW, UNLESS OTHERWISE NOTED CEILINGS, WALLS AND PARTITIONS. C. PROVIDE CHROMIUM PLATED ESCUTCHEONS AT TILE WALLS AND ON SUITE 300 AND FREE FROM DEFECTS.3. WORK MAY BE REVIEWED AT ANY TIME BY REPRESENTATIVES OF THE ARCHITECT CHROMIUM PLATED PIPING. FARMINGVILLE, NY, 11738 5. TESTS AND INSPECTIONS AND/OR ENGINEER. T G31 .320.3305 FI G31 .320.3307 A. NOTIFY LOCAL PLUMBING INSPECTOR AND PERFORM TESTS IN THE 4. CLEANING AND ADJUSTMENT PRESENCE OF AN AUTHORIZED REPRESENTATIVE. A. BRUSH AND CLEAN WORK PRIOR TO CONCEALING, PAINTING AND B. DRAINAGE AND VENT PIPING INSIDE BUILDING SHALL BE TESTED AS Applicant: ACCEPTANCE. PERFORM IN STAGES IF DIRECTED. FOLLOWS: Anthony Martignetti B. FLUSH OUT PIPING AFTER INSTALLATION AND BEFORE FINAL (1) WATER TEST: IF TESTED IN SECTIONS, FILL EACH SECTION 8 East 02nd 5t, Apt 3 CONNECTIONS ARE MADE, AT LEAST TWICE, IN A MANNER AS WITH WATER TO OVERFLOWING, FRONT TEN FEET ABOVE OR DIRECTED AND/OR ACCEPTED BY THE OWNER. FLOOR-TO-FLOOR HEIGHT, WHICHEVER IS GREATER SO THAT New York, NY 10128 ALL OF EACH SECTION, EXCEPT THE TOPMOST, IS TESTED (017) 535 - 3777 B. PLUMBING FIXTURES WITH A HEAD OF AT LEAST TEN FEET. WATER LEVEL SHALL 1, SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: REMAIN CONSTANT THROUGHOUT TEST WITHOUT ADDING Architect of Record: A. FIXTURES AND TRIM WATER FOR A MINIMUM OF TWO HOURS. JM2 Architecture, PC B. SUPPORTS AND CARRIERS (2) SMOKE TEST: AFTER DRAINAGE CONNECTIONS HAVE BEEN C. FAUCETS COMPLETED AND FIXTURES HAVE BEEN SET, FILL TRAPS 24 I 0 North Ocean Ave, Suite 300 2. BASE BID MANUFACTURERS WITH WATER AND INTRODUCE INTO ENTIRE SYSTEM AT BASE, Farmingville, NY, 1 1738 A. PLUMBING FIXTURES: KOHLER CO., ELJER CO., AND AMERICAN THICK PENETRATING SMOKE PRODUCED BY A SMOKE (G3 I) 320 - 3305 STANDARD, INC., ELKAY. MACHINE. CHEMICAL MIXTURES WILL NOT BE ALLOWED. AS B. BRASSWARE: CHICAGO FAUCET CO., KOHLER CO., CRANE CO., SMOKE APPEARS AT ROOF OPENINGS, CLOSE OPENING TIGHT MEP En 1 neer: AMERICAN STANDARD, INC., ELJER CO., T AND S BRASS WORKS, INC., AND APPLY PRESSURE EQUIVALENT TO ONE INCH OR WATER. g RADA, DELTA FAUCET CO., MOEN, AND SPEAKMAN CO. MAINTAIN TEST FOR A MINIMUM OF ONE HOUR. EmteG Consulting Engineers DPC 3. FIXTURES 6. INSTALLATION 3555 Veterans Memorial Highway, 5uite M A. SEE P-601 AND ARCHITECTURAL DRAWINGS. A. COORDINATE WITH OTHER WORK AS NECESSARY TO INTERFACE