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Home My WebLink About49034-Z ire TOWN OF SOUTHOLD BUILDING DEPARTMENT 4 „ v TOWN CLERK'S OFFICE ,v 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 #: 49034 Date: 3/17/2023 Permission is hereby granted to: North Fork Prosect LLC c/o David J Jannuzzi Esq. _ _ ..... .... eee...... _ ........ .. ... ...... 13235 Main Rd Mattituck NY 11 ._....._. � .�...... ... ......�_.__. ... e ..........................,.,m� 952 To: Construct additions and alterations to an existing commercial restaurant with existing second story living quarters as applied for per ZBA, Trustees, DEC, SCHD, and Flood Plain approvals. Additional certification will be required. *Application is not deemed a demolition as per town definition. At premises located at: 5775 Mill Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-6-3 Pursuant to application dated __11/9/2022 and approved by the Building Inspector. p To expire on 5 Fees: COMMERCIAL ADDITION/ALTERATION $2,394.07 CO-COMMERCIAL $50.00 Flood Permit $100.00 __ Total: _.................. $... ...__ ..._ 2,544.07 Building Inspector , Al TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt.as:Bwv s ��t'��rt � lia 'ruli . "o ' �' _� aoa Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. "t903$ Building Inspector: ..k Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:10-21-2022 OWNER(S)OF PROPERTY: Name:Anthony Martignetti SCTM # 1000-106.00-06.00-003.000 Project Address:5775 W Mill Rd, Mattituck, NY 11952 Phone#:(917) 535 - 3777 Email:martignetti@gmaii.com Mailing Address:8 East 92nd St, Apt 3, New York, NY 10128 CONTACT PERSON: Name:JM2 Architecture PC / Dominic Arresta / John Mahler Mailing Address:2410 North Ocean Ave. Suite 300, Farmingville, NY 11738 Phone#:631-320-3305 Email:Dominic@JM2Architecture.com DESIGN PROFESSIONAL INFORMATION: Name:John L. Mahler Mailing Address:2410 North Ocean Ave. Suite 300, Farmingville, NY 11738 Phone#:631-320-3305 Email:Dominic@JM2Architecture.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure DAddition x❑Alteration ®Repair ❑Demolition Estimated Cost of Project: ❑Other $ 1,000,000 Will the lot be re-graded? ❑Yes x❑No Will excess fill be removed from premises? ❑Yes ANo 1 PROPERTY INFORMATION Existing use of property:Bar/Apartment Intended use of property: Bar/Apartment Zone or use district in which premises is situated:. Are there any covenants and restrictions with respect to Marine 11 (MI1) this property? ❑Yes *No IF YES, PROVIDE A COPY. 10 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 buildingls)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):J M2 Architecture PC RAuthorized Agent ❑Owner Signature of Applicant: ,4o+��U,�, Date: (U—Z`I-Z2 STATE OF NEW YORK) SS: COUNTY OF wr� c'� ) QQMir6c A'i`r?540 y 2 ArC I}ItIV l' being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above 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 Q-9 l day of 04y_ 20 22 Notary PLS §' PH TURNED. NOTARY�fPUBLI ", "I"ATEOF NEW YORK PROPERTY OWNER AUTHO IZATI N Registration No.0 1 TU6392186 ( pP . QuaMed in Suffolk Col I ty Where thea applicant is not the owner My Commission xpires: 5 Anthony Martignetti residing at 8 East 92nd St, Apt 3 New York, NY 10128 JM2 Architecture PC do hereby authorize, to apply on my be alf to the Town of Southold Building Department for approval as described herein, p ZZ Z 2— Owners Owner's Signature Date�� Anthony Martignetti Print Owners Name 2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Floodplain Development Permit Application PROPERTY INFORMATION: Flood Zone:AE FIRM Panel: LCTM # 1000-106-06-003 Address:5775 W Mill Rd, Mattituck, NY 11952 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: BUILDING LIFT & GUT RENOVATION SECTION A:STRUCTURAL -- -� � DEVELOPMENT(CHECK ALLTHATAPPLY) �,. ....... . _ .. Type of Structure _.. ..... .. Type of ._.._ ..rW_..__.w- r...- yp yp Structural Activity ® Residential (1 to 4 families) ❑New structure ❑ Residential(more than 4 families) ❑ Demolition of existing structure ® Combined use ❑ Replacement of existing structure ❑Non-residential ❑ Relocation of existing structure *' Elevated ❑ Addition to existing structure ❑ Flood proofed(attach certification) R 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 kil 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) R Other development not listed (specify): Complete building renovation,install IIA septic By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge 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 year of issuance.Other permits may be 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): Dominic ArreSta / JM2 Architecture PC Signature of Applicant: =Date- _9_22 w �, Suffolk County Department of Health Services Bureau of Public Health Protection Plan Review Unit r 360 Yaphank Ave, Suite 2A Yaphank, NY 11980 � CERTIFICATE OF APPROVAL CONSTRUCTION OR ALTERATION OF FOOD SERVICE ESTABLISHMENT Approval is issued under the provisions of Article 13, Section 1304 of the Suffolk County Sanitary Code Establishment Name Establishment Address The Old Mill Inn 5775 W Mill Road Mattituck, NY 11952 The Following Conditions A I + This approval does not constitute approval by any other state or local agency • This certificate is not a permit to operate a food service establishment.The operator must call the Department at 631-852-5999 to arrange an inspection of the completed construction prior to operation • The proposed construction is in conformity with the plans and specifications approved by the Department Approval is based upon the application,plans and menu provided.Any changes require written approval from the Department of Health Services • This approval is valid for 2 years. Extensions may be granted upon written request to the Department prior to the expiration date • The applicant shall comply with the following amendments to the plans and specifications: 1. Property lumbed and air a pl2ed indirect drains provided as necessar . 2. Foods transported from the Tower walk4p box to the kitchen door must be covered and protected from contamination during transport. 3. Dual drainboards are r aired at the 3 compartment sink. (Dirty drainboard can't be located above the sink. Below ok. 4. Proofof connection to public water re aired or well water lab anal sis re uired 5. Time as a public health control TPHC' rocedure and documentation must be on site for shellfish stored in non- refrigerated cold well at oyster Bar 6. Final roval from the Suffolk County Department of Health Services"Office of Wastewater Management is required before e re-o a ationa1 ins ection can be conducted.Contact the Office of Wastewater Management at(631)852-5700 with questions. 7. Establishment has been approved for a total of 55 seats.45 dining and 10 seasonal bar seats. Issued for the Commissioner of Health S u,3ANIN FUuna fw- Designated Representative 2/1/2023 r% JM2 VAR 8 2023 RC I T E C T U R EPS 2410 North Ocean Avenue,Suite 300 - Farmingville, New York 11738 T. (631) 320-3305 F. (631) 320-3307 March 8, 2023 Town of Southold Building Department Town Hall Annex,54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Attention:Tracey Dwyer Re: 5775 W Mill Rd, Mattituck, NY 11952 SCTM#1000-106-6-3 Dear Tracey Dwyer, This letter is to confirm that a Type 1 hood will be installed in the first story restaurant kitchen according to NYS 2020 Building Codes at the above referenced project, and we will comply with the 2020 NYS Mechanical Code Section 507 for Type 1 hoods. If you have any questions or require additional information, please feel free to contact my office at(631) 320-3305. Very truly yours, sA F John Lee Mahler,AIA, R.A. License#023945 & n COMcheck Software Version CO "IcheckWeb Envelope Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: 5775 W Mill Rd Location: Mattituck, New York Climate Zone: 4a Project Type: Alteration Vertical Glazing/Wall Area: 10% Skylight/Roof Area 1% Construction Site: Owner/Agent: Designer/Contractor: Building Area Floor Area 1-Dining: Bar Lounge/Leisure Nonresidential 1460 2-Multifamily: Residential 1322 Envelope Assemblies R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC Roof: Attic Roof, Wood joists, [Bldg. Use 2- Multifamily] 42.0 5.0 0.022 0.027 -- Roof: Attic Roof, Wood joists, [Bldg. Use 2-Multifamily] 42.0 5.0 0.022 0.027 --- Skylight: Metal Frame with Thermal Break: Glass, with 0.330 0.270 0.500 0.400 Curb, Clear, [Bldg. Use 2-Multifamily] Floor: Wood-Framed, [Bldg. Use 1-Dining: Bar 31.5 0.0 0.032 -- 0.033 -- Lounge/Leisure] NORTH Ext.Wall: Wood-Framed, 16in. o.c., [Bldg. Use 1-Dining: 15.0 3.9 0.060 - 0.064 - Bar Lounge/Leisure] Door: Glass (over 50%glazing): Nonmetal Frame, --- - 0.340 0.220 0.770 0.478 Entrance Door, Entrance Door, Entrance Door, [Bldg. Use 1-Dining: Bar Lounge/Leisure] Window: Wood Frame: Operable, Clear, Operable, - - 0.290 0.320 0.450 0.478 Operable, [Bldg. Use 1-Dining: Bar Lounge/Leisure] Ext.Wall: Wood-Framed, 161n. o.c., [Bldg. Use 2- 15.0 3.9 0.060 - 0.064 -- Multifamily] Window: Wood Frame: Operable, Clear, Operable, -- --- 0.330 0.270 0.450 0.478 Operable, [Bldg. Use 2-Multifamily] EAST Ext.Wall: Wood-Framed, 16in. o.c., [Bldg. Use 1-Dining: 15.0 3..9 0.060 - 0.064 -- Bar Lounge/Leisure] Window: Wood Frame: Operable, Clear, Operable, -. 0.290 0.320 0.450 0.357 Operable, [Bldg. Use 1-Dining: Bar Lounge/Leisure] Ext.Wall: Wood-Framed, 16in. o.c., [Bldg. Use 2- 15.0 3.9 0.060 --- 0.064 - Multifamily] Window: Wood Frame: Operable, Clear, Operable, --- -- 0.330 0.270 0.450 0.357 Operable, [Bldg. Use 2-Multifamily] SOUTH Ext. Wall: Wood-Framed, 16in. o.c., [Bldg. Use 1-Dining: 15.0 3.9 0.060 --•- 0.064 - Bar Lounge/Leisure] Project Title: 5775 W Mill Rd Report date„ 11/07/22 Data filename: Page 1 of 12 R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. 1.11-Factor SHGC U-Factor SHGC Window: Wood Frame: Operable, Clear, Operable, ..- 0.290 0.320 0.450 0.357 Operable, [Bldg. Use 1-Dining: Bar Lounge/Leisure] Ext.Wall: Wood-Framed, 16in, o.c., [Bldg. Use 2- 15.0 3.9 0.060 -•- 0.064 --- Multifamily] Window: Wood Frame: Operable, Clear, Operable, -- - 0.330 0.270 0.450 0.357 Operable, [Bldg. Use 2-Multifamily] WEST Ext.Wall: Wood-Framed, 161n. o.c., [Bldg. Use 1-Dining: 15.0 3.9 0.060 — 0.064 - Bar Lounge/Leisure] Window: Wood Frame: Operable, Clear, Operable, --- - 0.330 0.270 0.450 0.357 Operable, [Bldg. Use 1-Dining: Bar Lounge/Leisure] Ext.Wall: Wood-Framed, 16in. o.c., [Bldg. Use 2- 15.0 3.9 0.060 — 0.064 - Multifamily] Window: Metal Frame with Thermal Break: Operable, — 0.330 0.270 0.450 0.357 Clear, Operable, Operable, (Bldg,Use 2- Multifamily] (a)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Envelope Compliance Statement Compliance Statement: The proposed envelope alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 2 of 12 COMcheck Software Version CO 'checkWeb Interior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: 5775 W Mill Rd Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: Allowed Interior Lighting Power Proposed Interior Lighting Power Ilinterior Lighting TBD: No lighting fixtures specified Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 3 of 12 CO icheck Software Version COMcheck eb Exterior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: 5775 W Mill Rd Project Type: Alteration Exterior Lighting Zone 0 (Unspecified) Construction Site: Owner/Agent: Designer/Contractor: Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts I Wattage (B X C) Total Tradable Watts(a)= 0 Total Allowed Watts= 0 Total Allowed Supplemental Watts(b)= 350 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 350 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power Exterior Lighting TBD: Exterior lighting zone not specified (see project screen) Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 4 of 12 COMcheck Software Version CO checkWeb V#41* Mechanical Compliance Ceilificate Project Information Energy Code: 2018 IECC Project Title: 5775 W Mill Rd Location: Mattituck, New York Climate Zone: 4a Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: Mechanical Systems List Quantity System Type&Description Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 5 of 12 COMcheck Software Version CO check eb Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan ReviewComplies? Comments/Assumptions & Req.ID C103.2 Plans and/or specifications provide all ❑Complies [PR1]1 information with which compliance ❑Does Not can be determined for the building .envelope and document where ❑Not Observable exceptions to the standard are ❑'Not Applicable claimed. C402.4.1 The vertical fenestration area <= 30 ❑Complies [PR10]1 percent of the gross above-grade wall ':❑Does Not area. ❑Not Observable ❑Not Applicable _v ..m........... C402.4.1 'The skylight area <= 3 percent of the ❑Complies [PR11]1 'gross roof area. ❑Does Not ❑Not Observable ❑Not Applicable -402.4.2 ;In enclosed spaces> 2,500 ft2 ❑Complies [PR14]1 directly under a roof with ceiling ❑Does Not ;heights >15 ft. and used as an office, lobby, atrium, concourse, corridor, '[:]Not Observable :storage, gymnasium/exercise center, ❑Not Applicable convention center, automotive service, manufacturing, non- refrigerated warehouse, retail store, idistribution/sorting area, transportation,or workshop,the following requirements apply: (a)the daylight zone under skylights is>= half the floor area; (b)the skylight area to daylight zone is >= 3 percent with a skylight VT>= 0.40; or a minimum skylight effective aperture >= 1 percent. ....._� 2402.4.2• Skylights g 'ElComplies automotive service, manufacturing ❑Doe ._. Not [PR15]1 non-refrigerated warehouse, retail ❑Not Observable' store, and distribution/sorting area have a measured haze value > 90 ❑Not Applicable percent unless designed to exclude direct sunlight. -405.5 Group R-2 dwelling units have ❑ smplies [PR16]1 separate electrical meters. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 6 of 12 ........ ........ section # Footing/Foundation Inspection Complies? Comments/'Assumptions &Re .ID C303.2.1 Exterior insulation protected against �.... st ❑Complies [FO611 �damage, sunlight, moisture, wind, ;❑Does Not ;landscaping and equipment maintenance activities. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: rr 1 J±gh Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 7 of 12 Section # Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID ...... .__. ................. C303.1.3 Fenestration products rated in ❑Complies [FR12]2 accordance with NFRC. ❑Does Not ❑Not Observable []Not Applicable C303.1.3 Fenestration products are certified as ❑Complies [FR13]1 to performance labels or certificates ❑Does Not provided. ❑Not Observable ❑Not Applicable ..-�... ... ... ....... .....- �..._m_..........� C402.4.3 Vertical fenestration SHGC value, ❑complies See the Envelope Assemblies table for values. [FR1011 ❑Does Not ❑Not Observable ❑Not Applicable W_vvvvv...v «wawa__ C402.4.3 Skylight SHGC value. ❑Complies See the Envelope Assemblies table for values. [FR1111 ❑Does Not '❑Not Observable ❑Not Applicable C402.4.3, Installed vertical fenestration U-factor ❑Complies See the Envelope Assemblies table for values. C402.4.3. and SHGC consistent with label ❑Does Not 4 specifications and as reported in plans [FR8]1 and COMcheck reports. ❑Not Observable ❑Not Applicable C402.4.3.. :Installed skylight U-factor and SHGC ❑Complies See the Envelope Assemblies table for values. 4 consistent with label specifications ❑Does Not [FR9]1 and as reported in plans and ❑Not Observable COMcheck reports. :[]Not Applicable C402.5.1 The building envelope contains a ❑Complies [FR16]1 continuous air barrier that is sealed in ❑Does Not an approved manner and either constructed or tested in an approved �❑Not Observable manner.Air barrier penetrations are ;❑Not Applicable sealed in an approved manner. j www __wawa. _.... C402.5.2, ,'Factory-built fenestration and doors ;❑Complies C402.5.4 are labeled as meeting air leakage ;❑Does Not [FR18]3 requirements. '[:]Not Observable ❑Not Applicable C402.5.7 ;Vestibules are installed on all building !❑Complies [FR17]3 entrances. Doors have self-closing ❑Does Not devices. ❑Not Observable. j❑Not Applicable Additional Comments/Assumptions: ........ 1 H'Lgh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 8 of 12 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Regq .. C402.5.5, '.Stair and elevator shaft vents have ;❑Complies C403.2.4. motorized dampers that automatically ❑Does Not 3 close. Refernece section C403.7,7 for [ME3]3 operational details. ❑Not Observable ❑Not Applicable C403.7.7 ;Outdoor air and exhaust systems have ❑Cdsmplies [ME58]3 motorized dampers that automatically ❑Does Not shut when not in use and meet maximum leakage rates. Check '❑Not Observable :gravity dampers where allowed. ❑Not Applicable Reference section language for operational details, Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 9 of 12 .. ...... _.. ............. Section # Rough-in Electrical Inspection Complies? Comments/Assumptions & Req.ID _...__ .. ...� _ C405.6 :Low-voltage dry-type distribution ❑Complies [EL26]2 electric transformers meet the []Does Not minimum efficiency requirements of ;Table C405.6. ❑Not Observable ❑Not Applicable �...._ ..-............. � _............. _......... ........... C405.7 Electric motors meet the minimum ❑Complies [EL27]2 efficiency requirements of Tables ❑Does Not C405.7(1) through 405'7(4)" ❑Not Observable Efficiency verified through certification under an approved certification ❑Not Applicable program or the equipment efficiency ratings shall be provided by motor manufacturer(where certification programs do not exist). C405.8.2, ':.Escalators and moving walks comply ❑Complies C405.8.2. with ASME A17.1/CSA B44 and have []Does Not 1 :automatic controls configured to [EL28]z ;reduce speed to the minimum []Not Observable permitted speed in accordance with ❑Not Applicable ;ASME A17,1/CSA B44 or applicable local code when not conveying passengers. C405.9 Total voltage drop across the ❑Complies [EL29]2 combination of feeders and branch !❑Does Not .circuits <= 5%. ONot Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) �2J Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 10 of 12 ......... Section # Insulation Inspection Complies? Comment--...............s/Assumptions .................. & Recq.ID C303.1 Roof insulation installed per ❑Complies [IN3]1 manufacturer's instructions. Blown or ❑Does Not poured loose-fill insulation is installed only where the roof slope is <=3 in ❑Not Observable 12 ❑Not Applicable C402.2.1 Insulation installed on a suspended ❑Complies [IN20]1 ceiling having ceiling tiles is not being :❑Does Not specified for roor/ceiling assemblies. Continuous insulation board installed ❑Not Observable in 2 or more layers with edge joints ❑Not Applicable offset between layers. C303.1 Building envelope insulation is labeled ;❑Complies [IN 10]2 with R-value or insulation certificate ;❑Does Not providing R-value and other relevant data. ❑Not Observable ❑Not Applicable 0303.2 Above-grade wall insulation installed ❑Complies [IN7]1 per manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable C303.2, 'Floor insulation installed per ❑Complies 0402.2.4 manufacturer's instructions. Cavity or ;❑Does Not [IN9]z ;structural slab insulation installed in 1❑Not Observable permanent contact with underside of decking or structural slabs. 1❑Not Applicable 0402.2.1. 'Skylight curbs are insulated to the ❑Cmplies 1 ;level of roofs with insulation above ;❑Does Not [IN4]3 j deck or R-5. ❑Not Observable j❑Not Applicable _.. .. w C105 Installed above-grade wall insulation ❑Ccmlles See the Envelope Assemblies table for values, [IN6]1 type and R-value consistent with ❑Does Not insulation specifications reported in plans and COMcheck reports. []Not Observable' ❑Not Applicable j 0402.2.3 'Installed floor insulation type and R- ❑Complies See the Envelope Assemblies table for values. [IN8]2 value consistent with insulation ❑Does Not ;specifications reported in plans and 'COMcheck reports. '❑Not Observable ❑Not Applicable C402.2.6 'Radiant panels and associated [ Complies [IN18]3 components, designed for heat ;❑Does Not transfer from the panel surfaces to the, occupants or indoor space are ❑Not Observable insulated with a minimum of R-3.5. ❑Not Applicable C105 ;Installed roof insulation type and R ;❑Complies See the Envelope Assemblies table for values. [IN2]1 value consistent with insulation ❑Does Not specifications reported in plans and 'COMcheck reports. For some ceiling ❑Not Observable systems, verification may need to ❑Not Applicable occur during Framing Inspection. _.. . ....... ...._._. _ C402.5.1. All sources of air leakage in the ❑Complies 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked, gasketed, weather stripped ❑Not Observable or wrapped with moisture vapor- permeable wrapping material to ❑Not Applicable minim e air leakage. Additional Comments/Assumptions: ........ _........... _ v� 1 High Impact(Tier 1) 2 liviedium Impact(Tier 2) 3 'Low Impact(Tier 3) Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 11 of 12 Section # Final Inspection Complies? Comments/Assumptions & Re ID ...... _�..��. ; ...__..... C402.5.6 Weatherseals installed on all loading ❑Complies [F137]1 dock cargo door openings and provide []Does Not direct contact along the top and sides of vehicles parked in the doorway. ❑Not Observable []Not Applicable ......� _. _ __ C402.5.8 Recessed luminaires in thermal ❑Cornpll'es [F126]3 envelope to limit infiltration and be IC ❑Does Not rated and labeled.Seal between interior finish and luminaire housing. ❑Not Observable' ❑Not Applicable C408.1.1 Building operations and maintenance ❑Complies [F157]1 'documents will be provided to the ❑Does Not owner. Documents will cover manufacturers' information, [-]Not Observable ,specifications, programming ❑Not Applicable procedures and means of illustrating to owner how building, equipment and systems are intended to be installed, maintained, and operated. Additional Comments/Assumptions: =1H I act (Tier 1) 2 Medium Im act(Tier 2) li.•_ Cw wJ w h p p 3 Low lrripact(Tier 3) Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: Page 12 of 12 I NE YORK ' Parks, Recreation, and Historic Preservation KATHY HOCHUL ERIK KULLESEID Governor Commissioner September 9, 2022 Meryl Kramer Meryl Kramer Architect PO Box 1600 Southold, NY 11971 Re: DEC Old Mill Inn Elevation, Renovations, and Additions 5775 W Mill Rd, Mattituck, Suffolk County 21 PR06380 Dear Meryl Kramer: Thank you for your continued consultation with the Division for Historic Preservation of the Office of Parks, Recreation and Historic Preservation (OPRHP). We have reviewed the submitted materials in accordance with the New York State Historic Preservation Act of 1980 (section 14.09 of the New York Parks, Recreation and Historic Preservation Law). These comments are those of the Division for Historic Preservation and relate only to Historic/Cultural resources. We have reviewed the submission received on August 11, 2022, including the window drawings dated August 4, 2022, and manufacturer specifications dated July 26, 2022. Based on that review, we note that our March 28, 2022, condition has been met. No further consultation is required. If you have any questions, I can be reached at(518) 268-2170. Sincerely, Robyn Sedgwick Historic Site Restoration Coordinator e-mail: robyn.sedgwick@parks.ny.gov via e-mail only New York State Office of Parks, Recreation and Historic Preservation Division for Historic Preservation,Peebles Island, Po Box 189,waterford, New York 1 21 88-01 89 (518)237-8643•https:l/parks-ny.gov/shpo Daniel J. Goodwin Tel. (631) 765-3140 Superintendent Fax (631) 765-1750 Highway Department Town of Southold 275 Peconic Lane • P.O. Box 178 • Peconic, N.Y. 11958-0178 September 14, 2022 MARTIN D. FINNEGAN, ESQ. FINNEGAN LAW P.C. 13250 Main Road P.O. Box 1452 Mattituck, New York 11952 Re: Old Mill Inn SCTM# 1000-106-06-03 & SCTM# 1000-106-06-4.1 Mr. Finnegan, As discussed the Southold Town Highway Department would not object to the opening of the roadway between SCTM parcel# 1000-106-06-03 and SCTM parcel# 1000-106-06-4.1 for the purposes of replacement or future need of replacement of the sanitary main line. For circumstances such as these the Town of Southold has a road opening permit process which is administrated through the Highway Department. The road opening permit application can be found on the Town of Southold website or picked up at the Highway Department office located at 275 Peconic Lane, Peconic, NY 11958. Respectfully, Daniel Goodwin Superintendent of Highways Town of Southold V Y w✓ W_'Wwu✓ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DMslon of Environmental Permits,Region 1 SUNY 9 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www.dec.ny.gov September 14, 2022 The North Fork Project LLC c/o Anthony Martignetti PO Box 541 New York, NY 10012 Re: Application# 1-4738-02881/00009 The North Fork Project LLC Properly— Old Mill Inn, 5775 West Mill Road SCTM# 1000-106-6-3 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Kim Lamiroult Environmental Analyst cc: En-Consultants BMHP File �a 0a t to artmentof Wr^wmr�� ax is81C'�tR01"krt ental "w: Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02881 PERMIT e Environmental Conservation Law ( w " Under th......�._ .w__.... �...�. ..m�� x... �_ ._ _�..�... Permittee and Facility Information _.. .w-----_... -- Permit Issued To: Facility: THE NORTH FORK PROJECT LLC THE NORTH FORK PROJECT LLC C/O ANTHONY MARTIGNETTI 5775 W MILL RD11000-106-6-3 PO BOX 541 MATTITUCK,NY 11952 NEW YORK, NY 10012-0451 Facility Application Contact: EN-CONSULTANTS 1319 N SEA RD SOUTHAMPTON,NY 11968 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 706.136 NYTM-N: 4542.635 Latitude: 41°00'31.9" Longitude: 72°32'55.5" Project Location: Mattituck Creek Authorized Activity: Reconstruction of existing commercial structure; abandon existing sanitary system; install Innovative Alternative Onsite Wastewater Treatment System(I/A OWTS). All work shall be done in accordance with the architectural plans prepared by Meryl Kramer Architect last revised 6/15/22 (A-000.3, A-001, A-102), septic plans prepared by PW Grosser last revised 4/7/22 (C-101 and C-102), and engineered plans prepared by e2 Engineers dated 4/21/22 (S001, 5002, S100, S101, 5102, S200, 5201, S300). All plans have been stamped 'NYSDEC Approved' on 9/14/2022. KLL . ....�. ...............� .....-,, Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-02881/00009 New Permit Effective Date: 9/14/2022 Expiration Date: 9/13/2027 Page 1 of 7 VIEW YORK STATE DEPARTMENT OF ENVIRONMENTAL"Ni'"s L C N E VATIO Facility DEC ID 1-4738-02881 ....... .w... .�....... ._..._...... ........... .. ..__. ��._.eee ..�NYSDEC Approval �� ..�_ .. ... .._ - By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:LAURA F STAR, Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature:. Datc � 2-2, ..... ..� Distribution List EN-CONSULTANTS Bureau of Marine Habitat Protection File ....... ��.�W�. ...�. Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS . ...,. NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Meryl Kramer Architect last revised 6/15/22 (A-000.3, A-001,A- 102), septic plans by PW Grosser last revised 4/7/22 (C-101 and C-102), and engineered plans by e2 Engineers dated 4/21/22 (5001, S002, S100, S101, 5102, S200, 5201, 5300), 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. Page 2 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02881 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the wv at er. 4. Storage of Equipment, Materials The storage of constt°rection equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 7. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 8. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 9. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 10. Overwater Structures No portion of the reconstructed building and deck structure shall extend seaward of the existing footprint. Overwater structures shall not be expanded upon. 11. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) Septic Systems This permit authorizes the installation of any models of I/A OWTS septic system which have received the approval of the Suffolk County Department of Health Services (SCDHS). If SCDHS rescinds its approval of one or more of these models during the term of this permit, DEC will no longer approve new installations of that model. The list of I/A OWTS systems which have received approval by SCDHS are found on the Suffolk County Website under the Reclaim Our Water-Homeowner section at: Overview of Provisionally Approved Technologies. 12. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) The permittee must maintain, service and repair the installed I/A OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services (SCDHS) permit issued for the system. 13. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. Page 3 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02881 14. Wood Preservatives a. Pressure treated wood used for construction of in-water structures must have undergone a treatment process approved (stamped or otherwise marked as certified) by the American Wood Preservative Association. b. Wood treated with Pentachlorophenol (PCP) must not be used in marine or brackish waters. Wood treated with PCP must be aged in the open air for at least three months prior to in-water use. c. The use of creosote treated wood is prohibited both in the water and upland areas. d. Chromated Copper Arsenate (CCA) pressure treated wood must be clean and free of CCA surface deposits. Wood with surface deposits must be washed for at least 5 minutes under running water prior to use. The washing must occur greater than 100 feet landward of any regulated wetland and/or water body. (Note "E." below for handling wash water.) e. Any wood debris such as sawdust or wash water must not enter any water body, including wetlands or protected buffer areas. 15. No Additional Docks Installation of additional docks at marinas, boat basins, or other commercial facilities is not authorized by this permit. 16. No Structures on Pilings No structures, other than structures specifically authorized by this permit, shall be constructed on pilings without further authorization from the department (permit, modification or amendment). 17. Pilings at Property Lines Pilings shall not: a. extend laterally beyond property lines, b. interfere with navigation, or c. interfere with other landowners riparian rights. 18. No Dredging or Excavation No dredging, excavating or other alteration of shoreline or underwater areas is authorized by this permit, nor shall issuance of this permit be construed to suggest that the Department will issue a permit for such activities in the future. 19. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department(permit, modification, amendment). 20. Materials Disposed at Upland Site Any demolition debris, excess constriction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 21. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. Page 4 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02881 22. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 23. Precautions Against Contamination of Waters All necessary precautions shall be taken to precl,i,de contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated`vith the project. 24. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 25. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. w. __. ... . GENERAL COITIONS - Apply to ALL Authorized Permits ....._._..... .._.. m�..m . w.. _.. .... �. 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. Page 5 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NNW Facility DEC ID 1-1738-02881 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for pen-nit transfer should be submitted prior to actual transfer of ownership. Page 6 of 7 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02881 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7 NEWYORK Department of STATE OF OPPORTUNITY. Environmental - - Conservationt I NOTICE I The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number1UM ��.1 SUSAN ACKERMAN Expiration Date _ NYSDEC ENV PERMITS 3 � SUNYOBTONY BROOK 80 CIRCLE ROAD NOTE: This notice is NOT a permit STONY BROOK; NY 11790-3409 y1 ,;+�� `e�m"rW4,.NrrntNrtXP�dn�,r;w. Xnn«uwrren ll(k,�59, � �,-s xru afl!(lmw fra narl iw� " �Yti'�u wru rallxr '.�, r�H.Gf.rmurr Jwnli ma��"'�;v.,,. i "a�nFw��;ww�Ytilx�(�i4'X,Y m . <:r n,ry"»� c vv: , ,w ,: ,: rm✓ x rkm' m mr ,n,m mi.,, ro urr.. ,r nu,a from nwi ir.y i r rxmrrm.^,. r cif rnwix m rr x„vrvr;nx/rrxr.,�yrr'�"n wrMM rmimymvo✓rrrx uro .rtrx r n rrrnn l er „ixrn am nAreunrr,rarmnir no-a,w,wumn,mr: , , , r / BOARD OF SOUTHOLD TOWN TRUSTEES r SOUTHOLD NEW YORK j PERMIT NO. 10084 DATE: FE13° UARY 16 2022 ISSUED TO: NORTH FORK PROJECT. LLC PROPERTY ADDRESS: 5775 MILL ROAD,MATTITUCK �, SCTM#: 1000-106-6-3 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in �✓i I accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 16,2022, and in consideration of application fee in the sum of$250.00 paid by North Ford ro°gct1LC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to renovate and modify existing commercial building(Old Mill Inn,originally constructed circa 1821), by raising in-place a 1,455sq.ft.,2.5 story portion of building 4.5 feet , over new/modified piling foundation (with interior renovations); removing and replacing in- place 100sq.ft.,one-story portion of building with 1.5 story space over new piling foundation With attached 30sq.ft.wood stoop and steps for access; removing and replacing in-place 1,310sq.ft.one-story portion of building with 388sq.ft.one-story open porch and 922sq.ft, of open wood deck and steps over new/modified piling foundation (design emulates original building footprint); removing 107sq.ft. one-story portion of building and 22sq.ft.cellar entrance; and constructing a 127sq.ft. ADA compliant access ramp; replace surface of existing 665sq.ft.wood deck to remain; remove and replace masonry walkway; upgrade existing sanitary system with I/A OWTS system; install stormwater drainage system; remove existing LP tank and fencing; and temporarily remove and replace overhead utilities; and as depicted on the site plan prepared by Meryl Kramer Architect, last dated December 17,2021,and stamped approved on February 16,2022, 1N WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Sea]to be affixed, and these i presents to be subscribed by a majority of the said Board as of the 16th day of February,2022. 1 i r ' mow r ap AL RUN , w . ,.. , i xl �Ip Mli[f61Ldr(MNlaNII dNl'�, AMtlf. rNX rl Y w ,;a Hu�uW.a(,n M .,l4%d✓xrrnlow;MP�.k'WW./.,flltim,n..,rJn4 r�J,nr�UlJWllhi�r,:6!/r1Ca1AV�Hu.Klr(/»1N J6ovRrllMttdl�;J-�le�lur,«✓nulVdrl'9/cA,itt VwuG',/lr,,,R syr ;WDM n/(::4W/iFdfi91 r�!V4uw.6p511 rrf�nlll,�lJVkU%,YfllryVl aU,p/6Y!✓,Fk ,frr�f;nl SIHN, .IdW WllAtl{��wN�lYr lfo4^,w,�l�i iy;,p �lF,rq ; �I 8 � �7 �""'+n�i�>•r u�,t�'1�" �uu� �;�� 41�r Ni�l�u X4'7 �1N�i "'� , TERMS AND CONDITIONS The Permittee North Fork Pro"ect LLC residing at 5775 Mill lload Mattittick blew York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: I, That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense,defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2, That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3.. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4, That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5, That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. T That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8,. That the said Board will be notified by the Permittee of the completion of the work authorized. 9,. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. S- OU T- HOLD - TR,, USTEES No. fO48� Issued To °� RtOMZr ''Lc-'* t.r6• Date= Address -^W#rU4 K .THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION .TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765-1892 Glenn Goldsmith, President V�f Town Hall Annex »� A_ Nicholas Krupski, Vice President +� " "� 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly t Telephone(631) 765-1892 Elizabeth Peeples ', ► Fax(631) 765-6641 CNTi BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction % constructed K When project complete, call for compliance inspection; Glenn Goldsmith, Presidentsoar Town Hall Annex A. Nicholas Krupski, Vice President54375 Route 25 P.O. Box 1179 Eric Sepenaski ALSouthold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples ► Q Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD . , Storm Water Runoff With recent heavy rainfalls, we are reminded once again of the problems Southold Town has with storm water runoff. With over 100 road ends terminating at creeks, bays,inlets, or Long Island Sound, as well as all of the lawns and homes lining our miles of shoreline, 100's of thousands of gallons of storm water runoff enters our wetlands-every year. Carrying sediment that prevents sunlight from reaching aquatic plants,nutrients from animal waste and lawn fertilizers that promote algae blooms detrimental to shellfish;and bacteria and other biologicals that in high doses can be' harmful to swimmers,storm water runoff is one.of the Trustees main public safety concems. So important, in fact,that Southold has a Storm Water Management Code. Southold Town's Chapter 236 provides an outline for how people need to deal with storm water runoff from their properties. For example, new construction or renovation is required to contain any potential runoff to the wetlands from the construction by installing hay bales and silt fencing. This acts as a barrier and keeps our wetlands clean. Another example in Chapter 236 is that every building must have provisions to collect and disperse, ON-SITE,at least a 2 inch rainfall. This is usually handled by installing gutters, leaders and drywells to the home. The Trustees also have a standing policy of requiring pervious non-turf buffers along bulkheads and at tops of bluffs that help keep run off from entering the wetlands and prevents erosion to bluffs. These are important measures to keep our wetlands safe and clean! Before deciding to renovate or build, the Town Trustees urge you to check our website and the other department's websites to make sure what you are planning to do meet the Town's Code. These codes have been developed for the good of all citizens. And the wildlife all around us too! Glenn Goldsmith, President � � � �„, Town Hall Annex A. Nicholas Kru ski,Vice President �� 54375 Route 25 p P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 24, 2022 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: NORTH FORK PROJECT, LLC 5775 MILL ROAD, MATTITUCK SCTM# 1000-106-6-3 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, February 16, 2022 regarding the above matter: WHEREAS, En-Consultants on behalf of NORTH FORK PROJECT, LLC applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated December 23, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the-Local Waterfront Revitalization Program policy standards, and,- - - -- WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on February 16, 2022, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, _2 TY N WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of NORTH FORK PROJECT, LLC to renovate and modify existing commercial building (Old Mill Inn, originally constructed circa 1821), by raising in-place a 1,455sq.ft., 2.5 story portion of building 4.5 feet over new/modified piling foundation (with interior renovations); removing and replacing in-place 100sq.ft., one-story portion of building with 1.5 story space over new piling foundation with attached 30sq.ft. wood stoop and steps for access; removing and replacing in-place 1,310sq.ft. one-story portion of building with 388sq.ft. one-story open porch and 922sq.ft. of open wood deck and steps over new/modified piling foundation (design emulates original building footprint); removing 107sq.ft. one-story portion of building and 22sq.ft, cellar entrance; and constructing a 127sq.ft. ADA compliant access ramp; replace surface of existing 665sq.ft. wood deck to remain; remove and replace masonry walkway; upgrade existing sanitary system with I/A OWTS system; install stormwater drainage system; remove existing LP tank and fencing; and temporarily remove and replace overhead utilities; and as depicted on the site plan prepared by Meryl Kramer Architect, last dated December 17, 2021, and stamped approved on February 16, 2022. Permit to construct and complete project will expire two years from the date the permit is signed, Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Ver 'truly yours,, Glenn Goldsmith President, Board of Trustees GG/dd ti BOARD MEMBERS Southold Town Hal Leslie Kanes Weisman,Chairperson 53095 Main Road - P.O. Box 1179�� Southold,NY 11971-09-59 Patricia Acampora µ Office Location: Eric Dantes Town Annex/First Floor. Robert Lehnert,Jr. �� 54375 Main Road (at Youngs Avenue) Nicholas Planamento � � � �d Southold, NY 11971 COU ou http://soutliol(Itownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809 -Fax (631)765-9064 December 28, 2021 Martin Finnegan, Esq. 13250 Main Road Mattituck,NY 11952 RE: Appeal No. 7573, North Fork Project, LLC 5775 Mill Road, Mattituck SCTM No. 1000-106-6-3 Dear Mr. Finnegan; Transmitted for your records is a copy of the Board's December 16, 2021 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. If you have any questions, please don't hesitate to contact our office. Sincerly Kim '--. Fuentes Board Assistant Encl. cc: Building Dept. BOARD MEMBERS Sol Southold Town Hall Leslie Kanes Weisman,Chairperson � � 53095 Main Road- P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora y Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. , 54375 Main Road (at Youngs Avenue) Nicholas Planamento », � South l 151 http://southoldtownny.gov ZONING BOARD OF AP"P"EALS 02 TOWN OF SOUTHOLD 51 t.lold To Clerk Tel.(631) 765-1809 -Fax(631)765-9064 FINDINGS,DELIBERATIONS ANIS DETERMINATION MEETING.OF DECEMBER 16, 2021 ZBA FILE: 7573 N� I�,ME OF APPLICANT, North_Fork.Project, LLC/Old. Mild Inn PROPERTY LOCATION: 5775 Mill Road (Adj.to Mattituck Creek),Mattituck,NY 11.952 SCTM:., 10007-106-6-3 SE R.A 'DETERMI IATIQN:The Zoning Board of Appeals has visited the property under consideration in this, application and determines that this review falls ttnder the Type II eatery of the State's List of Actions,without further steps under SEQII . SUFFOLK CO TY ADMTNIS TI 'E CODE: This application was referred as required underthe Su folk County Administrative Code Sections A 14-1 to 23, and the Suffolk County Department of Planning issued its, reply dated August 26,2021 stating that this applioetton is considered a platter for local deterMination as there appears to e no significant county,-wide qtr inter-community impact, LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Towyn. Code and the Local Waterfront Revitalization Program (LWRP)Policy Standards.The LWRP Coordinator issued a recommendation dated November 18,2021. Based upon the information provided on,the L, Consistency Assessment Dorm submitted to this depto, ne tt, as,, well as,the records available; it is recommended that the proposed action.is CONSISTtNT with L'4 '�ICP Policy 2 Pres e historic resources of the ;Town o Southold'and therefore is CONSISTENT with the LW The recommendation is based upon the fact that the building was constructed pre-zoning and is a cultural asset to the community, TOWN OF SOI T1-1OLD PLANNING BOARD; The Southold Town Planning Board upon request reviewed the application and replied to the ZBA on October 21, 2021 and offered support of the variance request for this application. "This historic building is a community cultural asset that was constructed prior to the adoption of zoning regulations in the Town. With consideration to this important fact; the Planning Board recognizes that in order to `renovate and retain' these historic, non-conforming, pre-existing structures, substantive relief that supports the goals and objectives of the Cultural Resource Chapter of the Southold Town Comprehensive Plan is necessary. The Planning Board supports the setback and lot coverage variances for the building with the following two concems: 1. The protection of the water quality in Mattituck Creek is important. Confirm the function and type of the sanitary waste system and that stormwater controls are in place and proposed. Page 2, December 16,2021 #7573,North Fork Project, LLC SUM No. 1000-106-6-3 2. Address parking of employees and customers within the Mill Road right of way, accessibility, function and adequate fire protection of the area if vehicles are parked in the roadway." R PERTY FACTS,/DESCRIPTION: The subject, non-conforming, 4,829 square feet, .11, irregular-shaped waterfront parcel located in-the M-II zoning district measures 15.81 feet and 98.35 feet along.Mill Road,-then runs east 53 feet along Town of Southold lands known as "Easement No. 1" over a concrete ret I Mning.wall at - -- - t6 appar tit ugh *ati marl --,-d into t ie Mattitu k Creek,th n t i l+ t lxt a Collo+ t�txitcture aid'runs paver Mattituclt Creek 32 feet north (the structure is cantilevered over the water), 15.01 feet and continues north 80, feet connecting the building to exterior decking over water and then returns 46.58 over decking,'the creep and. wooden,b4lk-headang to an;upland earthen area at Mill load. The subject parcel.is-developed,with a historic one aindone-italfstory wood-frame building(formerly an 1 g 'Century tidal mill),wooden bu'lklicad,.wood deck with raili'hg and a floating wood dock as shown on the survey prepared by Nathan Taft Corwin III; Land Surveyor,and-last itpda,tedfor lot coverage on June 2,2021, The sujwt property also. ntrols two easement areas (Easement Np., I and,Easement No 2).owned b)!.the 'I"owrq of-,South and a separate lot where the wash-grater unitary system Is ]cca.tcd» ase. lent Noy 1 is'atu. irregulars 'Apo'arld muasuros 53 feet along the sovtherri lot line of the subject prppe toand o rot the.Mattttttcl . creek and oventt !ues 6.8 apparent a d. Inlet, then continues the act and' gn"��r mark on '.�� fr guns t. over `6 9" fee along th n . lwatti;tuc he Cree pn e cre roc s at , . X3;75 feet o rocks of th 21 43 feet at Mill "Load and rns along radius, i 7 feet and X8.32 feet, alpng Mi1i Road Thi.s;#rea_is used b tho.. ppi�cant for.atoragp,access to the existing,structure.and alsocontainsa propar£e tai*used by tho applicant Ea emetif No'. is located ou the . .. It side c fMtll.Road,.I c ng ernentNo: I and.�s also trmg lar-shaped Arid measures , 9 fejt and; 2 feet alrrz g uIi11 Road,there, urssouthwest26.4 feet along"a separate lot owned b t1 c applicant,,then continues. 26,60- feet.along a commercially developed lot,to,the Isouth.and continues 17.57 feet along the same lot and tato�P 20oross flee street from the arab"act�ts used for storage by t&�e ppl�ca Tl�,e se(paa �1�t i is whet , thea licant,a .s area eet back to Mill Road. This nt� owned by .l arcel is known as C"IM. 1000-106 6-4 l tlaiis area e the sanitary systerrl set vicing the subject property i located)» It measures 1:62.15 feet, flier.continues 134.3 Eget alorl .lvlill Road, than crosses the to of Mill Road and rums cast 5 .97 feet.o the lIattituck Creek g s 611:27 feet along a rndnially devoloped and follows a wood bulkhead 35.2 feet alon the creek,.then run lot and continues 295.99 feet back,to Mill Road. The parcel contains.the.Easetr�ent No;.2 area;a frarrie garage. ani a one aril two r good-frame building and the wastewater treatment facilityy fpr the s �ject ro_perty„ Easement area No. I and leo, 2, along with the separate lot, owned by the applicant, known as SCTM: 11000- 1,66-64.1 000-1 tf -6 .i are all integurally intertwined and developed and used as a single parcel developed prior to zoning_and, as part of a mill complex and later access point to a no.longer existent.bridge, BASISF Ina ctor' Jun APPLICATION: Request for Variances from. A p ArticleXIII, Section, 280-5 and thets�and e e 30 2 1 Notice of Disapproval based on an application for orrnit.to construct addition altet tion to an existing restaurant;at ]) located less than the code minii7num rrcquir d ironi yard setback of 35 feet; 2)locater .less`tlian flee code minimum required rear yard setback of feet; ) located less than the code minimum required side yard setback of 25 feet;4)more than the code permitted maximum lot coverage of 30%; located:at: 577.5 Milt Road, (Adj. to Mattituck Creek)Mattituck,NY. SCTM No. 1000-1.06-6-3. RELIEF REQUESTED: The applicant requests several variances to alter,renovate and restore a non-compliant, Pre-existing restaurant building in the MII Zone, and make it FEMA compliant, requiring a front yard setback of 35 feet, where the applicant proposes 10 inches; a required rear yard setback of 25 feet, where the applicant proposes 8 inches; a required minimum side yard setback of 25 feet, where the applicant proposes 0 feet; and maximum lot coverage of 30%, where the applicant proposes 69.1%. As part of the application, the applicant Page 3, December 16,2021 #7573,North Fork Project, LLC SCTM No. 1000-106-6-3 proposes to reduce structural lot coverage by 2.7% and restore and renovate the restaurant to include, when complete: 1,455 square feet of one-floor, interior restaurant space with second floor living/storage; 388 square feet open porch and 922 additional square feet of exterior, open air decking. ADDITION L 11"+11M O TION: The subject parcel was develop od in the early 19�'Century by the Cox family asPr a bition ane'known foir i� t vooa from �r��t�u�r catiifevere over � r popularized during' o al rest mill and w y �' Century, �. . _. hi __._..." ..., , bit' p __ _. sllovwing access for deliveries by boat,rumored to have been,used by `rum-runners'. The existing Old Pill striioture lies on a non-conforming 4,829 square deet p' ar&eYwhich is partially tiriderwater tii,404th a large portion of the, structure cantilevered over"the creek• A small area of existing improvements nts lies within the adJacent.1,165; square feet easement area (No. 1) In order to preserve this deteriorating structure, the applicant proposes'to` ' elevate the existing two-story restaurant structure, �5 feet (to,-achi"eye FE A. compliance) .arid replace ari4. reinfored the existing steel and timber substructure. 3:89 squaire feet of the existing dine-story structure (main,, dining hall of the rdstatirant) will be, mmovYed,awnd replaeed o�ith a .one-story- pen-air porch. along with :the removal o,f the remainder of the one�stor- stiru, tare,,w,hich will be replan +eduwi h open air decking. Exterior upgrades including.siding, windo ws, doprs,and'pbof will,bc completed as part of the scope off"work Overall, the applicant propr►sbs to maintain xistirig onditiians°ww,rhile redticii g.lot-cpverage'frorri 1to 69.1%, The subject property isnot listoed.on the Society for the Pre siervation-of Long Island Antiquities rine is it,listed on the.Town of Southold Historic I'r servatibb Commissiorr . Mill Road, at an earl er.tii e, crossed the Iao<Iattitkio~elo roek at the subledt parcol visas swing;l rid that vias . rerlioved after, toriri'.o Am a in tho lattd,1 50's =iso rRtent area Itilo f is,fot ccoy the bring landing i the westside access point: Ciirroritly, ;Mill"Road tgrmi ite i4 int of the sal J00t parcel acid o ll''Ws ac e$a I.to two .: property owners south ofthe°site, Additiorisil y, 'till Load,his,spiv -.4p a parking,,arca.fair the ubje tt prop` Thea iicant provided copy. of the deed to.the rd pp ..p per rp Easement Agt°eernent�betw�n the.Town of Southold and the appllant,vi+hich° ttates:" "ltorrea ,Grantor lids dotriined thalalae l3isrnent area i no'loriger. y ante aid senores no public nee r benefit ,�� used or madntained b . too Town of`Southr Id-or it ,resi Multile images ofthe s p i structure,were,sr� plied illustrating the building's evolution,over 120 yearsi from a gristw mill to popular,alar,waterside restadrant, zany ietters.of support were received prior to t it:public hearing or this. a plication. farmer and area neighbor spoke about the importance of maintaining this structure for the comma ante of the t;t structure al during personal tostii�on about their ancestors who worked on the building and. community's benefit,they also share g the 19 " Century, The subject parcel is the recipient of ZBA decision #.959 issued October 6, 1966 allowing placement of directional signage(now noir-existent)at varipus points leading to the restaurant. During the public hearing the applicant stated that :they are currently seeking approval for an �ipgraded Innovative/Alternati ve sanitary system with an application pending with Suffolk County Hoard of Health. The proposed upgraded system will be located across the street from the subject parcel, located ori lands owned by the applicant and known as SCTM: 1000-106-6-4.1. This lot'is developed with the current sanitary system serving the existing restaurant and it is also improved with a one and two story wood frame `tower' structure, previously used for storage. As part of the public hearing the applicant stated that they are reducing interior restaurant occupancy from an existing 150+seats to an overall, interior, occupancy of 50, including the bar area. The applicant proposes an Page 4, December 16,2021 #7573,North Fork Project,LLC SCTM No. 1000-106-6-3 additional 35 exterior seats contained on the porch and decking and will retain a portable`port-a-potty' bathroom for deck patrons to reduce the need for on-site wastewater management. No kitchen cooking facilities are proposed for the restaurant and the exhaust system(currently visible from the water)is proposed to be removed as part of the application,along with the removal of the stone fireplace in the bar area. A modest size,all electric kitchen was discussed to fulfill food preparation needs for restaurant patrons, although this was not included in p _n provided.a� .^ �4 a p es they would like to maintain employee.housing on the second floor the fans The applicant indicates _. _ _... _...._..... of the structure or use this space as personal au ang or storage. Np,plans were inched an tTae appis tion to illustrate residential use on either the subject site-or the `tower' property across Mill Road, also oven by the Applicant,where the proposed UA sanitary system servicing the.restaurant is to be located. FINDING5 QF FACV,REASONS F ;R BOARD ACTION: The Zoning Board of Appeals" held,a public hearing on this application on Dtc,ernber 2, .02lat which time written and oral.evidence were presented. a sed upon all testimony,,documentation,pe�rsonol,anspe taoripf t, Board finds the fo, owing faets,to he.property and sub ottnding neighborh�aod,and other evidence,the ming be ttvo and r6levant,and males the following findings: 1. Town Law' � p g . 26�"-'b 3 1 . Grant of the'Variances,wall not roduce an undesirable change art the charopter of the neighborhood or. a detriment to nearby properties. The ld.M�li,stands alone at the"end oaf fest ��Il, Read sorlaewha rerra to from acay ofthe nearby a�esWezatial struduros. The,strong"s Matiraa operatian,laes to the: south4 The Ol Mall i .in fact anJnte l part of th ch�actt�s of the.surroun �n community that is beloved'by tb,e residents o . attituek and the_entare town The reliefsott pt as,essential to,allow tics strgo4ire con ttt tae., torenlaen the chraoter of the ndighbo for deeades to poorne Alt'df the-prtappspd trriprovernents r?ill rplacp or existing sttuctucea that r'o irrraiiarly ring con;ormang Numer�rus letters I,P sdp�aort firont a�elgltlk r¢ tog re;i tion rbe an enhanthe�attttttck.�reek acid oti et rnem,a to `tl�e eommtlrttt +` a�xafir , to the; d la on both sides of , , ole.: , . I a. w ll: .. , ,. .. cnt to thenearl . prop�aes. .. , erne Town Lary 267_pli,=t topursue,orla than art ar variance„p e beneou ht bhtthe ltcafit coot be 2. b3 l The . mefit s�u by-the feasible for the a gable awe doper the valaatde tenet* This y pp achi' lay an p reel is perhapa the most eorxsttainod parcel, ita the Town of Southold. The Benet xts sought are not pefsonal to the al?plieant;they are shared by ity, by way of the preser atiort and,restoration of a beleved;historic" ctute and re taI ut�antr Due to the ektent of, the pre-Cxistin tion-conformities., them is clearly no conceivable way to restore the Old Mill inn without the request relief. 3. Tpwn Law L267-b 3 gran in are mathematically substantial,he repeating b Tl1e variances ted hem and setbac ,Il!� relief from t e 71.56/o relief from'the code relative to reduced rrmaa3amum front 00% relief from the code relative to rediae y to reduced minimum. rear;yard setback, 100% end minimum.gide hard . setbiack,and 39.10 increase over maximum let coverage'of 30%as allowed in the+M11 Mine per code. However,. while the set=back relief may be mathematically substantial, it is not practically substantial since it will only, allow what has bee 'on the site for 20years'to remain. Absent relief,the structure wi11 continue to deteriorate and will eventually and inevitably be-lost. As for excessive lot coverage, the proposed improvements will actually result in a decrease from the existing 73.7%lot coverage to 69.101. Moreover, if the square footage of the easement area(s) and the owner's additional lot where the subject parcel's sanitary system is located are considered, the net lot coverage would be substantially less. 4. Town Law 267"- J b 4l . 1" o 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 Page 5,December 16,2021 #7573,North Fork Project,LLC SCTM No. 1000-106-6-3 applicant must comply with Chapter 236 of the Town's Storm Water Management Code and an IA sanitary system is proposed to further protect water quality. 5. Towta Lrar±v X67-1 3 l 5 The difficulty has been self-created» The ap l caant purchased the pareel after the:Z ning:Code was inn effect and,it is presumed that the applicant had actual or constructive knowledge of the u the Zoning Code i p e of nrchase, limitations.on the use ofthe parcel under_...___.m.m effect nor to or at the tt..___. u . ..,a ._. _. . 6. Town,'Law ant of the requested relief"is the minimum action necessary and adequate,to,enable. pp Mawr +p ' . �r compliant, restored and rertoyAted historic tidal ma�il� preyiously the.-a lioant to en o the benefit of a FNMA c Poneked td�a restta r nt to.include, when complete: f,�4 ,square feet of ono-;flo6r, interior resaurae t sp g with second floor livinoto rage; 388 squire feet open porch. n additiorma ,s uhre feet df exterior;open alt decking while preserving and protecting the character of the neighborh`egd and the hetalth,safety and.wplfaro of rrr the comunity.' .. . RE-SOLUTIONOFTHE-BOARD: Inc nsideripg all,of the abo�re f cttat Arid,applyio the Cbalapci g test t*er, . y , e mrided by l tuber Acarrappra,. and dul"` is [ . rl� To, n e Lavi X67-B�, motion was o�`et��ed.b Member lan�,ento g canted, o the variances as appkied,for, and shown on Site.Plan and-Arpbiteotural Plans prepared by. beryl I�rarrte ,ohitect,,aod.last reyisecl duly 31I,2021. A.qq r 1, .T1aJo1 ? ew Y � tpet n �w11 Vie . � � rovaor tea prowsea.e� tp por to c? pinerrigt � 1�nc . fhispll;` �o b r v ped to the �otr'n So4rd afA royal to . .. . . ,g .. . pl?.°, . w -, n pflq �ls� .�o�a wa.•p + .. ratio r to art b ��rr sat pp�l� . 2 `The appticant� h ll r�eiye.Suf`oik onp ]C3e a ent o eaith.s^e�iges a P ?v l or rp a1,l t on . r a wr�u' to t tiAr'tt atxxtent aystein sgitabJo,het the pm p ased,ree. . the appljcaq shall recetve,Town of 86�thgld Trr stee al pvaJ the.prp ,6scd-al)*ratfons, 4» .The e,ctertor p chi tq ret gain open as l�anheaf`edlundondition space'wJ0 out the ben fat of scr�ning, windows,0f,anOnclosOre of any kiad other than the,propogel roof'; . 5. All deel�ing is to remain open to the sky,. 6. Bio exterior aMplit ed rrmusio of any kind is permitted. This approval shall not he deemed effective until the required conditions gave been met.At the discretion of the Board of4ppeals,fail"ure to comply with the above conditions may render,this decision null and void That the above conditions be written into the Building Inspector's(C'eftifacate of OccupanFy, 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. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays andfor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Page 6, December 16,2021 #7573,North Fork Project,LLC SCTM No. 1000-106-6-3 Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan andlor survey cited above, such as alterations, extensions, or "em olitions, are not authorized under this ap plication when involving nonconformilies under the zoning code, This action does not authorize or condone any current or future use setback or other feat qre ofthe'subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are Opressly addressed in this action. In the event that this is an approval subject to condition& the aper oval shaBl raot b gemedeffective,until such time that the foregoing conditions Pursuant to Chapter 280-146(B of tho Code,of the Town of$0 ahold any armee granted by the Board of AppeA6 shallbe orne ne I aad"void,where 4 CeAffica- te,of'Oecu"pincy has not risen procorod, and*asubOiv'i'sion map has'not,been,0010-d-with,MeSOITO)k County Clerk,within three�3)years from - the date such variance was granted., The,Bo4rd,bfAppeal� may,, upon written request prior to the'dat'O p n of e:i ii,'tip hnt an'extea Vote of the Ird: Ayps:'Members Woismah (Chairperson)D4ntes,Acampora, Planamento and Lehnert. ' `his RosolutioWas doly.Adoptq4(.5-0).' A,p u �M 00 0.4 CPy 80 EAST MILL ROAD 6• ► 1000-106-4-3 � SCTM# r, (IMPROVED W/ PRIVATE WELL) EASEMENT No. 1 LEE LL — 112— &AI County Department of iealth-qav APWvW fet Cougmtion Than Sirgle EXIST. PROPANE TANK TO BE REMOVED C Z-1 Design FIc PROP. 4' 0 CB Us 1- dc� Ln -1-nm Plauhave bftn reviewed for Seneral cof nx COHMY Department of Flealth Services madurds,reiating wand sewap dispoW. PkegWless of any or issi0o incons )f detal congruction is required to be in accordance wi permit conditions mid applicable standards unless specific Lthe t. This vet expires 3 ycarsfrom the uWasextendedorr-enewed, VIAip a a, v e Reviewer - EXIST. WELL TO BE 2 � ABANDONED ' -� S 84'08'20" W GENERAL NOTES: 1. ALL PROPOSED PIPING 2. SANITARY SYSTEM SHA SCDHS REQUIREMENTS 3, ALL ELEVATIONS ARE IP 4. NO PROPOSED STORM SYSTEM,UNLESS OTHE FVv WTOfNOWW- o CO X o (W Lel w m a LTJ t 19 LLI Q • 15 w "\ cWi J ! 5 3 WWW LU �, Q •F- 955 26 0 Of CL4_ 04 Z aZ � E _ a ° O _` vto a Fl to CA� R o _ 1 f 3 5 �00 "It is a violation of the State Education Law for any person, Architect of Kecord: 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 Am 5---� EXISTING SPRINKLER PIPING TO REMAIN PRESSURE REDUCING VALVE ACV ALARM CHECK VALVE GAL GALLON Item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his ima � ---� EXISTING SPRINKLER PIPING TO BE REMOVED ♦-+ GLOBE VALVE AFF ABOVE FINISHED FLOOR GPM GALLONS PER MINUTE or her signature and the date of such alteration, and a ---- --- specific description of the alteration." �'+ Q W~ ALM ALARM GEN GENERATOR This plan is approved only for the work indicated on the IP c 1 e c y U r e P.c. application specification sheet. all other matters are not to be NEW SPRINKLER PIPING PIV, POST INDICATOR VALVE AFA AUTOMATIC FIRE ALARM HC HOSE CABINET relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC _O PIPE TURNING UP ASKLR AUTOMATIC SPRINKLERS HCONN HOSE CONNECTION in accordance with applicable codes. PIPE TURNING DOWN b FIRE HOSE RACK ATS AUTOMATIC TRANSFER SWITCH HYD HYDRANT 2410 NORTH OCEAN AVENUE SUITE 300 �j- BOTTOM PIPE TAP -0 HYDRANT, ONE HOSE OUTLET AUTO AUTOMATIC IN INCH, INCHES FARMINGVILLE, NY, 1 1735 AVE AVENUE JP JOCKEY PUMP T G31 .320.3305 F G31 ,320.3307 -�c�-� TOP PIPE TAP PUBLIC HYDRANT, TWO HOSE OUTLETS CAPPED PIPE BM BEAM NC NORMALLY CLOSED SPRINKLER NOTES POST INDICATOR AND VALVE BOP BOTTOM OF PIPE NO NORMALLY OPEN 1 . THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED AND SHALL CONFORM TO NFPA 13. Applicant: �---tj PIPE BREAK 5-- -� BLDG BUILDING NIC NOT IN CONTRACT 2. THE INSTALLATION, COMPONENTS, SIZING, SPACING, LOCATION, POSITION AND TYPE OF SYSTEM SHALL CONFORM TO NFPA 13. Anthony Martignetti ® NEW CONCEALED KEY-OPERATED VALVE 6 East 92nd 5t, A t 3 PENDENT SPRINKLER HEAD �-- -�, CI CAST IRON # NUMBER 3. ALL EQUIPMENT SHALL BE LISTED OR APPROVED FOR FIRE PROTECTION SERVICE, p O NEW SEMI-CONCEALED ( t� VALVE IN PIT (OS & Y SHOWN) CONC CONCRETE OS & Y OUTSIDE SCREW & YOKE VALVE 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND INJURY. PROPERTY OWNER IS TO MAINTAIN A MINIMUM OF 407 IN ALL New York, - 1 PENDENT SPRINKLER HEAD ` �� COD CONTINUED ON DRAWING PIV POST INDICATOR VALVE AREAS OF WET PIPING. (917) 535 3777 O NEW UPRIGHT SPRINKLER HEAD 4-T� NON-INDICATING VALVE DCDV DOUBLE CHECK DETECTOR VALVE PRESS PRESSURE 5. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS SPECIFIED IN NFPA 13. Architect of Record : 6. THE OCCUPANCY OF THE AREAS ARE TO BE SPRINKLERED IN ACCORDANCE WITH NFPA AND AS SPECIFIED ON PLANS. DCV DOUBLE CHECK VALVE PSI UNIT OF PRESSURE 7. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS SPECIFIED IN NFPA 13. JM2 Architecture, EXISTING SPRINKLER HEAD TO BE REMOVED FIRE PUMP WITH DRIVES PC DIA, 0 DIAMETER (POUNDS PER SQUARE INCH) 8. PIPING SPECIFICATIONS, SYSTEM TEST PIPES, PROTECTION AGAINST CORROSION, DRAINAGE, FITTINGS, VALVES, HANGERS, GUARDS AND 2410 North Ocean Ave, Suite 300 �`E EXISTING SPRINKLER HEAD TO REMAIN DELUGE VALVE DOM DOMESTIC RPM REVOLUTIONS PER MINUTE SHIELDS SHALL BE IN ACCORDANCE WITH NFPA 13. Farmingville, NY, 11738 •R EXISTING SPRINKLER RELOCATED ALARM CHECK VALVE DH DOUBLE HYDRANT RPZ REDUCED DN DOWN gACKF OWPRESSURE PREVEN ER ONE 9. STOCK 10. SPACING,OF EXTRA LOCATION ANDKLER POSITIONDO WSPRN KLERILL BE FURNISHED HEADS WILL PER BE INNFPA ACCORDANCE(REQUIRED WITH FOR FP EACH 3 TEMPERATURE RATING.) (G3 I) 320 - 3305 D NEW SIDEWALL_ SPRINKLER HEAD DRY PIPE VALVE DPV DRY PIPE VALVE RF ROOF 11 . 1 " TO 12" MINIMUM CLEARANCE OF SPRINKLER DEFLECTOR TO CEILING AS PER NFPA 13. A 1 MEP En neer: Emtec Consultingq Engineers DPC O DRY PENDENT HEAD EMD ELECTRIC MOTOR DRIVEN RM ROOM 12. DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE IN ACCORDANCE WITH NFPA 13. 3555 Veterans Memorial Highway, Suite M DRY PIPE VALVE WITH QUICK OPENING DEVICE ELEV ELEVATOR SPKLR SPRINKLER 13. DRAINAGE TO CONFORM TO SECTION 4-6.3. Ronkonkoma, NY 1 1779 O DRY UPRIGHT HEAD EXIST EXISTING SPHD SPRINKLER HEAD 14. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. (G3 0 35G - 217 PRESSURE DETECTOR/ SWITCH 15. ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE SUPPLY TO SPRINKLERS SHALL BE APPROVED O.S.&Y OR APPROVED ® DRY SIDEWALL, HEAD FCA FLOOR CONTROL ASSEMBLY SPR SPRINKLER LINE INDICATOR TYPE. 5urveyor� o WATER MOTOR ALARM FT FEET ST STREET 16. DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE AS PER NFPA 13. Nathan Taft Corwin ` FFR 9 4 2022 + OS & Y CONTROL VALVE 158G Main Road,-_' = I�.'_' T . FDPC FIRE DEPARTMENT PUMPER CONNECTION TK TANK 17. HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED IN ACCORDANCE WITH NFPA 13. p R ELECTRIC ALARM BELL James ort NY 1 1547 b WATER FLOW SWITCH (FLOW ALARM) FP FIRE PUMP TS TAMPER SWITCH 18. PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY PROVIDING FLUSHING CONNECTION CONSISTING OF CAPPED p � FSP FIRE STAND PIPE WFS WATER FLOW SWITCH NIPPLE 4" LONG ON THE END OF THE CROSS MAIN AS PER NFPA 13. (G3 I) 727 - 2090 ® PIPE RISER ® AUTOMATICALLY ACTUATED WET EXTINGUISHING FLR FLOOR V VOLTS 19. SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS PER NFPA 13. 0AUTOMATICALLY ACTUATED DRY EXTINGUISHING 20. TEMPERATURE RATINGS SHALL COMPLY WITH NFPA 13. Project Name Q HYDRAULIC REFERENCE POINTS 21 . 18" MINIMUM CLEARANCE TO BELOW SPRINKLER DEFLECTOR AS PER NFPA 13. y SIAMESE FIRE DEPARTMENT CONNECTION TAMPER SWITCH 22. UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, BLOCKING AND CLAMPING AS PER NFPA 24 REQUIREMENTS. 5 775 W Mill Road 23. CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA. FRCP FIRE ALARM CONTROL PANEL F 24. INTERCONNECTION OF ALARM DEVICES TO BUILDING FIRE ALARM SYSTEM SHALL BE BY OTHERS. g FLOW SWITCH 25. ALL REQUIRED SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH NFPA. Project Address FIRE HOSE CABINET 26. ALL PIPE TO BE AS FOLLOWS: 5 775 W Mill Rd, HR HOSE REEL TIE INTO EXISTING PIPING FIRE SPRINKLER GENERAL DESCRIPTION OF WORK MAINS 2Y" &, LARGER TO BE BLACK STEEL SCHEDULE 10. BRANCHES 2 & SMALLER TO BE BLACK STEEL SCHEDULE 40. Mattituck, NY 1 1952 0--1 FDV FIRE DEPARTMENT VALVE SCOPE 27. ALL FITTINGS TO BE AS FOLLOWS: MAINS 2Y" & LARGER TO BE GROOVED TYPE FITTING. Project Type PRESSURE GAUGE BRANCHES 2" & SMALLER TO BE CL THREADED. INSTALL NEW BRANCH PIPING AND SPRINKLER HEADS FOR NEW TENANT SPACE. NO CHANGE IN USE, OCCUPANCY, OR EGRESS UNDER THIS APPLICATION. 28. CONTRACTOR'S MATERIAL AND TEST CERTIFICATED FOR ABOVE GROUND AND (WHERE APPLICABLE) UNDER GROUND PIPE" SHALL BE Renovation CHECK VALVE� SUBMITTED TO THE FIRE MARSHALL PRIOR TO APPROVAL OF THE INSTALLATION.� CONTRACTOR SHALL COORDINATE WITH BUILDING SUPER ANY SYSTEM SHUT DOWN AND PROVIDE 29. FIRE PROTECTION EQUIPMENT, ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS, AND SPRINKLER CERTIFIED FIRE WATCH FOR THE TIME THE SYSTEM SHALL BE SHUT DOWN. SYSTEM SHALL BE- VALVES SHALL BE IDENTIFIED FOR USE OF THE FIRE DEPARTMENT WITH APPROVED SIGNS OF DURABLE MATERIAL PERMANENTLY INSTALLED Revisions dQ �j GATE VALVE SHUT DOWN FOR TIE IN ONLY AND RE-ENERGIZED BEFORE END OF WORK DAY. AND READILY VISIBLE. 07-16-22 155UED FOR SCHEMATIC DESIGN BUTTERFLY VALVE 30. CONTRACTOR SHALL PROVIDE HYDRAULIC CALCULATIONS AS PER THE FOLLOWING: 1 1 -04-22 155UED FOR PERMIT A. THE CONTRACTOR WILL SIZE THE SYSTEM BY PERFORMING FULL HYDRAULIC CALCULATIONS FOR THE SPRINKLER SYSTEM. THE 02-15-23 REVISED AND RESUBMITTED j BALL VALVE SYSTEM SHALL BE INSTALLED TO UTILIZE 90% OR LESS OF AVAILABLE PRESSURE AT DESIGN FLOW. THE SHOP DRAWINGS AND SPRINKLER HEAD SCHEDULE CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT, OWNER'S INSURANCE AGENCY AND THE AUTHORITY HAVING JURISDICTION SYMBOL MAKE MODEL N0. DESCRIPTION LOCATION IDENTIFICATION K FACTOR TEMP FOR APPROVAL BEFORE DOING THE WORK. NUMBER (-F) B. DESIGN CRITERIA: ® VIKING VK462 CONCEALED PENDENT GENERAL 13503A 5.6 155 OFFICE/COMMON AREAS - LIGHT HAZARD OCCUPANCY, DENSITY- 0.05 GPM/SQ.FT.AREA- MOST REMOTE 1500 SQ.FT. (WET) COVERAGE- 0 VIKING VK300 UPRIGHT GENERAL 12978 5.6 155 NOT TO EXCEED 225 SQ.FT. PER HEAD SPRINKLER DESIGN CRITERIA O VIKING VK194 DRY PENDANT WALK-IN BOX 5.6 155 MECHANICAL/UTILITY ROOMS - ORDINARY HAZARD OCCUPANCY - GROUP 1 , DENSITY- 0.15 GPM/SQ.FT.AREA- MOST REMOTE 1500 SQ.FT. P VIKING VK162 DRY SIDEWALL GENERAL 5.6 155 (WET) COVERAGE- NOT TO EXCEED 130 SQ.FT. PER HEAD 1. THE SPRINKLER SYS DING SHALL BE IN ACCORDANCE WITH THE 2020 NYS C. ADD A WATER ALLOWANCE FOR INSIDE AND OUTSIDE HOSE STREAMS TO THE SPRINKLER REQUIREMENTS AT THE CONNECTION TO BUILDING CODE AND NFPA-13 2016. THE DISTRIBUTION MAIN IN ACCORDANCE WITH NFPA REQUIREMENTS. D. CONTRACTOR SHALL OBTAIN RECENT HYDRANT FLOW TEST INFORMATION AT THE HYDRANT NEAREST TO THE NEW SPRINKLER SERVICE 2. OCCUPANCY CRITERIA MAIN CONNECTION TO PROVIDE THE FOLLOWING: A. LIGHT HAZARD - OFFICE AREAS AND CORRIDORS, BATHROOMS CONSTRUCTION GENERAL NOTES STATIC PRESSURE:-PSI. RESIDUAL PRESSURE:-PSI. FLOW:-GPM. DATE:-HYDRANT NUMBER:- DENSITY 01.1 GPM/ SQ. FT. OVER MOST HYDRAULICALLY REMOTE 1500 SO. FT. 1. THE SPRINKLER CONTRACTOR WILL BE HELD RESPONSIBLE TO HAVE VISITED AND EXAMINED THE PREMISES E. CONTRACTORS DESIGN SHALL MEET ALL OF THE REQUIREMENTS ABOVE AND SHALL CONFORM TO ALL OF THE HYDRAULIC DESIGN MAXIMUM COVERAGE PER SPRINKLER HEAD 225 SQ. FT. BEFORE SUBMITTING HIS PROPOSAL, IN ORDER TO UNDERSTAND THE EXISTING CONDITIONS RELATED TO HIS DATA OBTAINED FROM THE HYDRANT FLOW TEST. B. ORDINARY HAZARD GROUP 1 - MECHANICAL AND ELECTRICAL WORK. F. PIPE SIZES SHOWN ON THE DESIGN DRAWINGS ARE ESTIMATES AND ARE SUBJECT TO REASONABLE MODIFICATION PROVIDING THAT EQUIPMENT ROOMS. DENSITY 0.15 GPM PER SQ. FT OVER MOST HYDRAULICALLY REMOTE 2. ALL MATERIALS AND APPARATUS SHALL BE INSTALLED IN ACCORDANCE WITH ALL THE RULES AND REGULATION HYDRAULIC CALCULATIONS ARE ACCEPTABLE AND MEET THE REQUIREMENTS OF NFPA. 1500 SQ. FT. MAXIMUM COVERAGE PER SPRINKLER HEAD 130 SQ. FT. OF THE NEW YORK BUILDING CODES AND ALL OTHER AUTHORITIES HAVING JURISDICTION AND NFPA. 3. PROCUREMENT OF ALL PERMITS AND CERTIFICATES FOR THE INSTALLATION OF THESE SYSTEMS SHALL BE PERFORMED IN ACCORDANCE WITH ALL THE RULES AND REGULATIONS OF THE NEW YORK STATE BUILDING THESE DRAWINGS ARE AN INSTRUMENT OF 5EKVICE, AND 3. HYDRAULICALLY CALCULATED SYSTEMS SHALL MEET THE FOLLOWING CRITERIA: CODES AND ALL OTHER AUTHORITIES HAVING JURISDICTION. AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 4. THE SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES AND ALL EXISTING ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A A. EXACT LOCATION OF SPRINKLER HEADS IN FINISHED AREAS WITH SUSPENDED CEILINGS CONDITIONS, AND PROVIDE OFFSETS IN PIPING SYSTEMS TO AVOID STRUCTURAL, ARCHITECTURAL, MECHANICAL AND ELECTRICAL INTERFERENCES, WHETHER INDICATED OR NOT. VIOLATION OF SECTION 7209 50-DIVI510N 2 OF THE N.Y, SHALL BE: AS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLANS WITH HEADS IN 5. PROVIDE COMPLETE SPRINKLER COVERAGE IN ALL AREAS, REFER TO AND COORDINATE WITH THE LATEST STATE EDUCATION LAW. CENTER OF TILES. ARCHITECTURAL REFLECTED CEILING PLANS AND DETAILS. SPRINKLER HEADS SHALL BE CENTERED IN TILE OR B. EQUIVALENT FITTING LENGTHS USED IN HYDRAULIC CALCULATIONS SHALL BE IN ALIGNED WITH LIGHTS, DIFFUSERS, ETC. ANY SPRINKLER HEAD, MODIFICATIONS REQUIRED TO MEET THE DESIGN NOTES: Drawing Title ACCORDANCE WITH NFPA STANDARD NO. 13, 2013 AS REFERENCED BY THE NYS CRITERIA MUST BE PROVIDED AND APPROVED BY THE ARCHITECT. BUILDING LOCATION FIRE 5PRINKLER BUILDING CODE. 6. PROVIDE SPRINKLER HEAD COMPLETE WITH PIPING, FITTINGS, HANGERS WITH ATTACHMENT TO EXISTING 1) THIS PORTION OF THE PROJECT SHALL BE CONSTRUCTED WITH SWAY WHEREVER FITTINGS ARE USED IN CONJUNCTION WITH SCHEDULE 40 PIPE, EQUIVALENT BUILDING STRUCTURE. `°min"""°°`"9 R BRACING AS PER NFPA 13. FITTING LENGTHS INDICATED IN NFPA 13 SHALL BE INCREASED BY 30% 7. EXISTING PIPING DAMAGES AS A RESULT OF PERFORMING THE WORK OF THIS CONTRACT SHALL BE REPAIRED A C. DISCHARGE FROM EACH SPRINKLER HEAD SHALL NOT BE LESS THAN REQUIRED FOR OR REPLACED AS REQUIRED WITH MATERIAL AND FINISH TO MATCH EXISTING. 2) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 13, GENENML NOTE5 AREA COVERED BY THE HEAD. AR HEAD SHALL BE DETERMINED IN 8. ALL AREAS WITHOUT HUNG CEILINGS, ELECTRICAL ROOMS, MECHANICAL ROOMS, STORAGE AREAS ETC., PROVIDE ACCORDANCE WITH NFPA STANDAR NFPA 13, 2016 S REFERENCED BY NYS WITH EXPOSED UPRIGHT OR PENDANT SPRINKLER HEADS WITH SPRINKLER GUARDS IN AREAS SUBJECT TO °""°"°' 5CTM# 1000-I OG-G-3 APP No: BUILDING CODE. ACCIDENTAL DAMAGE.D. HYDRAULIC CALCULATIONS SHALL BE BR UGHT BACK TO CONNECTION TO WATER 9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE COVERAGE IN ACCORDANCE WITH THE REQUIREMENTS SUPPLY. OF THE NEW YORK STATE BUILDING CODE AND NFPA STANDARDS, LOCAL FIRE DEPARTMENT AND THE DESIGN 000 5CDH5 No.: JM2 #: 20220642 DRAWING NO CRITERIA., Planning g . TITLE ae wMm na nwcwso°oc<m,nn 10. LOCATION AND TYPE OF SPRINKLER HEADS IN THE AREAS WITHOUT HUNG CEILINGS SHALL BE FULLY m #: _ DATE: 5/3/2022 4. FLOW TEST DATA COORDINATED WITH THE EXPOSED STRUCTURAL (BEAMS, COLUMNS, ETC.) ALL OF THE ABOVE ELEMENTS WHICH SP-001.00 FIRE SPRINKLER GENERAL NOTES SEAL SIGNATURE: DESIGNED BY: RD A. CONTRACTOR SHALL OBTAIN FLOW DATA INDICATING RESIDUAL PRESSURES ASSOCIATED WITH IMPACT THE SPRINKLER SYSTEM MUST BE INDICATED ON THE SHOP DRAWINGS FOR REVIEW AND APPROVAL BUILDING SYSTEM AND SUBNIT DATA WITH HYDRAULIC CALCULATIONS 11. BEFORE COMMENCEMENT OF ANY WORK, COMPLETE AND DETAILS WORKING PLANS SHALL HAVE BEEN a SP-101.00 FIRE SPRINKLER FIRST FLOOR PLAN B. THESE HYDRAULIC CALCULATIONS ALONG WITH PUMP OR WATER FLOW TEST ARE TO BE SUBMITTED AND APPROVED BY THE BUILDING MANAGEMENT. SP-102.00 FIRE SPRINKLER SECOND FLOOR AND ATTIC PLANS of NEWy CHECKED BY: Ar's SUBMITTED FOR APPROVAL TO THE ENGINEER AND TO THE INSURANCE UNDERWRITER 12. PROVIDE SPRINKLER HEADS ABOVE AND BELOW ALL DUCTS OR CLUSTERS OF DUCTS, PIPES OR CONDUITS SP-501.00 FIRE SPRINKLER DETAILS '�' �'�P.84 o 5CALE: A5lydUted HYDRAULIC CALCULATIONS SHALL BE BROUGHT BACK TO THE LOCATION OF THE PUMP OVER 48" WIDE. y c OR WATER FLOW TEST. 13. PLACE ALL PENDANT TYPE SPRINKLER HEADS IN CENTER OF TILE OR CENTERED WITH LIGHTS, DIFFUSERS OR SP-601.00 FIRE SPRINKLER SCHEDULES �`� * DWG No: C. CONSTRUCTION MAY ONLY BEGIN WHEN APPROVALS ARE GRANTED. SIMILAR ELEMENTS OF CEILING. D. RESULT OF HYDRAULIC CALCULATIONS SHALL INDICATE MINIMUM 10% PRESSURE 14. ALL FLOOR PENETRATIONS, CORE DRILLING, ETC. SHALL BE APPROVED BY LANDLORD. Gil SP-701.00 FIRE SPRINKLER SPECIFICATIONS LIM SAFETY MARGIN, I.E., EXCESS OF PRESSURE AVAILABLE OVER PRESSURE REQUIRED. 15. BASE BUILDING ARCHITECT AND STRUCTURAL ENGINEERS SHALL REVIEW METHOD OF SUPPORTING SPRINKLER LOCATION MAP yJ�, E. WATER SUPPLY INFORMATION SHALL BE LISTED ON CALCULATIONS AND CURRENT PIPING. oA 100741% AVAILABLE PRESSURE AT FLOOR. SEE RISER DIAGRAM. SCALE: N.T.S. RoFESSIOI P SMPM001 .It is a violation of the State Education Law for any person, Architect of 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 1. SPRINKLER SPECIFICATIONS his or her seal and the notation "altered by" followed by his or her signature and the date of such alteration, and a 10. SHUT—DOWNS 15. TESTS specific description of the alteration." �� ' e � u r e P.C. 1. GENERAL CONDITIONS This plan is approved only for the work indicated on the A. WHEN INSTALLATION OF NEW WORK REQUIRES THE SHUT—DOWN OF AN A THE SPRINKLER SYSTEM SHALL BE HYDROSTATICALLY TESTED UNDER A application specification sheet. all other matters are not to be A. THE "GENERAL CONDITIONS" OF THE CONTRACT FOR CONSTRUCTION OF THE PRESSURE OF 200 PSI FOR TWO HOURS AND ANY DEFECTS OR LEAKS SHALL relied upon, or to be considered as either being approved or JM2 ARCHITECTURE, PC AMERICAN INSTITUTE OF ARCHITECTS CURRENT EDITION SHALL FORM A PART OPERATING SYSTEM, THE CONNECTION OF THE NEW WORK SHALL BE PERFORMED in accordance with applicable codes. OF THIS SPECIFICATION EXCEPT AS OTHERWISE HEREIN PROVIDED. ONLY AFTER GIVING AT LEAST 72 HOURS (3 WORKING DAYS) NOTICE AND BE REMEDIED. CAULKING OF THREADS SHALL NOT BE PERMITTED. 2410 NORTH OCEAN AVENUE OBTAINING THE WRITTEN AUTHORIZATION OF THE OWNER. DURING CONNECTION OF SUITE 300 B. INCLUDE ALL LABOR, MATERIALS AND APPLIANCES REQUIRED FOR THE NEW WORK THE SYSTEM MUST BE TURNED ON AND OFF AT THE BEGINNING AND B. APPROVAL AUTHORITIES HAVING JURISDICTION SHALL BE OBTAINED IN FARMINGVILLE, NY, 1 1738 FURNISHING, INSTALLING AND TESTING, COMPLETE AND READY FOR ENDING OF EACH WORK DAY. WRITING BEFORE RE FINAL ACCEPTANCE OF THIS WORK. OPERATION IN A MANNER SATISFACTORY TO THE ARCHITECT, INCLUDING ALL T G31 .320.3305 F� 631 .320.3307 WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 11. WORK IN EXISTING BUILDING 16. GUARANTEE Applicant: C. THE INSTALLATION SHALL BE ACCOMPLISHED BY AN AUTHORIZED (FIRE A. PERFORM THE WORK IN THE EXISTING BUILDING WHEN AND AS DIRECTED, A. NEITHER THE FINAL CERTIFICATE OF PAYMENT NOR ANY PROVISION IN THE Anthony Martignetti STANDPIPE) AND (SPRINKLER) CONTRACTOR RECOGNIZED AS A FULLY AND GENERALLY IN ACCORDANCE WITH THE SEQUENCE OF OPERATIONS. CONTRACT DOCUMENTS, NOR PARTIAL OR ENTIRE OCCUPANCY OF THE AREAS 8 East 92nd 5t, Apt 3 EXPERIENCED SPECIALIST IN THE INSTALLATION OF (FIRE STANDPIPE) AND CAUTION IS HEREBY GIVEN THAT THE WORK SHALL BE PERFORMED SO AS TO BY THE OWNER SHALL CONSTITUTE AN ACCEPTANCE OF WORK NOT DONE IN New York, NY 10128 (AUTOMATIC SPRINKLER SYSTEMS) BY THE BUILDING DEPARTMENT OF THE CAUSE THE LEAST POSSIBLE INCONVENIENCE AND DISTURBANCE TO THE ACCORDANCE WITH THE CONTRACT DOCUMENTS OR RELIEVE THE CONTRACTOR (917) 535 - 3777 CITY OF NEW YORK. OCCUPANTS. OF LIABILITY IN RESPECT TO ANY EXPRESS WARRANTIES OR RESPONSIBILITY FOR FAULTY MATERIALS OR WORKMANSHIP. THE Architect of Record : 2. LAWS AND ORDINANCES B. THE PROPOSAL FOR WORK IN THE EXISTING BUILDING SHALL BE PREDICATED CONTRACTOR SHALL REMEDY ANY DEFECTS OR INADEQUACIES IN THE WORK ON THE PERFORMANCE OF THE WORK DURING REGULAR WORKING HOURS. WHEN AND PAY FOR ANY DAMAGE TO OTHER WORK RESULTING THEREFROM, WHICH JM2 Architecture, PC A. ALL NEW YORK STATE LAWS AND REGULATIONS AND OSHA SO DIRECTED, HOWEVER, INSTALL WORK ON OVERTIME AND THE ADDITIONAL SHALL APPEAR WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. 2410 North Ocean Ave, Suite 300 RECOMMENDATIONS, GOVERNING OR RELATING TO ANY PORTION OF THIS WORK COST AND CHARGES THEREFOR SHALL BE ONLY THE "PREMIUM" PORTION OF THE OWNER WILL GIVE NOTICE OF OBSERVED DEFECTS OR INADEQUACIES Farmingville, NY, 11735 ARE HEREBY MADE A PART OF THESE SPECIFICATIONS. RESPONSIBILITY THE WAGES PAID. WITH REASONABLE PROMPTNESS. (G3 I) 320 - 3305 FOR COMPLIANCE TO THEIR PROVISIONS IS INCLUDED. C. SCRAP AND DEBRIS, EXCEPT AS OTHERWISE SPECIFIED, SHALL BE DISPOSED MEP Engineer: 3. NOTICE TO BIDDERS OF AND/OR REMOVED FROM THE SITE. Emtec Consulting Engineers DPC A. BEFORE SUBMITTING PROPOSALS, EXAMINE THE SPECIFICATIONS AND ALL 12. MATERIALS AND INSTALLATION 3555 Veterans Memorial Highway, Suite M DRAWINGS RELATING TO THE WORK AND BECOME FULLY INFORMED AS TO THE Ronkonkoma, NY 11775 EXTENT AND CHARACTER OF THE WORK. A. SYSTEM AND COMPONENT PARTS SHALL BE THE PRODUCTS OF A MANUFACTURER (G31) 35G - 217G EQUIPPED AND EXPERIENCED IN THE MANUFACTURING OF (FIRE STANDPIPE) Surveyor: 4. EXAMINATION OF EXISTING CONDITIONS AND (SPRINKLER SYSTEMS). DEVICES SHALL BE UNDERWRITERS LABORATORIES AND/OR FACTORY MUTUAL APPROVED AND SHALL HAVE A Nathan Taft Corwin A. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING CURRENT LISTING IN THEIR RESPECTIVE "APPROVED EQUIPMENT" LISTS. 158G Main Road, AFFECTED BY THIS WORK SO AS TO BECOME FAMILIAR WITH EXISTING COMPONENTS AND PARTS SHALL BE SUBJECT TO THE ACCEPTANCE OF THE Jamesport, NY 11947 CONDITIONS AND DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THE ARCHITECT. (G3 I) 727 - 2090 WORK, BEFORE SUBMITTING PROPOSALS. B. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH B. PIPE SHALL BE BLACK STEEL, SCHEDULE 40. Project Name EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, C. PIPING FOR SPRINKLER SYSTEMS MAY BE SCHEDULE 10 ROLLED GROOVE WITH OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED, WHICH COUPLINGS AND FITTINGS FOR PIPING 2-1/2" AND LARGER. 5775 W Mill Road COULD HAVE BEEN FORESEEN HAD SUCH EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. D. THREADS SHALL BE FULL AND CLEAN CUT AND BURRS FORMED IN CUTTING 5. PERMITS AND CERTIFICATES SHALL BE REAMED. WHEN ASSEMBLING PIPE, CARE SHALL BE TAKEN THAT Project Address THE PIPE DOES NOT EXTEND INTO THE FITTING OBSTRUCTING THE 5 775 W Mill Rd A. INSTALL ALL WORK IN FULL ACCORDANCE WITH THE REQUIREMENTS OF ALL WATERWAY. JOINT COMPOUND SHALL BE APPLIED TO THE THREADS OF THE , LOCAL AND GOVERNMENTAL DEPARTMENTS HAVING JURISD SE PIPE AND NOT TO THE FITTINGS OR SPRINKLERS. PIPES SHALL BE MATTERS, AS WELL AS WITH ANY REQUIREMENTS OF THE NFPA 13 (2016), UL, FM, STRAIGHTENED BEFORE INSTALLATION TO PREVENT POCKETS. PIPES SHALL Mattituck NY 1 1952 BS&A, MEA AND OTHER APPLICABLE CODES. PITCH NOT LESS THAN 1/4 IN 10 FEET. B. GIVE NECESSARY NOTICES AND OBTAIN PERMITS OR LICENSES NECESSARY TO E. FITTINGS, UNLESS OTHERWISE SPECIFIED, SHALL BE BLACK CAST IRON Project Type CARRY OUT THIS WORK AND PAY ALL FEES THEREFOR. STANDARD MALLEABLE FITTINGS. Renovation C. ARRANGE FOR INSPECTIONS AND TESTS OF ANY OR ALL PARTS OF THE WORK F. SCREWED FITTINGS FOR SPRINKLER SYSTEMS SHALL BE 175# CAST IRON, AS REQUIRED BY AUTHORITIES OR UTILITY COMPANIES HAVING ANSI 816.4. JURISDICTION AND PAY ALL CHARGES FOR SAME. Revisions G. FLANGED FITTINGS FOR SPRINKLER SYSTEMS SHALL BE 175# CAST IRON D. PAY ALL COSTS FOR, AND FURNISH TO THE OWNER, ALL CERTIFICATES ANSI B16.1. 07-16-22 ISSUED FOR 5CHEMATIC DESIGN NECESSARY AS EVIDENCE THAT THE WORK INSTALLED CONFORMS WITH ALL 1 1-04-22 ISSUED FOR PERMIT REGULATIONS AS THEY APPLY TO THIS WORK. H. THREADED AND MECHANICAL FITTINGS FOR FIRE STANDPIPE SHALL BE OF 02-15-23 REVISED AND RESUBMITTED REQUIRED PRESSURE RATING FOR THE THEIR RESPECTIVE PRESSURE ZONES. 6. SHOP DRAWINGS I. COUPLINGS SHALL NOT BE USED EXCEPT WHERE PIPE IS MORE THAN 20 FEET A. APPROVED SP AWINGS: WORKING PLANS, PREPARED IN LENGTH BETWEEN FITTINGS. ACCORDING TO NF�13 (2016), THAT HAVE BEEN APPROVED BY AUTHORITIES HAVING %JURISDICTION, INLIC CALCULATIONS IF APPLICABLE BEFORE J. A ONE—PIECE REDUCING FITTING SHALL BE USED WHEREVER A CHANGE IS ORDERING OR INSTALLING EQUIPMENT OR MATERIAL. MADE IN THE SIZE. THE USE OF BUSHINGS OR REDUCING FLANGES WILL NOT BE PERMITTED. B. SHOP DRAWINGS FOR PIPING AND SIMILAR DISTRIBUTION SERVICES SHALL SHOW BY DIMENSION THE EXACT SIZE AND LOCATION OF EACH ELEMENT OF K. UNIONS SHALL BE OF THE HEAVY GROUND TYPE AND SHALL BE USED ONLY ON THE SYSTEM IN BOTH THE HORIZONTAL AND VERTICAL PLANE, AS WELL AS PIPES 2" AND SMALLER. RELATIONSHIP TO THE BUILDING STRUCTURE, ARCHITECTURAL CONSTRUCTION, EQUIPMENT AND THE WORK OF OTHER TRADES. WHERE NEW L. CUT OR ROLLED GROOVES IN PIPE FOR USE WITH MECHANICAL GROOVED WORK IS ADDED TO AN EXISTING STRUCTURE, THE SHOP DRAWINGS SHALL COUPLINGS SHALL BE MADE WITH AN APPROVED MACHINE MANUFACTURED BY SHOW THE LOCATION OF ALL EXISTING SERVICES AND EQUIPMENT. THE THE SUPPLIER OF THE COUPLINGS. MECHANICAL COUPLINGS SHALL BE WORK DESCRIBED IN ANY SHOP DRAWING SUBMISSION SHALL BE CAREFULLY VICTAULIC #07 "ZERO—FLEX". CHECKED BY THIS CONTRACTOR FOR ALL CLEARANCES, FIELD CONDITIONS, MAINTENANCE OF ARCHITECTURAL CONDITIONS AND PROPER COORDINATION M. INSTALL SPRINKLER HEADS IN ALL AREAS ON TRUE AXIS LINE IN BOTH WITH ALL TRADES ON THE JOB. DIRECTIONS WITH A MAXIMUM DEVIATION OF 1/2" "n FROM THE AXIS LINE ESTABLISHED BY THE ARCHITECT FOR THE USE OF ALL TRADES. AT THE C. AT THE COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL TURN COMPLETION OF THE INSTALLATION, REMOVE AND REINSTALL ANY SPRINKLER OVER TO THE OWNER FOR RECORD PURPOSES ONE SET OF REPRODUCIBLE HEADS FOUND TO EXCEED THE ABOVE—MENTIONED TOLERANCE. APPROVED, AS—INSTALLED SHOP DRAWINGS. THE5E DRAWING5 ARE AN INSTRUMENT OF SERVICE, AND 13. HANGERS 7. SUBMITTALS A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. A. SUPPORT ALL PIPING WITH ACCEPTABLE HANGERS, ANCHORS, FRICTION ANY UNAUTHORIZED U5E OF THESE DOCUMENTS 15 IN A A. SUBMIT NAMES, SIZES, CATALOG NUMBERS AND/OR SAMPLES OF THE HANGERS, AND SUPPORTS AS INDICATED OR SPECIFIED. HANGERS SHALL BE VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. FOLLOWING MATERIALS: OF HEAVY IRON OR STEEL CONSTRUCTION. NO CAST STEEL OR CAST IRON STATE EDUCATION LAW. SHALL BE USED. HANGERS SHALL HAVE NUT ABOVE AND BELOW HANGER. SPRINKLER HEADS FITTINGS UPPER NUT SHALL BE LOCKED AGAINST HANGER TO PREVENT LOOSENING BY Drawing Title PIPE VIBRATION. SPRINKLER HEAD CABINET NRE 5FRINKLER SLEEVES AND ESCUTCHEONS HANGERS B. SUPPORT HORIZONTAL PIPING AS FOLLOWS: 8. AS—BUILT DRAWINGS (1) PIPING 1" SIZE AND SMALLER: ADJUSTABLE RING HANGER NOT MORE 5PECIf ICATION5 THAN 8'-0" APART. A. UPON COMPLETION OF THE WORK, FURNISH RECORD DRAWINGS SHOWING THE 5CTM# 1000-1 OG-G-3 APP No: EXACT LOCATION OF WORK INSTALLED. DRAWINGS SHALL BE MARKED "AS— (2) PIPING 1-1/4" AND LARGER: CLEVIS HANGER NOT MORE THAN 10'-0" BUILT RECORD DRAWINGS AND CARRY CONTRACTORS NAME AND ADDRESS. APART. SCDHS No.: JM2 #: 2022 0642 DRAWING SHALL BE MADE ON VELLUM OR MYLAR REPRODUCIBLE. Plannin # DATE: 5/3/2022 (3) PIPING SUPPORTED FROM WALL SHALL BE PROVIDED WITH WELDED 9 : — 9. CUTTING, CORE DRILLING, CHOPPING, ALTERING AND PATCHING ANGLE IRON BRACKETS. SEAL SIGNATURE: DESIGNED BY. RB A. THIS CONTRACTOR SHALL PERFORM ALL CUTTING, CORE DRILLING, C. PROVIDE HANGERS ON EVERY BRANCH OVER 3'-0" LONG. CHECKED BY: APS R CHOPPING, ALTERING AND PATCHING AS REQUIRED FOR THE INSTALLATION of BEN' } OF THE WORK PERFORMED UNDER THE SPRINKLER CONTRACT, INCLUDING THE D. NO CHAIN, METAL STRAP OR WIRE WILL BE PERMITTED FOR THE SUPPORT OF y'�' �� s'�c�'P SCALE: As indicated ANY PIPING. RESTORING OF EXISTING WORK THAT IS DAMAGED AND/OR ALTERED DUE TO �`� * DWG No: REMOVAL WORK. ALL MATERIALS AND WORKMANSHIP REQUIRED IN 14. SPRINKLERS CONNECTION WITH CUTTING, ALTERING AND PATCHING SHALL MATCH THE EXISTING WORK IN EVERY RESPECT. A. ANY NEW SPRINKLER HEADS TO MATCH EXISTING. B. EXISTING SPRINKLER HEADS SHALL BE REUSED. aOFEssToN°'� = 701 Architect of Record: EGRE55 CALCULATIONS PROJECT DATA AS PER TABLE 1004.5 OF THE 2020 NEW YORK STATE BUILDING CODE, OCCUPANCY LOADS ARE AS FOLLOWS: ® ADDRE55: 5775 W MILL RD, MATTITUCK, NY 1195211, SECTION BLOCK LOT: 1000-106.00-06.00-003.000 ,.� FIRST FLOOR e JM2 e �� ZONING: TOWN OF SOUTHOLD MARINE 11(Mil) FEB 2 4 2Gt A55EMBLY(TABLES/CHAIRS) 800 5F/ 15 5F/OCC = 53.3 OCCUPANTS ®T('q� USE: FIR5T FLOOR BAR,SECOND FLOOR APARTMENT �( F�EI �(-p� COMMERCIAL KITCHEN 300 5F/200 5F/OCC= _ 1.50 OCCUPANTS eFo�s I OCCUPANCY CLA55: A-2�R-2(I HOUR FIRE SEPARATION REQUIRED) L�Vt m OF 0U 1114r, D R C I T E C T U R E P ic TOTAL= 54.8(55)OCCUPANTS `y� CONSTRUCTION M55: 4(HEAVY TIMBER)�55(UNPROTECTED WOOD FRAME) 9 OAF SITE AREA: 0.124 ACRE(5401.44 5F) SECOND t THIRD FLOORS Livin Room PROP05ED SOFT: 3,080 JM2 ARCHITECTURE, PC RESIDENTIAL 1,482 5F/200 5F/OCC= 7.41 OCCUPANTS ® SCOPE OF WORK: 1)BUILDING LIFT t GUT RENOVATION 24 0 NORTH OCEAN AVENUE ACCESSORY STORAGE 685 SF/3O0 SF/OCC= _ 2.28 OCCUPANTS ® , SUITE 300 TOTAL= 9.69(10)OCCUPANTS �ttrtu l creek ,:�-�e�.:ayAreessSae FARMINGVILLE, NY, 11738 hS 3tUb: T 631.320.3305 F 631.320.3307 IN ACCORDANCE WI SECTION 1005.3.2 OF THE NY513C,MINIMUM EGRE55 WIDTH REQUIRED SHALL BE AS FOLLOWS: ® CE, p 1 aCRe�9t `mom Y a t We?5I ",o ,i Chou FIRST FLOOR= 55 OCCUPANT5 x 0.15 =5.25", 3'-0'°'MIN.WIDTH, (2)EXITS PROVIDED Applicant: SECOND t THIRD FLOORS 10 OCCUPANT5 x 0.15 = 1.5", 3-0""MIN.WIDTH,(1)EXIT PROVIDED I AnthonyMarti netts TRAVEL D15TANCE5 h73,agtesIDr �o g 7 � tttR„ a 8 East 92nd 5t,Apt 3 New York,NY 10128 A Mattituck 250 FT SPRINKLERED m£ '� as (917)535 -3777 IN ACCORDANCE W/SECTION 1006.2.1 OF THE NY5BC: CL I 36"x 80 �� commercial Dock ttRa R-2 WITH ONE EXIT-MAXIMUM COMMON PATH OF EGRE55 TRAVEL 015TANCE= 125' W/D �e e e eee �a R e oAattituck Inlet Marina Architect of Record: 15?r 5 Nl t�?iil Rd, lan,�craft Garve;, ® r Coopers to flit Rol Foundation 4 JM2 Architecture,PC Q ERd RdC P Maftiturk,IVY 11952 P BATHROOM ® nick a Lupe ` HALL strcng S y5 ,r,ce„te, p 4°+ Farmmgwlle,NY 11738 ED � (63 I)320-3305 a I UP MECHANICAL o, SUBJECT �, I 1e PROPERTY cry Structural Engineer: Cooper F.3,mis E2 Engineers c ? 488 Montauk Ave 'a New London,CT 06320 71 (860)437-3259 ROOFED OVER MEP Engineer: PATIO BELOW Bedroom I Master Bathroomdr� O �W atio Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M I',+i+l R^aH Preserve x Ronkonkoma,NY 11775 CL. I CL 9 (63 I)356 2 176 SHELVES I KEY MAP N N ,T,5. 5urve or: Nathan Taft Corwin III 1586 Main Road, e e e s eor =Jo #40w a ® e Jamesport,NY 11947 CD "'®O 75'TRAVEL DISTANCE< 125' GENERAL BUILDING NOTES (63 I)727 2090 Lu zI � N BEDROOM ® Project Name L. a Master Bedroom 1.ALL WORK SHALL COMPLY WITH THE 2020 NEW YORK STATE CODE AND ALL OTHER CODES OF ALL AUTHORITIES HAVING JURISDICTION. J 2.ALL 51,115 CONTRACT0R5 SHALL CHECK,VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND REPORT ANY w ' DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. 5 / / 5 W Mill Rd 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF A.5.T.M. SPECIFICATIONS. 4.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS AND DETAIL DRAWINGS OVER SMALL SCALE DRAWINGS. 5.THERE SHALL BE NO PROCESSES TO BE CONDUCTED IN THE BUILDING THAT WILL PRODUCE AIR CONTAMINATES WHICH MAY BE INJURIOUS TO THE Protect Address HEALTH RESIDENTS, 5775 W Mill Rd, G. ELECTRICAL RECEPTACLES,LIGHTS AND OTHER EQUIPMENT SHALL CONFORM TO CODES HAVING JURISDICTION. 7.TENANTS AND OWNERS SHALL BE FULLY AWARE OF AND CONFORM TO ALL REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. M attltUCIL Second Floor- E ress = 8. NO LOCKS OR FASTENINGS TO PREVENT FREE ESCAPE FROM IN51DE OF ANY BUILDING. C, NY 11952 9. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DP.AWING5 AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY 3/ 1 G 1 I-011 T- I WRITTEN APPROVAL OF TOWN BUILDING DEPARTMENT, Protect Type 10.ALL C$D MATERIALS EXPORTED FROM THE SUBJECT PARCEL SHALL BE TRANSFERRED TO AN APPROVED NY5DEC FACILITY, LOAD/TRAN5FER TICKETS TO BE RETAINED AND COPIES PROVIDED TO THE TOWN OF SOUTHOLD IF REQUIRED FOR THE RECORD. Lift � Renovation COUNTER GENERAL NOTES W/UNDERCOUNTER FRIDGE I. TOWN OF SOUTHOLD DATUM NAVD 88 RCV510n5 2. ALL ROOF DRAINS SHALL BE PIPED TO DRAINAGE SYSTEM WITH Mild. 6"DIA, PVC 5DR 35 PIPE. Design Development 03-14-2022 to,WN 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 48 HOURS PRIOR TO START OF ANY WORK.WORK PERFORMED WITHOUT INSPECTION SHALL BE Revised per Owner 04-1 1-2022 'J CERTIFIED TO THE TOWN ENGINEER'5 5AT15FACTION AT APPLICANT'S EXPENSE." Revised per Owner 04-2 I-2022 4. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS.ALL UTILITIES SHALL BE INSTALLED BELOW GRADE. DINING I 5. PLACEMENT OF FILL, INSTALLATION OF RETAINING WALLS, DUMPING OF MATERIAL,EXCAVATION, MINING,OR 51MILAR DISTURBANCE OF LAND REQUIRES AN Kitchen revised per Owner 06 I6 2022 OPEN APPROVED 51TE PLAN. COMMENCEMENT OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL 15 PROHIBITED AND SUBJECT TO LEGAL ACTION. Updated w/Seating Layout 07-20-2022 G. ALL EXISTING OR PROPOSED SUBSURFACE ELECTRIC,TELEPHONE OR CABLE SERVICES SHALL BE INSTALLED IN APPROPRIATE CONDUIT SLEEVES WHEN I KITCHEN Revised Seating Layout 08-I I-2022 PERMANENT, IMPROVED SURFACES ARE PROPOSED OVER THE ROUTING'PATH. Pee _ eee4WN 7. ALL RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE(RCA)AND FILL MATERIALS ARE TO BE FROM AN APPROVED SOURCE.RECYCLED PORTLAND Revised per per O Food Control 09-12-2022 ° I CEMENT CONCRETE AGGREGATE 15 TO BE CERTIFIED.DOCUMENTATION 15 TO BE PROVIDED SHOWING THAT THE MATERIAL OBTAINED 15 FROM A NY5DEC Plans Revised per Owner 09 28 2022 ° I REGISTERED OR PERMITTED CONSTRUCTION AND DEMOLITION(C$D)DEBRIS PROCESSING FACILITY AS SPECIFIED IN SECTION 360-16.I OF GNYCRR PART 360, Lighting Plans Revised per Owner 10-14-2022 o "SOLID WASTE MANAGEMENT FACILITIES"." o I Lighting Plans Revised per Owner 10-21-2022 `" 8. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN 0 v I APPROVAL OF TOWN BUILDING DEPARTMENT. Construction Documents 1 1-02-2022 z BATH ' ° 9.THE SOUTHOLD 5UDDIV15ION AND LAND DEVELOPMENT REGULATION5 SHALL BE FOLLOWED. Revised and Resubmitted 2/15/2023 10.TH15 51TE PLAN 15 BASED ON A SURVEY PREPARED BY NATHAN TAFT CORWIN III LAND SURVEYOR DATED JUNE 2, 2021. i DW 1 > DRAWING LI 5T I � T-I TITLE PAGE/EGRE55 PLAN 5001 STRUCTURAL NOTES A-1 U15TING FIRST FLOOR PLAN 5002 STRUCTURAL NOTES A-1.1 EXISTING SECOND FLOOR PLAN 5100 PILE LAYOUT PLAN ENTRY x I A-2 PROP051D FIRST FLOOR PLAN 5101 FIRST FLOOR FRAMING PLAN o BATH BATH HALL I A-2.1 PROPOSED SECOND FLOOR PLAN 5102 SECOND*THIRD FLOOR FRAMING PLANS r e e e e e � I A-3 REFLECTED CEILING PLANS 5200 STRUCTURAL SECTIONS o I A-4 ELEVATIONS 5201 5TRUCTURAL SECTIONS DOCK I I A-4.1 ELEVATIONS 5300 STRUCTURAL DETAILS A-5 SECTION 5301 STRUCTURAL DETAILS THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS `e e e e e e eee w e e e eI A-6 FOOD CONTROL PLAN SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY I 00 97'TRAVEL DISTANCE < 250' A-7 AIR SEAL DETAILS$BATHROOM PLANS UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A x I A-8 INTERIOR ELEVATIONS VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. ' 1-up A-9 ADA, INSPECTIONS,WINDOW SCHEDULE STATE EDUCATION LAW. A-10 WINDOW t DOOR DETAILS FOYER A-10.1 WINDOW t DOOR DETAILS WOOD DECK ROOFED OVER PATIO I D-I FIRST FLOOR DEMOLITION PLAN Drawing Title ' I D-2 SECOND FLOOR DEMOLITION PLAN I o BAR NOTES PER 2020 ECC Y5 Title Pa e E re55 Plan � N / �0 DN LIFT I SECTION 403.1 NOT LE55 THAN ONE THERM05TAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM SCTM# 1000 106.00 06.00 003.000 BUILDING No: R403.3.3 DUCT TESTING(MANDATORY) DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING METHODS: 5CDH5 No.: C-21-0373 JM2 No: 2022-OG42 ROUGH-IN TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA)ACK055 THE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. DN I P05TCON5TRUCTION TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA)ACR055 THE ENTIRE SYSTEM, ZBA No: 7573 DATE: 2/15/2022 ® ® ® ® ® ® ® ® � SENTRY ® ® ® ® di INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE,REGI5TER5 SHALL BE TAPED OR OTHERWI5E SEALED DURING THE TEST. R403.5.1 HEATED WATER CIRCULATION AND TEMPERATURE MAINTENANCE SYSTEMS(MANDATORY SEAL$SIGNATURE: DE51GNED BY: DA HEATED WATER CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403.5.1.1. HEAT TRACE TEMPERATURE MAINTENANCE SYSTEMS SHALL BE O I IN ACCORDANCE WITH SECTION R403.5.1.2.AUTOMATIC CONTROLS,TEMPERATURE SENSORS AND PUMPS SHALL BE ACCESSIBLE.MANUAL CONTROLS CHECKED BY: JM SHALL BE READILY ACCESSIBLE. ��RED R403.6 MECHANICAL VENTILATION(MANDATORY) �g �E �'j� SCALE: As indicated RAMP RAMP THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT COMPLIES WITH THE REQUIREMENTS OF THE RE5IDENTIAL CODE OF NEW YORK STATE OR DN DN SLOPE 1:12 DN SLOPE 1:12 MECHANICAL CODE OF NEW YORK STATE OR NEW YORK CITY CONSTRUCTION CODE,A5 APPLICABLE,OR WITH OTHER APPROVED MEANS OF VENTILATION. Q �� 9 �� DWG No: OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CL05E WHEN THE VENTILATION SYSTEM 15 NOT OPERATING. R404.1 LIGHTING EQUIPMENT(MANDATORY) * 1 17-6" 5'- -0" 17' G" NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. FIrSt Floor- Egre55 2 R403.3.2 SEALING(MANDATORI� DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED.JOINTS AND SEAMS SHALL COMPLY WITH EITHER THE MECHANICAL CODE OF NEW YORK STATE q�� 3945 yOQ 3/ 1 Gil 1 1-01I T 1 OR RESIDENTIAL CODE OF NEW YORK STATE,OR THE NEW YORK CITY CONSTRUCTION CODE,AS APPLICABLE. F NEB Architect of Record: / JM2 4RCE-11ITECTUREPc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 173(5 T I G31.320.3305 F1 G31.320.3307 Applicant: Anthony Martignetti 8 East 92nd St,Apt 3 New York,NY 10128 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingvdle,NY 11735 (G31)320-3305 Structural Engineer: KITCHEN E2 Engmeer5 488 Montauk Ave New London,CT OG320 (SGO)437-3259 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (G31)35G-217G r-� Surveyor: U Nathan Taft Corwin III 158G Main Road, Jame5port,NY 11947 M. I)727-2090 UP Project Name BATH BATH 5775 W Mill Rd MECH. Project Address 5775 W Mill Rd, 0 Mattituck NY 11952 Project Type i' I MECH. Lift Renovation ReVision5 Design Development 03-14-2022 DINING AREA BAR Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner OG-I G-2022 Updated w/5eatmg Layout 07-20-2022 Revised Seating Layout 08-1 1-2022 Reo5ed per 5CDH5 Food Control 09-12-2022 PIan5 Kevzed per Owner 09-28-2022 Lighting Plans Revised per Owner 10-14-2022 Lighting PIan5 Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 a CL. FOYER THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND 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 EX15tln First Floor Plan SCTM# 1000-IOG.00-OG.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-OG42 first Floor - Existing I \ ZBANo: 7573 DATE: 11/7/2022 1411 = 11-01, A— 1 . SEAL�SIGNATURE: DESIGNED BY: DA CHECKED BY: JM SCALE: 114"= 1'-0" DWG No: s � 0 390) AO A= 1 , 0 Architect of Record: JM2A==M j40RCS ITECTUREpc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 PARMINGVILLE, NY, 1 1738 T I G31.320.3305 FI G31.320.3307 Applicant: Anthony Martignetti 8 East 92nd St,Apt 3 New York,NY I 0 128 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave,Suite 300 rarmingville,NY 11738 BEDROOM BEDROOM BEDROOM (63 I)320-3305 Structural Engineer: E2 Engmeers 488 Montauk Ave New London,CT OG320 (8GO)437-3259 MEP Engineer: Emtec Consulting Engineers DPC CL. 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (G31)35G-217G CL. CL. Surveyor: CL. Nathan Taft Corwin III 155G Main Road, Jamesport,NY 11947 (63 I)727-2090 -4�----------J Project Name IDN 5775 W Mill Rd HALL BATH '� Project Address 0 5775 W Mill Rd, UP Mattituck, NY 1 1952 Project Type Lift � Renovation Revisions Design Development 03-14-2022 CL. Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 Updated 05eating Layout 07-20-2022 Revised Seating Layout 08-1 1-2022 BEDROOM BEDROOM Revised per SCDHS Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 CL. 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 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title EX15tln Second F loor _ 5econd Floor EX15tlng Plan 114�� _ I �_O�� A I I SCTM# 1000-10G.00-06.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-OG42 ZBA No: 7573 DATE: 1 1/7/2022 SEAL SIGNATURE: DESIGNED BY: DA CHECKED BY: JM SCALE: 114"= I'-0° DWG No: * 1 � �'9TF 3945 A0Q Aw 1 F NEB Architect of Record: 20-7 112" 12'-2 114" 31'-10 112" 9'-I 112" 6'-6" JM2 LED 5TRl P LIGHT AAX4040-2 AAX4040-2 AAX4040-2 RCh ITECTUREPc 97"x 45" COUNTER, 9 "x 48" 97"x 45" WORKTOP COUNTER JM2 ARCHITECTURE,PC 42,75"HEIGHT 2410 NORTH OCEAN AVENUE WALL MOUNTED SCONCE LIGHTING ————— SUITE 300 AS SELECTED BY OWNER, 72"HEIG T i i FARMINGVILLE, NY, 11738 (FYP.ALL FIRST FLOOR) � i i � T 1631.320.3305 FI 631.320.3307 4 m OPEN i Applicant: X A 8 KITCHEN i Anthony Maitignetti N (SEE A-5) —————-J 8 East 92nd 5t,Apt 3 o z OYSTER BARTOP m New York,NY 10 128 o PICTURE LIGHTS (917)535-3777 — DINING(4 SEATS) — o o o HAND SINK Architect of Record: X KITCHEN o N JM2 Architecture,PC MASTER LIGHTING 103 Cl 0 2410 North Ocean Ave.Suite 300 CONTROLS 1 i O T-10" 4 3/4" 7-8 112" o Farmingvdle,NY 11738 LED STRIP LIGHTING N o (631)320 3305 1 _ BATH N 3 SERVER ; �' 105 Structural Engineer: STATION i z E2 Engmeers INTEGRATED LIGHTING NEW CABLE RAILINGS W/WOOD TOP RAIL — A-7 i b Fn AT RAILING CORNER INTEGRATED LIGHTING AS SELECTED BY OWNER `O o 488 Montauk Ave �o „' I DW New London,CT 06320 BOAT BOAT BOAT �c m CHARGER CHARGER CHARGER I � i (860)437-3259 . MEP Engineer: MOP SINK MOP Emtec Consulting Engineers DPC O BATH HALL HOOK W/SIDE 3555 Veterans Memorial Hwy,Suite M SPLASH GUARD Ronkonkoma,NY 11779 (2) 2 GANG WEATHERPROOF BATH 104 (631)356-2176 ELECTRICAL BOX o I 1 06 4 3/4° SERVICE STATION, STORAGE BELOW Surveyor: � DINING I 6'6" 4'-5 112" / G'-3 114" 4 3/4" 37 G"_ Nathan Taft Corwin III �,Z3 0 AFD050610 ( 11 MASTER LIGHTING 1586 Main Road, TABLE SEATING (3) 2 GANG WEATHERPROOF = 36"x 80 I CONTROLS = Jamesport,NY 11947 1 (45 SEATS) ELECTRICAL BOX m o SELF CLOSI G m DOCK _ (63 I)727 2090 CIO 1130 PICTURE LIGHTS — — " — BOTTLED WATER Protect Name FILTRATION ROPE —►I SYSTEM 0 LED STRIP LIGHTING 5775 W Mill Rd X Z3R TABLE SEATING 5/8"TYPE X (41 SEATS) ,— 3,-0„ STAIR up SHEETROCK BOTH Project Address AFD050610 SIDES(UL 305) J 5775 W Mill Rd I A8 3 �� I�7 �� SHELVES WI INTEGRATED , ROOFED OVER PATIO Co o 0 2 LED STRIP LIGHTING N LED STRIP LIGHTING oil Mattituck, NY 11952 —--BENEATH BAR -_ `O o o i i Q X n, Project Type �' BAR(10 SEATS) v m m o 0 0 (SEEA5),� Lift Renovation - � DN WOOD DECK LIFE `� // AfD050GIO L--- L J � m _ C, Revisions De511n Development 03-14-2022 Revised per Owner 04-I I-2022 (2)2 GANG WEATHERPROOF Revised per Owner 04-2 I-2022 ELECTRICAL BOX LED STRIP LIGH ING Kitchen revised per Owner 06-16-2022 BENEATH BAR DN co o Updated w/5eating Layout 07-20-2022 7AfD050G X o (BOTH SIDES) o � BAR Ln v'- Revised Seating Layout 08-1 1-2022 H05T I O2 0 = Revised per 5CDH5 Food Control 09-12-2022 INTEGRATED LIGHTING L? G'-0 112" 8'-0 I/2" 8'0 112" G'-4 1/2" m �r �.o Plans Revsed per Owner 09 28 2022 AT RAILING CORNER 30"x 54" 30"x 54" 30"x 54" N Lighting Plans Revised per Owner 10-14-2022 o Lighting Plans RCVISed per OwnerAll I 0 2 12022 Construction Documents 1 1-02-2022 DN RAMP TCLDH2646 DN TCLDH2646 TCLDH2646 RAMP NEW CABLE RAILINGS W/WOOD Revised and Resubmitted 2/I 512023 SLOPE I:12 SLOPE I:12 DN = TOP RAIL t INTEGRATED LIGHTING 2 v AS SELECTED BY OWNER A-2.0 IN PROVIDE LIGHTING NEW CABLE RAILINGS W/WOOD TOP RAIL 17'-G" 5'-0" LANDING 17'-6" G'-7" PAD BENEATH STAIR NOSING INTEGRATED LIGHTING AS SELECTED BY OWNER 5'-4" 5'-0" 17'-6" FIrSt Floor 1 = 20-7 1/2" 12'-2 114" 27-10" 8 114" 11411 _ 1 1-011 A-2.0 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND 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. NEW CABLE RAILINGS W/WOOD TOP RAIL —'—' INTEGRATED LIGHTING AS SELECTED BY OWNER I Drawing Title r---- I � HI �'r0 o5ed- Fi r5t FI DOr T.O. men Deck _ .- _ _ _ - ARTITION SCHEDULE ---- SYMBOL MARK DESCRIPTION _ SCTM# 1000-106.00-06.00-003.000 BUILDING No: SEE STRUCTURAL PLANS 1 '—� _—___________ EXISTING TO BE REMOVED SCDHS No.: C 2 10373 JM2 No: 2022-0642 FOR DECK A55EMDLY Gx6 PT WOOD P05T5 ON 12"DIA.x 3 DEEP POURED CONCRETE APPROXIMATE GRADE 50NOTUDE FOOTINGS,TYPICAL FOR ALL COLUMNS PT 2x 10 BOARDS FASTENED TO 6"6 PT WOOD POSTS INTERIOR- EXISTING TO REMAIN ZBA No: 7573 DATE: 2/15/2022 EXTERIOR- EXISTING PARTITION, 2"x 4" @ SEAL SIGNATURE: DESIGNED BY: DA I I III III III—I I a " a 16"O.C., SISTER AS NECESSARY TO SIMPSON COLUMN BASE MODEL#CB66 FORI III III 1 I I ( III III I 1 ( I I I I III 1-PT 2x 10 FRAMING W, DECKING BOARDS ON TOP I I 1 III III III—III III III III—III—III III III III � I _ _ - _ _EVERY POST AND FOOTING — — — — — — REPAIR ROTTED STUDS. NEW 3-112" R 15 CHECKED BY: JM _ _ I I—III— I III III III III III—III—III III III III III III i i I III III III. I I 1-1 I I. III—III III— I I— I I-1 I I I I I III III III _ III:—I i I—III III III III III III III i I I I _ __ _ _ __ FIBERGL INSUL(R-I 5)� I EPS — DIA.x 3G"DEEP POURED _III III—III III III �aED +f C _ � �I I I III—I I I I I I 1 I I—I I I I I I III III I I I I III 11 I I I I_ I I I_ I—III III III I I I I I I—BOARD SHALL BE BOLTED TO 12"THIGK CONCRETE.I III III—III—III III CONTINUOUS INSULATION (R-3.85) 5� E ti, SCALE: As indicated III III III I I I I I I I III III III III III IIII I_ _ —_ OOTING __ _ f0NC;KL1t50NOTU3fI II I IPAD W1112"THREADED ROD @ 12'O OPROPOSED PARTITION 2"x 4" 16" T__ _ � I � @ � � 9 � DWG I I I 1 I 11 I I 1 I I 1 I I _ I I I 1 I I I I I I I I I I I I I I I 1 I 11 I I 1 I 1=1 I I 1 I I I I I 1 I I I I I I 1 I I 1 I I I I I 1 I I 1 I I I I I I I I 1 I I 1 I I 1 I I 1 I SISTER AS NECESSARY TO REPAIRII III III III III III III III III III III _ _ _ _ II ROTTED STUDS. 1-1 I I 1 I I I I I III—I 11 III I 111 III I I I III I III 1 I I 1 I I III-1 I I 1 I 1 1 I I I I 1 �1 ----) 11—III I I I III-1 I I I I i I 1 I 1 I I I I 1 I 1 I—III I I I _ (1 I I I I I•I IIII (III 1�`I 1111�11 1 11 1 11 1 1) 1 11 1 1) 11 I I I I I(I 111 1 11 1 1 III III i III III III—III III III III III—III III—III III—III III III III—III I I I—I I I III III III III III III III III III III III III—III—III III III EXTERIOR-3 I/2 RI 5 FIBERGL INsuL I 2 INSULATION (R-3.85)E CONTINUOUS N�gTF or39ay RAMP SECT ON A=25 11 — 1 11 A-2,0 BATHROOMS-WATER RESISTANT F NEB 112 — I -O GYPSUM BOARD SOUNDPROOF W1 SAM CONSTRUCTION NOTES SECTION R501 EXISTING BUILDINGS Architect of Record: A.GENERAL SECTION R501 EXISTING BUILDINGS I. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS,SEQUENCES,OR PROCEDURES,OR FOR R501.1 SCOPE JM2 SAFETY PRECAUTIONS OR PROGRAMS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL EXISTING ELEMENTS DURING CONSTRUCTION THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE ALTERATION, REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES. AGAINST DAMAGE,BREAKAGE, DISTORTION,COLLAPSE OR MISALIGNMENT. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2020 NYS BUILDING CODE AND ALL LOCAL AUTHORITIES HAVING JURISDICTION. R501.1.1 ADDITIONS ALTERATIONS OR REPAIRS:GENERAL R C I T E C T U R E P C 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DMEN510N5 BEFORE BEGINNING ANY WORK,AND SHALL REPORT ANY DISCREPANCIES TO THE ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING BUILDING, BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY WITH SECTION R502, K503 OR K504. UNALTERED ARCHITECT IMMEDIATELY. PORTIONS OF THE EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE REQUIRED TO COMPLY WITH TH15 CODE. 4. THE OWNER SHALL BE RESPONSIBLE FOR SUPERVISION DURING CONSTKJCTION. THE OWNER SHALL BE RESPONSIBLE FOR FILING AND SECURING ALL REQUIRED BUILDING PERMITS PRIOR TO THE START OF ANY WORK. R501.2 EXISTING BUILDINGS JM2 ARCHITECTURE, PC 5. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE SITE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE TOWN OF BROOKHAVEN. EXCEPT AS SPECIFIED IN TH15 CHAPTER,THIS CODE SHALL NOT BE USED TO REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT OF, NOR PREVENT THE CONTINUED USE 2410 NORTH OCEAN AVENUE G. THE ELECTRICAL CONTRACTOR SHALL LOCATE AND DISCONNECT AT THE SERVICE PANEL,ALL CIRCUITS AFFECTED BY CONSTRUCTION. AND MAINTENANCE OF,AN EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE TIME OF ADOPTION OF THIS CODE, SUITE 300 7. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. FARMINGVILLE, NY, 11738 K501.3 MAINTENANCE T 1631,320.3305 FI 631.320.3307 B.STRUCTURAL BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE MAINTAINED IN A SAFE AND SANITARY CONDITION. DEVICES AND SYSTEMS THAT ARE REQUIRED 13YTH15 CODE I. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR#2(UNLESS OTHERWISE NOTED)875p5i Fb. SHALL BE MAINTAINED IN CONFORMANCE TO THE CODE EDITION UNDER WHICH INSTALLED.THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE 2. WOOD THAT COMES IN CONTACT WITH MASONRY AND CONCRETE SHALL BE WOLMANIZED/PRESSURE TREATED. MAINTENANCE OF BUILDINGS AND STRUCTURES.THE REQUIREMENTS OF THIS CHAPTER SHALL NOT PROVIDE THE BA515 FOR REMOVAL OR ABROGATION OF ENERGY Applicant: 3. JOISTS, RAFTERS AND BEAMS SHALL HAVE A MINIMUM OF 3"BEARING AT ENDS. CONSERVATION, FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING STRUCTURES. Anthony Martignetti 4. EXTERIOR WALLS SHALL BE 2"x 6"WOOD STUDS @ 16"o.c.UNLESS NOTED OTHERWISE ON PLANS EXTERIOR SHEATHING SHALL BE 112" CDX PLYWOOD. 