Ronkonkoma, NY 1 1770 4. EXPOSED PIPE AND ACCESSORIES INSTALLATION OF EQUIPMENT WITH OTHER COMPONENTS OF SYSTEMS. A. PROVIDE EXPOSED PIPE, FITTINGS, TRAPS, ESCUTCHEONS, VALVES, B. DOMESTIC WATER SUPPLY SYSTEMS (G31) 35G - 217G VALVE HANDLES AND ACCESSORIES, ABOVE AND BELOW FIXTURES (1) ALL WATER PIPING SHALL BE RUN FREE OF TRAPS AND Surveyor: WITH OP. PROVIDE CP CAST BRASS ESCUTCHEONS WITH SET UNNECESSARY BENDS, AND ANY TRAPS FORMED SHALL BE Nathan Taft Corwin SCREWS FOR PIPING AND TUBING. PROVIDE CP CAST BRASS PROVIDED WITH DRIP VALVES TO PERMIT COMPLETE TRAPS WITH CLEANOUT PLUGS, UNLESS OTHERWISE NOTED. CP TYPE DRAINAGE OF THE SYSTEM. 158G Main Road, "L" TUBING FIXTURE SUPPLIES MAY BE USED. COVERING TUBES WILL C. DRAINAGE SYSTEMS Jame5port, NY 1 1047 NOT BE PERMITTED. (1) SLOPE HORIZONTAL DRAINAGE PIPING 2 INCHES AND (631) 727 - 2000 SMALLER AT 1/4 -INCH PER FOOT MINIMUM. C. DOMESTIC WATER SUPPLY SYSTEMS (2) SLOPE HORIZONTAL DRAINAGE PIPING 2-1/2 INCHES AND 1. BASE BID MANUFACTURERS GREATER AT 1/8-INCH PER FOOT MINIMUM. Project Name A. SHOCK ABSORBERS: JAY R. SMITH MFG. CO., ZURN INDUSTRIES, 7. HANGERS/SUPPORTS INC., AND WADE DIV. TYLER PIPE AND FOUNDRY CO. A. ALL PIPES SHALL BE FIRMLY HELD IN PLACE BY APPROVED HANGERS, 5 670 W Mill Road ANCHORS, GUIDE HANGERS, FRICTION HANGERS AND SUPPORTS. 2. TESTS AND INSPECTIONS B. SUPPORT ALL PIPING FROM BUILDING CONSTRUCTION BY PROVIDING A. PRIOR TO PIPES BEING COVERED, ALL PIPING WILL BE TESTED AND INSERTS, BEAM CLAMPS, STEEL FISHPLATES (IN CONCRETE FILL INSPECTED AS LISTED BELOW. ONLY), AND ACCEPTABLE BRACKETS. Project Addre55 (1) ALL HOT AND COLD WATER PIPING WILL BE TESTED IN THE 8. JOINT INSTALLATION 5 6 70 W Mill Rd PRESENCE OF THE OWNER'S REPRESENTATIVES AT 100 PSI A. INSTALL JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. HYDROSTATIC PRESSURE FOR TWO (2) HOURS AND SHOW B. CAST IRON HUBLESS SOIL PIPING: Mattituck, NY 1 2 NO LEAKS. (1) TYPE 1 COUPLING MAY BE USED FOR PIPING THAT IS FOUR 3. DISINFECTION OF POTABLE WATER SYSTEMS INCHES AND SMALLER. PROVIDE NEOPRENE GASKET (ASTM A. AS PART OF THE PLUMBING WORK, THE POTABLE WATER SYSTEMS C-564) AND STAINLESS STEEL CLAMP HOLD BAND IN Project Type AND ALL HOT AND COLD WATER PIPING, DRINKING WATER PIPING AND ACCORDANCE WITH CISPI. OTHER PIPING AND EQUIPMENT, SHALL BE DISINFECTED PRIOR TO C. COPPER TUBING: INSTALL IN