8 East 92nd St,Apt 3 fNYI R501.4 COMPLIANCE New York,NY 10128 BUILDING COMPONENT SPECIFICATION LIST ALTERATIONS, REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF, EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS FOR (917)535-3777 ALTERATIONS, REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOCATION, RESPECTIVELY, IN THIS CODE AND THE RE51DENTIAL CODE OF NEW YORK STATE,BUILDING ROOF A55EMBLY CODE OF NEW YORK STATE, EXISTING BUILDING CODE OF NEW YORK STATE, FIRE CODE OF NEW YORK STATE,FUEL GAS CODE OF NEW YORK STATE,MECHANICAL CODE OF NEW Architect of Record: ROOF FLASHING: AS PER SECTION K905.2.8 OF THE 2015 INTERNATIONAL RESDENTIAL CODE,BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE YORK STATE,PLUMBING CODE OF NEW YORK STATE, PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NFPA 70. JM2 Architecture,PC MANUFACTURER'S INSTRUCTIONS,AND SHALL BE CORROSION RE515TANT SHEET METAL OF MINIMUM NOMINAL 0.019 INCH 2410 North Ocean Ave.Suite 300 R501.5 NEW AND REPLACEMENT MATERIALS Farmingville,NY 11735 ASPHALT ROOF SHINGLE: AS PER THE 2020 NY5 BUILDING CODE,ASPHALT SHINGLES SHALL HAVE SELF-SEAL STRIPS OR BE INTERLOCKING. FASTENERS FOR ASPHALT SHINGLES EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY TH15 CODE, MATERIALS PERMITTED BY THE APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED. LIKE MATERIALS (631)320-3305 SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GA.SHANK WITH A MIN.3/8"DIA.HEAD.ASPHALT SHINGLES SHALL HAVE A SHALL BE PERMITTED FOR REPAIRS, PROVIDED THAT HAZARDS TO LIFE,HEALTH OR PROPERTY ARE NOT CREATED. HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE MINIMUM OF 51X FASTENERS PER SHINGLE. CODE FOR NEW CONSTRUCTION WOULD NOT ALLOW THEIR USE IN BUILDINGS OF SIMILAR OCCUPANCY, PURPOSE AND LOCATION. Structural Eng I neer: E2 Engineers UNDERLAYMENT:AS PER THE 2020 NYS BUILDNIG CODE,UNDERLAYMENT ON ROOF SLOPES 4:12 OR GREATER SHALL BE ONE LAYER AND APPLIED SHINGLE FASHION, PARALLEL TO SECTION R503 ALTERATIONS 458 Montauk Ave AND STARTING FROM THE SAVE AND LAPPED 2',FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS SHALL BE OFFSET BY G'-O". , PROVIDE A SELF-ADHERING POLYMER R503.1 GENERAL New London,CT OG320 MODIFIED BITUMEN SHEET IN LIEU OF 30#FELT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INCHES IN51DE THE EXTERIOR WALL LINE. ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION.ALTERATIONS SHALL BE SUCH THAT THE (860)437-3259 ICE BARRIERS SHALL BE 2 LAYERS APPLIED ALONG THE ROOF EDGES 24"INSIDETHE EXTERIOR WALL ON ROOF SLOPES UP TO 7:12,AND 36"ALONG THE ROOF SLOPE STARTING EXISTING BUILDING OR STRUCTURE IS NOT LESS CONFORMING TO THE PROVISIONS OF THIS CODE THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE FROM THE EAVE ON ROOF SLOPES 8:12 AND GREATER. ALTERATION. MEP Engineer: Emtec Consulting Engineers DPC VAPOR BARRIER:AS PER THE 2020 NEW YORK STATE BUILDING CODE, ROOF/CEI-INGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,A VAPOR RETARDER SHALL ALTERATIONS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW 3555 Veterans Memorial Hwy,Suite M BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION. CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH TH15 CODE.ALTERATIONS SHALL NOT Ronkonkoma,NY 11779 CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EX15TING BUILDING SYSTEMS.ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE DOES (631)35G-217G 31'-10 112" NOTE: NOT USE MORE ENERGY THAN THE EX15TING BUILDING OR STRUCTURE PRIOR TO THE ALTERATION.ALTERATIONS TO EXISTING BUILDINGS SHALL COMPLY WITH SECTIONS CONTRACTOR SHALL REFER TO THE NAILING SCHEDULE AND DETAIL SHEET FOR PLL CONNECTION SPECIFICATIONS PERTAINING TO EXTERIOR WALL STUDS, RIM JOIST, FLOOR R503.1.I THROUGH R503.2. S Urveyor: 6'-6" 9'9" 9'-1 1/2" 6'-G" _ JOISTS, BRACING AND PLYWOOD SUB-FLOORING. Nathan Taft Corwin III LNYI R503.1.1 BUILDING ENVELOPE 158G Main Road, BUILDING ENVELOPE A55EMBLIE5 THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION R402.1.2 OR R402.1.4,SECTIONS R402.2.1 THROUGH R402.2.13, Jamesport,NY 11947 R402.3.1, K402.3.2, R402.4.3 AND R402.4.5. (631)727-2090 EXTENT OF FLOOR UNDERGO LATER BEVERAGE EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE PICTURE WATERPROOFING COOLER D U2450G BUILDING 15 NOT INCREASED: Protect Name 30"x 54" LIGHTS(TYP.] 30"x 54" 30 x 54" .. � .: :, . ' EXISTING CEILING,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION. 5��5 W M I I Rd TCLDH2646 TCLDH2646 TCLDH2646 I SECTION R504 REPAIRS 30"x 46"SKYLIGHT L---J R504.1 GENERAL ABOVE VELUX-M06 HOOD ABOVE BUILDINGS,STRUCTURES AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION R501.3 AND THIS SECTION.WORK ON NONDAMAGED COMPONENTS Project Address PW302418 NECESSARY FOR THE REQUIRED REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL NOT BE SUBJECT TO THE REQUIREMENTS 0 e :; FOR ALTERATIONS IN TH15 CHAPTER.ROUTINE MAINTENANCE REQUIRED BY SECTION R501.3,ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT OF WEAR DUE TO 5775 W Mill Rd, 0 30"TRANSITIONAL NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS IN THIS SECTION. i INDUCTION RANGE IR30450/5/T Mattituck, NY 11952 5 Living Room I-----J ; KITCHEN L Protect Type o PICTURE LIGHTS 6 A-8 7 02 o v 20 I i 5'x 5'ISLAND o b m 8 m Lift Renovation F r-------- ! ---- ----_ 30"x 46"SKYLIGHT 30"x 46"SKYLIGHT ABOVE VELUX-M06 ABOVE VELUX-M06 ---i Revisions i MICROWAVE Design Development 03-14-2022 DRAWER MD24TE5 Revised per Owner 04-1 1-2022 WATERPROOF ENTIRE FLOOR P I WATERPROOF ENTIRE Revised per Owner 04-21-2022 UP WALLS W/BONDTAC 1500 KITCHEN FLOOR W/ 4 3/411 i REF — DW — J BONDTAC 1500 Kitchen revised per Owner OG-16-2022 PR03650G L---J 1 TCLDH2646 Updated w/Seating layout 07-20-2022 WATERPROOF ENTIRE FLOOR 36 x Revised Seating Layout 08 112022 T-0" 4 3/4" '-0 112" 2'-3 314" - 30"x 54" o LNDRY 80 Revised per 5CDH5 Food Control 09-12-2022 t SHOWER FULL HEIGHT W/ K, CL. 30"x 80" STAIR DN Plans Revised per Owner 09 28 2022 BONDTAC 1500 I 2 12 5/8"TYPE X SHEETROCK Lighting Plans Revised per Owner 10-14-2022 FIXTURES FINISHES AS U W/D BOTH SIDES(UL 305) per Owner 10-21-2022 00 414 4 9htin 9 Plans Revised SELECTED BY OWNER BATHROOM HALL Construction Documents 1102 2022 �r _ N 2 170 N 2 33 36"x 50" N x ALL SCONCE FRSC H" HVAC L39 x 80" ECHANICAL "' C\1 WATERPROOF ENTIRE s l A-5 UP 203 `0 FLOOR� I'UP WALLS o A-5 x BONDTAC 1500 — HVAC W/FIREC 60 RATED SHAFT U 30"x 80" STAIR m � N ROOFED CVER o Bedroom FIXTURES FINISHES AS ATTIC PATIO BELOW "' I 20- WALLAA.X2 SELECTED BY OWNER O I b R m — N SCONCES&J ��, Master Bat THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY CLZ 204 ® UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A m WALL 209 206 28"x 30" VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. SCONCES m SHELVES WATERPROOF ENTIRE DN STATE EDUCATION LAW. Fv o FLOOR*SHOWER FULL O m �r HEIGHT W/BONDTAC 15(0 LO 30"x 80" o `r Drawing Title C) C\JC\- X Pro o5ed- Second Floor UNFINISHED OPEN ATTIC. m o o REMOVE ALL EXISTING NOW LOAD BEARING PARTITION WALLS 0 X Plan BEDROOM Master BedroomLn N 207 5 5 112" 205 I I'-9 114" SCTM# 1000-106.00-OG.00-003.000 BUILDING No: `v SCDHS No.: C-21-0373 X o WALL JM2 No: 2022 0642 o � "' X m _ SCONCES o ZBA No: 7573 DATE: 1 1/7/2022 WALL SCONCES SEAL SIGNATURE: DESIGNED BY: DA TCLDH2646 TCLDH2646 TCLDH2646 30N x54 CHECKED BY: JM ;;; , 5 �E qy/�, 30"x 54" 30"x 54" 30"x 54" TCLDH2646 FIE C SCALE: I14"= I'-0" 5'-1 1" 8'-2 1/4" 8'2" 6'-3" _ �� DWG No: Of 12'-2 114" 2 '-6" * I I Second Floor 1 Attic 2 `�x 3945 yo�� 11411 - 11-011 �A-2. I 11411 11-011 Ik2. I F N A= 201 Architect of Record: LEGEND CEILING NOTES ELECTRICAL NOTES PENDANT LIGHT AS SELECTED BY OWNER 1. ALL CEILING SYSTEM HEIGHTS NOTED ON PLAN. ELECTRICAL SPECIFICATIONS: ® ® REFER TO MEP PLANS FOR EGRESS LIGHTING 4.ALL LIGHT FIXTURES PROPOSED IN BATHROOM t FOOC PREP AREAS TO BE WATERPROOF.GYPSUM BOARD CEILING PROPOSED 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE 2020 INTERNATIONAL BUILDING CODE,THE 2020 INTERNATIONAL COMMERCIAL ENERGY CODE, NFPA ARTICLE 70, NATIONAL JM2 IN THESE AREA TO BE WATER AND MOISTURE RESISTANT. ELECTRIC CODE,AND ALL OTHER APPLICABLE CODES.WORK OF TH15 SECTION SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 8" 15 WATT LED DIMMABLE ROUND 5. MEP CONTRACTOR TO COORDINATE SUPPLY AND RETURN DIFFUSER LOCATIONS WITH ENGINEERING DRAWINGS. PRIOR TO 2. ELECTRICAL WORK 15 NOT CONFINED TO THE ELECTRICAL DRAWINGS. REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS FOR OTHER INFORMATION, RECESSED DOWNLIGHT EXTERIOR GRADE v REFER TO MEP PLANS FOR EGRE5S LIGHTING INSTALLATION,CONTRACTOR SHALL PROVIDE COORDINA110N DRAWING FOR ARCHITECT5 REVIEW AND APPROVAL, 3. MANUFACTURER'S DIRECTION SHALL BE FOLLOWED IN INSTALLING,TESTING AND PLACING INTO OPERATION ALL EQUIPMENT AND SYSTEMS. PAY FOR ALL SUPERVISION,TESTING AND RCh I T E C T U R E p c G. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO AIR LEAKAGE I CFM. APPROVAL OR MANUFACTURER FOR ALL EQUIPMENT. 7.CEILINGS TO BE HUNG WITH X-CX CEILING CLIPS AND HANGER A55EMBLIE5 AS MANUFACTURED BY HILTI W1 12 GAUGE CARBON 4.ALL RACEWAY AND WIRING SHALL BE CONCEALED IN FINISHED AREAS AS DETERMINED BY THE ARCHITECT, RACEWAY MECHANICAL ROOMS SHALL BE SURFACE MOUNTED. 0 8" 15 WATT LED DIMMABLE ROUND RECESSED NTIA O GHT MODEL EQUAL 15L 40k � REFER TO MEP PLANS FOR EXHAUST FANS STEEL HANGER WIRE,OR APPROVED EQUAL. 5.ALL BRANCH CIRCUIT WIRING WITHIN THE BUILDING SHALL BE TYPE THHN IN RIGID GALVANIZED CONDUIT, EMT CONDUIT,OR MC CABLE, PROVIDE LIQUID TIGHT FLEXIBLE METAL CONDUIT IN W/TRIM S-DU(T N-PC AS MANUF BY CREE ESSENTIA OR APPROVED EQUAL JM2 ARCHITECTURE, PC 8. EXISTING CEILING SYSTEMS TO BE REMOVED AND DISCARDED. LIMITED LENGTHS FOR CONNECTION EXPOSED TO WEATHER,MOISTURE,OR VIBRATIONS,OR AS REQUIRED FOR EQUIPMENT INSTALLATION. 2410 NORTH OCEAN AVENUE 9.ALL LIGHTING SYSTEMS SHALL HAVE DIMMERS. G. RIGID CONDUIT SYSTEMS SHALL BE MADE UP WITH THREADED FITTINGS AND COUPLINGS. REFER TO MEP PLANS FOR SUPPLY DIFFUSERS SUITE 300 O NEW ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR AS PER 7. BRANCH CIRCUIT WIRE AND CABLE SHALL BE TYPE THHN COPPER CONDUCTOR.ALL WIRE AND CABLE#10 AND SMALLER SHALL BE SOLID COPPER.COLOR CODING SHALL BE USED FARMINGVILLE, NY, 11738 NY5 2018 UNIFORM CODE SUPPLEMENT,SECTION 907.2.1.3 THROUGHOUT THE SYSTEM USING BLACK, RED,AND BLUE FOR PHASE WIRES,WHITE FOR GROUNDED NEUTRAL WIRES,AND GREEN FOR EQUIPMENT GROUNDING CONDUCTORS. T 1631.320.3305 FI 631.320.3307 0 REFER TO MEP PLANS FOR RETURN DIFFU5ER5 8.ALL WIRE SPLICES SHALL BE MADE WITH PRESSURE TYPE CONNECTORS.SPLICES IN DAMP OR WET LOCATIONS SHALL BE MADE WATERTIGHT AND WATERPROOF. FOLLOW MANUFACTURERS DIRECTIONS FOR CONNECTIONS AND TERMINATIONS OF M.I.CABLE. CO NEW CO DETECTOR BY MIRCOM,MODEL#CO 1224TRIM50 I M. 9. PROVIDE OUTLET BOXES AT ALL FIXTURES,JUNCTION BOXES AND WIRING DEVICES. BOXES SHALL BE PROPERLY SUPPORTED AND 51ZED FOR THE NUMBER OF CONDUCTORS IN Applicant: SEE ALARM DRAWINGS FOR EXACT LOCATION. ACCORDANCE WITH NEC. INTERIOR BOXES SHALL BE GALVANIZED STEEL, UNLE55 NOTED OTHERWISE. Anthony Martignetti 10. PROVIDE JUNCTION BOXES AND WIRING TROUGHS,51ZED AS PER NEC,WHERE SHOWN OR WHERE NECESSARY TO FACILITATE PULLING OF CONDUCTORS. BOXES AND TROUGH SHALL BE 8 East 92nd 5t,Apt 3 SHEET STEEL,EITHER GALVANIZED OR PAINTED FINISH.COVERS SHALL BE SCREW TYPE OR COMBINATION HINGED AND SCREWED. New York,NY 10128 11. PROVIDE EXPANSION FITTINGS AT BUILDING EXPANSION JOINTS. EXPAN5ION FITTINGS SHALL BE OZ-GEDNEY TYPE AX OR EQUAL WITH APPROPRIATE BONDING JUMPER. (917)535-3777 12. PROVIDE LIGHTING FIXTURES AS SHOWN ON THE SCHEDULE,COMPLETE WITH ALL STEMS, RODS,SUPPORTS,PLASTER FRAMES,ETC., NECESSARY FOR AN INSTALLATION IN OR ON THE MATERIAL FINISHES PROVIDED. PROVIDE ALL LAMPS FOR LIGHTING FIXTURES. FIXTURES SHALL HAVE ENERGY SAVING LAMPS,AND ENERGY SAVING BALLASTS WITH HIGH POWER FACTOR. Architect of Recorcl: 13. PROVIDE TEMPORARY LIGHTING AND POWER IN ACCORDANCE WITH ARTICLE 305 OF THE NEC. JM2 Architecture,PC 14. PROVIDE ALL SAFETY SWITCHES AS SHOWN ONT HE DRAWINGS AND/OR REQUIRED BY NEC FOR MOTOR,APPLIANCE AND ELECTRIC HEAT EQUIPMENT DISCONNECTION,ALL D15CONNECT 2410 North Ocean Ave.Suite 300 SWITCHES SHALL BE LOCKABLE IN THE"ON"OR"OFP'POSITION.SEE MECHANICAL DRAWINGS FOR FACTORY MOUNTED SWITCHES. Farmmgvdie,NY 11738 15. PROVIDE 120V DUCT TYPE SMOKE DETECTOR,TO BE INSTALLED BY MECHANICAL CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR. UNIT KT-I SHALL SHUT DOWN UPON (631)320-3305 ACTIVATION OF DETECTOR, ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL WIRING, INTERP05ING RELAY AND KEY OPERATED MANUAL RESET SWITCH LOCATED AT REAR DOOR. Structural Engineer: E2 Engmeers 488 Montauk Ave New London,CT 06320 (860)437-3259 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (631)356-2176 Surveyor: Nathan Taft Corwin III COUNTER BELOW 1586 Main Road, Jamesport,NY 11947 (631)727-2090 I I i I I I i L--------i Project Name OI I I i i I I I I I I 5775 WMill Rd I I I I I I (2)LAYERS TYPE X 5HEETROCK 1 O (UL RC-2601) i i i r-— Project Address ---------- 5 0 5775 W Mill Rd, I I I I I G A-8 7 i i PROVIDE LED STRIP O l i LIGHTING UNDERNEATH CASEWORK M attituck NY 11952 8 � O ; r- i Project Type I 0 Lift Renovation 0 0 I mRevisions i r—————————————J Design Development 03-14-2022 Revised per Owner 04-1 1-2022 ❑ Revised per Owner 04-2 I-2022 EXTERIOR GRADE LIGHTING AT Kitchen revised per Owner 06-16-2022 UNDERSIDE OF CANOPY(TYP.) WATER RESISTANT 0 0 m Updated w/5eating Layout 07-20-2022CO j LIGHTING AT BATHROOMS O Revised 5eating Layout 08-1 1-2022 Revised per SCDHS Food Control 09 12 2022 Plans Revised per Owner 09-28-2022 RECE55ED OO Lightng Plans Revised per Owner 10-14-2022 ———————————— —_ — — ——— — _ — LIGHTING Lighting Plans Revised per Owner 10-21-2022 �— LINE OF HEAVY TIMBER CONSTRUCTION I F 0 Construction Document:5 1 1-02-2022 IS J ❑ 48"INFRARED HEATERS T I I"CEILING HEIGHT MOUNTED TO UNDERSIDE 7'-3"CEILING HEIGHT AT EXISTING BEAMS G / O OF CANOPY MT.x4) I I L -_J O O I 0 0 [3 CO �� I I (3)FANS W/LIGHTING AT _ 0 � � I i UNDERSIDE OF CANOPY(fYP.) NOTE:PRIOR TO INSTALLATION CONTRACTOR SHALL THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS FIELD VERIFY EXISTING BEAM LOCATIONS. LIGHTING SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY ❑ i i SHALL BE INSTALLED CENTERED ON EXISTING BEAMS IN UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A DRYWALL. VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. (2) LAYERS TYPE X 5HEE7P.00K EXISTING GRAFFITI AT BEAMS TO REMAIN BETWEEN ALL HEAVY TIMBER BEAMS \` (UL RC-2601) Drawing Title 13 Q� EXISTING TIMBER BEAMS ARE 0 0\\� 5 MINIMUM G"x 10"AND MAINTAIN BAR BELOW RdCCtl0d CC111n Plan5 / MINIMUM I HOUR FIRE RATING � —__________ 0 0 5CTM# 1000-106.00-06.00-003.000 BUILDING No: Ll 0 1 1 SCDHS No.: C-21-0373 JM2 No: 2022-0642 YYP . . . ZBA No: 7573 PATE: 111712022 SEAL SIGNATURE: DESIGNED BY: DA CHECKED BY: JM 1 SCALE: As indicated First Floor— RCP � Second Floor_ RCP DWG No: I /411 I I-0 II A-3.0 1 /411 = 11-011 A-3.0 = v• 0 3945 OQ F F NEB yAm 3 s uAm ss Roof Architect of Record: JM2 RC ITECTUREPc ROOF CONSTRUCTION: EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT - 3/4"SHEATHING JM2 ARCHITECTURE, PC _ RR(SEE STRUCTURAL PLANS) 2410 NORTH OCEAN AVENUE HURRICANE CLIPS @ EA. RR SUITE 300 G"CLOSED CELL SPRAY FOAM INSULATION(R-42) FARMINGVILLE, NY, 11738 I"XPS CONTINUOUS INSULATION(R-5) T 1631.320.3305 IF G31.320.3307 Attic _ - - - - - - - - - - 112"GYP. BD Applicant: Anthony Martignetti r _ _ 8 East 92nd 5t,Apt 3 - New York,NY 10128 - (917)535-3777 PROPOSED CANOPY - EXTERIOR WALL CONSTRUCTION: Architect Of Record: EPDM FINISH V-RUSTIC 51DING BY TRUEXTERIOR JM2 Architecture,PC 15/32"CDX PLYWD OR 05B - TYVEK 24 I O North Ocean Ave.Suite 300 RR(PER STRUCTURAL PLANS) - ---- 15/32"CDX PLYWD OR 05B 2410 North ille,NY 11738 STAINED BEAD50ARD WALL STUDS(SEE STRUCTURAL PLANS) farmin(63 I)320-3305 81 3-1/2"RI 5 FIBERGL IN5UL(R-15) S I Oil Floor I"EPS CONTINUOUS INSULATION(R-3.85) Structural Engineer: - 10�� - - - - - - - - - - - - - - - - - - - -- 112"GYP BD(R-.45) E2 Engineers 488 Montauk Ave } New London,CT 06320 WOOD COLUMNS PER STRUCTURAL (560)437-3259 PLAN W/STAIN*MARINE VARNISH MEP Engineer: I FEmtec Consulting Engineers DPC NEW CABLE RAILINGS W/WOOD - 0 3555 Veterans Memorial Hwy,Suite M First Floor TOP RAIL*INTEGRATED LIGHTING -- o Z Ronkonkoma,NY 11779 0 _ (� AS SELECTED BY OWNER111 (63 I)356 2176 �I urveyor: il - - - - Nathan Taft Corwin III T.O. Piles 1586 Main Road, Jamesport,NY 11947 (631)727-2090 T.O. 0 en Deck -2' - 1 1° Project Name 5775 W Mill Rd NEW PILES PER STRUCTURAL PLANS Project Address 5775 W Mill Rd, Mattituck, NY 11952 West Elevation 2 Project Type 11411 _ 1 i_Oli A-4.0 Lift � Renovation A-5 Revisions Design Development 03-14-2022 Roof - - - - - - - - - - - - _ - - - - _ - - - - - Revised per Owner 04-1 1-2022 28' - Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 Updated w/Seating Layout 07-20-2022 ROOF CONSTRUCTION: Revised Seating Layout 08-1 1-2022 EX15TING ASPHALT SHINGLE W/CONT. RIDGE VENT Revised per 5CDH5 Food Control 09-12-2022 3/4"SHEATHING Plans Revised per Owner 09-28-2022 � RR(SEE STRUCTURAL PLANS) la htin Plans Revised per Owner 10-14-2022 HURRICANE CLIPS @ EA. RR 9 9 G"CLOSED CELL SPRAY FOAM INSULATION(R-42) Lighting Plans Revised per Owner 10-21-2022 30"x 46"SKYLIGHT I"XP5 CONTINUOUS INSULATION(K-5) Construction Documents 1 1-02-2022 (VEWX-M06) 12 112"GYP. BD 2 EXTERIOR WALL CONSTRUCTION: Attic V-RUSTIC SIDING BY TRUEXTERIOR 17' - 511 - - - - - - - - - - - - - - - - — - TYVEK - - - - - 15/32"CDX PLYWD OR 05B _ --- WALL STUDS(SEE STRUCTURAL PLANS) 3-I/2"RI FIBERGL IN5UL(R-15) FM I - I"EP5 CONTINUOUS INSULATION(R-3.85) 112"GYP BD(R-.45) _ __ ______ _ _ _____ _ THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS Second Floor - ----- CONCEALED FLASHING SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A PROPOSED CANOPY VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. o EPDM FINISH STATE EDUCATION LAW. - _ ---- -- - 15/32"CDX PLYWD OR 0513 O — _ RR(PER STRUCTURAL PLANS) STAINED BEADBOARD —70 WOOD COLUMNS PER STRUCTURAL PLAN Drawing Title W/STAIN*MARINE VARNISH WWIo - o o NEW CABLE RAILINGS W/WOOD EIPVatiOn5 - TOP RAIL t INTEGRATED LIGHTING First floor - -- - AS SELECTED BY OWNER 0' - 0" FLOOR CONSTRUCTION: 3/4: PLYWD SUBFLOOR _ _ _ _ T.O. PIle5 FJ (SEE STRUCTURAL PLANS) 5CTM# 1000-106.00-06.00-003.000 BUILDING No: -I - 0' zz 4.5"CL05ED CELL SPRAY FOAM INSULATION(R-31.5) - - - CONT.ASPHALT COATED COPPER TERMITE SHIELD 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 T.O. Open Deck ZBA No: 7573 DATE: 1 1/7/2022 SEAL t SIGNATURE: DESIGNED BY: DA i I CHECKED BY: JM NEW PILES PER RED STRUCTURAL PLANS N5� �E gyti,�, SCALE: 114" 0 F DWG No: North Elevation 1 114ii _ 1 i-011 A-4.0 (P�-9j� 0 394b F NEB A=4 , 0 Architect of Record: Roof _ 281 - Oil JM2� EXISTING ROOF STRUCTURE 4 PITCH TO REMAIN i\� �I--I I T E C T U R E P C JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE 30"x 4G"SKYLIGHT(VELUX-M06) SUITE 300 FARMINGVILLE, NY, 11738 T 631.320.3305 Fl 631.320.3307 yjk Attic -- - - --- -_- � --- - ----- -5— _ _ _CCNCEALED FLASHING — — — — — — — — Applicant: i n ROOF CONSTRUCTION: Anthony Martignetti PROPOSED ASPHALT SHINGLE W/CONT. RIDGE VENT 8 East 92nd 5t,Apt 3 314"SHEATHING New York,NY 10128 EXTERIOR WALL CONSTRUCTION: RR(SEE STRUCTURAL PLANS) (917)535-3777 HURRICANE CLIPS @ EA. RR Architect of Record: V-RUSTIC SIDING BY TRUEXTERIOR 6"CLOSED CELL SPRAY FOAM INSULATION(R-42) TYVEK I"KPS CONTINUOUS INSULATION(R-5) JM2 Architecture,PC 15/32"CDX PLYWD OR 055 M11l2"GYP. BD 2410 North Ocean Ave.Suite 300 WALL STUDS(SEE STRUCTURAL PLANS) - PROPOSED CANOPY Farmmgville,NY 11738 3-1/2"R 15 FIBERGL INSUL(R-15) EPDM FINISH (631)320-3305 I"EPS CONTINUOUS INSULATION(R-3.85) -- 15/32"CDX PLYWD OR05B Structural En Ineer: Second Floor 1/2"GYP BD(R-.45) — — — - — — — — — — — - -RR(PER STRUCTURAL PLANSr 9 , - 10 STAINED BEADBOARD E2 Engineers -- 488 Montauk Ave New London,CT 06320 -- (860)437-3259 WOOD COLUMNS PER STRUCTURAL PLAN MEP Engineer: W/STAIN MARINE VARNISH Emtec Consultmg Engmeers DPC 3555 Veterans Memorial Hwy,Suite M NEW CABLE RAILINGS WI WOOD Ronkonkoma,NY 11779 First Floor o z TOP RAIL*INTEGRATED LIGHTING (631)356-2176 O' - O' m AS SELECTED BY OWNER Surveyor: _ Nathan Taft Corwin III T.O. Piles — j 586 Main Road, 7 — ---- - — - - — — — — — — - — — amesport,NY (631)727-2090 T.O. Open Deck Project Name J -2 - 11 5 WM�II Rd 77 NEW PILES PER 5 STRUCTURAL PLANS Project Address 5775 W Mill Rd, Mattituck, NY 11952 East Elevation I Project Type 1 411 _ 1 1-011 / A-5 Lift Renovation Revisions Design Development 03-14-2022 Roof _ Revised per Owner 04-1 1-2022 J 28' - O° — — — — — — — — — — — — — — — — — — — — — —ROOF CONSTRUCTION: Revised per Owner 04-2 I-2022 EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT Kitchen rewsed per Owner 06-16-2022 3/4"SHEATHING Updated w/Seating Layout 07-20-2022 -41111 RR(SEE STRUCTURAL PLANS) Revised Seating Layout 08-1 1-2022 HURRICANE CUPS @ EA. RR Revised per SCDHS Food Control 09-12-2022 6"CLOSED CELL SPRAY FOAM INSULATION(R-42) Plans Revised per Owner 09-28-2022 I"XPS CONTINUOUS INSULATION(R-5) 112"GYP. BD lightmg Plans Revised per Owner 10-14-2022 Lighting Plans RevlSed per Owner 10-21-2022 Construction Documents 1 1-02-2022 30"x 46"SKYLIGHT (VfWX-M0G) Attic — — — — — — — — — — — — — — — — — — — — — 17' - 5" i EXTERIOR WALL CONSTRUCTION: FM V-RUSTIC SIDING BY TRUEXTERIOR TYVEK 15/32"CDX PLYWD OR 0513 _ - WALL STUDS(SEE STRUCTURAL PLANS) -. 3-1/2"RI 5 FIBERGL INSUL(R-15) --- - I"EPS CONTINUOUS INSULATION(R-3.85) THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS I/2"GYP BD(R-.45) Second Floor _ _ _ _ _ _ _ _ _ _ _ _ 8' - I O" — — — — — SUCH RE 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 Elevations F1r5t Floor PROPOSED ENTRY STAIR o z - 0' - 0" m — \ FLOOR CONSTRUCTION: 3/4:PLYWD SUBFLOOR- — — — SCTM# 1000-106.00-06.00-003.000 BUILDING No: T.O. P1165 _ _ _ _ _ _ _ _FJ(SEE STRUCTURAL PLANS) 4.5"CLOSED CELL SPRAY FOAM INSULATION(R-31.5) SCDHS No.: C 21-0373 JM2 No: 2022 0642 CONT.ASPHALT COATED COPPER TERMITE SHIELD 0 ZBA No: 7573 DATE: 1 1/7/2022 T.O. Open Deck NEW PILES PER -2' - 1 1° STRUCTURAL PLANS SEAL 4 SIGNATURE: DESIGNED BY: DA CHECKED BY: JM �c�aED SCALE: 114"= 1'-0° DWG No: South Elevation F 394$ Q' NEB O 1 /411 _ 11-011 Architect of Record: JM2 RCLH ITECTUREPc JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T I G31.320.3305 FI G31.320.3307 Applicant: Anthony Martignetti 8 East 92nd St,Apt 3 New York,NY 10128 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmmgville,NY 11735 (G31)320-3305 Structural Engineer: E2 Engmeers 458 Montauk Ave New London,CT OG320 (8GO)437-3259 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M _ Roof Ronkonkoma,NY 11779 — — — — — — — — — — — — — 28' - Oil (G31)35G-217G ROOF CONSTRUCTION: 5urVeyor: EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT Nathan Taft Corwin III 1 _ 3/4"SHEATHING 155G Main Road, RR(SEE STRUCTURAL PLANS) Jamesport,NY 11947 HURRICANE CLIPS @ EA. RR EXISTING ROOF FRAMING, G"CLOSED CELL SPRAY FOAM INSULATION(R-42) (63 I)727 2090 DECKING AND ATTIC I XPS CONTINUOUS INSULATION(R-5) i` FRAMING TO REMAIN 1/2"GYP.BD Project Name ATTIC CONTINUOUS LEDGER FASTENED TO Y' STUD WALL PER STRUCTURAL PLAN 5775 W Mill Rd Attic Project Address NEW ROOF FRAMING PER — — —17 - 5' ° 5775 W Mill Rd STRUCTURAL PLAN , PROPOSED CANOPY EPDM FINISH (MATCH EXISTING PITCH) 15/32"CDX PLYWD OR 055 Mattituck, NY 11952 EXTERIOR WALL CONSTRUCTION: RR(PER STRUCTURAL PLANS) V-RUSTIC SIDING BY TRUFXfERIOR s Project Type STAINED BEAD50ARD TYVEK _ 15/32"CDX PLYWD OR 05B o NEW CANOPY FRAMING MECHANICAL STAIR WALL STUDS(SEE STRUCTURAL PLANS) `q PER STRUCTURAL PLAN 3-1/2"R15FIBERGLIN5UL(R-15) Lift Renovation I"EPS CONTINUOUS INSULATION(R-3.85) I/2°GYP BD(R.45) BATfi ROOM HALL Second Floor Revisions 8' - I 011 Design Development 03-14-2022 NEW CABLE RAILINGS W/WOOD NEW WOOD POSTS PER �+ TOP RAIL t INTEGRATED LIGHTING STRUCTURAL PLAN Revised per Owner 04 112022 AS SELECTED BY OWNER NEW WOOD FRAMED Revised per Owner 04-21-2022 WOOD COLUMNS PER STRUCTURAL INTERIOR STAIRCASE Kitchen revised per Owner OG-I G-2022 PLAN W/STAIN t MARINE VARNISH j NEW WOOD FRAMED Updated w/Seating Layout 07-20-2022 NEW PORCH DECKING*FRAMING NEW PORCH DECKING FRAMING PER ti INTERIOR STAIRCASE `O Revised Seating layout OS 112022 PER STRUCTURAL PLAN STRUCTURAL PLAN Revised per 5CDHS Food Control 09 12 2022 DINING BATH BAT ALL KITCHEN NEW FLOOR FRAMING PER Plans Revised per Owner 09 28 2022 ry STRUCTURAL PLAN Lighting Plans Revised per Owner 10-14-2022 First Floor Lighting Plans Revised per Owner 10-21-2022 IL ,v" i(:e", . •va✓cgg 1 r` ( 'vv ,v.',''', \ 'v 1' '�l '!i i v.,, 'Y`Y , ,,( `1,. it , �l'r, '1':': ` rr\ vy i"<c; Construction Documents I I-02-2022 T.O. P11e5 - FLOOR CONSTRUCTION: T.O. 0 en Deck 3/4: PLYWD 5UBFLOOR -2' - i I II FJ(SEE STRUCTURAL PLANS) 4.5"CLOSED CELL SPRAY FOAM INSULATION(R-31.5) CONT.ASPHALT COATED COPPER TERMITE SHIELD NEW PILES PER STRUCTURAL PLAN THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS PROPERTYSUCH ARE THE Of JM2 ARCHITECTURE, P.C.ANY section I I UNAUTHORI ED USE 0 THESE DOCUMENTS SIN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. /411 _ 11_011 A-5 STATE EDUCATION LAW. Drawing Title 5ection 5CTM# 1000-IOG.00-OG.00-003.000 BUILDING No: 5CDH5 No.: C-21-0373 JM2 No: 2022-OG42 ZBA No: 7573 DATE: 1 1/7/2022 SEAL t SIGNATURE: DESIGNED BY: DA CHECKED BY: JM q SCALE: I14"= I'-0" 1` !y�9 Ca DWG No: * I N 3945 Qcam w5 F F NEB y Architect of Record: TOP OF GUARD +66.75"A.F.F. JM2 GLASS SNEEZE GAARD AR(CATECTUREPc 0 3-8" VARNISHED MAHOGANY BAR TOP do 2'-10" SPILL GUARD BULL NOSE JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE _—_—_—_ SUITE300 COLD FOOD WELL UNIT � i TOP OF PREP SURFACE FARMINGVILLE, NY, 11738 +42.75"A.F.F. T 1631.320.3305 FI 631.320.3307 VARNISHED MAHOGANY 5ANDWICH/5ALAD PREPARATION Applicant: COUNTER TOP REFRIGERATOR Anthony Martignetti 8 East 92nd St,Apt 3 AV NOTE:FOODS TRANSPORTED FROM ANY ACCE550RY STRUCTURE TO THE KITCHEN New York,NY 10128 MUST BE COVERED AND PROTECTED FROM CONTAMINATION DURING TRANSPORT. (917)535-3777 Architect of Record: ADA NOTE: JM2 Architecture,PC OYSTER BAR COUNTER DETAIL 2 BAR TOP DETAIL AS PER 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 206.2.8(EMPLOYEE WORK 2410 North Ocean Ave.Suite 300 Q AREAS): Farmville,NY 11738 -011 A-� `-� mg1. COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT (631)320-3305 ARE LE55 THAN 1000 SQUARE FEET AND DEFINED BY PERMANENTLY INSTALLED PARTITIONS,COUNTERS, CASEWORK,OR FURNISHINGS SHALL NOT BE REQUIRED TO Structural Engineer: COMPLY WITH ACCESSIBILITY SECTION 402. E2 Engineers 2. COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT 488 Montauk Ave ARE AN INTEGRAL COMPONENT OF WORK AREA EQUIPMENT SHALL NOT BE REQUIRED New London,CT 06320 TO COMPLY WITH ACCESSIBILITY SECTION 402. (860)437-3259 MEP Engineer: c Consulting Engineers DPCmte BRUSH SYSTEM FOR WASHING GLA55WARE 15 REQUIRED AT THE THREE Emte Veterans Memorial Hwy,Suite M COMPARTMENT SINK OR GLASSES MUST BE WASHED IN THE DISHWASHER Ronkonkoma,NY 11779 (631)356-2176 ALL CABINET FACES TO BE FINISHED WITH LAMINATE MANUFACTURED BYTEKNION OR Surveyor: COUNTER APPROVED EQUAL.ALL COUNTER TOPS TO BE WIL50NART 50LID SURFACE OR Nathan Taft Corwin III W/UNDERCOUNTER FRIDGE APPROVED EQUAL.COLORS TO BE CHOSEN BY OWNER. 1586 Main Road, Jamesport,NY 11947 (631)727-2090 NO GAS FIRED APPLIANCES OR UNITS,THEREFORE NO HOOD REQUIRED COUNTER, WORKTOP COUNTER 42.75"HEIGHT (i Project Name 12)UNDERCOUNTER FOOD CONTROL PLUMBING NOTES REFRIGERATOR -— I) 18"W ELECTRIC FRYER 5775 W Mill Rd I 1 3)36"W ELECTRIC 1. FOOD ITEMS REQUIRING TEMPERATURE CONTROL, IF ANY,ARE STORED IN REFRIGERATOR AND FREEZERS RUNNING 24 HOURS BY PROPANE. SNEEZE GUARD OPEN FLAT TOP GRIDDLE 2.ADEQUATE BARRIER PROVIDED BETWEEN WASTE LINES AND FOOD OR WASHING RELATED EQUIPMENT. ,5 KITCHEN 3. 1"INSULATION SHALL BE USED ON ALL HOT WATER SERVICE PIPING. INSULATE ALL EXPOSED HORIZONTAL PIPING ABOVE CEILINGS, DRAINAGE WATER 0 13)COLD FOOD WELL UNIT �, SUPPLY LINES IN ACCORDANCE WITH AN51 A 117.1 STANDARDS,SEE TABLE 403.2.10. Project Address e``"� 5'-0" 4. CONTROLS SHALL SHUT OF HEAT TRACE AND PUMPS WHEN HEATING SYSTEM 15 NOT IN OPERATION 5775 W Mill Rd I)5ANDWICH/SALAD 5. ALL COPPER TUBING SHALL CONTAIN 207o MAX. LEAD CONTENT , PREPARATION REFRIGERATOP. 2) RIGERCOUNTER G. PLASTIC MATERIALS ARE NOT TO BE USED FOR VENTS, ROOF DRAINS, HOT$COLD WATER LINES t SANITARY SYSTEMS. OYSTER BARTOP �j PREP REFRIGERATOR DINING(4 SEATS) ARE 7. HOT WATER HEATERS SHALL BE EQUIPPED WITH RELIEF VALVE�OUTLET OR PIPE TO DISCHARGE 50 A5 NOT TO CREATE A HAZARD OR DAMAGE. M attl tU ck, NY 11952 ° 10)HAND SINK W/51DE SPLASH GUARDS 8. NO RELIEF OUTLETS OUTLETS OR PIPING SHALL BE CONNECTED TO ANY DRAINAGE OF VENT PIPING. ° 9. ALL PLUMBING WORK SHALL COMPLY WITH NYS ENERGY CONSERVATION CODE. NY5 BUILDING CODE AND FIRE CODES,S.C.D.H.S.+h ALL OTHER CODES OF AUTHORITIES HAVING JURISDICTION. Project Type 10. DOMESTIC HOT WATER SHALL BE SUPPLIED BY ELECTRIC HOT WATER HEATERS AS SPECIFIED. ° 7)THREE COMP SINK W/SIDE SPLASH GUARDS I I. ALL UNDER GROUND COPPER WATER LINES SHALL BE TYPE K COPPER,ALL WATER LINES IN BUILDING ABOVE GROUND SHALL BE TYPE L COPPER. ° DIRTY DRAIN BOARDS BELOW 12. ALL WORK UNDER TH15 APPLICATION SHALL CON515T OF FURNISHING ALL LABOR,MATERIALS, EQUIPMENT t FIXTURES NECESSARY OR REQUIRED TO Lift Renovation O ° PERFORM�COMPLETE ALL WORK. ADA BATH 13, WATER SIZES TO FIXTURES SHALL BE AS FOLLOWS 1/2"TO LAVORATOPIES, KITCHEN SINKS,AND 3/4"TO WATER CLOSETS. 8)DISHWASHER 14. CONTRACTOR SHALL COORDINATE PLUMBING DRAWINGS WITH ARCHITECTURAL, ELECTRICAL MECHANICAL PLANS AS REQUIRED. — 9)CLEAN D15HTA13LE W/SPLASH GUARD 15. PROPERLY PLUMBED AND AIR-GAPPED INDIRECT DRAINS TO BE PROVIDED AS NECESSARY. Revisions m W Design Development 03-14-2022 �-�-- EQUIPMENT 5 C H E D U LE Revised per Owner 04 i t 2022 Revised per Owner 04-21-2022 �_ MOP SINK h MOP HOOK NUMBER BAR EQUIPMENT TYPE MANUFACTURER/MODEL NUMBER Kitchen revised per Owner 06-16-2022 E�D 0W/51DE SPLASH GUARD Updated w/5eating Layout 07-20-2022 B I MODULAR BAR DIE SYSTEM KMB Revised Seating Layout 08-1 1-2022 no ' IIII 52 UNDERBAR GLA55 ROCK KR24-G5B3-PE Revised per 5CDH5 Food Control 09-12-2022 ADA BATH SERVICE STATION, STORAGE BELOW Plans Revised per Owner 09-28-2022 m 53 UNDERBAR FILLERS DRAINBOARDS ROYAL FILLER Lighting Plans Revised per Owner 10-14-2022 TABLE SEATING �v OUTDOOR (41 SEATS) 36"x 80" o_ B5 CRAFT COCKTAIL MULTI-STATION KR24-M538L-10 Lighting Plans Revised per Owner 10-21-2022 TABLE SEATING o SELF CL05ING Construction Documents 1 1-02-2022 (45 SEATS) BOTTLED WATER Be UNDERBAR FILLERS t DRAINBOARDS ROYAL FILLER Revised and Resubmitted 2/15/2023 I'-1 1 114 FILTRATION SYSTEM B I)MODULAR BAR (VERO TOWER 70) B7 DISPENSER, BEER DB36L DIE SYSTEM ROPE —►� 58 UNDERBAR FILLERS t DRAINBOARDS ROYAL FILLER B2)UNDERBAR GLA55 ROCK 39 UNDERBAR DRY STORAGE KR24 5 12 PE 53)UNDERBAR FILLERS 510 CRAFT COCKTAIL MULTI-STATION KR24-M52GL-7 $DRAINBOARD 3'-0" SHELVES DI I UNDERBAR FILLERS�DRAINBOARDS ROYAL FILLER B5)CRAFT COCKTAIL MULTI-STATION 512 UNDERBAR HAND5INK KR24 12ST Be)UNDERBAR FILLERS 513 UNDERBAR BEER 5IN5 KR24-CB48 DRAINBOARDS B 14 BACK BAR COOLER 15560L THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS 137 DISPENSER, SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY ' BAR(I 0 SEATS) BEER PREP i UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A (SEE N-5), VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. 58)UNDERBAR FILLERS -AREA i i NUMBER KITCHEN EQUIPMENT TYPE MANUFACTURER/MODEL NUMBER i B 14)BACK BAR COOLERSTATE EDUCATION LAW.l�DRAINBOARDS r L i i I ELECTRIC FLOOR FRYER PITCO FRIALATOK, MODEL SE 14 B9)UNDERBAR DRY L——— STORAGE O T B 13)UNDERBAR BEER BINS 2 UNDERCOUNTER REFRIGERATOR TURBO AIR MODEL TUR-485D-N(-AL)(-AR) Drawing Title B 10)CRAFT COCKTAIL 1111 B 12)UNDERBAR HAND5INK W/SIDE SPLASH GUARDS MULTI-STATION 3 GRIDDLE, ELECTRIC ACCUTEMP MODEL EGF2083A2450-T I 1 B11)UNDERBARFILLERS*DRAINBOARDS 4 food ControlFlan 5 SANDWICH/PANINI GRILL VOLLRATH MODEL 40753 6 ELECTRIC COUNTERTOP FRYER EQUIPEX MODEL RF85P SCTM# 1000-106.00-06.00-003.000 BUILDING No: 7 THREE(3)COMPARTMENT SINK SAPPHIRE-MODEL#5M52020-3. (20"x20"COMPARTMENTS) 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 7.1 PRE-RINSE FAUCET ASSEMBLY,WITH ADD ON FAUCET KROWNE MODEL 17-109WL 0 ZBA No: 7573 DATE: 2/15/2023 8 DISHWASHER, DOOR TYPE CMA DISHMACHINES MODEL EST-C 9 CLEAN 015HTA5LE SEAL t SIGNATURE: DESIGNED BY: DA SAPPHIRE MANUFACTURING MODEL 5MCDT-24R 2 10 HAND SINK SAPPHIRE 5MH5-02D CHECKED BY: JM A-29 10.1 WALL/5PLA5H MOUNT FAUCET KROWNE MODEL 14-808L ��g �E qy��, SCALE: As indicated F 11 SANDWICH/SALAD PREPARATION REFRIGERATOR TURBO AIR MODEL T5T-485D-12-N �� 9 0A DWG 12 UNDERCOUNTER REFRIGERATOR TURBO AIR MODEL TUR-485D-D4-N * l FI rst Floor - Food Control I 13 COLD FOOD WELL UNIT, DROP IN, ICE COOLED ATLAS METAL MODEL WICDL-2 `��yT 0 3g4'5 oQ�- I /4ii = I i_oii A_6 F � NE�� NOTE: ICE BINS, MOP ROOM,WALK-IN REFRIGERATION,�EMPLOYEE LOCKERS TO BE LOCATED IN ACCE550RY STRUCTURE 50'FROM MAIN STRUCTURE Architect of Record: CONTINUOUS BEAD OF SEALANTJM2 I " CONTINUOUS BEAD OF SEALANT R C � I T E C T U R E P� CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 1631,320.3305 FI 631.320.3307 Applicant: WINDOW UNIT AS AIR BARRIER Anthony Martignetti 8 East 92nd St,Apt 3 CONTINUOUS MINIMAL EXPANDING FOAM AT New York,NY 10125 WINDOW PERIMETER (917)535-3777 Architect of Record: CONTINUOUS BEAD OF SEALANT JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 CONTINUOUS BEAD OF ADHESIVE Farmingville,NY 11738 (63 I)320-3305 PROVIDE RIGID INSULATION Structural Engineer: BAFFLE AROUND VENTILATION E2 Engineers CHUTE-FOAM SEAL PERIMETER 488 Montauk Ave U�J WINDOW UNIT AS AIR BARRIER CONTINUOUS BEAD OF SEALANT OF RIGID INSULATION CAVITY INSULATION New London,CT 06320 CONTINUOUS MINIMAL EXPANDING FOAM AT (860)437 3259 B F ® WINDOW PERIMETER CONTINUOUS BEAD OF SEALANT MEP Engineer: OI 2 PROVIDE STUD CAVITY CLOSURE ON THE Emtec Consulting Engineers DPC WALL SCONCES I O 3555 Veterans Memorial Hwy,Suite M CONTINUOUS BEAD OF SEALANT BACK SIDE OF EACH STUD CAVITY Ronkonkoma,NY 11779 CONTINUOUS BEAD CF SEALANT I'6" / \ I'3" ^° CONTINUOUS SILL SEALER-FULL (631)356-2176 WIDTH OF MUDSILL / I \ CONTINUOUS BEAD CF ADHESIVE I I I ( Surveyor: Nathan Taft Corwin III N_ 7-5 3/4" CONTINUOUS BEAD CF SEALANT FOUNDATION WALL AS AIR BARRIER oo �n III—I I I a.a <- 1586 Main Road, ' I I III 4 CONTINUOUS BEAD OF SEALANT D:TOILET PAPER DISPENSER, CONCRETE SLAB AS AIR BARRIER Jamesport,NY 11947 (631)727-2090 A 12"MIN. HEIGHT I " \ / ° p PROVIDE 5OLID BLOCKING BENEATH KNEE WALL Protect Name III—III I I - - - - -- �o aa` eod I I ( ( I ( I ( CAVITY INSULATION 5775 W Mill Rd m CONTINUOUS BEAD CF SEALANT Project Address XLERATOR HAND DRYER CONCEPTUAL AIR SEALING STRATEGY ll UPPER WALL SECTION CONCEPTUAL AIR SEALING STRATEGY ll LOWER WALL SECTION CONCEPTUAL INSULATION AT CAPE-STYLE ROOF ll CEILING AND KNEE WALL CAVITY INSULATION 5775 W Mill Rd, ZD A 12"MI MIN, HEIGHT Air Seal Detalb 2 2 Mattituck NY 11952 - 12"MIN. HEIGHT O1 I 3/�I1 _ ( 1—oil A-7 Project Type, _ — E:XLERATOR HAND DRYER F / 6 S" \ MANUFACTURED RECESSED LIGHT ENCLOSURE Lift Renovation I\G ATTIC I INSULATION ATTIC TRUSS i� I Revisions Design Development 03-14-2022 Revised per Owner 04-1 1-2022 WALL SCONCES — — — — / `\" FLOORASSEMBLY Revised per Owner 04-21-2022 F Kitchen revised per Owner 06-16-2022 O Updated w/Seatng Layout 07-20-2022 u \ / INSET BAND JOIST Revised Seating Layout 08 112022 CAVITY INSULATION Revised per SCDHS Food Control 09-12-2022 m 36"x 80"SC Plans Revised per Owner 09-28-2022 MUDSILL = Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 SILL SEALER EXPANDING FOAM SEALANT AT PERIMETER Construction Documents 1 1-02-2022 d ' CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT First floor - Bathrooms A °- FOUNDATION WALL DRYWALL CEILING _ I— A-7 RECESSED LIGHTING FIXTURE 1 /2u I 0a INSET BAND JOIST AT MUDSILL# 1 1/2"RIGID INSUL. AIR SEALING AT RECESSED LIGHTING IN ATTIC PLUMBING SCHEDULE * FIXTURE UNITS QTY WATER CL05ET SHALL 13E:AMERICAN STANDARD RAPIDWAY 1/6 GPF/G.0 LPF TOP SPUD ELONGATED WALL HUNG WATER CLOSET,MODEL#3445J 101 ,WITH CHURCH#3155C OPEN FRONT, 2 O THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS ELONGATED SOLID PLASTIC SEAT AND SLOAN#G2 81 1 1 EXPOSED SENSOR TYPE, BATTERY POWERED FLUSH VALVE. FIXTURE COLOR SHALL BE WHITE.ADA RIM HEIGHT 17-1/8" , INSTALL I"RIGID INSULATION CUT TO FIT BETWEEN SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY CONTINUOUS BEAD OF SEALANT THE RAFTERS. FOAM SEAL BOTH SIDES ALONG UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A CONTINUOUS BEAD OF ADHESIVE RAFTER WITH EXPANDING FOAM SEALANT. MAINTAIN VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. 2 LAVATORY SHALL BE: WS BATH COLLECTIONS SIMPLE 60.50A ADA WALL MOUNTED/VE55EL BATHROOM SINK IN CERAMIC 23.6"X 19.7" 2 CONTINUOUS BEAD OF SEALANT EQUAL VENT SPACE FOR LENGTH OF RIGID STATE EDUCATION LAW. INSULATION VENTED AIRSPACE AC C E55 O RY 5 C H E D U LE -�— FLOOR ASSEMBLY ATTIC INSULATION Drawing Title r Air Seal Detaib "xi` O GRAB BAR TO BE 42"GRAB BAR V/ITH PEENED GRIP AND POLISHED ENDS MODEL#85806.99 BY BOBRICK,OR APPROVED EQUAL INSTALL I"RIGID INSULATION VERTICALLY TO CONNECT INSULATING SHEATHING TO �� • - Bathroom Plal`15 O GRAB BAR TO BE 36 GRAB BAR V/ITH PEENED GRIP AND POLISHED ENDS MODEL#55806.99 BY BOBRICK,OR APPROVED EQUAL RIGID INSULATION BAFFLE.FOAM SEAL CONTINUOUS BEAD OF SEALANT BOTH JOINTS SCTM# 1000-106.00-06.00-003.000 BUILDING No: OC GRAB BAR TO BE 36"GRAB BAR V/ITH PEENED GRIP AND POLISHED ENDS MODEL#85806.99 BY BOBRICK,OR APPROVED EQUAL � SCDHS No.: C-2 I-0373 JM2 No: 2022-0642 OSURFACE MOUNTED TOILET PAPER DISPENSER TO BE:BOBRICK SINGLE ROLL MODEL#B2730 BY BOBRICK,OR APPROVED EQUAL CONTINUOUS BEAD OF SEALANT — CONTINUOUS BEAD OF SEALANT ZBA No: 7573 DATE: 1 1/7/2022 INTERIOR GYPSUM WALLBOARD AS AIR BARRIER SEAL SIGNATURE: DESIGNED BY: DA OELECTRIC HAND DRYER TO BE EXCEL XLERATOR(XL-SBV)HAND DRYER,STAINLESS, 208-277V CHECKED BY: JM �O FRAMED MIRROR TO BE VARIABLE 24"WIDTH x 36"HIGH 8-290 SERIES FRAMED MIRROR BY BOBRICK,OR APPROVED EQUAL EXTERIOR INSULATED WALL SCALE: As indicated CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND JOIST I"EXT. INSUL.SHEATHING AS ATTIC EAVE BAFFLE AND VENT O DWG No: SURFACE MOUNTED WASTE RECEPTICAL TO BE 8-35639 TKIMLINE SERIES WI DISPOSAL DOOR AS MANUF. BY BOBRICK OR APPROVED EQUAL 2 9 NOTES: Air Seal Deta b 1 s �- • ALL TOILET ACCESSORIES SHALL BE MANUFACTURED BY"BOBRICK'',OR APPROVED EQUAL I I 211 I 1-011 3945 y0Q • COPPER AND CAST IRON PIPING SHALL BE SUPPORTED BY HANGERS ANCHORS AND SUPPORTS. HANGERS AND STRAPPING MATERIAL SHALL BE OF APPROVED MATERIAL THAT WILL NOT PROMOTE GALVANIC / — A—� F F NEB A= 7 ACTIONS AS PER TABLE B.C.