ACCORDANCE WITH COPPER USE, WHENEVER SAMPLES FROM THE SYSTEM SHOW ANY DEVELOPMENT ASSOCIATION RECOMMENDATIONS. Renovation CONTAMINATION AFTER MAKING A BACTERIOLOGICAL EXAMINATION. (1) SOLDERED JOINTS: PROVIDE FOR DOMESTIC WATER TUBING B. SAMPLES SHALL BE TAKEN AS REQUIRED BY THE DEPARTMENT OF SYSTEMS. USE 95-5 TIN-ANTIMONY SOLDER WITH HEALTH. THE METHOD TO BE FOLLOWED SHALL BE THAT AS NON-CORROSIVE PAST FLUX. REMOVE EXCESS FLUX PRESCRIBED BY THE DEPARTMENT OF HEALTH, OR WHERE NO BEFORE SOLDERING. Revisions METHOD IS PRESCRIBED BY THE DEPARTMENT OF HEALTH, BY THE 9. SEALING OF SLEEVES O4-25-23 155UED FOR 5UBM155ION FOLLOWING: A. SEAL ALL SLEEVES THROUGH FIRE AND SMOKE-RATED WALLS AND 04-26-23 155UED FOR 100% CD (1) THE PIPE SYSTEM SHALL BE FLUSHED WITH CLEAN, FLOORS IN ACCORDANCE WITH LOCAL CODE AND FIRE DEPARTMENT POTABLE WATER UNTIL NO DIRTY WATER APPEARS AT THE REQUIREMENTS. OUTLET. F. INSULATION FOR PLUMBING WORK (2) THE SYSTEM OR PART THEREOF SHALL BE FILLED WITH A WATER-CHLORINE SOLUTION CONTAINING AT LEAST FIFTY 1. PROTECT EXPOSED UNDER LAVATORY PIPING AND VALVES WITH (50) PARTS PER MILLION OF CHLORINE AND THE SYSTEM MOLDED CLOSED CELL ANTIMICROBIAL PROTECTIVE COVERING. OR PART THEREOF SHALL BE VALVED OFF AND ALLOWED TO ACCEPTABLE MANUFACTURERS: TRUEBRO, INC., MCGUIRE STAND FOR 24 HOURS, OR THE SYSTEM SHALL BE FILLED MANUFACTURING CO., INC., OR PLUMBEREX, SPECIALTY PRODUCTS, WITH WATER-CHLORINE SOLUTION CONTAINING AT LEAST 200 INC. PARTS PER MILLION OF CHLORINE AND ALLOWED TO STAND FOR THREE (3) HOURS. 2. TESTS AND INSPECTIONS (3) FOLLOWING THE PRESCRIBED STANDING TIME, THE SYSTEM A. ALL COMPONENTS OF THERMAL INSULATION SHALL SATISFACTORILY SHALL BE FLUSHED WITH CLEAN POTABLE WATER UNTIL NO PASS A TEST BASED UPON TEST PROCEDURES OF ASTM E136-65. EXCESS OF CHLORINE REMAINS IN THE WATER COMING FROM THE SYSTEM. 3. INSTALLATION (4) THE PROCEDURE SHALL BE REPEATED IF IT IS SHOWN THAT A. ADHERE JACKETS WITH ADHESIVE AND BUTT SECTIONS OF INSULATION CONTAMINATION STILL PERSISTS IN THE SYSTEM. TIGHTLY TOGETHER AND ADHERE THREE-INCH BUTT STRIPS OF D. DRAINAGE SYSTEMS JACKET MATERIAL OVER JOINTS. AT FITTINGS AND VALVES, OVERLAP MASTIC AND FIBERGLASS REINFORCING CLOTH TWO INCHES ONTO PIPE INSULATION. B. EXTEND INSULATION, UNBROKEN, THROUGH HANGERS AND SLEEVES. 