-308.5. MAXIMUM HORIZONTAL SPACING FOR SUPPORT OF C.I.SHALL BE 5-0". MAXIMUM HORIZONTAL SPACING FOR SUPPORT OF COPPER PIPING SHALL BE 12'-0." Architect of Record: I A-5JM2 4RC ITECTUREPC a 0 a D 0 0 D JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T 1 631.320,3305 F� 631.320.3307 _ I Applicant: s First Floor -LL Anthony Martignetti ' - O" — 8 East 92nd St,Apt 3 O New York,NY 10128 (917)535-3777 North Wall- Bar Room i East Wall- Bar Room 4 Architect of Record: c 1 /411 _ I 1-011 q 8 1 411 _ 11— 11 q 8 2410 North Ocean Ave.Suite 300 p Farmmgville,NY 1 1738 (631)320-3305 Structural Engineer: E2 Engmeers 488 Montauk Ave New London,CT 06320 (860)437-3259 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (631)356-2176 Surveyor: IE I 0 0 0 a Nathan Taft Corwin III 1586 Main Road, Jamesport,NY 11947 (631)727-2090 Project Name First Floor — - 0 - 0 � ..�.. . �. u - 5775 W Mill Rd 1 �L T 0O' u 11 b ._ First Floor South Wall- Bar Room 3 West Wall- Bar Room 2 ProJectAddress „ _ q_8 5775 W M�II Rd, 114 _ 1 _p 11411 = 11-011 q_8 Mattituck, NY 1 1952 Project Type FI R5T FLOOR INTERIOR ELEVATI ON5 Lift � Renovation SECOND FLOOR INTERIOR ELEVATION5 Revisions Design Development 03-14-2022 Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 Updated 05eating Layout 07-20-2022 Revised Seating layout 05-1 1-2022 Revised per SCDHS Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 Lighting Plans Revised per Owner 10-14-2022 777 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 �I OPEN SHELVING W/LED STRIP UNDERNEATH North Wall- Livinj Room 6 East Wall- Llvm Room THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS 11411 1 1_p1, A 8 1 /4 11 _ 1 1-011 A-8 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 Interior Elevations Attic 5CTM# 1000-106.00-06.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-0642 ____ ZBA No: 7573 DATE: I I/712022 OPEN SHELVING W/LED - OPEN SHELVING W/LED STRIP UNDERNEATH - ------ --------- STRIP UNDERNEATH ® o SEAL SIGNATURE: DESIGNED BY: DA 3 CHECKED BY: JM Second Fhor ��aED 8' SCALE: 1/4"- P-0` DWG No: � 1 South Wall- Kitchen 7 West Wall- Llving Room (" 8 s� q_8 0A= 8 11411 _ 11_p1, 11411 _ 1 1-p„ q_8 9T� F NE`N y0 Architect of Record: ADA ACCE551BLE(USABLE)REQUIREMENTS:(ICC A 117.1 2009/2020 IBC SHALL APPLY) z ADA MANEUVERING CLEARANCES PROTRUDING OBJECTS 36" 391 41 36"MIN. _ 36"MIN, L �0� j111� o 24' 12"MIN. PROTRUDING OBJECTS I8" 18" 18" t� IIII IIII t" IIII U W. 12"MAX. 42"MIN. JM2� Eil RESTROOM MEN WOMEN 1411 — MAX Lobby 3G" ANY AMOUNT 12"MAX Rd �V FINISH FLOOR 4"MAX. R C IT E C T U R E P LAV, m m 0 m CLEAR z z m m CLEAR 7Cz CLEAR CLEAR Cr-) T.P, m °� ;� z ♦ _ JM2 ARCHITECTURE, PC FLOOR FLOOR FLOOR "' NOTES: 36' z 2410 NORTH OCEAN AVENUE SPACE SPACE mi► SPACE 1. ADJ TO LATCH 51DE OF DOOR MAX SUITE 300 2. G"PICTOGRAM WITH VERBAL DESCRIPTION — (D I I I FARMINGVILLE, NY, 11738 3. CENTER GO"FROM FLOOR T 631.320.3305 F 631.320.3307 (A)SACK WALL (B)51DEWALL (C)ELONGATED WALL- 48"MIN. 48"MIN. 60"MIN. 4. LETTERS AND NUMERALS ARE RAISED I/32"SANS SERIF UPPERCASE CHARACTERS HUNG(URINAL) = Q = 4 - 5. BLACK COPY ON A BRUSHED ALUM. BACKGROUND N Applicant: Anthony Martignetti CLEARANCES AT WATER CLOSETS 2 51GNAGE IN PUBLIC AREAS 3 CLEARANCES AT WATER CLOSETS t URINALS (A)WALKING PARALLEL TO A WALL (5)WALKING PERPENDICULAR TO 8 East 92nd 5t,Apt 3 A WALL New York,NY 10128 (917)535-3777 STORAGE SHELVES AND CLOSETS Architect of Record: 1011 JM2 Architecture,PC 30" 24" I, 2410 North Ocean Ave.Suite 300 17 - 19 17" I9° 12"MIN. 12"MIN. 12"MAX. I Farmmgvdle,NY 11738 17"MIN 42"MIN. i i (631)320-3305 Structural Engineer: EQUIPMENT CLEAR I I E2 Engineers PERMITTED IN Z z Z � CLEAR z El FLOOR � � � � � / I � 0 488 Montauk Ave a, El FLOOR SHADED SPACE 0 II II // : New London,CT 06320 a' SPACE o AREA N m T.P. N m `/ t` 0 m cod M c� N N Z 30 m (860)437 3259 11 06"MAX. 48"MIN. z 9"MAX. N 3G"MAX. MEP Engineer: —a.) (A)CLEAR FLOOR SPACE (15)HIGH AND LOW 51DE (C)MAX.51DE REACH OVER Emtec Consulting Engineers DPC 8"MAX. — (PARALLEL APPROACH) REACH LIMITS OBSTRUCTION 3555 Veterans Memonal Hwy,Suite M o1711 8 MIN, 5� NOTE: DASHED AREAS ARE REINFORCED TO RECEIVE GRAB BARS 24'MAX� IL_ � Ronkonkoma, NY 11779 MIN. (63 I)356-2 176 LAVATORY CLEARANCES AND MOUNTING HEIGHTS DRINKING FOUNTAIN CLEARANCES REINFORCED AREAS GRAB BARS AT WC 4 5 6 Surveyor: Nathan Taft Corwin III 1586 MainRoad, r-N Jamesport,NY 11947 (63 I)727 2090 NOTE: WATER CLOSETS: PORTION OF COUNTERTOP TO BE DROPPED TO 2'-10"AND CLEAR FLOOR SPACE AT THE WATER CL05ET SHALL BE AS — M=TAL STUDS @ 12"O.C. �� * z �* �; Project Name CABINETS REMOVED AS PER LL58/67 REQUIREMENTS. SHOWN. Q ALL OVERHEAD KITCHEN CABINETS AND CABINETS TOPS(INCL THE HEIGHT OF THE WATER CL05ET SHALL BE AT LEAST I o I o SINK, BUT EXCL.STOVES,COOKTOPS AND OVER PA55THROUGH 15'�NO MORE THAN 19",MEASURED TO THE TOP OF THE 20 GA.STEEL 2 2 " 5775 W Mill Rd OPENINGS)MUST BE INSTALLED SO THAT THEY CAN BE LOWERED, TOILET SEAT. — - SUCH THAT THE TOP OF THE LOWEST SHELF 15 NO HIGHER THAT GRAB BARS SHALL BE INSTALED AS SHOWN, AIJCHOR PLATE. PAN HEAD SCREW 45"ABOVE FIN. FL. FOR HANDICAP ADAPTABILITY. AND SHALL COMPLY WITH SECTION 4.24(ANSI),OR (A)SHELVES (B)CLOSETS (C)FORWARD REACH LIMIT STRUCTURAL REINFORCEMENT OR OTHER PROVISIONS Project Address SHALL BE MADE THAT WILL ALLOW INSTALLATION OF GRAB BARS IN THE LOCATION SHOWN. 5775 W Mill Rd, THE TOILET PAPER DISPENSER SHALL BE INSTALLED WITHIN o REACH A5 SHOWN. cv G"PSUM WALLBOARD Mattituck, NY 11952 cn GEAB BAR TO BE INSTALLED WHERE INDICATED ON PLANS. Project Type A: BEFORE REMOVAL OF CABINETS AND BASE 7-9"MIN. (SEE PLANS) 7r Lift Renovation TYP. KITCHEN SINK COUNTER HANDICAP ADAPTABLE 7 Revisions HANDICAPPED ACCESS NOTES: Design Development 03-14-2022 I. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED 50 THAT Revised per Owner 04-1 1-2022 CLEAR WIDTH OF DOORWAY 15 AT LEAST 32 INCHES. WINDOW NOTES:WINDOWS AND DOORS SHALL BE PURCHASED DIRECTLY FROM ANDERSEN BY OWNER Revised per Owner 04-21-2022 41"0 2. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE. Kitchen revised per Owner 06-16-2022 0 3. MAXIMUM EFFORT TO OPERATE FIRE DOORS SHALL BE 15 LBS.AT OTHER INTERIOR DOORS S C h E D U LE O F S P E C I AL I N S P E CT I O N S Updated w/Seating Layout 07 20 2022 25"SINK N MAXIMUM EFFORT TO OPERATE SHALL BE 5 tBS. Window Schedule Revised eatirig Layout 08-I I-2022 4. FLOOR, RAMP,AND TREAD SURFACES SHALL BE SLIP RESISTANT. Width Type Sill Height Height Comments Keynote LTT-J5. EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING FOR THE HEARING IMPAIRED. Yp 9 9PURSUANT TO CHAPTER 17 OF THE 2020 NYS BUILDING CODE,SPECIAL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED AND APPROVED Revsed per 5CDH5 Food Control 09 12 2022 o FLASHING VISUAL WARNING SHALL HAVE AFREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. 10 128' x 48 1 SPECIAL INSPECTION AGENCY.THE FOLLOWING SPECIAL INSPECTIONS SHALL BE PERFORMED PER TABLE 1705.2.3, 1705.3, 1705.6,AND Plans Revised er Owner 09 28 2022 8 p G. THRESHOLDS SHALL NOT BE MORE THAN 112"HIGHER THAN ADJACENT FLOOR OR LANDING, LEVEL - -8 4 -0 FIXED (3) CAUX 3 1705.7.6"X4' Lighting Plans Revised per Owner 10-14-2022 „ 4 CHANGE BETWEEN 114"AND 112"SHALL BE BEVELED WITH SLOPE NO GREATER THAN 1:2. ,- - Li htm Plans Revised per Owner 10 2 12022 oil -2 0 7. CENTER OF ALARM PULL BOXES SHALL BE 4'-0"A.F.F. 2'-4' 28' x 28' 4 4 2 6 VENT AAX2426 SPECIAL INSPECTIONS AND TESTS,STATEMENTS,AND SPCIAL INSPECTIONS, RESPONSIBILITIES OF CONTRACTORS,SUBMITTALS TO THE g g p q )r I A �2 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 BUILDING OFFICIAL AND STRUCTURAL OBSERVATIONS SHALL MEET THE APPLICABLE REQUIREMENTS OF SECTION 1704 OF THE 2020 NYSBC. Construction Documents 1 1-02-2022 z 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL EMPLOY: Revised and Resubmitted 2/15/2023 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 27"0 GO"DIAMETER 501L MECHANICS DRILLING CORPORATION — 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 I 3770 MERRICK ROAD,SEAFORD, NY 11783 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 OR APPROVED AGENCY TO PROVIDE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION, REFERENCE STANDARD AND NY55C REFERENCE 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 FROM THE CORRESPONDING TABLES: NOTE: 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 1704.5-REQUIRED CERTIFICATES OF COMPLIANCE X=36"MINIMUM IF Y=60". 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 1705.1-1705.10-REQUIRED SPECIAL INSPECTIONS AND TESTS X=42"MINIMUM IF Y=54". 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 PULL SIDE 1705.11 -SPECIAL INSPECTIONS FOR WIND RESISTANCE 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 1705.12-SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE NOTE: 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 1705.13-TESTING FOR SEISMIC RESISTANCE. PULL 51DE Y=54"MINIMUM IF 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 mobz 2'-6" 30"x 54" 2'-8" 4'-6" ACTIVE/ACTIVE TCLDH2646 ALL INSPECTIONS,TEST AND VERIFICATION SHALL BE IN ACCORDANCE WITH THE FOLLOWING,WHERE APPLICABLE: o � z ' DOOR HAS A PULL 51DE 2'-6" 30"x 54" 2'-8" 4'-6" ACTIVE/ACTIVE TCLDH2646 CLOSER. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS 18"MIN X 24"MIN. 2'-8" 32"x 20" 5'- 1 3/4" 1'-8" FIXED CAUX X 2'-6" 30"x 46" 3'- 10" MANUAL M06-VELUX SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY (24"PREFERRED) UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A 2'-6" 30"x 46" 3'- 10" MANUAL M06-VELUX TYPE CONT. PERIODIC VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. X NOTE: NOTE: 2'-6" 30"x 46" T- 10" MANUAL M06-VELUX STATE EDUCATION LAW, 24"MIN. 8'- 1" 97"x 48" 2'-7" 4'-0" VENTNENT AAX4040-2 SOILS z z_ Y=48"MINIMUM IF z X=48"MINIMUM IF DOOR PUSH SIDE > NOTE: DOOR HAS A > X PUSH SIDE HAS BOTH LATCH AND A 8'- 1" 97"x 48" 2'-7" 4'-0" VENTNENT AAX4040-2 VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO X NOTE: v Y=48"MINIMUM IF DOOR HAS A CLOSER. CLOSER. 8'- 1" 97"x 48" 2'-7" 4'-0" VENTNENT MX4040-2 X=12'IF DOOR LATCH CLOSER 8'- 1" 97"x 48" 2'-7" 4'-0" VENTNENT AAX4040-2 ACHIEVE THE DESIGN BEARING CAPACITY Drawing Title � HAS BOTH CL05ER 8'- 1" 97"x 48" 2'-7" 4'-0" VENTNENT AAX4040-2 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED X ADA, InSireGtW55 $LATCH 54"MIN. 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 PROPER MATERIALPUSH SIDE 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 (A)FRONT APPROACHES-SWINGING DOORS (5)HINGE-51DE APPROACHES-SWINGING DOORS (C)LATCH-51DE APPROACHES-SWINGING DOORS 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 DRIVEN DEEP FOUNDATION ELEMENTS Window 5chedule 2'-6" 30"x 54" V- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 VERIFY ELEMENT MATERIALS,SIZES,AND LENGTHS COMPLY WITH THE X 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 REQUIREMENTS 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 SCTM# 1000-106.00-06.00-003.000 BUILDING No: 46" 48" 32"MIN. _ 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT ADDITIONAL X T-0" 36"x 48" T-0" 4'-0" LOAD TESTS A5 REQUIRED 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 T-0" 36"x48" T-0" 4'-0" T-0" 36"x 18" 5'-6" 1'-6" INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE AND X ZBA No: 7573 DATE: 2/15/2022 ALL SECTIONS REFERENCED REFER TO ACCURATE RECORDS FOR EACH ELEMENT INTERNATIONAL CODE COUNCIL A-1 17.1 3'-0" 36"x 18" 5'-6" 1'-6" 3'-0" 36"x 48" 3'-0 1/2" 4'-0" SEAL SIGNATURE: DESIGNED BY: DA 2009,AS REQUIRED PER THE 2020 IBC. 3'-0" 36"x48" 3'-01/2" 4'-0" VERIFY PLACEMENT LOCATIONS AND PLUMBNE55,CONFIRM TYPE AND _ T-0" 36"x 48" 2'-6" 4'-0" 512E OF HAMMER, RECORD NUMBER OF BLOWS PER FOOT OR CHECKED BY: JM T-0" 36"x 48" 3'-0 1/2" 4'-0" PENETRATION, DETERMINE REQURIED PENETRATIONS TO ACHIEVE X 3 -0 36 x48 2 -6' 4 -0„ DE51GN CAPACITY, RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT ��aED C SCALE: 114"= 1'-0" 5 h/ T-0" 36"x 48" 2'-0" 4'-0" ANY DAMAGE TO FOUNDATION ELEMENT. a�� E qA/ <T, 3 -0" 36 x 48 2 -0 4 -0 Q 9 DWG No: (D)TWO HINGED DOORS IN SERIES (E)HINGED DOOR 2'-4" 28"x 18" 4'-0" 1'-6" STRUCTURAL ELEMENTS T-0" 36"x 36" T-3" T-0" PILE FOUNDATIONS X * i T-0" 36"x48" 2'-9" 4'-0" " STRUCTURAL STABILITY X >` ADA Details I 3 -0 36 x 36 2'-6" 3'-0" � �'9TF 0 3g4V�1y0� — ' " " " FOR SPECIALTY ELEMENTS, PERFORM ADDITIONAL INSPECTIONS AS DETERMINED BY THE REGISTERED DE51GN PROFESSIONAL IN RESPONSIBLE F IN CHARGE. .s Architect of Record: 8'-7 3/4" MIN MO ELEVATIONS SHOWN FROM EXTERIOR it 3'-0 3/4" MIN MO 8'-7 1/4" TRIM 3'-2 3/4" MIN MO GENERAL NOTES 3'-0 1/4" TRIM 8'-1 1/2" MIN RO 3'-2 1/4" TRIM USE OF DRAWINGS o These drawings are provided as a service by Andersen Windows,Inc.for the benefit of its customers.Information in these drawings may 2'-6 1/2" MIN RO 8'—l" OA UD Z 2'-8 1/2" MIN RO only be used in conjunction with the project identified on the drawings and when made part of the dealer or distributor submittal. JM2 2'-6" UD 4'-0" UD " 4'-0" UD 2'-8" UD Anyone using this drawing acknowledges that Andersen has no obligation(a)to assure the sufficiency or correctness of information R C I T E C T U REP provided to Andersen in order to prepare the drawings,or(b)to perform any on site inspection,during or after the construction.Anyone A E 1 0 J using this drawing also agrees to defend,indemnify and hold Andersen and its employees harmless from any claim for injury,damage or 2 2 I 2 loss(a)arising from any actual or alleged insufficiency or incorrectness of information provided to Andersen regarding the construct or(b) alleged to have been caused or contributed to as a result of a failure to perform an on-site inspection of the construction by Andersen.In JM2 ARCHITECTURE, PC the event Andersen incurs expenses,including reasonable attorneys fees,to enforce this indemnity,such expenses shall be paid by M � anyone using this drawing. 2410 NORTH OCEAN AVENUE z ¢ K SUITE 300 ANDERSEN, DEALER OR DISTRIBUTOR SUBMITTAL FARMINGVILLE, NY, 11738 0 2 o co 2 These drawings are a part of materials submitted by an Andersen dealer or distributor.Carefully review these materials for additional o cr H � T I G31.320.3305 F� G31.320.3307 o o z 2 N I notes,specifications and other important information. z z » `� MODIFICATIONS z A Andersen is not responsible for subsequent additions,modifications or alterations made by others to the drawings or to the work '� R t AUXC14 described in the drawings. Applicant: `I 1 — 4 2 CODE COMPLIANCE 0 o AnthonyMarti netts B I Compliance with all applicable laws,ordinances,building codes and safety requirements with regard to Andersen specifications or use of 1 2 / \ / \ the units within the project is the responsibility of others. 8 East 92nd 5t,Apt 3 PROTECTION OF UNITS New York,NY 10125 Store units and accessories off ground,under cover,protected from weather and construction activities.Protect uncartoned,setup (917)535-3777 multiple units.Continue protection of units from construction activities after installation. PRODUCT PERFORMANCE Architect of Record: AWN AWN Individual units and unit combinations will perform to the Design Wind Load Pressure shown on these drawings when installed in DHGJM2 Architecture,PC 2 accordance with recommended instructions and these drawings. For additional performance data and other important general notes, ANDERSEN 1" X 3 1/2- installation and safety information,review current publications of"Andersen'Product Guide for Professionals,or online at 2410 North Ocean Ave.Suite 300 Andersenwindows.com Farmingvdle,NY 1 1738 42 ) 8 LVL REINFORCED JOINING FIELD TESTING (63 I)320-3305 Andersen recognizes field testing specifications as set forth in AAMA 502"Voluntary Specifications for Field Testing of Newly Installed Fenestration Products".The water penetration resistance shall be to ASTM El105"Standard Method for Field Determination of Water 5tructura I Eng I neer: Penetration of Installed Windows,Skylights,Doors and Curtain Walls by Uniform or Cyclic Static Air Pressure"procedure B. For E2 Engineers additional clarification,review Andersen Field Test Policy provided as part of the submittal documents or online at Andersenwindows.com INSTALLATION AND FINISHING INSTRUCTIONS 488 Montauk Ave Except as noted on these drawings,follow recommended installation instructions provided with the units which are an integral part of New London,CT OG320 **ADDITIONAL INSTALLATION REQUIREMENTS** these drawings. (560)437-3259 SEE EXAMPLE ELEVATION ON PAGE 1 Windows installed on a floor system require consideration of impacts including but not limited to water management,type of glass, installation integration,anchoring methods and/or interference with other building components. MEP Engineer: CONSTRUCTION BY OTHERS Andersen is not responsible for conditions in or performance of building construction adjacent to and beyond the perimeter of the Emtec Consulting Engineers DPC MAHOGANY WITH CLEAR COAT INTERIOR MAHOGANY WITH CLEAR COAT INTERIOR MAHOGANY WITH CLEAR COAT INTERIOR Andersen units.Selection of the method of attachment of the Andersen units to the building structure and the types of fasteners to be 3555 Veterans Memorial Hwy,Suite M MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF used beyond those identified in our current installation guides is the responsibility of others. Ronkonkoma,NY 11779 DIMENSIONS (631)35G-217G » » » » » » Unit dimensions shown are to the exterior face of the window or door frame cladding material unless otherwise noted.Field verification of WINDOW 'TY P E A WINDOW TYPE D WINDOW TYPE E rough opening dimensions is the responsibility of others.Rough and masonry opening dimensions shown may need to be increased to 5 urveyor: allow for mulled unit tolerances. SCALE: 1/2" = 1'-0" QUANTITY: 4 SCALE: 1/2" = 1'-0" QUANTITY: 5 SCALE: 1/2" = 1'-0' QUANTITY: 1 ROUGH OPENING(R.O.) Nathan Taft Corwin III Rough opening dimensions shown are the minimum dimensions recommended for proper installation.These dimensions may need to be 155G Main Road, increased to allow for use of building wraps,flashings,sill panning,brackets,fasteners or other items within the rough opening. Jamesport,NY 11947 100 Series window combinations require 3/8"shim space each side for rough opening sizing.Larger rough openings need to be (G31)727-2090 5-6 7/8" MIN MO 3'-7 1/4" MIN MO 3'-0 3/4" MIN MO coordinated with architect and/or general contractor to make sure window combinations are positioned for proper installation. SPECIAL NOTES 5'-6 5/16" TRIM 3'-6 3/4" TRIM 3'-0 1/4' TRIM Notes on the drawings marked with the Andersen logo( ,: )describe recommendations that may differ from the project construction Project Name documents. 5-0 5/8" MIN RO 3'—l" MIN RO 2'-6 1/2" MIN RO 40 to I 5-0 1/16" UD 3'-0 1/2" LID 2'-6" UD GENERAL PRODUCT NOTES: 5 775 W Mill Rd N N A 1. ALL UNITS TO HAVE 2604 COLONY WHITE COLOR EXTERIOR, INTERIOR AS NOTED ON ELEVATIONS U.N.O. 2 2 2 2. ALL UNITS TO HAVE LOW—E4 GLAZING, U.N.O. ALL DOOR UNITS TEMPERED. 3. SOME UNITS TO HAVE 5/8" DIVIDED LIGHT GRILLES WITH SPACER, PATTERN AND LOCATION PER Project Address it ELEVATIONS, 2604 COLONY WHITE COLOR EXTERIOR, INTERIOR TO MATCH INTERIOR OF UNIT U.N.O. 5775 W Mill Rd, 4. ALL DOUBLE—HUNG UNITS TO HAVE 2604 COLONY WHITE COLOR, TRUSCENE INSECT SCREEN FRAMES P P U.N.O. 5. ALL AWNING UNITS TO HAVE MAHOGANY WITH CLEAR COAT, TRUSCENE INSECT SCREEN FRAMES U.N.O. Mattituck NY 11952 0 6. ALL VENTING WINDOW UNITS TO HAVE BLACK COLOR HARDWARE U.N.O. � of7. ALL DOOR UNITS TO HAVE ALBANY STYLY, BLACK COLOR HARDWARE. 8. CONTINUOUS DRIP CAPS RECOMMENDED FOR ALL UNITS. 0 0 ~ C„ 9. ALL E—SERIES UNITS AND COMBINATIONS OVER 30 SF OR REQUIRING DP50 OR GREATER, ARE Protect Type 0 � CD1 B RECOMMENDED TO INCLUDE A SECONDARY MEANS OF FASTENING IN ADDITION TO THE STANDARD o z ; z I cn 2 INSTALLATION FLANGE. -� Lift Renovation M „ 7'-3 1/2" OA MIN RO � � SPECIAL NOTES: 11 o 1 o ^ s \ 7'-3" OA UD LLi/ (1 TEMPERED GLASS 3'-7" UD 3'-7" UD Revisions DHG LPT LOW PROFILE THRESHOLD Design Development 03-14-2022 2 ■ ■ Revised per Owner 04-1 1-2022 - Revised per Owner 04-21-2022 T � T MEN N110 Kitchen revised per Owner OG-16-2022 Updated 0eatmg Layout 07-20-2022 E—SERIES REINFORCED 2 LPT J Revised Seating layout 08 112022 Q HPO R HPO 2 LPT � SPECIFIED JOINING WHERE o Revised per 5CDH5 Food Control 09-12-2022 NPlans Revised per Owner 09-28-2022 cr_ Moll Iwo Lighting Plans Revised per Owner 10-14-2022 O N Lighting Plans Revised per Owner 10-21-2022 MAHOGANY WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR Q o o J Construction Documents 1102 2022 MAXIMUM DESIGN PRESSURE = 40 PSF LIMITED WATER MAXIMUM DESIGN PRESSURE = 40 PSF LIMITED WATER MAXIMUM DESIGN PRESSURE = 30 PSF _ - C) o --I o DOOR TYPE "H" DOOR TYPE "J" WINDOW TYPE "A" NMI IN 9N SCALE: 1/2" = 1'-0" QUANTITY: 4 SCALE: 1/2" = 1'-0" QUANTITY. 1 SCALE: 1/2" = 1'-0» QUANTITY: 12 P Ln w a J 5'-7 3/4" MIN MO 11'-2 3/4" MIN MO o 2'-10 3/4" MIN MO 5-7 1/4" TRIM 11'-2 1/4" TRIM N 2'-10 1/4" TRIM 5-1 1/2" MIN RO 10'-8 1/2" MIN RO sil ED 2'-4 1/2" MIN RO 5-1" OA UD 10'-8" OA UD ■ i ■ ■ 2'-4" UD 2'-6" UD 2'-6" UD 3'-6" UD 1 3'-6" UD 3'-6" UD 6" 24" OR LESS 24" OR LESS 24" OR LESS 24" OR LESS 6" E A 1" J 1" 1" 2 2 2 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 _ ANCHORAGE KEY: SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED U5E OF THESE DOCUMENTS 15 IN A CD o ■■■ JAMB CLIP/SCREW THROUGH JAMB - FIELD APPLIED BY OTHERS VIOLATION OF SECTION 7209 SUB DIVISION 2 OF THE N.Y. 2 L0 2 ® JOINING ANCHOR PLATE STATE EDUCATION LAW. 0 » s � z o 2 "EXAMPLE ELEVATION ONLY" (V N `D z e Drawing Title N O N \ SCALE 1/2" = 1'-0"CD D AWN I B 2 -� 2 2 Window Door Details 11 L 11 1 11 Ll L AUX AUX AUX DHG DHG 2 SCTM# 1000 106.00 06.00 003.000 BUILDING No: � ANDERSEN 1" X 3 1/2" 2 ANDERSEN 1" X 5 3/16" LVL REINFORCED JOINING 5CDH5 No.: C-21-0373 JM2 No: 2022-OG42 LVL REINFORCED JOINING ZBA No: 7573 DATE: 111712022 SEAL�51GNATURE: DESIGNED BY: Author CHECKED BY: Checker D **ADDITIONAL INSTALLATION REQUIREMENTS** ��S n qy,�� SCALE: 1/2°= l o° WHITE COLOR TRUSCENE INSECT SCREEN FRAME SEE EXAMPLE ELEVATION ON PAGE 1 PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR 9 DWG No: MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF WINDOW 'TYPE "B" WINDOW TYPE "C" WINDOW TYPE "F" (P I O 3945 y0 Am SCALE: 1/2" = 1'-0" QUANTITY: 1 SCALE: 1/2" = 1'-0" QUANTITY: 1 SCALE: 1/2" = 1'-0' QUANTITY: 1 F F NEB Architect of Record: JM2 1 1 1 5 5 5 5 3 R C ITECTUREPc 3 3 3 7 7 7 19 7 19 6 JM2 ARCHITECTURE, PC 6 9 6 9 6 9 0 2410 NORTH OCEAN AVENUE 0 0 20 SUITE 300 FARMINGVILLE, NY, 11738 T I G31.320,3305 F� G31.320.3307 4 9/16" 2 7/8" 2 7/8" CZ 4 9/16" 9 DETAIL NOTES M M M Applicant: -40 Anthony Martignetti O 0 0 � � / o 8 East 92n 0 d St,Apt 3 1 BUILDING WRAP BY OTHERS © 0 j cn rn // U, � 05 z PE New York,NY 10 12 8 Q2 UJ PAN FLASHING OR SILL PAN BY OTHERS z w z w / z w (917)535-3777 Q3 FLANGE SET IN BED OF SEALANT BY OTHERS r it "' 1__ Architect of Record: ® NO SEALANT BEHIND SILL FLANGE �— Z:) 13 _ = d JM2 Architecture,PC U5 FLASHING BY OTHERS _ A 4 2410 North Ocean Ave.Suite 300 Farming ille,NY 11738 © DRIP CAP AS SPECIFIED, INSTALLED BY OTHERS SET IN 13 (G31)320-3305 BED OF SEALANT, SEE GENERAL NOTES Q7 SEALANT BY OTHERS AT FLANGE/FRAME INTERFACE Structural Engineer: �' E2 Engineers ® BACK DAM BY OTHERS 488 Montauk Ave O9 INTERIOR AIR SEAL BY OTHERSNew London,CT OG320 A E-SERIES DOUBLE-HUNG HEADrff_`� E-SERIES AWNING HEAD J E-SERIES AUXILIARY HEAD N E-SERIES OUTSWING DOOR HEAD (8GO)437-3259 10 SEALANT WITH FOAM BACKER ROD BY OTHERS 2 SCALE: 3" = 1'-0" 2 SCALE: 3" = 1'-0" 2 SCALE: 3" = 1'-0" 2 SCALE: 3" = 1'-0" MEP Engineer: 1 i ANDERSEN EXTENSION JAMB OR STOOL AS SPECIFIED Emtec Consulting Engineers DPC 12 ANDERSEN DRYWALL RETURN BEAD AS SPECIFIED 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 13 ANDERSEN INSECT SCREEN AT OPERABLE UNIT, IF (G31)35G-217G SPECIFIED 9 14 ANDERSEN HARDWARE AT OPERABLE UNIT, IF SPECIFIED 9 13 9 9 Surveyor: Nathan Taft Corwin III 15 THRESHOLD SET IN BEAD OF SEALANT BY OTHERS 19 19 158G Main Road, 16 ANDERSEN SILL SUPPORT, IF SPECIFIED Jamesport,NY 11947 17 ANDERSEN SILL STEP, IF SPECIFIED - (G3I)727 2090 / M 18 ANDERSEN WOOD THRESHOLD, IF SPECIFIED n / � % d Project Name 19 ANDERSEN JAMB INSTALLATION SCREW, IF SPECIFIED ©0 ANDERSEN EXTERIOR TRIM OR SILL NOSING, IF SPECIFIED 4 11/16" 5775 W Mill Rd 21 ANDERSEN STORMWATCH HARDWARE 1 1 1 1 3 3/8" UNIT DIMENSIO 3 3/8" UNIT DIMENSION 5 3 3/8" UNIT DIMENSION 5 3 3/8" UNIT DIMENSION 'TT5 5 3 1 4" MIN. R.O. 3 1 4" MIN. R.O. 3 1 4" MIN. R.O. 3 1 4" MIN.. R�> Project Address JOINING NOTES 7 7 7 10 5775 W Mill Rd, QA ANDERSEN VINYL TRIM STRIP 10 13 10 10 M attituck NY 11952 © ANDERSEN ALUMINUM TRIM STRIP 0 0 0 © ANDERSEN NON—REINFORCED JOINING Project Type QD ANDERSEN ALUMINUM REINFORCED JOINING g E-SERIES DOUBLE-HUNG JAMB F E-SERIES AWNING JAMB K E-SERIES AUXILIARY JAMB P E-SERIES OUTSWING DOOR JAMB QE ANDERSEN STEEL REINFORCED JOINING " " " " " Lift Renovation 2 SCALE: 3 = 1'-0" 2' SCALE: 3 = 1'-0" 2 SCALE: 3 = it—off 2 SCALE: 3 = 1 —0 �F ANDERSEN STEEL CLIP JOINING © ANDERSEN LVL REINFORCED JOINING 0 Revisions ANDERSEN FIBERGLASS REINFORCED JOINING 13 Design Development 03-14-2022 �J ANDERSEN INTERIOR TRIM FIELD APPLIED BY OTHERS 13 ReVlsed per Owner 04-11-2022 UK INTERIOR TRIM SUPPLIED BY AND FIELD APPLIED BY Revised per 14 Owner 04 2 12022 OTHERS d 0 d o d 0 Kitchen revised per Owner OG-I G-2022 © STRUCTURE SUPPLIED AND FIELD APPLIED BY OTHERS z z z Updated 05eating Layout 07-20-2022 w w w �M ANDERSEN VINYL INTERIOR COVER FIELD APPLIED BY o Revised Seating Layout 08 112022 OTHERS d / �, / $ / / Revised per 5CDH5 Food Control 09-12-2022 ON ANDERSEN 2" STRUCTURAL TRIM COVER FIELD APPLIED o Plans Revised per Owner 09-28-2022 BY OTHERS 1 w z Lighting Plans Revised per Owner 10 14 2022 aUJ �P ANDERSEN 3 3/4" FIBREX TRIM COVER FIELD APPLIED " " " Ughting Plans Revised per Owner 10 2 12022 BY OTHERS 0 4 9/16 0 2 7/ 0 2 7/ o Construction Documents 1 1-02-2022 ® BLOCKING SUPPLIED AND FIELD APPLIED BY OTHERS 10 10 10 C Ap ® ANDERSEN ADJUSTABLE MULL COVER 7 8 7 8 7 8 2 2 2 4 4 4 15 6 1/4„ 2 1 1 19 1 19 �CE-SERIES DOUBLE-HUNG SILL G E-SERIES AWNING SILL E-SERIES AUXILIARY SILL Q E-SERIES OUTSWING DOOR THRESHOLD 2 SCALE: 3" = 1'-0" 2 SCALE: 3" = 1'-0" 2 SCALE: 3" = 1'—O" 2 SCALE: 3" = 1'-0" LOW PROFILE THRESHOLD J IN J J 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-DIVI510N 2 OP THE N.Y. STATE EDUCATION LAW. It 0 Drawing Title 00 0 z z Window Door Detail5i, o � G G G B B B I_A4 I 46 11111 5CTM# 1000-IOG.00-0G.00-003.000 BUILDING No: 15 5 5/8" 8 5CDH5 No.: C-21-0373 JM2 No: 2022-OG42 1 2 5 8" FDL GRILL D VERTICAL 1 " X 5 3 16" LVL JOIN H VERTICAL 1 " X 3 1 2" LVL JOIN M VERTICAL 1 " X 3 1 2" LVL JOIN R E-SERIES OUTSWING DOOR THRESHOLD ZBA No: 7573 DATE: I I/712022 NOT TO SCALE 2 SCALE: 3" = 1'-0" DOUBLE—HUNG / DOUBLE—HUNG 2 SCALE: 3" = 1'-0" AWNING j AWNING 2 SCALE: 3" = 1'-0" AUXILIARY / AUXILIARY 2 SCALE: 3" = 1'-0" STANDARD THRESHOLD SEAL t 51GNATURE: DESIGNED BY: Author CHECKED BY: Checker ve qy�� SCALE: 3"= f_011 0 � l � �a DWG No: * I � S � �9T 3945 �pQA= 1 F F NE`N On 1 —sue Architect of Record: 4JM2 c RCS ITECTUREPc JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 1631.320.3305 FI 631.320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t,Apt 3 � _ € - _ — _ _ — _- -- -- - -- - __ — _- - - ---- _ — New York,NY10125 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingville,NY 11735 (631)320-3305 I I Structural Engineer: E2 Engineers DEMOLISH ENTIRE EAST I 488 Montauk Ave WING OF BUILDING I New London,CT 06320 (860)437-3259 MEP Engineer: 1 III Emtec Consulting Engmeer5 DPC IIII� 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (631)356-2176 rr i -n EXISTING WALL ( 5urveyor: TO BE REMOVED / I Nathan Taft Corwin III 1586 Main Road, James ort,NY 11947 r — _ - - = -- -- - -- -- ---- -- - _ =_ - ==—I� p _ I r � - - - r (631)727 2090 I I I � — — — — — — — Project Name 5775 W Mill Rd \ _I U ► EXISTING BATHROOMS# / I ————————— — ( I FIXTURES E BE II ;� I i Project Address _ _ _ __ _ _ _�� , I REMOVED I II ` I I 5775 W Mill Rd II II I 5 I I i \ STING MECHANICAL UL4 ___ — J L �I ` ROIOMS TO BE REMOVED EXISTING WALL I Mattituck, NY 11952 TO BE REMOVED \ I I I I Project Type L -- ---- I II ---- -- _ Lift Renovation NOTE: DEMOLITION WORK TO BE \ U REf ER DONE IN CLOSE COORDINATION —— — —— Revisions STRUCTURAL P WITH BUILDING LIFT — _ Design Development 03-14-2022 I I � NORTH WING OF BUILDING TO BE STRUCCTURAL PLANS ——COMPLETELY DEMOLISHED t LAWFULLY Revised per Owner 04-I I-2022 DISPOSED OF -�� Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 Updated Oeatmg Layout 07-20-2022 III n Revised 5eatmg layout 08-1 1-2022 Revised per SCDHS Food Control 09-12-2022 III r— — -JJ Plans Revised per Owner 09-28-2022 I Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 �n r JJ Construction Documents 1 1-02-2022 ro III III L� I� �J I II II I I I i t � � ► IIti / IG. EX15TING FOYER EXISTING FIREPLACE t CHIMNEY I IIIIU II TO BE REMOVED TO BE REMOVED ' II _--� - - - - Z -- -- JE —-- - - — I - -- � I- II L1— - - _ —=L J I III L - - -__ - - --- - -J �- - - - _ - - - - - - - L_ -f f— — J THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS —7�--_ --� SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A II II VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. \ II \ II STATE EDUCATION LAW. �� II -U -U Drawing Title Demolition- fir5t Floor First Floor - Demo i SCTM# 1000-106.00-06.00-003.000 BUILDING No: 1 /^II = 1 I-OIL D- I SCDHS No.: C-21-0373 JM2 No: 2022-0642 DEMOLITION NOTE 5 ZBA No: 7573 DATE: 1 11712022 SEAL t SIGNATURE: DESIGNED BY: DA I. CONTACTOR SHALL RECEIVE ALL APPLICABLE DISCONNECT LETTERS BEFORE REMOVAL ANY UTILITIES. CHECKED BY: JM 2. CONTRACTOR 15 RESPONSIBLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. 3. CONTRACTOR SHALL COORDINATE TO HAVE ALL BELOW GRADE UTILITIES MARKED OUT BEFORE EXCAVATION. CONTRACTOR IS RESPONSIBLE FOR MARK-OUTS AND �FZ ED / L, NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. �g \'E q � SCALE: ll4"= I'-0" 4. CONTRACTOR SHALL REMOVE ALL EX15TNG CONCRETE CURB AND ASPHALT IN ACCORDANCE WITH LOCAL LAWS. 5. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL AND DEBRIS FROM PREMISES IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE STATE OF Q 9 DWG No: NEW YORK AND THE TOWN OF SOUTHOLD. 1 6, CONTRACTOR SHALL LOCATE,SECURE,AND DISCONNECT AT SERVICE PANEL,ALL CIRCUITS AFFECTED BY DEMOLITION. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR,SUPPLIES,AND EQUIPMENT NECESSARY TO COMPLETE DEMOLITION. 8. CONTRACTOR SHALL REMOVE ALL EXISTING FLOORING.ALL GLUE U5IDUE AND ADHESIVE FROM EXISTING FLOOR SHALL BE GROUND DOWN IN PREPARATION FOR ��,9 o 394 Q� NEW FLOOR FINISHES. T� f NEB`lO e 9. ANY EXISTING VINYL WALL COVERINGS SHALL BE REMOVED AND ADHESIVE SANDED SMOOTH. 10, ALL EXISTING DOOR KNOBS AND HARDWARE SHALL BE REMOVED AND DISCARDED IN PREPARATION FOR NEW. REFER TO DOOR NOTES FOR SPECIFICATIONS. Architect of Record: ® JM2� RCWTECTUREpc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 PARMINGVILLE, NY, 11738 T I G31.320.3305 FI G31.320,3307 Applicant: Anthony Martignetti 8 East 92nd St,Apt 3 New York,NY 10128 �r— � � -- -- -� r- --- � _ ----� -- _ _ --- (917)535-3777 I I I Architect of Record: I I I I I I I JM2 Architecture,PC I I II II 2410 North Ocean Ave.Suite 300 farmi qville, 1738 DEMOLISH EN-IRE EAST I I I I Farm)320 NY 1-3305 (63 I) 20 5 4 1 1 WING OF BUILDING I I I I I I I I Structural Engineer: 5 E2 Engineers A-8 I I I I I 485 Montauk Ave ( 1 I 1 ( New London,CT 06320 I 1 1 G A-8 7 I I IIII (860)437-3259 111111 � II ¶ II IIIN 8 / II MEP Engineer: — ImI \ \ JI I Emtec Con5uiting Engmee DPC 4, Memorial3555 Hwy,S uite Mr Ronkonkoma,NY 11779 (631)35G-217G Surveyor: 1 1 1 1 I I Nathan Taft Corwin III 158G Main Road, T I I I I I I I _ I I m Jame5port,NY 11947 II — I J r _ — — — I 1 (631)727 2090 I // R �� Project Name REMOVE II I I(( I � 11 CASEWORK t ---t► IIII I REMOVE EXISTING L L L L KITCHENETTE I ( III I BATHROOM FIXTURES 5775 W Mill Rd EXISTING STAIRCASE TO BE REMOVED I— J I— Project Address — III I I 5775 WMill Rd, °1 11 ---- - ' Mattituck, NY 11952 Project Type III � Re novation enovation 11 � II Revi5ion5 1 De51gn Development 03-14-2022 Revised per Owner 04-1 1-2022 11 Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 tt_ Updated w/Seating Layout 07-20-2022 Revised Seating Layout 08-1 1-2022 IIII I I Re05ed per 5CDH5 Food Control 09-12-2022 II 11 ALL EXISTING WINDOWS TO I I PIan5 Revised per Owner 09-28-2022 BE REMOVED FOR Lighting PIan5 Revised per Owner 10-14-2022 REPLACEMENT Lighting PIan5 Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 O EXISTING FIREPLACE t IIII _ CHIMNEY TO BE REMOVED IIII IE / 1 J 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 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title Demolition- 5econd F loor Second Floor - Demo 1 5CTM# 1000-106.00-OG.00-003.000 BUILDING No: 11411 — 1 I—Oli �-2 5CDHS No.: C-21-0373 JM2 No: 2022-0642 DEMOLITION N OTE5 ZBA No: 7573 DATE: 1 1/7/2022 SEAL t SIGNATURE: DESIGNED BY: DA I. CONTACTOR SHALL RECEIVE ALL APPLICABLE DISCONNECT LETTERS BEFORE REMOVAL ANY UTILITIES. 2. CONTRACTOR IS RESPONSIBLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. _ CHECKED BY: JM 3. CONTRACTOR SHALL COORDINATE TO HAVE ALL BELOW GRADE UTULITIE5 MARKED OUT BEFORE EXCAVATION.CONTRACTOR IS RESPONSIBLE FOR MARK-OUTS �F�ED L, AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. �g �E q �S'jJ, SCALE: 1/4"= 1'-0" 4. CONTRACTOR SHALL REMOVE ALL EX15TNG CONCRETE CURB AND ASPHALT IN ACCORDANCE WITH LOCAL LAWS. 5. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL AND DEBRIS FROM PREMISES IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE STATE OF Q 9 DWG No: NEW YORK AND THE TOWN OF SOUTHOLD. 6, CONTRACTOR SHALL LOCATE,SECURE,AND DISCONNECT AT SERVICE PANEL,ALL CIRCUITS AFFECTED BY DEMOLITION. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR,SUPPLIES,AND EQUIPMENT NECESSARY TO COMPLETE DEMOLITION. 8. CONTRACTOR SHALL REMOVE ALL EXISTING FLOORING.ALL GLUE RESIDUE AND ADHESIVE FROM EXISTING FLOOR SHALL BE GROUND DOWN IN PREPARATION FOR 3945 NEW FLOOR FINISHES. T� of NEB-4 9. ANY EXISTING VINYL WALL COVERINGS SHALL BE REMOVED AND ADHESIVE SANDED SMOOTH. U =2 10. ALL EXISTING DOOR KNOBS AND HARDWARE SHALL BE REMOVED AND D15CARDED IN PREPARATION FOR NEW. REFER TO DOOR NOTES FOR SPECIFICATIONS. GENERAL STRUCTURAL NOTES DESIGN DATA: SPECIAL INSPECTION: STRUCTURAL STEEL: ea erw1 if-1eer-s 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 NEW YORK STATE BUILDING 1. SUPERIMPOSED DEAD LOAD: 1. SPECIAL INSPECTION IS REQUIRED, PER CHAPTER 17 OF THE STATE OF NEW YORK STATE BUILDING 1. ALL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) structural engineers CODE AND ITS APPLICABLE REFERENCED STANDARDS. A. ROOF............................................................................................ 15 PSF CODE, FOR THE FOLLOWING ITEMS: SPECIFICATIONS AND ITS CODE OF STANDARD PRACTICE. B. FLOOR.......................................................................................... 15 PSF 2. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE A. PILE FOUNDATION 2. GENERAL 488 Montauk Ave. 46o Summer St..Suite 411 Main St. New London,CT Stamford,CT Concord.MA ARCHITECTURAL DRAWINGS AND EXISTING CONDITONS PRIOR TO CONSTRUCTION.ANY 2. FLOOR LIVE LOAD: A. PERMANENT FRAMING AND FINAL CONNECTION DETAILS ARE SHOWN ON THE DRAWINGS. (860)437-3259 (860)437-3259 (978)294-88o6 DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND A. PRIVATE ROOMS AND CORRIDORS ........................................ 40 PSF B. STRUCTURAL SAFETY THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION SEQUENCES, MEANS,AND ENGINEER OF RECORD. B. DINING ROOMS AND RESTAURANTS ...................................... 100 PSF a. STRUCTURAL STABILITY METHODS;AND FOR THE DESIGN OF TEMPORARY LATERAL AND VERTICAL BRACING. NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A 3. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL SLEEVES, OPENINGS AND 3. ROOF LIVE LOAD C. WOOD FRAMING TEMPORARY BRACING SHALL REMAIN IN PLACE UNTIL THE COMPLETE VERTICAL AND COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION ANCHORAGES INCLUDING ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS NOT A. ORDINARY ROOF LIVE LOADING ............................................. 20 PSF LATERAL FORCE RESISTING SYSTEMS HAVE BEEN INSTALLED. CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART E ( ) WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER. D. STRUCTURAL STEEL B. PROVIDE ACCESS FOR INSPECTION OF ALL SHOP AND FIELD CONNECTIONS FOR PROPER WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE 4. ROOF SNOW LOAD DATA: MATERIALS AND WORKMANSHIP. DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. 4. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE FOR A SAFE AND EFFICIENT A. GROUND SNOW LOAD, P9.......................................................... 25 PSF 2. THE OWNER SHALL RETAIN AND PAY FOR AN INDEPENDENT THIRD PARTY INSPECTION AGENCY TO METHOD OF SHORING AND/OR BRACING THE STRUCTURE DURING CONSTRUCTION. SHOULD B. FLAT ROOF SNOW LOAD, Pf...................................................... 20 PSF+APPLICABLE DRIFT OVERSEE THE SPECIAL INSPECTION PROCESS. C. WELDING ELECTRODES,WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS CONSTRUCTION LOADS (MANPOWER, EQUIPMENT OR OTHERWISE) EXCEED THE 20 PSF C. RAIN-ON-SNOW SURCHARGE LOAD ........................................ 5 PSF TEMPERATURES SHALL BE IN ACCORDANCE WITH THE AISC AND AWS SPECIFICATIONS.ANY CONSTRUCTION LIVE LOAD,THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING D. SNOW EXPOSURE FACTOR,Ce................................................. 1.0 3. REFER TO THE STATEMENT OF SPECIAL INSPECTION STRUCTURAL STEEL DAMAGED IN WELDING IS TO BE REPLACED OR REINFORCED AS CALCULATIONS SIGNED AND SEALED BY REGISTERED PROFESSIONAL ENGINEER LICENSED IN E. SNOW LOAD IMPORTANCE FACTOR, Is .................................... 1.0 ACCEPTABLE TO THE STRUCTURAL ENGINEER. THE STATE OF NEW YOLK.THE CONTRACTOR SHALL CARRY ALL COSTS ASSOCIATED WITH F. THERMAL FACTOR, Ct................................................................. 1.0 TEMPORARY LOADS DURING CONSTRUCTION. G. SLOPE FACTOR,Cs..................................................................... 0.5 ON PITCHED ROOF D. WELDERS SHALL HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS H. DRIFT LOAD, Pd............................................................................ 33 PSF WHERE APPLICABLE QUALIFICATION TESTS.THE ENGINEER MAY REQUEST SUCH EVIDENCE AT ANY TIME DURING 5. ALL WORK SHALL BE CONTINUOUSLY MONITORED AND INSPECTED BY AN INDEPENDENT TESTING 1. SNOW DRIFT,W............................................................................ 8 FT CONSTRUCTION OBSERVATION: THE PROJECT. AGENCY REFER TO SPECIAL INSPECTION NOTES ON THIS SHEET. SUBMIT ALL TEST AND 1. THE STRUCTURE HAS BEEN DESIGNED TO RESIST THE MINIMUM CODE PRESCRIBED GRAVITY AND INSPECTION REPORTS TO A/E FOR REVIEW. 5. WIND DESIGN DATA: 127 MPH (3-SEC. GUST) LATERAL LOADS. DESIGN IS BASED ON ALL FACETS OF CONSTRUCTION ADHERING TO THE PLANS EERECTIONCONTRACTOR ERRORS SHALL DEVIATIO THE STRUCTURAL NS AND SHALL RECEIVE ENGINEER OF ANY FABRICATION OR APPROVAL BEFORE ANY A. BASIC WINDSPEED,V„it...................... AND DETAILS AS SPECIFIED.THE STRUCTURAL ENGINEER OF RECORD (S.E.R.) STRONGLY 6. STRUCTURAL MEMBERS SHALL NOT BE MODIFIED IN THE FIELD WITHOUT WRITTEN APPROVAL B. NOMINAL WINDSPEED,Vasd....................................................... 116 MPH (3-SEC. GUST) FIELD CORRECTIONS ARE MADE. FROM THE STRUCTURAL ENGINEER. IN THE EVENT OF A CONSTRUCTION OR FABRICATION ERROR, C. RISK CATEGORY......................................................................... II RECOMMENDS PERIODIC INSPECTIONS OF CONSTRUCTION PROGRESS TO ENSURE THAT THE THE CONTRACTOR SHALL PREPARE A SKETCH WITH A PROPOSED REPAIR,AND SUBMIT IT TO THE D. WIND LOAD IMPORTANCE FACTOR, I...................................... 1.0 GENERAL CONTRACTOR( IS FOLLOWING THE PLANS AND DETAILS SPECIFIED BY THE S.E.R. F. ALL STRUCTURAL STEEL THAT IS DIRECTLY EXPOSED TO SALT-SPRAY SHALL BE STAINLESS ARCHITECT AND ENGINEER OF RECORD. FOR APPROVAL PRIOR TO PERFORMING ANY CORRECTIVE E. WIND EXPOSURE CATEGORY.................................................. D SHOULD THE S.E.R. NOT BEE REQUESTED TO INSPECT CONSTRUCTION PROGRESS/ STEEL.ALL STEEL ON 1ST FLOOR FRAMING NOT EXPOSED TO SALT-SPRAY OR LOCATED IN WORK. F. INTERNAL PRESSURE COEFFICIENT, GCP:............................. +/-0.18 CONFORMANCE,THE S.E.R. HEREBY INDEMNIFIES THE S.E.R.AND ALL EMPLOYEES HERETO OF ANY CLAIMS RELATED TO LACK OF CONFORMANCE OF THE DESIGN SPECIFIED BY THE G.C. USE OF EXTERIOR UNHEATED SPACES, SHALL BE HOT-DIPPED GALVANIZED, UNLESS OTHERWISE G. BASE PRESSURE,qn.................................................................. 44 PSF PLANS, EITHER BY SUBMISSION FOR PERMIT AND/OR USE AS CONSTRUCTION DOCUMENTS HEREBY INDICATED. 7. SUBMIT SHOP DRAWINGS AND RFIs FOR REVIEW,APPROVAL,AND RESPONSE(FOR ALL TRADES H. NET UPLIFT ON ROOF(SERVICE) ............................................ 25 PSF CONSTITUTES ACCEPTANCE OF THIS PROVISION SET FORTH BY THE S.E.R.AND EMPLOYEES OF INDICATED HEREIN) PRIOR TO PROCEEDING WITH FABRICATION AND/OR CONSTRUCTION. I. COMPONENTS AND CLADDING LOADS .................................. SEE IBC-15 TABLE 1609.6.2 G. MATERIAL SPECIFICATIONS: CONTRACTOR SHALL ALLOW FORA 2 WEEK REVIEW PERIOD BY THE DESIGN TEAM. THE S.E.R. a. W,WT SHAPES .......................................................... ASTM A992(50 KSI) 6. EARTHQUAKE DESIGN DATA: ASTM A276(STAINLESS STEEL) 8. IN ANY CASE OF CONFLICT BETWEEN THE NOTES, DETAILS AND SPECIFICATIONS,THE MOST RIGID A. RISK CATEGORY.......................................................................... II b. S, M, HP, C, MC SHAPES..............:........................... ASTM A572, GRADE 50 REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL MAKE NO DEVIATION FROM CONTRACT B. SEISMIC IMPORTANCE FACTOR, le........................................... 1.0 WOOD PILES&PILE DRIVING: C. SQUARE&RECTANGULAR HSS............................ ASTM A500, GRADE C (50 KSI) DOCUMENTS WITHOUT WRITTEN APPROVAL OF THE ENGINEER. C. Ss.........................................................................I.......................... 0.176 d. L SHAPES, MISC. PLATES&BARS.......................... ASTM A36 D. St .................................................................................................... 0.050 1. FINAL PILE DESIGN SHALL BE PREPARED BY THE CONTRACTOR AND SIGNED/SEALED BY A e. BOLTS ........................................................................ ASTM A325 9. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. E. SITE CLASS .................................................................................. D PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK ASTM F593B (STAINLESS STEEL) F. Sds................................................................................................... 0.187 f. ANCHOR RODS ASTM F1554, GRADE 36 10. ALL COSTS OF INVESTIGATION AND/OR REDESIGN, DUE TO CONTRACTOR MISLOCATION OF G. Sdt ................•........................•... 0.079 2. PILE SHALL HAVE MINIMUM 12"DIA. (BUTT) CLASS B PILES W/8"MIN TIP. LARGER DIAMETER PILES STRUCTURAL ELEMENTS OR OTHER LACK OF CONFORMANCE WITH THE PROJECT DOCUMENTS, H. SEISMIC DESIGN CATEGORY..................................................... B MAY BE REQUIRED BASED ON FINAL DESIGN. PILES SHALL BE SOUTHERN YELLOW PINE H. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL SHALL BE AT THE CONTRACTOR'S EXPENSE. I. ANALYSIS PROCEDURE .............................................................. EQUIVALENT LATERAL FORCE CONFORMING TO ASTM D25 AND AWPA STANDARDS. PILES SHALL BE TREATED WITH PRESSURE DRAWINGS, MECHANICAL DRAWINGS AND DRAWINGS RELATED TO OTHER TRADES.THE ANALYSIS TREATED PRESERVATIVE CONFORMING TO AWPA USE CATEGORY UC4C. GENERAL CONTRACTOR IS RESPONSIBLE TO CHECK AND COORDINATE DIMENSIONS, 11. THESE DRAWINGS REPRESENT THE COMPLETED PROJECT WHICH HAS BEEN DESIGNED FOR THE J. ANALYSIS PARAMETERS: CLEARANCES , ETC.,WITH THE WORK OF THE OTHER TRADES. WEIGHTS OF THE MATERIALS INDICATED ON THE DRAWINGS AND FOR THE SUPERIMPOSED LOADS 3. REQUIRED PILE ALLOWABLE DESIGN LOAD IS INDICATED ON PLAN, SEE PLAN FOR LOCATIONS INDICATED IN THE DESIGN DATA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE DIRECTION 1 (E-W) I. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN AND CONSTRUCTION OF SEISMIC RESISTING SYSTEM(S) .................................... LIGHT-FRAME(WOOD)WALLS 4. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE LOCATIONS OF EXISTING UNDERGROUND FALSEWORK, FORMWORK, STAGINGS, BRACING, SHEETING AND SHORING, ETC. SHEATHED WITH WOOD AND OVERHEAD UTILITIES AND EXISTING OBSTRUCTIONS PRIOR TO THE START OF WORK. 3. CONNECTIONS STRUCTURAL PANELS RATED A. REACTIONS INDICATED ON FRAMING PLANS ARE BASED ON UNFACTORED LOADS, UNLESS 12. TYPICAL DETAILS APPLY REPETITIVELY ON THE PROJECT. CONTRACTOR SHALL COORDINATE THE FOR SHEAR RESISTANCE 5. PILES ARE TO BE DRIVEN WITH A DOUBLE ACTING AIR HAMMER WITH A MINIMUM HAMMER ENERGY OTHERWISE NOTED.ALL SIMPLE SHEAR CONNECTIONS SHALL BE DESIGNED FOR 1.25 TIMES GENERAL REQUIREMENTS OF TYPICAL DETAILS WITH PROJECT CONDITIONS, PLANS, RESPONSE MODIFICATION FACTOR, R ........................ 6.5 OF 12,000- 16,000 FT-LBS.VIBRATORY HAMMERS WILL NOT BE PERMITTED TO AVOID DAMAGE TO THE REACTION INDICATED. SPECIFICATIONS,AND SECTIONS. OVERSTRENGTH, n ........................................................ 3.0 NEARBY STRUSTURES.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE SPECIFICATIONS • SEISMIC RESPONSE COEFFICIENT, Cs ........................ 0.029 ON THE AIR HAMMER TO BE USED, INCLUDING PRELIMINARY WEAP ANALYSIS ON REQURIED B. PROVIDE NO LESS THAN 3/16"WELDS EXCEPT ALONG EDGES OF MATERIALS THAT ARE 1/4" 13. THE PLAN AND DETAIL, HEREIN ARE BASED ON LIMITED SITE OBSERVATIONS AND EXISTING BLOW/INCH TO ACHIVE REQUIRED CAPCITY. OR LESS IN THICKNESS, FOR EDGES OR MATERIALS THAT ARE 1/4"OR LESS IN THICKNESS, DRAWINGS.ANY DISCREPANCIES BETWEEN THE EXISTING FIELD CONDITIONS AND THE DRAWINGS DIRECTION 2(N-S) USE THE MAXIMUM SIZE WELD PERMITTED BY THE GOVERNING AISC SPECIFICATION. SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. SEISMIC RESISTING SYSTEM(S) .................................... LIGHT-FRAME(WOOD)WALLS 6. PILE DRIVING LOGS SHALL PREPARED BY A LICENSE PROFESSIONAL ENGINEER AND KEPT FOR SHEATHED WITH WOOD EACH PILE. CONTRACTOR SHALL SUBMIT LOG TO ENGINEER OF RECORD DAILY. LOGS SHALL C. ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS OR STRUCTURAL PANELS RATED INCLUDE A UNIQUE DESIGNATION FOR EACH PILE, PILE LENGTH, LOCATION, FINAL TIP ELEVATION, WELDS.ALL HIGH STRENGTH BOLTS AND NUTS SHALL BE CLEARLY MARKED AS REQUIRED BY FOR SHEAR RESISTANCE AND BLOWS PER INCH FOR THE LAST 6". CONTRACTOR SHALL NOT DEMOBILIZE FROM THE SITE AISC SPECIFICATIONS. CONNECTIONS MADE WITH UNMARKED BOLTS AND NUTS WILL BE STRUCTURAL LUMBER/ROUGH CARPENTRY: RESPONSE MODIFICATION FACTOR, R........................ 6.5 UNTIL THE PILE LOGS ARE REVIEWED AND ACCEPTED BY THE ENGINEER OF RECORD REJECTED. • OVERSTRENGTH, 0 ........................................................ 3.0 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE AMERICAN FOREST AND PAPER ASSOCIATION SEISMIC RESPONSE COEFFICIENT, Cs ........................ 0.029 7. UNLESS OTHERWISE NOTED ON PLANS, BUTTS OF PILE SHALL BE WITHIN 3"OF LOCATIONS SHOWN D. UNLESS OTHERWISE NOTED,ALL BOLTS SHALL BE TIGHTENED TO THE"SNUG TIGHT' STANDARDS AND SPECIFICATIONS. ON PLAN. CONDITION DEFINED AS THE TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN IMPACT 7. GEOTECHNICAL INFORMATION: WRENCH OR THE FULL EFFORT OF A PERSON USING AN ORDINARY SPUD WRENCH.THE 2. ALL DIMENSIONAL LUMI3ER SHALL BE DOUGLAS FIR-LARCH NORTH NO.2 OR BETTER(19% A. ASSUMED ALLOWABLE PILE LOADING 8. THE LATERAL CAPACITY CAN BE INCREASED BY BATTERING THE PILES AT AN INCLINATION ANGLE SNUG TIGHT CONDITION MUST ENSURE THAT THE PLIES OF THE CONNECTED MATERIAL MOISTURE CONTENT OR LESS.) ALL LUMBER EXPOSED TO WEATHER SHALL BE SOUTHERN TIMBER PILES.................................................................... 25 KIPS MAXIMUM, SEE PLAN OF 9.5 DEGREEES(6V:1H)OR LESS HAVE BEEN BROUGHT INTO SNUG CONTACT. YELLOW PINE NO.2 OR BETTER WITH ACQ PRESSURE TREATMENT PRESERVATIVE AND A FOR LOCATIONS MOISTURE CONTENT OF 19%OR LOWER. B. FOR ADDITIONAL INFORMATION SEE GEOTECHNICAL REPORT FROM DOWN TO EARTH E. ALL BOLTS SUBJECT TO DIRECT TENSION OR DESIGNATED AS SC (SLIP-CRITICAL)SHALL BE PROJECT CONSULTING FILE NO. 0020-081.00 DATED FEBRUARY 2022 PRE-TENSIONED IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS AS DESCRIBED 3. ALL INTERIOR AND EXTERIOR BEARING WALLS SHALL BE 2x(4 OR 6)AT 16"ON-CENTER DOUGLAS IN AISC"MANUAL OF STEEL CONSTRUCTION" :TURN-OF-NUT TIGHTENING, CALIBRATED �'H E O L D MILL FIR-LARCH NORTH NO. 2 OR BETTER, UNLESS NOTED OTHERWISE. 8. FLOOD DESIGN DATA: WRENCH TIGHTENING OR DIRECT TENSION INDICATOR TIGHTENING. A. FLOOD ZONE ................................................................................. ZONE AE11 4. PROVIDE METAL HANGERS AT ALL NEW FLUSH FRAMED CONNECTIONS. B. FLOOD CLASS DESIGN ................................................................ 2 F. BOLTS USED IN STRUCTURAL STEEL FRAMING CONNECTIONS SHALL BE A MINIMUM OF 3/4" I�� C. ELEVATION OF PROPOSED LOWEST FLOOR............................. 15' DIAMETER. 5. ALL FASTENERS SHALL BE IN CONFORMANCE WITH THE FASTENING SCHEDULE IN THE 2015 D. ELEVATION OF BOTTOM OF LOWEST INTERNATIONAL BUILDING CODE, UNLESS NOTED OTHERWISE. FASTENERS EXPOSED TO SALT- HORIZONTAL STRUCTURAL MEMBER........................................ 12, G. BOLTED CONNECTIONS SHALL USE A MINIMUM OF TWO BOLTS PER CONNECTED PART, SPRAY SHALL BE STAINLESS STEEL. FASTENERS EXPOSED TO THE WEATHER(BUT NOT SALT- UNLESS OTHERWISE INDICATED. SPRAY) SHALL BE HOT-DIP GALVANIZED OR STAINLESS STEEL. H. OVERSIZED HOLES, LONG-SLOTTED HOLES OR SHORT-SLOTTED HOLES PARALLEL TO THE 6. ALL NEW WALL SHEATHING SHALL BE 1/2"GRADE CDX PLYWOOD. LOAD SHALL NOT BE USED FOR ANY CONNECTIONS UNLESS SPECIFICALLY INDICATED ON THE DRAWING OR APPROVED IN WRITING BY THE ENGINEER. SHORT SLOTTED HOLES 7. ALL NEW ROOF DECK SHALL BE 5/8"GRADE CDX PLYWOOD TRANSVERSE TO TEH DIRECTION OF THE LOAD ARE PERMITTED IN BEARING TYPE CONNECTIONS. 8. ALL NEW FLOOR DECK SHALL BE 3/4"ADVANTECH TONGUE AND GROOVE PLYWOOD. ' I. ALL BUTT AND FULL PENETRATION WELDS SHALL BE MADE USING RUN OFF TABS WHICH 9. ALL FLOOR AND ROOF DECKING SHALL BE INSTALLED WITH ANNULAR RING SHANK NAILS(STAPLES SHALL BE REMOVED AND GROUND SMOOTH ONCE THE WELD IS COMPLETED. SHALL NOT BE PERMITTED)WITH INSTALLATION PROCEDURES CONFORMING TO THE GOVERNING AGENCY STAMPED ON THE SHEETS. J. STRUCTURAL STEEL FRAME SHALL BE LEVEL AND PLUMB PRIOR TO COMPLETING CONNECTIONS. 10. ALL ROOF AREAS THAT ARE OVER-FRAMED SHALL CONTAIN ROOF DECKING ON THE UNDER- FRAMED MATERIAL, UNLESS NOTED OTHERWISE. 4. ACOATINGS ALL NEW STRUCTURAL STEEL SHALL BE GIVEN ONE COAT OF AN APPROVED SHOP PRIMER 5775 WEST MILL ROAD 11. WHERE INDICATED,ALL LUMBER LUMBER EXPOSED TO WEATHER SHALLD AS"GLULAM"SHALL BE BE PRESSURE TREATED. OTHERWISE. 24F-V8 MINIMUM,ALL APPLIED IN ACCORDANCE OTHERWISE. SURFACE PREPATH MANUFACTURERS RATION OF STEEL PRIOROMMENDATIONS, UNLESS NOTED TO SHOP AIINTIING SHALL CONFORM MATTITU C K, NEW YORK TO SSPC SP3. 12. ALL PLYWOOD AND STRUCTURAL USE PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE APA-THE ENGINEERED WOOD ASSOCIATION. B. AFTER ERECTION IS COMPLETE,TOUCH-UP ALL SHOP PRIMED COATS DAMAGED DURING TRANSPORTATION AND ERECTION AND PRIME ALL FIELD WELDS USING THE SAME PAINT ENo. Revision/Issue Date 13. ALL WALL STUDS CUT FOR OTHER TRADES OVER 1/4 OF THE STUD DEPTH SHALL BE DOUBLED. USED FOR SHOP PRIMING. PERMIT SET 10/25/2022 14. WHERE STUD WALLS ARE GREATER THAN 8'-0", PROVIDE A ROW OF 2X SOLID HORIZONTAL C. ALL STRUCTURAL STEEL TO RECEIVE SPRAY APPLIED FIRE PROTECTION SHALL BE LEFT 1 UPDATED PERMIT SET 1/3/2023 BLOCKING. UNCOATED. 15. ALL OPENINGS SHALL BE FRAMED BY DOUBLE MEMBERS UNLESS NOTED OTHERWISE. D. FOR EXPOSED INTERIOR STRUCTURAL STEEL REFER TO ARCHITECTURAL DRAWINGS FOR FINISH REQUIREMENTS. 16. PROVIDE Vx4"CROSS-13RIDGING FOR ALL SOLID SAWN WOOD JOISTS AT 8'-0"ON-CENTER MAXIMUM SPACING AND 2x SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND PARTITIONS. SEAL NIE lu 08479`t TOWN OF9OOp STRUCTURAL NOTES DWG BY:MOB P.I.C.: GKS SCALE: 12"=1'-0" S 'to JW,, 0 1 PROJECT NO.:21045 sz sn�inssrs structural engineers WOOD NAILING SCHEDULE 488 Montauk Ave. 46o Summer St..Suite 411 2250 Main St. New London,CT Stamford,CT Concord,MA (860)437-3259 (860)437-3259 (978)294-8806 JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING WOOD HEADER SCHEDULE COMMON NAILS BOX NAILS COMMON NAILS BOX NAILS SYMBOLS SPAN CONDITION HEADER SIZE JACK STUDS KING STUDS NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION ROOF FRAMING ROOF SHEATHING UP TO 2'-6" (2)2X6 1 1 CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, RAFTER TO TOP PLATE (SEE TABLE 2'-6"UP TO T-0" (2)2X8 1 1 �" �� WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE 3-16d 3-16d PER RAFTER STRUCTURAL PANELS 8d 10d INDICATES TOP OF SUBFLOOR DECK ELEVATION. GC VERIFY IN FIELD. DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. (TOE-NAILEID) 3.10)* T-0"UP TO 4'-6" (2) 2X10 2 2 CEILING JOIST TO TOP DIAGONAL BOARD SHEATHING D1 . INDICATES SPAN DIRECTION OF NEW 3/4"TONGUE+GROOVE ADVANTECH PLATE (TOE.-NAILED) 3-8d 3-8d PER JOIST 1"x6"OR 1"x8" 2-8d 2-10d PER 4-6 UP TO 6-6 (2)2X12 2 2 SUBFLOOR DECKING. DECKING SHALL BE GLUED AND NAILED @ 6"O.C. 1"x10"OR WIDER 3-8d 3-10d SUPPORT 6'-6"UP TO 8'-6" (2) 1 3/4"X 11 7/8"LVL 2 3 CEILING JOIST TO 4-10d 4-10d EACH LAP D2 —� INDICATES SPAN DIRECTION OF NEW 5/8"CDX PLYWOOD ROOF DECKING. PARALLEL RAFTER(TOE-NAILED) CEILING SHEATHING NOTES: ROOF DECKING SHALL BE NAILED PER TYPICAL DETAILS ON SHEET S300 CEILING JOIST LAPS OVER 4-10d 4-10d EACH LAP INDICATES SPAN DIRECTION OF EXTERIOR PORCH DECKING PARTITIONS(TOE-NAILED) 7"EDGE/ 1. WOOD HEADER SCHEDULE IS FOR WHEN DOOR/WINDOW HEADER SIZES — D3 — PER ARCH. TO BE INSTALLED PER MANUFACTURER'S SPECIFICATION COLLAR TIE TO RAFTER 10 FIELD GYPSUM WALLBOARD 5d COOLERS 5d COOLERS ARE NOT SHOWN ON THE PLANS. '. 4-10d 4-10d PER TIE 2. USE PLYWOOD SHIMS BETWEEN HEADERS TO MATCH WALL WIDTH. �— E1 INDICATES SPAN DIRECTION OF EXISTING SUBFLOOR DECKING TO REMAIN (FACE-NAILED) WALL SHEATHING 3. CONSULT STRUCTURAL ENGINEER IF HEADER SIZE IS NOT SHOWN ON BLOCKING TO RAFTER PLANS AND THE SPAN IS LARGER THAN ABOVE. E2 INDICATES SPAN DIRECTION OF EXISTING ROOF DECKING TO REMAIN (TOE-NAILEID) 2-8d 2-10d EACH END (SEE TABLE 4. OPENINGS IN INTERIOR BEARING WALLS REQUIRE ONLY 1 KING STUD STRUCTURAL PANELS 8d 10d 3.11)'" HDR INDICATES NEW BUILT-UP WOOD HEADER PER HEADER SCHEDULE,THIS RIM BOARD TO RAFTER 2-16d 3-16d EACH END SHEET. (END-NAILED) FIBERBOARD PANELS 3"EDGE/ 7/16" 6d - 6" FIELD P# INDICATES WOOD POST PER SCHEDULE(THIS SHEET). WALL FRAMING 25/32" 8d HOLD DOWN SCHEDULE 7" EDGE/ WOOD MIN.WOOD PU INDICATES WOOD POST UP. REFER TO FRAMING PLAN ABOVE FOR SIZE. TOP PLATE TO TOP PLATE 2-16d� 2-16d i PER FOOT GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 10"FIELD SYMBOL FASTENERS MEMBER SIZE (FACE-NAILED) 2-16d INDICATES EXISTING WOOD POST. TOP PLATES AT INTERSECTIONS JOINTS- HARDBOARD 8d 8d (SEE TABLE HDU4 (10) 1/4x2 1/2 SDS 3 x 3 1/2 INDICATES WOOD SHEAR WALL PER SHEAR WALL SCHEDULE HIS SHEET (FACE-NAILED) 4-16d5-16d EACH SIDE 3.11)* HDU11 (30) 1/4x2 1/2 SDS 3 1/2 x 7 1/4 FOR SHEAR-WALLS INDICATED AT EXISTING STUD WALLS: GC T ) TO ENSURE STUD TO STUD PARTICLEBOARD PANELS 8d 8d PER MANUFAC- SW1 EXISTING STUD IS 2X4 MINIMUM SIZE AT 16"ON CENTER MAXIMUM SPACING. (FACE-NAILED) 2-16d 2-16d 24"o.c. TURER HDU14 (36) 1/4x2 1/2 SDS 3 1/2 x 7 1/4 IF NOT, PROVIDE STUDS UNTIL THIS CRITERIA IS MET. MINIMUM PLYWOOD SHEATHING SIZE OF 15/32"(CDX)AND 8d NAILS PROVIDED 4"OC EDGE, 12" HEADER TO HEADER 16"ox. DIAGONAL BOARD SHEATHING HOLD DOWN NOTES: OC FIELD AS WELL AS 4"OC FOR TOP PLATE AND DIAPHRAGM ABOVE. (FACE-NAILED) ALONG 16d ALONG EDGES 1"x6"OR 1"x8" 2-8d 2-10d PER 1. ALL BOLTS INTO POSTS SHALL BE ASTM A307 CARRIAGE BOLTS REPLACE PLYWOOD AND/OR PROVIDE ADDITIONAL NAILS/BLOCKING AS 1"x10"OR WIDER 3-8d 3-10d SUPPORT OR SDS WOOD SCREWS AS INDICATED.ALL BOLTS CONNECTION REQUIRED TO MEET THIS CRITERIA. TOP OR BOTTOM PLATE TO 2-16d 2-16d PER STUD POSTS BETWEEN LEVELS SHALL BE ASTM A307 THREADED ROD. STUD (END-NAILED) FLOOR SHEATHING 2. ALL SHEARWALL HOLDDOWN ANCHORS, POSTS,AND BOLTS HDU INDICATES NEW SIMPSON STRONGTIE HDU HOLD DOWN PER PLANS. BOTTOM PLATE TO FLOOR JOIST, SHALL BE INSTALLED PRIOR TO SHEATHING. BANDJOIST, ENDJOIST, OR 2-16d 1,2 2-16d 1,2 PER FOOT STRUCTURAL PANELS BLOCKING(F'ACE-NAILED) 1"OR LESS 8d 10d 6" EDGE/ 12"FIELD FLOOR FRAMING GREATER THAN 1" 10d 16d 6"EDGE/ 6" FIELD JOIST TO SILL,TOP PLATE OR 4-8d 4-10d PER JOIST DIAGONAL BOARD SHEATHING PILE GRID LINE GIRDER(TOE-NAILED) 1"x6"OR 1"x8" 2-8d 2-10d PER BRIDGING TO JOIST 1"x10"OR WIDER 3-8d 3-10d SUPPORT PILE TYPE (TOE-NAILED) 2-8d 2-10d EACH END WP=WOOD PILE BLOCKING TO JOIST 2-8d 2-10d EACH END NOTES: 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED (TOE-NAILED) 6"ox.AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3"ox. BEAM SIZE AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, I REQUIRED VERTICAL PILE CAPACITY TREATMENT BLOCKING TO SILL OR TOP NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE (SEE PLAN FOR ASD LOADING) PLATE(TOE:NAILED) 3-16d 4-16d EACH BLOCK DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR SPACING LEDGER STRIP TO BEAM PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH REQUIRED LATERAL PILE CAPACITY DROPPED BEAM (FACE-NAILIED) 3-16d 4-16d EACH JOIST 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED WP (SEE PLAN FOR ASD LOADING) MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE I XK VERTICAL NEW**x** PT @**OC JOIST ON LEDGER TO BEAM PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. 1 I XK LATERALS INDICATES DETAIL FOR PILE TO -——————————————————————————- FLUSH BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST 1 X/Sx GIRDER CONNECTION BAND JOIST TO JOIST 00 1 DIAGONAL JOIST (END-NAILED) 3-16d 4-16d PER JOIST [L 1 PILE BRACING PER 7 S30 1 1 1 PROJECT BAND JOIST TO SILL OR TOP 2-16d1 3-16d PER FOOT PLATE(TOE:-NAILED) THE OLD MILL MATTITUCK WOOD POST SCHEDULE FRAMING LEGEND P# POSTTYPE P1 6x6 DOUGLAS FIR LARCH P2 6x6 P.T. P3 3 1/2 x 5 1/4 PSL P4 (3)2x4 BUILT-UP P5 (3)2x6 BUILT-UP 5775 WEST MILL ROAD MATTITUCK, NEW YORK No. Revision/Issue Date 0 PERMIT SET 10/25/2022 1 UPDATED PERMIT SET 1/3/2023 SEAL F NEtti _ i 08479'L ��C1 AgOFESS%�NP� STRUCTURAL NOTES DWG BY:MOB P.I.C.: GKS SCALE: As Indicated S002 PROJECT NO.:21045 ea angineers Nz::773- structural engineers 488 Montauk Ave. 460 Summer St..Suite 411 2250 Main St. New London,CT Stamford,CT Concord,MA (860)437-3259 (860)437-3259 (978)294-8806 PILE LOADING NOTES NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A 1. PILE TO BEAM CONNECTION AS NOTED COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR 2. ALL STEEL CONNECTIONS TO BE STAINLESS STEEL OR COATED WITH WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, TWO LAYERS OF WATERPROOF PAINT AND PROTECTED FROM SALT WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE SPRAY WITH ARCHITECTURAL FINISHES DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. 1 2 3 4 4.4 5 5.5 6 6.3 6.5 7 7.7 8 8.2 I i I I I I i I I I I I 1 T-7" 9'-61/8" 1 9'-61/8" 5'-3"GC COORD. 6'- 11 1/2" 5'-21/2" 5'-21/2" 3'-7" 11'-71/ " 5'-21/2" 7'-01' 3'-21/8" 2 7" W/LIFT MFR. GC COORD.W/LIFT MFR. 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I 1 _ I PB WP WP WP 9K VERTICAL 9K VERTICAL 12K VERTICAL I I M 1KLATERAL L _5S 01E�L_ __ _ _ _ _ _ __ _ � 2/S301 SML I 1 � SEAL �pFNEi�y - - - - - - - 5/S301 - - - — - - - - - - - - - - - - - I- - - - - - - -I- - - - - - - - - - - I- - - - - - - - — - — - - - - -� - - - - - - - - - - - - - --- - - - - - - - -- PB I I I I I I W w 09479% agOFESS�ON�� CS1 PILE LAYOUT PLAN D 1/4"=1'-0" PILE LAYOUT PLAN DWG BY:MOB P.I.C.: GKS SCALE:As Indicated S100 PROJECT NO.:21045 sz sn�Inssrs structural engineers 488MontaukAve. 460SummerSt..Suite411 2250MainSt. W000 FLOOR FRAMING PLAN NOTES New London,CT Stamford,CT Concord.MA (860)437-3259 (860)437-3259 (978)294-8806 1 2 3 4 4.4 5 5.5 6 6.3 6.5 7 7.7 8 8.2 1. TOP OF ADVANTECH SUBFLOOR DECK ELEVATION INDICATED ON PLAN, COORDINATE W/ARCHITECTURAL DRAWINGS. NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A 1 2. BLOCK BETWEEN JOISTS WHERE BEARING WALL ABOVE RUNS COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION S200 I PERPENDICULAR TO JOIST SPAN. CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR 3. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS UNLESS NOTED WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, I I I OTHERWISE ON PLANS. WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE 11 I I DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. 4. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH S301 11 ARCHITECTURAL DRAWINGS AND/OR EXISTING CONDITIONS. 1 11 I 11 5. COORDINATE SIZES AND LOCATIONS OF FLOOR OPENINGS WITH S301 S301 S301 I ARCHITECTURAL AND MECHANICAL DRAWINGS. O y0 ti0 O O 6. COORDINATE ALL WALL PENETRATIONS, UTILITIES AND MECHANICAL CHASES WITH APPLICABLE TRADES. G NEW(2) 3x12 PT(6-SPAN CONT.) I Q 7. ALL NAILING SHALL BE FASTENED IN ACCORDANCE WITH TABLE 2304.10.1 OF THE 2015 INTERNATIONAL BUILDING CODE AS REQUIRED. - - - - - - - - - - - - A 8. SEE STRUCTURAL NOTES SHEETS(S-001 &S-002) FOR ADDITIONAL - � - - - � - - - 4 - - � - ' - � - - INFORMATION. i S300 I I pJti + ti0 I 9. ALL INTERIOR AND EXTERIOR BEARING WALLS SHALL BE 2x(4 OR 6) •� Gam' a STUDS @ 16"O.C. UNLESS NOTED OTHERWISE. PROVIDE TRIPLE 2x HDU14 HDU4 STUDS CONTINUOUS TO ALL BEAM BEARING LOCATIONS UNLESS I O OTHERWISE NOTED. COORDINATE ALL WALL THICKNESSES WITH DETAIL TYP. @ 1 .00' j ARCHITECTURAL WALL SCHEDULES. 1 ALL HDU'S U.N.O. ` ¢J 10. FOR ALL JOIST TO DROPPED GIRDER CONNECTIONS SEE -I-- 1 0 ^ 1 UNLESS OTHERWISE NOTED 1411. SEE S100 FOR PILE-TO-GIRDER CONNECTION CALLOUTS. - _ _ _ _ _ _ _ - _ _ - - _ - _ _ _ _ _ - _ _ _ _ _ _ -.NSW PT 2 2{c 16'O.C_ - I - -AIE- 2x1 -@-16"-O.C._ - -NEW-PT-2-x12-@ "I z _ 12. STRUCTURAL DRAWINGS GENERATED WITH LIMITED VISUAL T- - T � 0� �`'�•2 OBSERVATIONS. IF EXISTING STRUCTURAL ELEMENTS, ONCE O Z UNCOVERED,APPEAR IN UNSOUND STRUCTURAL CONDITION, GC oT HDU4 a ¢ SHALL CONTACT E2 ENGINEERS FOR FURTHER ANALYSIS. I 1 W kl �� a° __ a0 cn 13. ALL STEEL AT UNDERSIDE OF STRUCTURE OVER SALT-WATER TO BE a < 0 ( N W PTj(3)2x12 ° NEW PT(3)2x12 0 STAINLESS STEEL, OR IF CONCEALED WITH ARCH. FINISHES AND I I 1 a Oa 0 p I --- oW � - ° PROTECTED FROM SALT-SPRAY,SHALL BE HOT-DIPPED GALVANIZED U AND PAINTED XQ I ® Z ' 0 rm / ¢ O41 z I I vZ ► I S 01 i N - Wz za \1J 1 - ° U I I Z ¢ I W I HDU14 1 � z HDU4 I I NOTE A a v 0„ V NEW V 1OX22 GALV. I - z o¢. + I HDU4 NEW W10X22 GALV. I PROVIDE NEW WOOD POST EXTENSION (DOUG FIR#2 OR QJ AG Q HDU11 I Ci v I DROPPED HDU11 BETTER)AS NEEDED, SPLICE PER DETAIL ��NEW(2)2x12 P NEW(2)2x12 P NEW(2)2x12 P NEW(2)2 12 P pJti :- - 9/S301 _ - - - - - NEW 1l{J1OX22 GALV. I HDU11 i ^ i HDU1_1 W- = - - - - -W- - - - - - -W - i - - - - { ° - - - - - - - p - - - - - -I- -` - - - p- - - - �(2)2x12! - a CIL � I> 1 „ „ I i -}- a 8� NEW 2x12 PT @ 16' OCo- NEW 2x12 PT @ 16 OC o- NEW 2x12 PT @ 16 OC 1� z NEW x12 PT @ 16 OC � NEW 2x12 PT 1 "OC 0 0 0 ¢ I (3-SPAN CON .) 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Z z I �, 1 a �� F.4 z MATTITUCK, NEW YORK W W W �J =� PROVIDE NEW H 0 z z x ! z ' �p HDU11 I HDU11 Cl) I CODE COMPLIANT 0- U N LL STAIRS, LANDING, •- z � Q i x ¢ 2 2x12 PT 12 O.C. x NEW 2 2x12 PTA _ 1 _ NE (3)2x12 P ----=- - -- ------- __- AND RAILINGS AS �r a O @ _ _ _W _ _ _ _ _ - - - - - _ - --- _ _ _ _ REQUIRED _ �' w M w �' No. Revision/Issue Date a o z NEW T(3)2x12 NE PT(3)2x12 NEW PT(3)2x12 z z, 0 PERMIT SET 10/25/2022 a N I I � 1 UPDATED PERMIT SET 1/3/2023 1 W > I W I H NEW I M NEW(2)2x12PTPROVIDE NEW NEW I F CODE COMPLIANT I I ® NEW 4x12 PT 44: STAIRS, LANDING, AND RAILINGS AS SIMPSON U210-2 REQUIRED HANGER TYP. I I SIMPSON HUCQ412-SDS STAINLESS STEEL PROVIDE 6x6 P.T. _ STUB POST B/W PILE SEAL �aF NEfrV 1MODIFICATIONPLAN 2 LIFT SUPPORT FRAMING PLAN HIGH GIRDER �P't�*�H. 1ST FLOOR FRAMING y, J r � 1• S101 1/4"= 1'-0" S101 1/2"= 1'-0" i I 084792 gCFESS�DN► FIRST FLOOR FRAMING MODIFICATION PLAN DWG BY:MOB P.I.C.: GKS SCALE:As indicated S101 PROJECT NO.:21045 4 (4.4 5 5.5 6 6.3 6.5 7 7.7 8 8.2 sz snginssr-s structural engineers s200 i I I I I I I I I I 5 5.5 6 6.3 6.5 7 7.7 8 8.2 488 Montauk Ave. 46o Summer St.,Suite 411 2250 Main St. New London,CT Stamford,CT Concord,MA (860)437-3259 (860)437-3259 (978)294-8806 I 1 I I I I I I I I I 6 I i I I I I I NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A I PORTAL FRAME PER DETAIL 6/S300 I I S300 COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION I I CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR y� A N '� SW1 SW1 A SW1 SW1 N WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, Gr' Q I HDR G HDR I HDR Q HDR y lDR HDR Q WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE - =- - - - - - _ - - - - - - - - - - - - - ;.' ---- - - - - - - - - - DRAWIN H I ROPER Fete engineers. q I A gl O i \ (- L► _ y I I I I DBL. JOIST HDR I - - r' O &TRIMMER AT SW1 SW1 1 I I I SKYLIGHT I I I N I I OPENINGS TYP. I Q 8 SW1 ' 24.08 p c� U.N.O. v d -y, tiF I I I ��Q I O U) t GV VIF I 7y W - - - - - - - � � � -D1 -� " - - - - - - - Ini , - Igo I II `- I x • , �I' ' NEW 2x12 RA TERS � N ; I� I t� •- D2 �� I N J O Q SW1 Q I Q @16 OC !L a, OI�- x0 � `ti\ = I N Z = U I y,A z I I J I Z �I 1 I I Z M 0 I I M U 2x12 RAFTERS @ 16"OC z I @)�I \ I I PROVIDE SIMPSON LRU HANGERS I o 0 I� _' AT ALL SINGLE 2x RAFTER TO BEAM / \ PROVIDE NEW z I I OPEN I I I I OPEN I I CONNECTIONS -I- - - - --I- - - - - SW1 - - - - - � - - -� r - ,. - - - r - - % SV111 - - -CODE COMPLIANT B - - - SW Wv�- - - - - II- � - I - - - - - - I SW1 g STAIRS, LANDING, 6 �, J`I �, AND RAILINGS AS z S3011 NEW 6X6 BRACE S300 .o �pJ A •jp �OJ REQUIRED I (3)1 3/4"x9 1/4" -I�� ---NEW(2) 1 3/4"x14"LVL RIDGE EACH SIDE SW1 ti NEW CONT.) LVL SW1 SW1 CEILING BEAM .o� I - Q �� HDR tGQ HDU2 Y r - - NEW(3) 13/4"x111/4" LVL- QI - Q . ' � -IV - - - - - J=WR - - - - - - - - 'Q - --(C.2 - - - - - -�� - - I - - - I- - - - - - _ - - - - - -{C.2 13 - N - r - - I- - - (2) 2x8 - - - - - - - - - - - - - - - - - - - - - - - , �- - - - - Q I _.� ,i SW1 ( ` SW1 C.3 ANEW 2x8 RAFTERS' I ��D.3 L I __EXG. 7.5x9.I RS(2-SPAN CONT. Q� NEW z XG. 5.75x9.7 RS @ 36"OC I 16"OC E 2x8 RAFTERS 16"OC Q / U TAI - swil - - --I- - - - - - I- - - - - - - - - - - - - - - - - - - D --� W oX0 Z 0 I v W I E 1 O _ A 1 I li 11 S201 0 1 (I 2)2x8 S201 = N m .-- D1 XG. 5.75x9.75 IRS 36"OC� iI! E�G. 7.5x9.5 RS 2-SP,}N CONT.) U �° > p Q 'I I 0 .� { - - S- W - - - - - I SilV1- 5- - - - - - - - Q� - - - -- - t - - o �Q - - - - - - - N �_ -{D.7 - - - - - - J - �- ; I -Q - �Q - -� - - W1 - - - - - D.7 _ . Z I Z W SW1 _ i � _ IL W � ,r E - E � ^ -- _ - - - --- _ n HDR I . O _ � � I o - I- a `n > HDR -I 'y - - - - - - - - - - - - - - - - - - - - - - - - - - O U-- - - - j PROJECT - - - LL - - - - - - �Z yo G� E.2 I � I I I I E.2 N Q �� II! O 0 N Q` I I, f Z Z I -x x Q zz W SW1 THE OLD MILL ch O T II; U) a W xC? 24.08 I W � d E.3 I I J E.3 �/� /� a 1 fGVVIF �� - _ - - - - - - - - - I - - - - XG. 5.75x9.75RS 6-_OC - - -- - - - - - - - 1�1/1TTITUCK I III Q @ * - - - - - z �- -- - - - - - � I+ �Q - - - X � EXG. 11" DIAMETE �---- �-- -I� ;I,�Q E.7 II � I IJ I I J I Q = ' E.7 Q i W I I POS �Q 2x8 RAFTERS @ 16"OC I J� -SW1 �7. t, p i' _ _ __ _ _ = =7�x9.5R -SPANCOhrT.r= - - - __ _ _ _ - _ _ _ _ - - F.3 - _ _ _ _ _ _ _ _ _ -_ _ _ _ _ _ -_ -- _ _ _ _ _ _ - F.3 - - - - - -, - 1 p F'4 XG. 5.75x9.75 IRS @ 36"OC i p FA NQ I" I I I I I I NEW(2) 13/4'x 5 1 LVL SW1 QQ tiQ I QJ I QJ pQ WDR HDR HDR.- / DR ___.__ _____ G HDR I G 5775 WEST MILL ROAD _ _ _ . __; I , � I I I I I I I I <S301 SW1 I SW1 SW1 pJ`I' SW1 3W1 HDR sw1 sW1 I MATTITUCK, NEW YORK I I I I I I I (3) JACK STUDS 2 KING STUDS I I I I No. Revision/Issue Date EACH SIDE I I I I I I 0 PERMIT SET 10/25/2022 1 UPDATED PERMIT SET 1/3/2023 1 2ND FLO_O_R FRAMING MODIFICATION PLAN 2 3RD FLOOR FRAMING MODIFICATION PLAN S102 1/4"=1'-0" S102 1/4"= 1'-0" NOTE A WOOD FLOOR FRAMING PLAN NOTES CONTINUOUS 2X LEDGER FASTENED TO STUD WALL W/(3) 1/4"x5" LEDGERLOK SCREWS @16"OC. FASTEN JOISTS TO WOOD ROOF FRAMING PLAN NOTES LEDGER W/FACE MOUNT HANGERS. 1. TOP OF ADVANTECH SUBFLOOR DECK ELEVATION INDICATED ON PLAN, 1. COORDINATE TOP OF WALL PLATE HEIGHTS WITH COORDINATE W/ARCHITECTURAL DRAWINGS. ARCHITECTURAL DRAWINGS&EXISTING CONDITIONS 2. BLOCK BETWEEN JOISTS WHERE BEARING WALL ABOVE RUNS 2. SEE ARCHITECTURAL DRAWINGS FOR ROOF LIMITS AND PERPENDICULAR TO JOIST SPAN. OVERHANG DETAILS. SEAL QF NET 3. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS UNLESS NOTED 3. ALL INTERIOR AND EXTERIOR BEARING WALLS SHALL BE 2x(4 OTHERWISE ON PLANS. OR 6) STUDS @ 16"O.C. UNLESS NOTED OTHERWISE. 4. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH C� ARCHITECTURAL DRAWINGS AND/OR EXISTING CONDITIONS. 4. PROVIDE TRIPLE 2x STUDS CONTINUOUS TO THE FOUNDATION AT ALL BEAM BEARING LOCATIONS UNLESS 5. COORDINATE SIZES AND LOCATIONS OF FLOOR OPENINGS WITH r ARCHITECTURAL AND MECHANICAL DRAWINGS. NOTED OTHERWISE. 1 W WALL PENETRATIONS, UTILITIES AND MECHANICAL 5. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH 2 6. COORDINATE ALL WA. _-- CHASES WITH APPLICABLE TRADES. ARCHITECTURAL DRAWINGS AND/OR EXISTING CONDITIONS. 7. ALL NAILING SHALL IC FASTENED IN ACCORDANCE WITH TABLE 6. COORDINATE ALL ROOF PENETRATIONS, UTILITIES AND OA 09479't 2304.10.1 OF THE 201!i INTERNATIONAL BUILDING CODE , OR TABLE MECHANICAL CHASES WITH APPLICABLE TRADES gOFESSID�* R602.3(1)OF THE 2015 INTERNATIONAL RESIDENTIAL CODE AS 7. ALL NAILING SHALL BE FASTENED IN ACCORDANCE WITH REQUIRED. TABLE 2304.10.1 OF THE 2015 INTERNATIONAL BUILDING 8. SEE STRUCTURAL NOTES SHEETS(S001 &S002) FOR ADDITIONAL CODE OR ABLE R602.3 OF THE 2015 INTERNATIONAL INFORMATION. - RESIDENTIAL CODE AS REQUIRED. 8. ALL ROOF RAFTERS SHALL HAVE A SIMPSON H2.5A 9. ALL INTERIOR AND EXTERIOR BEARING WALLS SHALL BE 2x(4 OR 6) HURRICANE TIE AT EACH TOP PLATE EAVE CONNECTION �+ STUDS CONTINUOUS TO ALL BTED EAM BEARINGSE. PROVIDE TRIPLE LOCATIONS UNLESS UNLESS NOTED OTHERWISE. SECOND AND THIRD FLOOR OTHERWISE NO D. COORDINATE LL E ALL WALL THICKNESSES WITH 9. WOOD POSTS SHALL BE CONTINUOUS . P DROPPED GIRDER FRAMING MODIFICATION UNLESS NOTED OTHERWISE ON PLANS. PROVIDE SOLID ARCH10. ALL FACE MOUNTED (HANGERS TO BE STAINLESS STEEL OR SQUASH BLOCKS BELOW ALL POSTS BETWEEN TOP OF GALVANIZED STEEL COATED WITH TWO COATS OF PAINTS AND PROVIDESUBFILO E AND TOP E DROPPED GIRDER BELOW. PLAN COMPLETELY ENCLOSED FROM SALT SPRAY. 10. PROVIDE 6LOCKING BETWEEN RAFTERS AT SHEATHING EDGE PER PLYWOOD ROOF DIAPHRAGM TYPICAL DETAILS 11. SEE S100 FOR ALL NEW PILE INFORMATION ON SHEETS300. 11. SEE STRUCTURAL NOTES SHEET(S001 &S002) FOR ADDITIONAL INFORMATION. DWG BY:MOB P.I.C.: GKS SCALE:As Indicated S102 PROJECT NO.:21045 ea ene�inerar-s structural engineers 488 Montauk Ave. 460 Summer St.,Suite 411 2250 Main St. New London,CT Stamford,CT Concord.MA (860)437-3259 (860)437-3259 (978)294-8806 NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. A B C D E F G H I I I I I I I I I I I I I I I I I I I I I I I I ROOF DECKING PER PLAN S201 SIMPSON CC4.62-362 , COLUMN CAPS TYP. ROOF FRAMING & DECKING PER PLAN SIMPSON I r CONT. 2x BAND JOIST AT I ECC4.6 END ALL DECK EDGES, I I PROVIDE DOUBLE 2x BAND CAPS EACHACH END JOIST AT DECK EDGE NEW 6X6 BRACE EACH WITH RAILING T.O. DECK END W/2 SIMPSON _ _ - "—" (2ND FLOOR) � - - - - -I— - +- - - - - - - - - - -� - - - - -+ - - - - - - � - - - - - 2408' - -�� KBS1Z TOP/BOT r NEW 6X6 POST TYP. OF 5 . , :.: ... , . . .. .. L I I I I I I f I ' 6 6 S301 S30 PROJECT i i __ 1 PORCH DECKING PER THE OLD MILL PLAN PROVIDE 6x6 P.T. f STUB POST BAN I` NEW GIRDER PER PLAN }- PILE&HIGH TYP. € GIRDER SIM. MATTITUCK II i 2 I I S301 T.O. DECK - - - - ''- - (1ST FLOOR) 15.00, I I I I , I I f I I I I 2 2 , . 2 L: 3 2 S301 i S301 ;, S301 ; ., S301 �„ S301 �PILE PER PLAN TYPICAL l j w SIM. SIM.� 5775 WEST MILL ROAD WHERE ' ` MATTITUCK, NEW YORK PERPENDICULAR i GIRDER DOES APPROXIMATE WATER NOT ALLOW PILE No. Revision/Issue Date LEVEL VERIFY IN FIELD SEAT CUT, I 1 PROVIDE MTS12 0 PERMIT SET 10/26/2022 J STAINLESS STEEL � � �' fTWIST STRAP UPDATED PERMIT SET 1/3/2023 APPROXIMATE SOIL ' INSTEAD LEVEL VERIFY IN FIELD �� WATER 1_ D' C LEVEL _ 1 _ , , ��-- c �t i ` c � r_ = ��='C�� ,r.o - C' 1, - ✓ -;�'��<'�J�J�.' J J��,�-=�J` �J_, J,` �r� J-- r�'�{-��- �`�'.\�r�� ) J -- ^mac SEAL 1 BUILDING SECTION FACING SOUTH 5200 1/4"= 1'-0" lu 08479% AgOFEW ONV STRUCTURAL SECTIONS DWG BY:MOB P.ILC.: GKS SCALE: 1/4"=1'-0" S200 PROJECT NO.:21045 ea rangineer-s structural engineers 488 Montauk Ave. 460 Summer St.Suite 411 2250 Main St. New London,CT Stamford,CT Concord,MA (860)437-3259 (860)437-3259 (978)294-88o6 NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. 