1. TRAPS C. INSULATE ALL WATER PIPING AT FIXTURES AND EQUIPMENT, INCLUDING A. PROVIDE DEEP SEAL P TYPE. PROVIDE TRAPS FOR FLOOR, AREA, CONCEALED BRANCH PIPING IN PIPE CHASES, EXCEPT DO NOT AND FUNNEL DRAINS AND CONNECTIONS TO FIXTURES AND INSULATE EXPOSED CHROME PLATED WATER PIPING AT FIXTURES AND EQUIPMENT. EQUIPMENT. THE5E DRAWING5 ARE AN IN5TRUMENT OF 5ERVICE, AND FIELD QUALITY CONTROL E. PIPING, FITTINGS AND HANGERS 4. A. REPAIR SEPARATION OF JOINTS ON INSULATION DUE TO THERMAL A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 1. QUALITY ASSURANCE A. EACH LENGTH OF PIPE, FITTING, TRAP, FIXTURE VALVE OR DEVICE MOVEMENT OR POOR WORKMANSHIP. ANY UNAUTHORIZED U5E OF THE5E DOCUMENT5 15 IN A USED IN ANY PIPING SYSTEM SHALL BE STAMPED OR INDELIBLY G. VALVES FOR PLUMBING WORK VIOLATION OF 5ECTION 7200 5UB-DIV15ION 2 OF THE N.Y. MARKED WITH WEIGHT OR QUALITY, AND MANUFACTURER'S NAME OR 1. BASE BID MANUFACTURERS 5TATE EDUCATION LAW. MAKE A. BALL VALVES: CONTROMATICS CORP., WORCESTER CONTROLS CORP., Drawm Title B. SANITARY PIPE AND FITTINGS SHALL BE MARKED WITH THE LUNKENHEIMER, CRANE CO., NIBCO, STOCKHAM VALVES AND FITTINGS, 9 COLLECTIVE TRADEMARK OF THE CAST IRON PIPE INSTITUTE OR WM. POWELL CO., AND WATTS REGULATOR CO., AND APOLLO PLUMDING 2. SUBMITTALS RECEIVE PRIOR APPROVAL OF THE ENGINEER. (CONBRACO INDUSTRIES, INC.). A. SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: 2. DOMESTIC WATER SUPPLY SYSTEMS (1) FITTINGS A. INTERIOR WATER LINES UP TO AND INCLUDING 2 INCHES 5PECIf ICATION5 (1) FLASHING SLEEVES (1) BALL VALVES 125 L.B. W.S.P. BRONZE BODY, STEEL BALL, TEFLON SEATS AND STUFFING BOX RING, AND LEVER (3) ESCUTCHEONS HANDLE THREADED ENDS. 5CTM# 1000-1 OG-G-3 APP No: 3. BASE BID MANUFACTURERS 3. COMPRESSION STOPS A. FLASHING SLEEVES AND FLASHING FITTINGS: JOSAM MANUFACTURING A. SIMILAR TO CRANE 8-346. 5CDH5 No.: JM2 #: 2022-OG42 COMPANY, JAY R. SMITH MANUFACTURING COMPANY, ZURN B. WHERE STOPS WITH DRAINS ARE REQUIRED, USE SIMILAR TO CRANE INDUSTRIES, INC., AND WADE DIVISION TYLER PIPE AND FOUNDRY 8-348. Planning #: _ DATE: 5/3/2022 COMPANY. 4. INSTALLATION B. HANGERS AND SUPPORTS: I.T.T. GRINNELL, CARPENTER AND A. INSTALL VALVES WHERE INDICATED OR REQUIRED IN ACCESSIBLE 5EAL SIGNATURE: DE51GNED BY: RD PATTERSON INC., AND FEE AND MASON. LOCATIONS WITH NO VALVE HANDLES POINTED DOWN. CHECKED BY: AP5 5CALE: As indicated of pre'e P.84 CQ f DWG No: �LO r FAA 1007 W% P = 701 ��EESSIOP