1 2 3 4 4.4 5 5.5 6 6.3 6.5 7 7.7 8 8.2 I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXISTING ROOF FRAMING, DECKING,AND ATTIC FRAMING/DECKING TO REMAIN I I I I I I I I I i I I I I S200 I I i I I I I I I I I I I I I T.O. DECK - - �-- - - - - -{ - - - - - - - - - - - - - - - - - - - � - - - - -=_ - - � - FLOOR) Aff-� - - 326D� - -- II C NTINUOUS 2X LEDGER FASTENED TO STUD I WALL W/(3) 1/4 x5 LEDGERLOK SCREWS 16 O . FASTEN JOISTS TO LEDGER W/FACE NEW OOF FRAMING& M UNT HANGERS. DECK NG PER PLAN I I I NEW ROOF FRAMING _ { I NEW X @ 16"OC l I &DECKING PER PLAN ! I i STUD ALL NEW STAIR E�ISTING 2-STORY 11 FRAMING PER PLAN T.O. DECK - - I STRUCTURE TO REMAdN (2ND FLOOR) PROJECT - - - - - - -} - - - - - { - - - - - - - - I 24.08' - I I - -- - -- - -- - - - - THE OLD MILL NEW WOOD POSTS }__ I � ---- -- ,- - - - -PER PLAN HDR PER PLAN I --t .; v I I MATTITUCK C NTINUOUS 2X LEDOER FASTENED TO NEW TAIR BY OTHERS jI NEW PORCH DECKING SUD WALL W/(3) 1/4"*5"LEDGERLOK I I i r I N IA"SCREWS 16 OC. FASTEN JOISTS TO NEW FLOOR FRAMING &FRAMING PER PLAN � @ ; RAILING AS REQUIRED I L0 LEDGER W/FACE MOgNT HANGER. &DECKING PER PLAN BY CODE TYPICAL I I NEW DROPPED FRAMING I GLULAM BEAM PER PLAN NEW PORCH FRAMING B LOW EXG. ST ] &DECKING PER PLAN T PICAL I 10 8 I I I I I S301 I S301 I T.O. DECK H2.5A STAINLESS STEEL — — — _ _ i I _ _ (1ST FLOOR) HURRICANE TIE AT EACH - 15.00 - ii JOIST TO DROPPED It GIRDER ------ ----I- I I 4 I I I( T.O. OPEN I'll I r I 5 ' ' , --•---- - DECK - - S301- - , - - - - - - ' - - - - - - - - - - - - - — — — 12.0- - - t T T 8 r S301 5775 WEST MILL ROAD I I I Sao I { I MATTITUCK E_ , N W YORK - I NEW HELICAL PILES PER I I PLAN TYP. I No. Revision/Issue Date WOOD PILE PER PLAN I,'. I I 0 PERMIT SET 10/25/2022 7 1 UPDATED PERMIT SET 1I3/2023 APPROXIMATE L�VEL OF GRADE S30 I TO BE VERIFIED IN FIELD _ __ _ _ APPROXIMATE LEVEL , - _ 9 I OF WATER TO BE VERIFIED IN FIELD WATER LEVEL U gib_ ^ o _>. �-,b _ - ,I . o < c r r_ .... ,e -c._ : -a (=_, c`- c '(...-_ I _ __ /o.`✓ c SEAL )' i )._, FT W Uj 1 BUILDING SECTION FACING EAST S201 1/4 = 1 -0 O 0847 � AgDFESS%DN�� STRUCTURAL SECTIONS DWG BY:MOB P.I.C.: GKS SCALE: 1/4"=1'-0" 2 0 1 PROJECT NO.:21045 structural engineers 488 Montauk Ave. 46o Summer St..Suite 411 2250 Main St. SHEARWALL New London,CT Stamford,CT Concord,MA SHEARWALL SHEARWALL SHEATHING 0 437-3259 (860)437-3259 (978)294-8806 SHEATHING SHEATHING NAIL FLOOR AND/OR ROOF NAIL FLOOR AND/OR ROOF SIMPSON HOLD DECKING TO TOP PL. PER DECKING TO TOP PL. PER 2x6 @ 16"O.C. DOWN ANCHOR EXG. FLOOR SHEARWALL SCHEDULE SHEARWALL SCHEDULE NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A NEW SIMPSON HOLD WALL FRAMING COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION DOWN ANCHOR EXG. FLOOR EXG. FLOOR DECKING TYP. CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR DECKING TYP. LVULSL DECKING TYP. FLOOR/ROOF JOISTS& WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, RIM BD. DOUBLE BOTTOM DECKING DECKING PER PLAN WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE DOUBLE PLATE SEE PLAN DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. BOTTOM PLATE T/DECK T.O.DE_CK SEE PLAN (SEE PLAN) INTERIOR SHEAR WALL BLOCK SOLID W/FULL FLOOR/ROOF JOISTS& FASTEN SHEATHING ` DEPTH BLOCKING BAN DECKING PER PLAN TO RIM BOARD `, JOISTS ALONG SHEAR INTERIOR SHEAR WALL W/(3)-10d NAILS WALL LENGTH DOUBLE TOP @ 6"o.c. (TYP.) DOUBLE TOP PL. BLOCK ALL HORIZ. HEADER(SEE PLAN) PLATE �� FASTEN TOP PL.TO EXG. FLOOR JOIST NOTE: NO SHEATHING EXISTING DIMENSIONAL SEAMS IN PLYWOOD& JOINTS ALLOWED EXG. FLOOR JOIST LUMBER FRAMING NAIL PER SAN SCHED. BLOCKING W/ BLOCK ALL HORIZ. THREADED ROD BETWEEN THE TOP LEDGERLOK SCREWS SEAMS IN PLYWOOD& NEW SIMPSON HOLD (SEE SHEARWALL PL. &SOLE. PL. FASTEN SOLE PL. PER SHEARWALL ROUGH OPENING NV DOWN ANCHOR SCHEDULE) &TOP PL.TO RIM SIMPSON HOLD SCHEDULE NAIL PER S SCHED. BOARD W/16d NAILS DOWN ANCHOR BLOCKING AT @ 8"O.C. (TYP.) THREADED ROD PANEL EDGES (SEE SHEARWALL SHEAR WALL PARALLEL TO SHEAR WALL PERPENDICULAR JACK STUDS KING STUDS (TYP.) _4f_ SCHEDULE) FRAMING DIRECTION TO FRAMING DIRECTION 1 TYPICAL SHEAR WALL DETAILS 2 INTERIOR SHEAR WALL CONNX. DETAIL 3 TYPICAL HEADER BEARING DETAIL S300 3/4"= 1'-0" S300 3/4"= 1'4" S300 3/4"= 1'-0" rw SHEARWALL FASTEN END-POST SHEARWALL ENDPOST PER PLAN /— TO LVL PER OPTION FASTEN END-POST FASTEN END-POST ENDPOST PER 1 OR 2 TO LVL PER OPTION TO LVL PER OPTION PLAN --� SIMPSON HDU i► 1 OR 2 1 OR 2 SIMPSON HDU HOLD-DOWN HOLD-DOWN ANCHOR PER PLAN PROVIDE SOLID ANCHOR PER PLAN HDU ANCHOR BOLT SQUASH BLOCKS THRU BOLT INSTALL ADDITIONAL j A BETWEEN HDU ANCHOR SIMPSON HDU — __ DROPPED GIRDER AND UNDERSIDE OF BOLT INTO LVL ANCHOR @ LVL -- _ SUBFLOOR AS LVL PER PLAN ��,/ — --- ------- -- `— FASTEN LVL TO REQUIRED INSTALL 1/4"THICK LVL PER PLAN -- BEAM W/SIMPSON 3"DIA. MIN. STEEL FASTEN LVL TO HGUS FACE MT. WHERE DROPPED WHERE DROPPED HANGER BEAM IS STEEL:WASHER @ LVL POST(MATCH S1W THROUGH-BOLT HDU WITH GAP BETWEEN, OPTION 1 OPTION 2 OFFSET HDU END-POST SPEC OFFSET HDU TO BOLT INTO TOP PROVIDE 3/4"A36 DETAIL LINO ON PLAN)SIM. BM. DETAIL FLANGE,OR FIELD 1 .1 GALV. PLATE, TO OPTION 2 WELD BOLT TO \ THROUGH-BOLT HDU A FLANGE. BOLT INTO PLATE HDU TO A-A FASTEN PL. TO 3x WITH DROPPED BM. 5/16"0 LAG SCREW DETAIL 4 TYPICAL HDU INTO LVL DETAIL S300 3/4"= 1'-0" PROJECT THE OLD MILL MATTITUCK FULL PANEL APA RATED SHEATHING REFER TO PLANS FOR GRADE AND THICKNESS BLOCKING BETWEEN RAFTERS AT WALL FRAMING NAIL SHEATHING TO NAIL SHEATHING TO W/8dP.)@ 3"x3"GRID (TYP.) /// /� % //- HDR. . W/8d @ 3"x3"GRID (TYP.) \, W \ • \ u� NEW LVL HDR. �, / NEW LVL HDR. 8d NAILS AT 4"O.C. EDGE NAILING _ < / IN PERIMETER AREA • \\'(SEE EXTEND HDR. PA \ \ o / TO \ • \• \ w NEW 2x6 TOP PL. OUTSIDE STUD • \ NAIL W TO HDR. W/2 ROWS / . NEW 2x6 TOP PL. \ ~ OF 16d NAILS @ 6 oc / NAIL TO HDR.W/2 ROWS , \ W 5775 WEST MILL ROAD NEW SIMPSON OF 16d NAILS @ 3"oc . \ •\ \ a MATTITUCK, NEW YORK LSTA24 NEW SIMPSON LSTA24 \ \ \ \ o HDR.-TO-STUD STRAP HDR.-TO-STUD STRAP v ON INSIDE OF WALL ON INSIDE OF WALL \\ \ \ SEGMENT SEGMENT 1/2 PANEL APA RATED SHEATHING REFER TO PLAN FOR GRADE \ \\. \ NEW(2)2x6 — \ No. Issue NEW(2)2x6 AND THICKNESS \ \ \ Revision/ ssu Date STUD STUD \ 0 PERMIT SET 1012512022 (TYP. 2x) / (TYP. EA. SIDE) .� \ � •"\ PROVIDE BLOCKING AT SHEATHING NAIL 1/2"CDX PLYWOOD NAIL 1/2"CDX PLYWOOD \ EDGE IN PERIMETER EDGE AREA 1 UPDATED PERMIT SET 1/3/2023 SHEATHING TO ALL ,\ •\ \\ FRAMING MEMBERS W/8d SHEATHING TO ALLFRAMING MEMBERS W/8d \ @ 3"oc(TYP.) '\ @ 3"oc(TYP.) \ SIMPSON HOLD DOWN ► : : -'•'�. . 4— NEW(2) P.T. 2x6 SILL PL. 8d NAILS AT 6"O.C. FIELD NAILING IN PER PLAN TYP. SEE PERIMETER AREA \\ 8d NAILS AT 12"O.C. PANEL FIELD DETAILS FOR HDU TO / i ..-�— SIMPSON HOLD DOWN PER \ TYPICAL DROPPED BEAM DETAIL PLAN TYP, SEE DETAILS FOR \ NEW(2) P.T. 2x6 SILL PL. HDU TO DROPPED BEAM \ \ NEW 5/8" DIA.ASTM N DETAIL F1554 HEADED ANCHOR NEW 5/8" DIA.ASTM THROUGH BOLTS F1554 HEADED ANCHOR \ 8d NAILS AT 6" O.C. EDGE NAILING THROUGH BOLTS LID PROVIDE SO I TYPICAL SEAL N BLOCKING LID WALL EXISTING FLOOR JOISTS ��Q� E{� TO REMAIN �Q.�rpN. SEE PLAN SEE PLAN I GIRDER PER PLAN BRACED WALL SEGMENT BRACED WALL SEGMENT � W TYP. INTERMEDIATE TYP. ENDWALL SEGMENT 4'-0"PERIMETER EDGE AREA A Llrs I'L WALL SEGMENT gOFESS�D�� s TYPICAL PORTAL FRAME DETAIL 7 TYPICAL PLYWOOD ROOF DIAPHRAGM S300 1/2"=1'-0" S300 1/2"= 1'-0" STRUCTURAL DETAILS DWG BY:MOB P.I.C.: GKS SCALE: As indicated S300 PROJECT NO.:21045 sz sn01nssr-s structural engineers 4 488 Montauk Ave. 46o Summer St..Suite 411 2250 Main St, New London,CT Stamford,CT Concord,MA (860)437-3259 (860)437-3259 (978)294-88o6 ` — P.T. POST PER PLAN ^ . NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A SIMPSON A35 S.S. CLIP ANGLE 4 �-t COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR i EACH SIDE OF POST(2 TOTAL WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, PER POST) PORCH FRAMING/DECKING PER PLAN WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. UPPER DECK GIRDER PER PLAN WHERE PERPENDICULAR GIRDER 1� DOES NOT ALLOW PILE SEAT CUT, •- UPPER DECK JOIST PER PLAN, PROVIDE MTS12 STAINLESS STEEL FLOOR FRAMING ABOVE - FASTEN TO GIRDER W/ TWIST STRAP INSTEAD PER PLAN &EXISTING LUC21 OZ S.S.,TYPICAL CONDITIONS j UNLESS NOTED OTHERWISE LIFT PER PLAN — H2.5A STAINLESS STEEL 3/4"F593B S.S. BOLT W/S.S. 2 HURRICANE TIE AT EACH � WASHER/NUT PORCH FRAMING/DECKING I I mot_• S301 i TIMBER PILE PER PLAN, NOTCH PER PLAN SIM. JOIST TO DROPPED GIRDER CUT PILE AS SHOWN TO ' PROVIDE SEATS (4) 3/4 DIAMETER F593B S.S. 1 'v BOLT W/S.S.WASHER/NUT. I , i I } SPACE BOLTS 3"FROM EACH 14r OTHER, SET 4"FROM LUMBER i !. - ' - --- --- -- - - - 1 EDGE TYPICAL LOWER DECK GIRDER PER PLAN LIFT FRAMING PER 2/5101 1 NOTCH CUT PILE TO FIT PT GIRDERS PILE PER PLAN TYP. NOTCH AS REQ'D -- NEW TIMBER PILE SEE PLAN FOR LOADING AND I :� FOR GIRDER SEAT&STAINLESS STEEL � � LOCATION THROUGH-BOLT AS SHOWN LOWER DECK JOISTS/DECKING PER PLAN FASTEN TO GIRDER W/ LUC21OZ S.S. 1 UPLIFT PILE CONNECTION DETAIL 2 TIMBER PILE BEAM CONNECTION GRID 4 S301 LIFT SUPPORTFRAMING S301 3/4"=1'-01, S301 3/4 1= -0 11 ROOF RAFTERS PER PLAN. INSTALL HURRICANE CLIPS AT LIMITS OF UPPER SHEARWALL-REFER TO PLAN ALL BEARING LOCATIONS. REFER TO ROOF FRAMING PLAN FOR CLIP SPEC PROVIDE SOLID 2x BLOCKING AT ALL HORIZONTAL ADJOINING PANEL EDGES NAIL PANEL EDGE TO BLOCKING PER L_U SHEARWALL SCHEDULE. PLYWOOD SHEARWALL SHEATHING \\ \ PER SCHEDULE-TYP. END POST PER SHEAR WALL SCHEDULE-TYP. 2x STUDS 2x STUDS I i AT 16"O.C. AT 16"O.C. i SIMPSON HOLD DOWN ANCHOR PER SW SCHEDULE I _ PROVIDE POST BELOW TO MATCH END POST FROM o SHEARWALL ABOVE I It RIM BOARD TYPICAL CENTER PLYWOOD VERTICALLY \ \ \ o AT RIM BOARD-TYP 3 -0' \y DECK THE OLD MILL l PER PLAN EDGE BEAM PLYWOOD FLOOR DIAPHRAGM - 1\ L _ FLOOR FRAMING ABOVE M ATTITU C K 2x STUDS OPNG. PER PLAN &EXISTING AT 16"O.C. I \ PROVIDE SOLID 2x BLOCKING AT CONDITIONS SIMPSON ACE POST CAP OPNG. ALL HORIZONTAL ADJOINING \ PANEL EDGES, NAIL PANEL EDGE H2.5A STAINLESS STEEL \ TO BLOCKING PER SHEARWALL HURRICANE TIE AT EACH DECK DIAG. i SIMPSON HOLD DOWN \ I I I SCHEDULE JOIST TO DROPPED BRACE PER SCREW DIAG. BRACE INTO ANCHOR PER SW SCHEDULE — GIRDER PLAN \ � DECK EDGE BM.W/3/4"DIA. o ( x 6"LG. GALV. LAG SCREW. COUNTERSINK DIAG. BRACE 3/4"DIAMETER F593B S.S. `' AS BOLT W/S.S.WASHER/NUT I LIMITS OF LOWER SHEARWALL-REFER TO SCHEDULE _ NOTCH CUT PILE TO FIT PT GIRDERS 5/8" LAG SCREWS AT 48" O.C. % BEAM PER NEW TIMBER PILE SEE I` PLAN AND DETAILS PLAN FOR LOADING AND !i DECK POST PER PLAN 5775 WEST MILL ROAD LOCATION MATTITUCK, NEW YORK 5 1/2" MIN. 5 TYP EDGE GIRDER DETAIL s TYP: BRACE DETAIL Date 4 TYPICAL WOOD SHEARWALL 2 — STORY • S301 114"= 1'-0" S301 3/4 1 0 S301 3/4 - 1 0 No. Revision/Issue 0 PERMIT SET 10/25/2022 1 UPDATED PERMIT SET 1/312023 � B A ► EXISTING TIMBER POST TO BE CUT FOR BUILDING LIFT ,------ - �-- OPERATION, CUT WITH SHIPLAP JOINT AS SHOWN : NEW 1/4"x8"x1'-8"A36 1 ®° N - 1 N STEEL PL. EACH SIDE O I I WALL ABOVE PER PLAN F SPLICE(CENTERED WITH POST AS SHOWN) I I _ O I I FRAMING/DECKING SIM. 1 A36 GALV. U-PLATE, i I THROUGH-BOLT TO FLUSH BM. ABOVE PER PLAN THROUGH-BOLT O 4 —I- NEW FLOOR JOISTS& DECKING " SEAL SHIPLAP SPLICE WITH 1 I d S300 PER PLAN BEYOND W/3/4 0 A307 GALV. BOLT N FLOOR FRAMING ABOVE NEW(2) 3/4"0 A307 I 1 /� •:• EACH,THROUGH-BOLT TO ENV PER PLAN &EXISTING I - —I- NEW BEAM PER PLAN STEEL TOP FLANGE WITH 3/4 0 TIMBER PILE PER CONDITIONS BOLT I - N NEW L8x4xl/2 x 0'-6" LG. LLV A307 GALV. BOLT ~ �' �> PLAN TYPICAL L r , ! THROUGH BOLT BEAM&BEAM,EACH SIDE OF T.O. DECK ST FLOOR) �" w H2.5A STAINLESS STEELGALV HURRICANE TIE AT EACH - '' Q JOIST TO DROPPED NEW WOOD POST -� B A ► • ' % I BOTH ANGLES W/(2)3/4"0 15.00' W (2)3/4"0 STAINLESS GIRDER EXTENSION TO MATCH i - ® - s► C9 A307 GALV,THROUGH-BOLT STEEL BOLT TYP.ASI �F I STEEL BEAM TOP FLANGE E` EXG.TIMBER POST - - - v I FLUSH BEAM PER PLAN O 08479'Z SHOWN DIMENSIONS CUT WITH 1 Imo° WITH 5/8"0 GALV.A307 iv FIrSS�pN''y ------- PROVIDE CONT. 2x P.T. `'` BOLT, EACH ANGLE JOISTS PER PLAN 3/4"0 STAINLESS NAILER OVER TOP SHIPLAP JOINT AS SHOWN FLANGE THROUGH BLOCK BAN JOISTS W/ �•—-� 'n STEEL BOLT TYP.AS WHERE TWO BEAMS WITH HDU S L14 BOLTED WITH 5/8 0 A307 2x6 P.T. FLAT AS SHOWN GALV. BOLT SHOWN, LAG SCREW BEAR ON GIRDER, PROVIDE 0'-8" (2)3/4"0 STAINLESS TI THROUGH NEW POST LG.ANGLES INSTEAD,THROUGH- ` ' WHERE DROPPED MEMBER IS STEEL BOLT TYP.AS �; WEB BLOCKING&(2) 3/4 S� SHOWN = i 0 F593B S.S. BOLT W/S.S. EXTENSION AS SHOWN R BOLT EACH BEAM WITH (2) 3/4 0 1 DOUBLE 3x GIRDER REPLACE „ BOLTS EACH, SET BOLT 2"FROM . .: WASHERINUT W/(2) 1/2 0 LAG SCREW BEAM END MIN. I • THROUGH-BOLT WITH 5/16"0 LAG SCREW INTO TOP OF NEW TOP OF WATER AT NOTCH CUT PILE TO FIT FRAMING &R NEW GIRDER PER PLAN EACH 3x(CENTERED OVER 3x), STRUCTURAL DETAILS �- HIGH-TIDE OR GRADE, 6"MIN. � BEAM DECKING PER PLAN 6 MIN. PENETRATION TYP. � WHICHEVER IS HIGHER, SEAT A—A B—B ' ' NEW TIMBER PILE SEE NEW TIMBER PILE SEE PLAN DROPPED GIRDER PER v. GC COORD. LENGTH - FOR LOADING AND LOCATION PLAN, CONNX.TO PILE PLAN FOR LOADING AND NOTE: CENTER OF SPLICE TO BE 18"NAB• LOCATION MAXIMUM ABOVE T OP OF SUBF OOR DECK FOR BALANCE OF INFO. SEE - PER DETAILS A 8/S301 ti P.T. 3x8 CROSS- �-45 1/2"MIN. DWG BY:MOB BRACE 8 STEEL TO PILE CONNECTION 9 POST SPLICE DETAIL 10 TIMBER PILE CONNX. DETAIL 11 FLUSH BM. — DROPPED GIRDER P.I.C.: GKS S301 7 PILE BRACING DETAIL � S301 1"=1'-0" S301 3/4"=1'-0" S301 1"=1'-0" SCALE:As Indicated S301 3/4"=1'-0" S301 3/4 = 1 -0 PROJECT NO.:21045 "It is a violation of the State Education Law for any person, Architect of Re_c_o_ra_--_ 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 y -- -� = his or her seal and the notation "altered by" followed by his ima U -!- or her signature and the date of such alteration, and a ~ specific description of the alteration:' IIIIIIIIIIIIIIIN e � u � e P.c. °og This plan is approved only for the work indicated on the THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST '� application specification sheet. all other matters are not to be LIGHTING SYSTEMS COMMISSIONING relied upon, or to be considered as either being approved or JM2 ARCHITECTURE, PC PRINTING AND 2020NYSRC, 1ST PRINTING. O in accordance with applicable codes. NOTES I O 2410 NORTH OCEAN AVENUE 1 THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT -----, ---- ---, SUITE 300 FUNCTIONAL TESTING: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS -------- ?---___- FARMINGVILLE, NY, 11738 AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. ! - T G31 .320.3305 F G31 .320.3307 IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE SECTION C408.3,PRIOR TO PASSING FINAL INSPECTION,THE `- REGISTERED DESIGN PROFESSIONAL SHALL PROVIDE EVIDENCE THAT THE LIGHTING 0 0" -- 1 Applicant: CONTROL SYSTEMS HAVE BEEN TESTED TO ENSURE THAT CONTROL HARDWARE AND '® 0 0 x Anthony Martignetti SOFTWARE ARE CALIBRATED,ADJUSTED, PROGRAMMED AND IN PROPER WORKING O EXTERIOR LIGHTING KEY NOTES 0 CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND ,'�' 8 East 92nd 5t, Apt 3 MANUFACTURERS INSTRUCTIONS. FUNCTIONAL TESTING SHALL BE IN ACCORDANCE O New York, NY 10128 WITH SECTIONS C408.3.1.1 THROUGH C408.3.1.3 FOR THE APPLICABLE CONTROL TYPE. 1. TIME CLOCK CONTROL ZONE 2 - EXTERIOR DECORATIVE BUILDING FACADE/FRONT OR 9 (9 17 535 - 3777 LANDSCAPE LIGHTING TO BE PROVIDED WITH CONTROLS TO COMPLY WITH SECTIONS �� i'I 1 ® ) OCCUPANT SENSOR CONTROLS: WHERE OCCUPANT SENSOR CONTROLS ARE PROVIDED,THE FOLLOWING PROCEDURES EXTERIOR 1PHOTOCELL. AND C405.2.6.4 C405.2.6.1 DAYLIGHT SHUTOFF USING AN G ®• If Architect of Record : SHALL BE PERFORMED: 0;�..._� to JM2 Architecture, PC 1. CERTIFYTHAT'THE OCCUPANT SENSOR HAS BEEN LOCATED AND AIMED IN 2. C405.2.6.2 - DECORATIVE LIGHTING SHUTOFF FROM NOT LATER THAN ONE HOUR AFTER 9 0 e I - 2410 North Ocean uite 300 BUSINESS CLOSING TO NOT EARLIER THAN ONE HOUR BEFORE BUSINESS OPENING. 0 "A Ave,' ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS - ""'"°� ® L" Farmingville, NY, 1 1738 2. FOR PROJECTS WITH SEVEN OR FEWER OCCUPANT SENSORS, EACH SENSOR SHALL e BE TESTED. 3. C405.2.6.4 - EXTERIOR TIME-SWITCH CONTROL FUNCTION VIA A TIMECLOCK OR MOTION �� 9 _ _ (G3 I) 320 - 3305 SENSOR 3. FOR PROJECTS WITH MORE THAN SEVEN OCCUPANT SENSORS,TESTING SHALL BE MEP Eng I neer: DONE FOR EACH UNIQUE COMBINATION OF SENSOR TYPE AND SPACE GEOMETRY. 4. EXEMPT LIGHTINGS CONTROLS INCLUDE, AREAS DESIGNATED AS SECURITY OR EMERGENCY 0 0 ® z Emtec Consulting Engineers DPC WHERE MULTIPLES OF EACH UNIQUE COMBINATION OF SENSOR TYPE AND SPACE AREAS THAT ARE TO BE CONTINUOUSLY LIGHTED AND EMERGENCY LIGHTING THAT IS a F- ;,- A 3555 Veterans Memorial Hi hwa Suite M GEOMETRY ARE PROVIDED, NOT LESS THAN 10 PERCENT AND IN NO CASES FEWER NORMALL OFF (PER C405.2 EXCEPTIONS #1 & #3). 9 y, THAN ONE,OF EACH COMBINATION SHALL BE TESTED UNLESS OTHERWISE NOTED. II 0 0 Ronkonkoma, NY 1 1773 WHERE 30 PERCENT OR MORE OF THE TESTED CONTROLS FAIL,ALL REMAINING (G31) 35G - 217G IDENTICAL COMBINATIONS SHALL BETESTED. O INTERIOR LIGHTING KEY NOTES ---• -- Surve or: VERIFY THE FOLLOWING: Y 3.1 WHERE OCCUPANT SENSOR CONTROLS INCLUDE STATUS INDICATORS,VERIFY Nathan Taft Corwin CORRECT OPERATION. 1 . VACANCY SENSOR (AUTO OFF, MANUAL ON/OVERRIDE WITH DIMMING AND 158G Main Road, MANUAL OFF)(C405.2.1 AND C405.2.1 .1). EXCEPT PUBLIC CORRIDORS James ort NY 1 1947 3.2 THE CONTROLLED LIGHTS TURN OFF OR DOWN TO THE PERMITTED LEVEL WITHIN THE REQUIRED TIME. STAIRWAYS, RESTROOMS, PRIMARY BUILDING ENTRANCE AREAS AND LOBBIES, SECOND FLOOR (192) LIGHTING PLAN ATTIC (192) LIGHTING PLAN (G31) 727 - 2090 MANUAL FULL AUTOMATIC ON IS PERMITTED. LE PERMITTED LEVEL WHEN THE OCCUPANT ENTERS THE SPACE. 3.3 FOR AUTO- OCCUPANT SENSOR CONTROLS,THE LIGHTS TURN ONTO THE 2. TIME CONTROL ON/OFF WITH MANUAL OVERRIDE (C405.2.2) WITHOUT 50% SCALE: 1/16" = 1 '-O" SCALE: 1/16" = 1 '-0"3.4 FOR MANUAL-ON OCCUPANT SENSOR CONTROLS,THE LIGHTS TURN ON ONLY LIGHT REDUCTION WITH MANUAL CONTROL. OCCUPANCY SENSORS ARE TO Project Name ACTIVATE LIGHTS AFTER HOURS FOR MAINTENANCE PURPOSES. WHENMANIJALLYACTIVATED. 3. SPECIFIC APPLICATION CONTROLS (C405.2.4 #4) (NOT APPLICABLE). 5775 W MIII Road 3.5 THE LIGHTS ARE NOT INCORRECTLY TURNED ON BY MOVEMENT IN ADJACENT 4. EMERGENCY LIGHTING TO BE PROVIDED FROM UNITARY BATTERY PACK AREAS OR BY HVAC OPERATION. FIXTURES (C405.2 EXCEPTION #3). 5. OCCUPANCY SENSOR SET FOR 30 MINUTES TO OVERRIDE TIME CLOCK FOR NOTE i TIME-SWITCH CONTROLS: AFTER HOURS AND BE DEACTIVATED DURING NORMAL BUSINESS HOURS. i - Project Address WHERE TIME-SWITCH CONTROLS ARE PROVIDED,THE FOLLOWING PROCEDURES SHALL REFER TO LIGHTING PLANS DWGS E-201 AND E-202 FOR RESPECTIVE , m BE PERFORMED: I IUGHT FIXTME SCHEDULES. ; ; �I, 5775 W MIII Rd, I B 2 5 __ 1. CONFIRM THAT THE TIME-SWITCH CONTROL IS PROGRAMMED WITH ACCURATE e� Mattltuck, NY 1 195 2 WEEKDAY,WEEKEND AND HOLIDAY SCHEDULES. b 1 I 2. PROVIDE DOCUMENTATION TO THE OWNER OF TIME-SWITCH CONTROLS 0 o=J PROGRAMMING INCLUDING WEEKDAY,WEEKEND, HOLIDAY SCHEDULES,AND RESIDENTIAL (DWELLING UNITS) LIGHTING EQUIPMENT COMPLIANCE �� o o Project Type SET-UP AND PREFERENCE PROGRAM SETTINGS. '`! 0 0 0 ( ° 3. VERIFY THE CORRECT DATE AND TIME IN THE TIME-SWITCH. NA - NOT APPLICABLE P - PROVIDED I T Renovation 2020NYSEC R - REQUIRED NR - NOT _ 4. VERIFY THAT ANY BATTERY BACK-UP IS INSTALLED AND ENERGIZED. 7- NYSECCC REQUIRED - - 5. VERIFY THAT THE OVERRIDE TIME LIMIT IS SET TO NOT MORE THAN 2 HOURS. El E9m ® li! is 6. SIMULATE OCCUPIED CONDITION. VERIFY AND DOCUMENT THE FOLLOWING: BUILDING REQUIRED HOW AND WHERE IS ® 0 I ;" Revisions CHAPTER TOPIC ACTUAL CODE SECTION /ALLOWED COMPLIANCE INDICATED ( 1 6.1 ALL LIGHTS CAN BE TURNED ON AND OFF BY THEIR RESPECTIVE AREA CONTROL A B I ';; it 07-1 8-22 155UED FOR 5CHEMATIC DE51GN 11 ENERGY N1104.1 (R404.1) LIGHTING R P SEE LIGHTING FIXTURE SWITCH. � '' �, I I-04-22 155UED FOR PERMIT CONSERVATION EQUIPMENT (MANDATORY) SCHEDULE ON THIS DRAWING _ 6.2 THE SNITCH ONLY OPERATES LIGHTING IN THE ENCLOSED SPACE IN WHICH THE 2020 NOT LESS THAN 90% OF NYSECCC PERMANENTLY INSTALLED HIGH-EFFICACY AS DEFINED IN SWITCH IS LOCATED. FOR R LIGHTING FIXTURES SHALL R202, 90% OF ALL LAMPS = 7. SIMULATE UNOCCUPIED CONDITION. VERIFY AND DOCUMENT THE FOLLOWING: OCCUPANCIES ONLY CONTAIN INSTALLED MUST MEET THE UP TO 3 HIGH-EFFICACY LAMPS. FOLLOWING CRITERIA: 7.1 NONEXEMPT LIGHTING TURNS OFF STORIES L-r ► S iJ I`._.�t: 1 t1 v �� 1 7.2 MANUAL OVERRIDE SWITCH ALLOWS ONLY THE LIGHTS IN THE ENCLOSED SPACE EXCEPTION: WATTS LUMENS/WATT(min). f LOW-VOLTAGE LIGHTING over 40 60 'I 2 WHERE THE OVERRIDE SWITCH IS LOCATED TO TURN ON OR REMAIN ON UNTIL over 15 to 40 50 3 7 ❑ --- - THE NEXT SCHEDULED SHUTOFF OCCURS. 15 or less 40 -- N t`r b (-o1 f DOCUMENTS REQUIRED TO BE PROVIDED: ol= "' I-T '``• ALL DOCUMENTS DESCRIBED IN THIS SECTION SHALL BE PROVIDED TO THE BUILDING 4 a.. y OWNER OR OWNER'S AUTHORIZED AGENT WITHIN 90 DAYS OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY. CONSTRUCTION DOCUMENTS SHALL INCLUDE THE LOCATION AND CATALOGUE MECHANICAL COMMISSIONING NOTE NUMBER OF EACH PIECE OF EQUIPMENT. MANUALS: COMMISSIONING IS NOT REQUIRED FOR "MECHANICAL SYSTEMS AND SERVICE - AN OPERATING AND MAINTENANCE MANUAL SHALL BE PROVIDED AND INCLUDE THE FOLLOWING: WATER-HEATING SYSTEMS" IN ACCORDANCE WITH SECTION C408.2. ---------- �_----- -- -�_- 1. NAME AND ADDRESS OF NOT LESS THAN ONE SERVICE AGENCY FOR INSTALLED EQUIPMENT. 2. A NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE, INCLUDING RECOMMENDED SETPOINTS. FIRST FLOOR LIGHTING PLAN 3. SUBMITTAL DATA INDICATING ALL SELECTED OPTIONS FOR EACH PIECE OF THE5E DRAWING5 ARE AN IN5TRUMENT OF 5EKVICE, AND LIGHTING EQUIPMENT AND LIGHTING CONTROLS. SCALE: 1/16" = 1 '-O" A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 4. OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF LIGHTING ANY UNAUTHORIZED U5E OF THESE DOCUMENTS 15 IN A EQUIPMENT. REQUIRED ROUTINE MAINTENANCE ACTIONS, CLEANING AND VIOLATION OF 5ECTION 7209 5UB-DIV15ION 2 OF THE N.Y. RECOMMENDED RELAMPING SHALL BE CLEARLY IDENTIFIED. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PERSONAL JUDGMENT; 5. A SCHEDULE FOR INSPECTING AND RECALIBRATING ALL LIGHTING CONTROLS. THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES)OF THESE REPORT: PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403, C404, C405, Drawing Title STATE EDUCATION LAW. A REPORT OF TEST RESULTS SHALL BE PROVIDED AND INCLUDE THE FOLLOWING: C406.3 AND C408.3 OF CHAPTER 4 [CEI "COMMERCIAL PROVISIONS " OF THE 2020 NYSBC. ENERGY CODE 1. RESULTS OF FUNCTIONAL PERFORMANCE TESTS. 2. DISPOSITION OF DEFICIENCIES FOUND DURING TESTING, INCLUDING DETAILS OF COMPLIANCE 5HEET I CORRECTIVE MEASURES USED OR PROPOSED. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST PRINTING AND 202ONYSRC, 1ST PRINTING. 5CTM# 1000-1 OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-0642 I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS Planning #: DATE: 5/3/2022 AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. - 5EAL � 51GNATURE: DE51GNED BY: Jh DRAWING NO. TITLE CHECKED BY: ARs EN-001.00 ENERGY CODE COMPLIANCE SHEET 1 �P�ti of R E s o rah SCALE: As indicated EN-002.00 ENERGY CODE COMPLIANCE SHEET 2 C1.) �oQ` ' 14y�¢•* DWG No: * 'Z t. ► 0�EN-003.00 ENERGY CODE COMPLIANCE SHEET 3 ± ; , W EN-004.00 ENERGY CODE COMPLIANCE SHEET 4 w= 2 - i• 4 EN-005.00 ENERGY CODE COMPLIANCE SHEET 5 o,, 053�� R°FessioNP EN-006.00 ENERGY CODE COMPLIANCE SHEET 6 "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 i item is altered, the altering engineer shall affix to the Item COMcheck Software Version 4.1.5.5 COMcheck Software Version 4.1.5.5 CQMcheck Software Version 4.1.5.5 his or her seal and the notation "altered by" followed by his JM2 f, or her signature and the date of such alteration, and a ` specific description of the alteration." interior Lighting Compliance Certificate Exterior Lighting Compliance Certificate Mechanical Compliance Certificate This plan is approved only for the work indicated on the ra itecture P.c.g p p 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. Project Information Project Information Project Information 2410 NORTH OCEAN AVENUE Energy Code: 2018 IECC Energy Code: 2018 IECC Energy Code: 2018 IECC SUITE 300 Project Title: 5775 W Mill Rd Project Title: 5775 W Mill Rd Project Title: 5775 W Mill Rd FARMINGVILLE, NY, 1 1738 Project Type: Alteration Project Type: Alteration Location: Mattituck,New York T G31 .320.3305 F I G31 .320.3307 Exterior Lighting Zone 2(Neighborhood business district(LZ2)) Climate Zone: 4a Construction Site: Owner/Agent: Designer/Contractor: Construction Site: Owner/Agent: OesiDesigner/Contractor: Project Type: Alteration Applicant: Allowed Interior Lighting Power Construction Site: Owner/Agent: Designer/Contractor: Anthony Marti9netti t 3 A 5 92nd t, A B C D Allowed Exterior Lighting Power 8 Ea5t p Area Category Floor Area Allowed Allowed Watts A B C D E Mechanical Systems List New York, NY 10128 (ft2) Watts/ft2 (B X C) Area/Surface Category Quantity Allowed Tradable Allowed Watts Quantity System Type&Description (917) 535 - 3777 1-Dining:Bar Lounge/Leisure 1460 0.90 1314 Watts/Unit Wattage (3 X C) 1 HVAC System 1 (Single Zone): Total Allowed Wafts= 1314 Dining area 936 ft2 0.65 Yes 608 VRF Condensing Unit,Air Cooled Heat Pump Architect of Record : Proposed Interior Lighting Power Total Tradable Watts(a)= 608 Heating Mode:Capacity= 135 kBtu/h, p g g Total Allowed Watts= 608 No minimum efficiency requirement applies JM2 Architecture, PC A B C D E Total Allowed Supplemental Watts(b)= 400 Cooling Mode:Capacity=120 kBtu/h, 2410 North Ocean Ave, Suite 300 Fixture ID: Description/Lamp I Wattage Per Lamp i Ballast Lamps/ #of Fixture (C X D) No minimum efficiency requirement applies Fixture Fixtures Watt. (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. Fan System: None Farmingville, NY, 11735 (b)A supplemental allowance equal to 400 wafts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Dining: Bar Lounge/Leisure(1460 sq_ft.l 1 AHu-1 (Single zone): (G31) 320 - 3305 LED 1:F1:ROUND RECESSED:LED PAR 15W: 1 14 15 210 Proposed Exterior Lighting Power Cooling:1 each-VRF Zone Fan Unit,Capacity=72 kBtu/h,No Economizer,Economizer exception:Low Capacity Residential LED 2:F2:PENDANT;LED A Lamp 13W: 1 3 15 45 A B C D E No minimum efficiency requirement applies MEP E n I n ee r LED 3:F3:WALL SCONCE:LED Other Fixture Unit 16W: 1 14 15 210 Fixture ID : Description I Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fan System: ahu-1--Compliance(Motor nameplate HP method):Passes 9 LED 4:F5:WP WALL SCONCE:LED Other Fixture Unit 16W: 1 8 15 120 Fixture Fixtures Watt. Fans. Emtec Consulting Engineers DPC LED 5:F6:WP RECESSED:LED PAR 15W: 1 2 15 30 Dining area(936 ft2):Tradable Wattage FAN 1 Supply,Constant Volume,1760 CFM,0.8 motor nameplate hp,0.0 fan efficiency grade 3555 Veterans Memorial Highway, Suite M Total Proposed Watts= 615 LED 1:F8:EXT WALL SCONCE:LED Other Fixture Unit 16W: 1 5 15 75 Ronkonkoma NY 11779 LED 2:F9:POST TOP LIGHT:LED Other Fixture Unit 16W: 1 2 15 30 1 AHU-2(Single Zone): , Cooling:1 each-VRF Zone Fan Unit, ---. __. Capacity 36 kBtu/h,No Economizer,Economizer exception:Low Capacity Residential GI) 35G - 2I7G ------ Total Tradable Proposed Watts 105 No minimum efficiency requirement applies Interior Lighting Compliance Statement Fan System: AHU-2-Compliance(Motor nameplate HP method):Passes 5 u rveyo r Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed interior lighting Exterior Lighting Compliance Statement Fans: Nathan Taft Corwin systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.5 and to comply with any AHU2 Supply,Constant Volume, 1055 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade 158G Main Road, applicable mandatory requirements listed in the Inspection Checklist, Compliance Statement: The proposed exterior lighting alteration project represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed exterior lighting 1 AHU-3(Single Zone): Jame5port, NY 1 1947 Andrew R. Solano, P.E. QF NE IV systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.5 and to comply with any Cooling:1 each-VRF Zone Fan Unit,Capacity=18 kBtu/h,No Economizer,Economizer exception:Low Capacity Residential Name-Title Signature ��y R.SO Q,P Date applicable mandatory requirements listed in the Inspection Checklist. No minimum efficiency requirement applies (G31) 727 - 2000 C7 �pQ- 4t-: l•9y -f- Andrew R. SOlono, P.E. F NE tV Fan System: AHU-3-Compliance(Motor nameplate HP method):Passes 0 * Q O * Name-Title Signature �" Date _<, �, � g �a�c �� R.so ° Fans: Protect Name r i u a�- 49y '� FAN 3 Supply,Constant Volume,530 CFM,0.3 motor nameplate hp,0.0 fan efficiency grade Z * �' � I _`{ '�� * 1 Water Heater 1: 5775 W Mill Road s' l r- ,' w Electric Storage Water Heater,Capacity:50 gallons w/Circulation Pump �Dn 05 3 A 55 � '� n 2 Proposed Efficiency:0.84 SL,%/h(if>12 kW),Required Efficiency:0.84 SL,%/h(if>12 kW) R01 EssIOCI d 7,5 O� 534 ne��j Mechanical Compliance Statement Project Address , OFESSION Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building J plans, specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been 5775 W Mill Rd, designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.5 and to comply with any applicable mandatory requirements listed in the inspection Checklist. Mattltuck, NY 1 1952 Project Title: 5775 W Miil Rd _ Report date: 11/07/22 Project Title: 5775 W Mill Rd Report date: 11/07/22 Project Title: 5775 W Mill Rd Report date: 11/07/22i �` - - ---- - ------- ------ - ---- ---- - --- --- ---- ---�=-- - ----- ----------_-_ ---- — g, j. Project Type Data filename: \6883\Calculations\COMcheck\5775-W Mill Rd REV-1.cck Page 1 of 18 Data filename: \6883\Calculations\COMcheck\5775_W Mill Rd REV-1.cck Pa 2 of 18 Data filename: \6883\Calculations\COMcheck\5775_W Mill REV-1,cck Page 3 of 18: Renovation of NEW Y _ Kevi5ion5 Andrew P. Saggese, P.E. y�P ��P•8,46,, O 0 , COMcheck Software Version 4.1.5.5 07-15-22 155UED FOR 5CHEMATIC DE51GN Name-Title Signature mod+ e Dat Checklist I I-04-22155UEDFORPERMIT Inspection ' w Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the COMcheck software �p� r00T 41 ? Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each QFESSIQN requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed, Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Re .ID C103.2 Plans,specifications, and/or ;❑Complies Requirement will be met. (PR2]1 calculations provide all information ❑Does Not with which compliance can be determined for the mechanical ;[]Not Observable systems and equipment and ❑Not Applicable document where exceptions to the :standard are claimed. Load calculations per acceptable engineering standards and handbooks. C103.2 Plans,specifications,and/or ❑Complies Requirement will be met. (PR3]1 calculations provide all information ❑Does Not with which compliance can be determined for the service water ❑Not Observable heating systems and equipment and ❑Not Applicable j document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. C103.2 Plans,specifications, and/or ❑Complies Requirement will be met. THESE DRAWING5 ARE AN INSTRUMENT OF 5ERVICE, AND [PR4]1 calculations provide all information ❑Does Not .with which compliance can be determined for the interior lighting ;❑Not observable: A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. and electrical systems and equipment ❑Not Applicable ANY UNAUTHORIZED U5E OF THESE DOCUMENT515 IN A and document where exceptions to ,the standard are claimed. Information VIOLATION OF 5ECTION 7209 5UB-DIV15ION 2 OF THE N.Y. provided should include interior lighting power calculations,wattage of STATE EDUCATION LAW. bulbs and ballasts,transformers and _ control devices. Drawing Title C103.2 Plans,specifications,and/or ❑Complies Requirement will be met. N E�CY CODE (PR8]1 calculations provide all information ❑Does Not ,with which compliance can be determined for the exterior lighting []Not Observable and electrical systems and equipment ❑Not Applicable COMFLIANCE and document where exceptions :the standard are claimed. Information 5HEET 2 provided should include exterior lighting power calculations,wattage of bulbs and ballasts,transformers and 5CTM# 1000-1 OG-G-3 APP No: control devices. Additional Comments/Assumptions: 5CDH5 No.: JM2 #: 2022-0642 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PERSONAL JUDGMENT; Planning #: _ DATE: 5/3/2022 THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES)OF THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403,C404, C405, 5EAL it SIGNATURE: DE51GNED BY: Jfi C406.3 AND C408.3 OF CHAPTER 4 [CE] "COMMERCIAL PROVISIONS " OF THE 2020 NYSBC. CHECKED BY: AR5 �of �yF�, } SCALE: As indicated 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) - — - --__- THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST y'�p ��`tt P-84 'P DWG No: Project ---� - 5- --- ----- — - -__`--- ------ ----- - -- 9 Project22 --------- ------------ - - — � port t� Data filename: 5\68831 allculations\COMcheck\5775 W Mill Rd REV-1.cck Report a Page 14/of7/18 Data filename: J 16 83\Calc 5 W Mill cations\CQMcheck\5775 W Mill Rd REV-l.cck - ReSete: 15/o07/ig PRINTING AND 2020NYSRC, 1ST PRINTING. 0 -- -- -- -- -- --- -- --- Q tin I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT to • z- �ti= TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS �` �► �A 10074� � AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. aQFESsiQ�P "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 { # Footing/Foundation Inspection Complies. Comments/Assumptions # Plumbing Rough-In inspection Complies? Comments/Assumptions # Plumbing Rough-In Inspection Complies? Comments/Assumptions or her signature and the date of such alteration, and a & Re-!g __ _ __ _ _______ & Req.ID ______ _ _ � 6c Req.ID — _ _ _ _ _ specific description of the alteration." C403.12.2 Snow/ice melting system and freeze ❑Complies I Exception: Requirement does not apply.� � C404.5, Heated water supply piping conforms :❑Complies ____ :Requirement will be met. C404.7 Demand recirculation water systems ❑Complies :Exception: Requirement does not apply. This plan is approved only for the work indicated on the �c lecture P.c. protection systems have sensors and ❑ PP y P Y Does Not C404.5.1, to pipe length and volume i❑Does Not [PL8]3 ,have controls that start the pump '.❑Does Not application specification sheet. all other matters are not to be C403.12.3,controls configured to limit service for C404.5.2 requirements. Refer to section details. upon receiving a signal from the relied upon, or to be considered as either being all or [F09]3 pavement temperature and outdoor ❑Not Observable i 3 ❑Not Observable; temperature.future connection to ❑Not Applicable [PL6] action of a user of a fixture or ❑Not Observable P s PP ❑Not Applicable appliance and limits the temperature ❑Not Applicable in accordance with applicable codes. JM2 ARCHITECTURE, PC controls. of the water entering the cold-water 2410 NORTH OCEAN AVENUE C404.5, Heated water supply piping conforms ❑Complies ;Exception: Requirement does not apply, piping to 104°F.Additional Comments/Assumptions: C404.5.1, to pipe length and volume ❑Does Not SUITE 300 C404.5.2 requirements. Refer to section details. : C404.7 Demand recirculation water systems ❑Complies :Exception: Requirement does not apply. CPL6]3 ❑Not Observable fil have controls that start the pump ❑Does Not FARMINGVILLE, NY, 1 1738 j❑Not Applicable upon receiving a signal from the action of a user of a fixture or '❑Not Observable: T I G31 .320.3305 F I G31 .320.3307 C404.5, Heated water supply piping conforms ❑Complies :Exception: Requirement does not apply. appliance and limits the temperature ONot Applicable ; C404.5.1, to pipe length and volume ❑Does Not of the water entering the cold-water C404.5.2 ,requirements. Refer to section details. piping to 104°F. Applicant: [PL6]3 ;[:]Not Observable; C404.7 Demand recirculation water systems ;❑Complies Exception: Requirement does not apply. Anthony Martlgnettl ❑Not Applicable [PL8]3 have controls that start the pump ❑Does Not upon receiving a signal from the 8 East 92nd St Apt 3 C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply, action of a user of a fixture or [Ill Observable ; p C404.5.1, to pipe length and volume ❑Does Not appliance and limits the temperature ❑Not Applicable ; New York, NY 10128 C404.5.2 requirements. Refer to section details. [Pll ,❑Not Observable of the water entering the cold-water ❑Nat Applicable piping to 104°F. (9 17) 535 - 3777 C404.7 Demand recirculation water systems '❑Complies Exception: Requirement does not apply. C404.5, Heated water supply piping conforms ❑Complies 'Requirement will be met. [PL8]3 have controls that start the pump ❑Does Not Architect of Record C404.5.1, to pipe length and volume ❑Does Not upon receiving a signal from the ❑Not Observable C404.5.2 requirements. Refer to section details. 4 Location on plans/spec: REFER TO DRAWING P-602 action of a user of a fixture or JM2 Architecture, PC [PL6J3 ❑Not Observable appliance and limits the temperature ❑Not Applicable ❑Not Applicable of the water entering the cold-water 24 10 North Ocean Ave, Suite 300 piping to 104°F. Farman vine, NY, 11738 C404.6.1, Automatic time switches installed to ❑Complies :Requirement will be met. C404.7 Demand recirculation water systems ❑Complies Requirement will be met. 9 C404.6.2 automatically switch off the ❑Does Not [PL8]3 have controls that start the pump ❑Does Not (G3 I) 320 - 3305 [PL3]1 recirculating hot-water system or heat upon receiving a signal from the trace. ❑Not Observable ❑Not Observable ;❑Not Applicable action of a user of a fixture or MEP Eng I Weer: appliance and limits the temperature ❑Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. of the water entering the cold-water [Pll heater and storage tank have controls TIDoes Not piping to 104°F. Emtec Consulting Engineers DPC that limit operation from startup to <= 5 minutes after end of heating ;❑Not Observable: Additional Comments/Assumptions: 3555 Veterans Memorial Highway, Suite M cycle. ❑Nat Applicable Ronkonkoma, NY 1 177Si C404.6.3 .Pumps that circulate water between a ;❑Complies .Exception: Requirement does not apply. [Pll heater and storage tank have controls ❑Does Not (G3 1) 35G - 2 1 7G that limit operation from startup to <=5 minutes after end of heating ❑Not Observable cycle. []Not Applicable 5 u rveyo r Nathan Taft Corwin C404.6.3 'Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [PIl heater and storage tank have controls ❑Does Not 158G Main Road, that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable; Jame5port, NY 1 1547 cycle. FINot Applicable ; (G31) 727 - 2050 C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply. [Pll heater and storage tank have controls ❑Does Not .that limit operation from startup to <= 5 minutes after end of heating ❑Not Observable' Project Name cycle. ❑Not Applicable C404.6.3 Pumps that circulate water between a ❑Complies Requirement will be met. 5 5 W Mill Road [Pllheater and storage tank have controls ❑Does Not that limit operation from startup to <= 5 minutes after end of heating :❑Not Observable cycle. ❑Not Applicable j Project Address 5775 W MIII Rd, - 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) LILHigh 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) M attl tuck, NY 1 1952 - — -- - - ----- P i ---- - �—------- - Project Title: 5775 W Mill Rd -- ------------ - — Project Title: 5775 W Mill Rd � Report date: 11l07/22' Project-T itle;-- 5775 W Mill Rd Report dare: 11/07/22 j Report date: 11/07/22 Project Type _ _ — J• _ _ — _ _— g Data filename: J:\68831Calculations\COMcheck\5775 W_Mill_Rd REV-l.cck Page 8 of 18 J yp Data filename: J:\6883\Calculations\COMcheck\5775-W-mill-Rd Miil_Rd REV-lsck Page 6 of 18' Data filename: �168831CalculatronslCOMcheck15775 W M+II Rd REV-l.cck Pa e 7 of 18 _ -_ -_ __--__- _-_ - - -- _ _ -- - -- - ---_- __ __— Renovation Revisions section section 07-18-22 ISSUED FOR SCHEMATIC DESIGN # Mechanical Rough-In Inspection Complies? Comments/Assumptions # Mechanical Rough-in Inspection Complies? Comments/Assumptions RegAD _ _ _ _ _ 1 1-04-22 ISSUED FOR PERMIT C402.236 ;Thermally ineffective panel surfaces of;❑Complies !Exception: Requirement does not apply. C403.8.5 !Each DX cooling system > 65 kBtu� i❑Complies 1 Exception: Where the volume of outdoor air required to I[ME41] sensible heating panels have ;❑Does Not ; [Mill ;and chiller water/evaporative cooling ;❑Does Not ;comply with the ventilation requirements of the IMC at low !insulation >= R-3.5. system with fans > 1/4 hp are +speed exceeds the air that would be delivered. 1 I❑Not Observable i ;designed to vary the indoor fan airflow ;❑Not Observable ❑Not Applicable ; I as a function of load and comply with ;❑Not Applicable ; C403.11.3;HVAC piping insulation insulated in TIComplies ;Requirement will be met. detailed requirements of this section. I;ME6112 !accordance with Table C403.11.3. l❑Does Not C403.8.5 ;Each DX cooling system > 65 Il UComplies ;Exception: Modulating fan control is not required for chilled ;Insulation exposed to weather is ; ; [ME143)2 I and chiller water/evaporative cooling ;❑Does Not water and evaporative cooling units with fan motors of less ;,[]Not Observable: , , ,protected from damage and is system with fans > 1/4 hp are +than 1 hp where the units are not used to provide ventilation provided with shielding from solar iF-]Not Applicable ;designed to vary the indoor fan airflow air Observable 1 air and the indoor fan cycles with the load. radiation. ; as a function of load and comply with I❑Not Applicable ; 1:403.11.3!HVAC piping insulation insulated in ;❑Complies ;Requirement will be met. !detailed requirements of this section. [ME6112 accordance with Table C403.11.3. �❑Does Not C403.12.1;Systems that heat outside the building,❑Complies ;Requirement will be met. !Insulation exposed to weather is [ME71]2 :envelope are radiant heat systems ❑Does Not :[--]Not Observable; protected from damage and is !controlled by an occupancy sensing ; ;Locatlon on plans/spec:SEE DRAWING M601 provided with shielding from solar ;❑Not Applicable ; ;device or timer switch. ,❑Not Observable; +radiation. ; ;❑Not Applicable +C403.11.3;;HVAC piping insulation insulated in ;❑Complies ;Requirement will be met. C403.2.3 1 HVAC equipment efficiency verified. ,❑Complies ;See the Mechanical systems list for values. [ME61]2 !accordance with Table C403.11.3. i❑Does Not [ME55]2 I ;❑Does Not j Insulation exposed to weather is !❑Not Observable; ;❑Not Observable protected from damage and is provided with shielding from solar ,❑Not Applicable ;❑NotAppficable I radiation. C403.2.2 ;Natural or mechanical ventilation is I❑Complies ;Requirement will be met. C403,11.3;HVAC piping insulation insulated in ;❑Complies ;Requirement will be met. [ME59]1 !provided in accordance with ;[]Does Not i I;ME6112 'accordance with Table C403,11.3. ❑Does Not :International Mechanical Code Insulation exposed to weather is ;Chapter 4. Mechanical ventilation has ;❑Not Observable protected from damage and is I❑Not Observable; 7 capability to reduce outdoor air supply Ill Applicable ; !provided with shielding from solar i❑Not Applicable ; ;to minimum per IMC Chapter 4. + _ radiation. C403.7.1 ;Demand control ventilation provided ,❑Complies !Exception: Requirement does not apply. C403,8.1 ;HVAC fan systems at design ;❑Complies ;Requirement will be met. [ME59]1 !for spaces>500 ft2 and >25 ;❑Does Not I;ME65]3 conditions do not exceed allowable T]Does Not i people/1000 ft2 occupant density and 1❑Not Observable ;fan system motor nameplate hp or fan; 1 Location on plans/spec: SEE DRAWING M601 ;served by systems with air side , ;system bhp. ![:]Not Observable economizer, auto modulating outside : Not Applicable THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND ❑Not Applicable ;See the Mechanical Systems list for values. i air damper control, or design airflow ; C403.8.3 ;Fans have efficiency grade(FEG) >= I❑Complies ;Requirement will be met. ;>3,000 cfm. AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. [ME117J2 67.The total efficiency of the fan at :❑Does Not C403.7.2 ;Enclosed parking garage ventilation ;❑Complies ;Exception: Requirement does not apply. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A +the design point of operation <= 15% ; ; IME11513 :has automatic contaminant detection !l Does Not of maximum total efficiency of the !❑Not Observable ;and capacity to stage or modulate ; ; VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. ;❑Not Applicable o ❑Not Observable, STATE EDUCATION LAW. ,fan. PP ,fans to 50%or less of design capacity., , +'403.8.4 ;Motors for fans that are not less than ;❑Complies ;Requirement will be met. ❑Not Applicable + I:ME142]2 ;1/12 hp and less than 1 hp are 1❑Does Not C403.7.6 HVAC systems serving guestrooms In ;❑Complies ;Exception: Requirement does not apply. electronically commutated motors or 1 1 IME14113 (Group R-1 buildings with> 50 ;❑Does Not Drawing Title have a minimum motor efficiency of �0Not Observable ;guestrooms: Each guestroom is j P ❑Not Applicable ,❑Not Observable, ENERGY CODE 70 percent.These motors have the pP' provided with controls that ;means to adjust motor speed. ; I automatically manage temperature ;❑Not Applicable o 1-403.8.4 ;Motors for fans that are not less than ;,[]Complies !Requirement will be met. ;C403 ant and ventilation(see sections i.ME142]2 '1/12 hp and less than 1 hp are ;❑Does Not 403.7.6.1 and C403J.6.2). ; electronically commutated motors or ; ;Location on plans/spec: SEE DRAWING M601 C403.7.4 ;Exhaust air energy recovery on ;❑Complies ;Exception: Requirement does not apply. COMPLIANCE 5HEET have a minimum motor efficiency of ;❑Not Observable, IME5711 systems meeting Table C403.7.4(1) {❑Does Not 170 percent.These motors have the I❑Not Applicable and C403.7.4(2). ;❑Not Observable; means to adjust motor speed. ❑Not Applicable SCTM# 1000-1 OG-G-3 APP No: C403.8.4 I Motors for fans that are not less than Complies !!Requirement will be met.;❑ IME142]2 11/12 hp and less than 1 hp are ;❑Does Not C403.7.5 ;Kitchen exhaust systems comply with ;❑Complies ;Exception: Requirement does not apply. electronically commutated motors or : [ME116)3 I replacement air and conditioned ;❑Does Not 1 have a minimum motor efficiency of :[--]Not Observable 1 ;supply air limitations,and satisfy hood; SCDHS No.: JM2 #: 2022-0642 70 percent.These motors have the ❑Not Observable ❑Nat Applicable ;rating requirements and maximum ; TO THE BEST OF MY KNOWLEDGE BELIEF AND PERSONAL JUDGMENT; means to adjust motor speed. i ; ;exhaust rate criteria. ;❑Not Applicable ; ' Planning #: DATE: 5/3/2022 ('403.8.5 Each DX Coolingsystem >65 Il ;❑Com lies !Exception:tlon: Modulating fan control is not required for chilled C403.11.1;HVAC ducts and plenums insulated in ;❑Complies ;Requirement will be met. - Y p p g q , THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES) OF THESE (ME143)2 ;and chiller water/evaporative cooling I❑Does Not (water and evaporative cooling units with fan motors of less !accordance with C403.11.1 and ;❑Does Not ; SEAL SIGNATURE: DESIGNED BY: JH ;system with fans > 1/4 hp are 1 lthan 1 hp where the units are not used to provide ventilation C403.11.2!constructed in accordance with ; ;Locatlon on plans/spec: SEE DRAWING M701 AND M7o2 PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403,C404, C405, designed to vary the indoor fan airflow. Observable;air and the indoor fan cycles with the load. CME60]2 ;C403.11.2,verification may need to ,❑Not Observable, C406.3 AND C408.3 OF CHAPTER 4 [CE] "COMMERCIAL PROVISIONS "OF THE 2020 NYSBC. ,as a function of load and comply with I❑Not Applicable ; !occur during Foundation Inspection. ;❑Not Applicable ; CHECKED BY: ARS (detailed requirements of this section. Of NEW SCALE: As indicated 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) �� p y'�p �� 'P¢ Project Title: 5775 W Mill Rd Report date: 11/07/22 Project Title: 5775 W Mill Rd Report date: 11/07/22 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST P-84 DWG No:PRINTING AND 2020NYSRC, 1ST PRINTING. � Data filename: J:\68831Calculations\COMcheck\5775-W-Mill-Rd REV-l.cck Page 9 of 18 Data filename: J:\6883\Calculations\COMcheck\5775_W Mill Rd REV-l.cck Page 10 of 18 Q ,�-�A * I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT03 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS s� //' Z AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. �'°Ro�0074, EP�� FEssioN "It is a violation of the State Education Law for any person, Architectof 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 5Elction Section I Section his or her seal and the notation "altered by" followed by his /,rc E111iij M� 2 # Mechanical Rough-In Inspection Complies? Comments/Assumptions # (( Rough-in Electrical Inspection Complies? J Comments/Assumptions # Rough-in Electrical Inspection Complies? Comments/Assumptions or her signature and the date of such alteration, and a - Req.IDt.__�_ ___.__ __. __ �_ _ _._._ _ & Req.ID1 __ _ �® ___ q.ID - - &�e._..,�...� .w_.�.__.____.�._._ ,_..�.-.,. _ specific description of the alteration." C403.4.3. ,Closed-circuit cooling tower within ❑Complies ;Exception: Requirement does not apply. C405.2.2. 'Spaces required to have light- :DComplies 'Requirement will be met. C405.2.3, Daylight zones provided with ;❑Complies Exception: Requirement does not apply. This plan is approved onlyfor the work indicated on the it e 111 ic u r e P.c. 3.2 heat pump loop have either automatic ❑Does Not 2 reduction controls have a manual ❑Does Not C405.2.3. individual controls that control the ;ElDoes Not application specification sheet. all other matters are not to be [ME:121]3 bypass valve or lower leakage positive,' [EL22]1 control that allows the occupant to 1, lights independent of general area ❑Not Observable '❑Not Observable' relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC .closure dampers.Open-circuit tower reduce the connected lighting load in ❑Not Observable C405.2.3. lighting. See code section C405.2.3 within heat um loop have automatic;❑Not Applicable EINot Applicable EINot Applicable applicable pump P a reasonably uniform illumination pp'cable 2 Daylight-responsive controls for PP in accordance with a licable codes. valve to bypass all heat pump water pattern >= 50 percent. [EL23]2 applicable spaces, C405.2.3.1 Daylight' 2410 NORTH OCEAN AVENUE flow around the tower.Open-or C405.2.1, Occupancy sensors installed in ❑Complies Requirement will be met. responsive control function and SUITE 3OO closed-circuit cooling towers used in C405.2.1. classrooms/lecture/training rooms, ;❑Does Not section C405.2.3.2 Sidelit zone. conjunction with a separate heat 1 conference/meeting/multipurpose C405.2.4 Separate lighting control devices for ;OComplies Requirement will be met. FARMINGVILLE NY 1 1738 exchanger have heat loss by shutting [EL18]1 rooms, copy/print rooms, EINot Observable, [EL26]1 specific uses installed per approved ❑poes Not T 63 I .320.3305 F 63 I .320.3307 down the circulation pump on the cooling tower loop. Open-or closed lounges/breakrooms,enclosed offices, ONot Applicable PP lighting plans. circuit cooling towers have a separate open plan office areas, restrooms, EINot Observable, storage rooms, locker rooms, EINot Applicable j heat exchanger to isolate the cooling warehouse storage areas, and other ❑ Applicant: tower from the heat pump loop, and C405.2.4 Additional interior lighting power Complies Requirement will be met. spaces<= 300 sqft that are enclosed 1 heat loss is controlled by shutting [EL27] allowed for special functions per the ❑Does Not down the circulation pump on the by floor-to-ceiling height partitions. approved lighting plans and is Anthony Martignetti Reference section language ❑Not Observable' 8 EaSt 92nd St Apt 3 cooling tower loop. automatically controlled and ❑Not Applicable C405.2.1.2 for control function in � `separated from general lighting. p C403.4.1. Heating for vestibules and air curtains ❑Complies :Exception: Requirement does not apply. warehouses and section C405.2.1.3 C405.2.5 ;Manual controls general l b the 4 with integral heating include ❑Does Not f for open plan office spaces. q y ❑Complies :Requirement will be met. New York, NY 10126 [ME:63]2 automatic controls that shut off the (EL28]nu" energy code are in a location with ❑Does Not heating system when outdoor air ❑Not Observable: C405.2.1. Occupancy sensors control function in ;OComplies ;Exception: Requirement does not apply. ready access to occupants and 1 (917) 535 - 3777 ❑Not A 2 1 warehouses: In warehouses,the ❑ located where the controlled sights are temperatures>45F.Vestibule Applicable Does Not Not Observable heatingand cooling systems [EL19] lighting in aisleways and open areas is visible, or identify the area served and ❑Not Applicable g y controlled with occupant sensors that ❑Not Observable y Architect of Record: controlled by a thermostat in the ;❑Not A licable their status. vestibule with heatingsetpoint<= automatically reduce lighting power pp P by 50%or more when the areas are C405.2.6 :Automatic lighting controls for exterior ❑Complies ;Requirement will be met. JM2 Architecture PC 60F and cooling setpoint>= 80F. [EL30]nu'" lighting installed. Controls will be ❑Does Not ' unoccupied.The occupant sensors C4()8.2.2. Air outlets and zone terminal devices ;❑Complies ;Requirement will be met, control lighting in each aisleway daylight controlled,set based on 2410 North Ocean Ave Suite 300 1 have means for air balancing. ❑Does Not independently and do not control business operation time-of-day, or EINot Observable [MEi53]3 o ❑Not Applicable Farmin ville, NY, 1 1738 lighting beyond the aisleway being reduce connected lighting > 30%. PP 9 i❑Not Observable controlled by the sensor. C405.3 Exit signs do not exceed 5 watts per ❑Complies ;Requirement will be met. (631) 320 - 3305 _ ❑Not Applicable [EL6]1 face. ;❑Does Not C405.2.1. Occupant sensor control function in OComplies Exception: Requirement does not apply. C403.5, Refrigerated display cases,walk-in [ Complies Exception: Requirement does not apply. 3 open plan office areas:Occupant ❑poes Not i❑Not Observable: MEP En 1 neer C403.5.1, coolers or walk-in freezers served by ❑Does Not I [EL20]1 sensor controls in open office spaces MEP Applicable C403.5.2 remote compressors and remote EINot Observable; [ME123]3 condensers not located in a EINot Observable; >=300 sq.ft. have controls 1) — — EINot Applicable configured so that general lighting can EINot Applicable C405.6 Low-voltage dry-type distribution ;OComplies ;Exception: Requirement does not apply. Emtec Con5ultmg Engineers DPC condensing unit, have fan-powered PP be controlled separately in control (EL26]2 electric transformers meet the ;ODoes Not 3555 Veterans Memorial HI hwa Suite M condensers that comply with Sections minimum efficient zones with floor areas <= 600 sq.ft. y requirements of 9 y C403.5.1 and refrigeration compressor' within the space, 2)automatically turn Table C405.6. ❑Not observable; Ronkonkoma, NY 11779 systems that comply with C403.5.2.. ❑Not Applicable off general lighting in all control zones _ Additional Comments/Assumptions: within 20 minutes after all occupants C405.i Electric motors meet the minimum ❑Complies Requirement will be met. (631) 356 - 2 1 76 have left the space, 3)are configured [EL27] efficiency requirements of Tables ;❑Does Not so that general lighting power in each j C405.7(1)through C405.7(4). 5 U rveyo r: control zone is reduced by >=80%of Efficiency verified through certification:ONot Observable; the full zone general lighting power under an approved certification ;EINot Applicable Nathan Taft Corwin within 20 minutes of all occupants program or the equipment efficiency 1586 Main Road, leaving that control zone, and 4) are ratings shall be provided by motor configured such that any daylight manufacturer(where certification JameSport, NY 11947 responsive control will activate space programs do not exist). general lighting or control zone C405.8.2, Escalators and moving walks comply ❑Complies Exception: Requirement does not apply. (63 I) 727 - 2090 general lighting only when occupancy C405.8.2. with ASME A17.1/CSA B44 and have ❑Does Not for the same area is detected. 1 automatic controls configured to C405.2.2, Each area not served by occupancy ❑Complies :Requirement will be met. [EL28]2 'reduce speed to the minimum []Not Observable Project Name C405.2.2. sensors(per C405.2.1) have time- 1 Not permitted speed in accordance with ❑Not Applicable J 1, switch controls and functions detailed ASME A17.1/CSA B44 or applicable C405.2.2. .in sections C405.2.2.1 and C405.2.2.2, ❑Not Observable local code when not conveying 5 5 W Mill Road d ;❑ 2 ❑Not Applicable passengers. _ _ [EL21]2 C405.9 Total voltage drop across the Complies ;Requirement will be met. w_ [EL29]2 combination of feeders and branch ;❑Does Not circuits<= 5%. 1 ❑Not Observable ❑Nat Applicable ; Project Address Additional Comments/Assumptions: 5 775 W Mill Rd, 1 High Impact(Tier i) 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 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) M attltuck, NY 1 1952 Project Title: 5775 W MIII Rd Report date:-!1/ 7/2 21 Rd L Report date: il/07/22' Project Title: 5775 W Mill Rd Report date: 11/07%22 Data filename: J:\6883\Calculations\COMcheck\5775W Mill Rd REV-l.cck Page 11 of 18: Data filename: J:\68831Calculations\COMcheck\5775_W_Mill_Rd REV-1.cck Page L2 of 18 Data filename: J:16883\Calculations\COMcheck\5775 W Mill Rd REV-1.cck Page 13 of 18 Project y ----------- --------- - - roe Type - - ------------------------------------------------------- Renovation Revi5ion5 Section 07-18-22 ISSUED FOR 5CHEMATIC DE51GN # Final Inspection Complies? Comments/Assumptions & Rel. D I I-04-22 155UED FOR PERMIT C303.3, Furnished 0&M instructions for E7Complies Requirement will be met. C408.2.5. systems and equipment to the ❑Does Not 2 building owner or designated [FI17]3 representative. ❑Not Observable ❑Not Applicable ; C303.3, Furnished O&M manuals for HVAC ❑Complies ;Requirement will be met. C408.2.5. systems within 90 days of system ❑Does Not 3 acceptance. [F18]3 '❑Not Observable: j❑Not Applicable C403.2.2 HVAC systems and equipment ❑Complies Requirement will be met. [FI2713 capacity does not exceed calculated ❑Does Not loads. ;ONot Observable: ❑Not Applicable C403.2.4. Heating and cooling to each zone is :OComplies Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [F14713 Minimum one humidity control device Location on plans/spec: REFER TO DRAWING M1D1 AND per installed EINot Observable:M102 humidification/dehumidification EINot Applicable system. C403.2.4. Heating and cooling to each zone is :OComplies :Requirement will be met. 1 controlled by a thermostat control. ;❑Does Not [FI47]3 Minimum one humidity control device Location Observable,Location on plans/spec: SEE DRAWING M101 AND M102 per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [FI47]3 Minimum one humidity control device []Not Observable:Location on plans/spec: SEE DRAWING M101 AND M102 per installed humidification/dehumidification [INot Applicable THESE DRAWINGS ARE AN IN5TRUMENT OF 5ERVICE, AND system. A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. C403.2.4. Heating and cooling to each zone is :OComplies :Requirement will be met. 1 controlled by a thermostat control. ❑Does Not (F147]3 Minimum one humidity control device :Location on plans/spec:SEE DRAWING M101 AND M102 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A per installed ❑Not observable: VIOLATION OF 5ECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. humidification/dehumidification i❑Not Applicable system. _ STATE EDUCATION LAW. C403.2.4. Heat pump controls prevent ❑Complies Exception: Requirement does not apply. DraWing Title 1.1 supplemental electric resistance heat ❑Does Not = [F142]3 from coming on when not needed. ❑Not Observable: ENERGYEINotCODE Not Applicable � C403.4.1. Thermostatic controls have a 5 OF OComplies ;Requirement will be met. 2 deadband. ❑Does Not COMPLIANCE [FI38]3 ❑Not Observable; 5HEET 4 ,❑Nat Applicable C403.2.4. 'Temperature controls have setpoint OComplies ;Requirement will be met. SCTM# I OOO-106-6-3 APP No: 1.3 overlap restrictions. ❑Does Not [FI20]3 ❑Not Observable ❑Not Applicable 5CDH5 No.: JM2 #: 2022-OG42 C403.2.4. Each zone equipped with setback ❑Complies Requirement will be met. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PERSONAL JUDGMENT; 2 controls using automatic time clock or :❑Does Not Planning #: _ DATE: 5/3/2022 [F139]3 programmable control system. EINot observable; THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES)OF THESE ❑Not Applicable PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403,C404, C405, 5EAL t 51GNATURE: DE51GNED BY: Jh C406.3 AND C408.3 OF CHAPTER 4 [CE] "COMMERCIAL PROVISIONS "OF THE 2020 NYSBC, CHECKED BY: AR5 _ of NEW 5CALE: A5 indicated 1 High Impact(Tier 1)--1-2 Medium Impact(Tier 2)___ 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 12 1 Medium impact(Tier: 3 Low Impact(Tier 3) �� r0 _ THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST y�P ��W p•sgCO, 'A� DWG No: Project Title: 5775 W Mi l Rd Report date: 11/07/22, Project Title: 5775 W Mill Rd Report date: 11/07/222 r — �— - g -- g PRINTING AND 2020NYSRC, 1ST PRINTING. a * Data filename: :168831CalculationslCOMcheck\5775W Mill Rd REV-l.cck Page 14 of 18' J: — - _ - - _ — -- — Q M 1_ — Data filename: \6883\Calculations\COMcheck15775 W Mill Rd REV-1 cck Page ]S of 18 0A11k 0 I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT "ZEN 4 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS ��`pA lI��f,T 41 ��`�' AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. ESStoNp "It is a violation of the State Education Law for any person, Architect 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 Section Section his or her seal and the notation "altered by" followed by his ima # Final Inspection Complies? Comments/Assumptions # Final Inspection Complies? Comments/Assumptions or her signature and the date of such alteration, and a Req.iD & Req.ID specific description of the alteration." C403.2.4. !Automatic Controls: Setback to 55°F { Complies I Requirement will be met. C408.2.3. HVAC equipment has been tested to ❑Complies Requirement will be met. This plan is approved only for the work indicated on theA itecture P.c. 2.1, +(heat)and 85 F(cool); 7-day clock,2- +❑Does Not 1 ensure proper operation. []Does Not application specification sheet. all other matters are not to be CA03.2.4. ;hour occupant override, 10-hour [F131]1 2.2 ;backup ❑Not Observable, ONotObservable, relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC [1=140]3 ;ONot Applicable ONot Applicable in accordance with applicable codes. 1 , C408.2.3. HVAC control systems have been ❑Complies :Requirement will be met. 24 10 NORTH OCEAN AVENUE + 1 , C403.2.4. ;Systems include optimum start ;❑Complies ;Requirement will be met. 2 1 tested to ensure proper operation, ODoes Not SUITE 300 ;controls. ; ; [F110] calibration and adjustment of controls. 2.3 ,❑Does Not ❑Not Observable 3 1 ONot Applicable FARMINGVILLE, NY, 11735 (1:141] ;❑Not Observable; ❑Not Applicable C408.2.4 Preliminary commissioning report ❑Complies Requirement will be met. T 163 1 .320.3305 F 631 .320.3307 C403.2.4. ;Systems Include optimum start ;❑Complies ;Requirement will be met. (FI29]1 completed and certified by registered ODoes Not controls. ; design professional or approved Location on plans/spec: NOT REQUIRED 2.3 ,ODoes Not agency. ❑Not Observable [I:141]3 ; ; 'ONot Applicable Applicant: ,❑Not Observable: ❑Not Applicable C408.2.5. Furnished HVAC as-built drawings ❑Complies ;Requirement will be met. Anthony Martlgnettl p p q 1 submitted within 90 days of system ODoes Not 8 East 92nd St Apt 3 C403.2.4. ,Systems include optimum start OCom lies !Requirement uirement will be met. [F17]3 acceptance. 2.3 /controls. ❑Does Not (]Not Observable. [I:I41]3 ,❑Not Observable; ❑Not Applicable New York, NY 10 128 ❑Not Applicable C408.2.5. Furnished as-built drawings for ❑Complies ;Requirement will be met. (517) 535 - 3777 C404.3 Heat traps installed on supply and 1 electric power systems within 90 days ❑Does Not 3 p pp y i3OComplies Exception: Requirement does not apply. [F116]3 of system acceptance. [1:111] ;discharge piping of non-circulating ,ODoes Not ❑Not Observable :systems. 1 IONot Observable; IONot Applicable Architect O Record : ❑Not Applicable C408.2.5. An air and/or hydronic system OComplies Requirement will be met. JM2 Architecture, PC C404.4 ;,All piping insulated in accordance with;OComplies ;Requirement will be met. 3 1 balancing report is provided for HVAC jODoes Not 2410 North Ocean Ave Suite 300 [1925]2 :section details and Table C403.11.3. I❑Does Not ; [F143] systems. ;ONot Observable, Farmin v111e, NY, 11738 , []Not Observable;Location on plans/spec: REFER TO DRAWING P-101, P-102 ;ONot Applicable 9 ❑Not Applicable AND P-602 C408.2.5. Final commissioning report due to ❑Complies 'Requirement will be met. (631) 320 - 3305 C404.6.1 ;Controls are installed that limit the 4 building owner within 90 days of ;ODoes Not OComplies ,Requirement will be met. [F130]1 receipt of certificate of occupancy. Location on plans/spec: NOT REQUIRED MEP En91 Weer: [1:112]3 !operation of a recirculation pump {❑Does Not []Not Observable ;installed to maintain temperature of a + Location on plans/spec: REFER TO DRAWING P-101, P-102 ONot Applicable storage tank.System return pipe is a -]Not Observable;AND P-602 Emtec Consultln En sneers DPC 'dedicated return pipe or a cold water ;❑Not Applicable C408.3 Lighting systems have been tested to ❑Complies Requirement will be met. g g supply pipe. ; [FI33]1 ensure proper calibration, adjustment, ❑Does Not 3555 Veterans Memorial Highway, Suite M C405.4.1 i,Interior installed lam and fixture programming, and operation. ` p ❑Complies See the Interior fixture schedule for values. ❑Not Observable' ONot Applicable Ronkonkoma, NY 11779 [I:I18]1 lighting power is consistent with what ❑Does Not (63 I) 356 - 2 176 3Is shown on the approved lighting ; plans,demonstrating proposed watts ;❑Not Observable: Additional Comments/Assumptions: :are less than or equal to allowed ;❑Not Applicable watts. u rveyo r: C405.5.1 ;Exterior lighting power Is consistent ;❑Complies ;See the Exterior Lighting fixture schedule for values. Nathan Taft Corwin [1:119]1 !with what is shown on the approved E❑Does Not lighting plans,demonstrating proposed watts are less than or equal '❑Not Observable; James ortn Road, p NY 1 1047 ,to allowed watts. ONot Applicable (63 I) 727 - 2090 C408.1.1 ;Building operations and maintenance ;❑Complies ;Requirement will be met. [I=157]1 ;documents will be provided to the I❑Does Not Towner. Documents will cover manufacturers' information, bNot Observable Project Name ;specifications,programming ;ONot Applicable ; J procedures and means of illustrating 1 W M to owner how building, equipment and ; 5775 Mill Road systems are intended to be installed, : i !maintained,and operated. C408.2.1 ;Commissioning plan developed by I❑Complies ;Requirement will be met. [1=128]1 'registered design professional or I❑Does Not : Protect Address I Lapproved agency. I :Location on plans/spec: NOT REQUIRED ;❑Not Observable; ❑Not Applicable ; 5775 W Mill Rd, 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) 1 High Impact(Tier lj__T2]medium impact(Tier 2) 3 Low Impact(Tier 3) 1 M attituck, NY 1 1952 Project Title: 5775 W Mill Rd Report date: 11/07/22 Project Title: 5775 W Mill Rd II Report date: 11l07%22 Project Title: 5775 W Mill Rd Report date: 11/07/22 Data filename: J,.\6883\Calculations\COMcheck\5775_W Mill_Rd REV-l.cck Page 16 of 18 Data filename: J:\6883\Calculations\COMcheck\5775-W-mill-Rd REV-l.cck Page 17 of 18 Data filename: J:\6883\Calculations\COMcheck\5775 W_Mill Rd REV-l.cck Page 18 of 18' Project Type roe Renovation RCV1510n5 REScheck Software Version 4.7.2 section 07-15-22 ISSUED FOR SCHEMATIC DE51GN # Foundation Inspection Complies? Comments/Assumptions Inspection Checklist 40303, D II-04-22155UEDFORPERMIT 9 Snow-and ice-melting system controls;,ElComplies (Exception: Requirement is not applicable. [FO12]2 installed. ;❑Does Not Energy Code: 2015 IECC as ;❑Not Observable; Requirements: 100.0% were addressed directly in the REScheck software ;❑Not Applicable Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each Additional Comments/Assumptions: requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and : ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for :Location on plans/spec: [PR3)1 lighting and mechanical systems. ! []Not Observable ;REFER TO EN DRAWINGS Systems serving multiple ❑Not Applicable ; dwelling units must demonstrate compliance with the IECC I ; Commercial Provisions. I 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies :Requirement will be met. 403.7 sized per ACCA Manual S based : Btu/hr ; Btu/hr ;ODoes Not [PR2p on loads calculated per ACCA ; Cooling: : Coolin I :Location on plans/spec: Manual J or other methods ; g ❑Not Observable I REFER TO EN DRAWINGS approved by the code official. ; Btu/hr Btu/hr ;❑Not Applicable ; 1 i 1 1 , f 1 I 1 Additional Comments/Assumptions: THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENT515 IN A VIOLATION OF 5ECTION 7209 5U13-DIVI510N 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title ENERGY CODE COMPLIANCE SHEET 5 5CTM# 1000-106-6-3 APP No: 5CDH5 No.: JM2 #: 2022-OG42 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PERSONAL JUDGMENT; Planning #: _ DATE: 5/3/2022 THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES)OF THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403,C404, C405, 5EAL 51GNATURE: DESIGNED BY: JI1 C406.3 AND C408.3 OF CHAPTER 4 [CE] "COMMERCIAL PROVISIONS "OF THE 2020 NYSBC. CHECKED BY: ARS 1 lHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Im act(Tier 3) 1 High Impact Tier 1) 2 Medium Im act(Tier 2) 3 Low impact(Tier 3) of NEW Y 5CALE: A5 indicated P 9 p —( p p Project Title: 5775 W Mill Rd Report date: 11/04/22 Project Title: 5775 W Mill Rd Report date: 11/04/22 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC 1ST y'�p ��P'3qC 0'�',F DWG No: Data filename:):\68831Calculations\REScheck\5775 W Mille RD REScheck.rck Page 2 of 6 Data filename:J:\6883\Calculations\REScheck\5775 W Mille RD REScheck.rck Page 3 of 6 PRINTING AND 2020NYSRC, 1ST PRINTING. I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT Z� / ,Z� �ti� = 005 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS moo,, /100 1% �� AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. R�FESSioNo► "It is a violation of the State Education Law for any person, rc Itect o ecord: 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 his or her seal and the notation "altered b " followed b his Plans Verified Field Verified Plans Verified Field Verified Y Y # Framing/Rough-in Inspection Complies? Comments/Assumptions # Final Inspection Provisions , Compiles? Comments/Assumptions or her signature Value Value Value Value gnature and the date of such alteration and a ima & IReq.ID & Req.iD specific description of the alteration." 40:3.3.1 Supply and return ducts in attics i ❑Complies !Requirement will be met. 403.5.1.2 Electric heat trace systems i ❑Complies !Exception: Requirement is �� itecture P.c. I. This plan is approved only for the work indicated on the [FR12]1 insulated>= R-8 where duct is f ❑Does Not [F129]2 ;comply with IEEE 515.1 or UL 4 ❑Does Not ;not app . I i application specification sheet. all other matters are not to belicable >=3 inches in diameter and >_ ;Location on plans/spec: 515.Controls automatically r V R-6 where<3 inches.Supply and ❑Not Observable REFER TO MECHANICAL SPEC adjust the energy input to the I ❑Not Observable i relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC return ducts in other portions of ; ;❑Not Applicable i SHEET heat tracing to maintain the I ❑Not Applicable in accordance with applicable codes. the building insulated >= R-6 for . desired water temperature In the f ; 24 10 NORTH OCEAN AVENUE diameter>=3 inches and R-4.2 r piping. j for<3 inches in diameter. l _ 403.5.2 Water distribution systems that j, ❑Complies ;Requirement will be met. SUITE 300 403.3.5 Building cavities are not used as T^ ❑Complies !Requirement will be met. [Fi30]z ;have recirculation pumps that I ❑Does Not I FARMINGVILLE NY 11735 [FR15]3 ;ducts or plenums. pump !Location on plans/spec: > >❑Does Not um water from a heated water , '❑Not Observable �41 ; { ❑Not Observable ; supply pipe back to the heated ,DRAWING P601❑Not Applicable ; T G31 .320.3305 F( G31 .320.3307 water source through a cold i. i ❑Not Applicable ; water supply pipe have a 403.4 HVAC piping conveying fluids R- 1 R- ;❑Compiles ;Requirement will be met. demand recirculation water I Applicant: [FR17]2 ;above 105 QF or chilled fluids TIDoes Not system.Pumps have controls I I below 55 4F are insulated to zR- that manage operation of the §' 3. ; ,❑Not Observable ; Anthony Martignetti pump and limit the temperature❑Not Applicable of the water entering the cold 4.1 ; 403. v1 Protection of irsulation on HVAC ❑Complies :Requirement will be met. :water piping to 1044F. { i 8 East 92nd 5t Apt 3 [FR24]1 (piping. ! ❑Does Not 403.5A �Drain water heat recovery units E ❑Complies !Exception: Requirement is New York, NY 10125 kit j [F131]z ;tested in accordance with CSA I ❑Does Not !not applicable. ❑Not Observable B55.1. Potable water-side (917) 535 - 3777 ❑Not Applicable ; pressure loss of drain water heat ❑Not Observable ; 40a.5.3 !Hot water pipes are insulated to R- R- �;❑Complies ;Requirement will be met. recovery units<3 psi for ❑Not Applicable ; [FR18]2 ;zR-3. !❑Does Not individual units connected to one or two showers. Potable water- I Architect o Record ;❑Not Observable ; ;side pressure loss of drain water JM2 Architecture, PC ❑Not Applicable ; heat recovery units< 2 psi for [ Additional Comments/Assumptions: individual units connected to }. 2410 North Ocean Ave, Suite 300 • ;three or more showers. Farmingvllle, NY, I 1738 404.1 75%of lamps in permanent ❑Complies ;Exception:All lighting is [FI6]1 fixtures or 75%of permanent I ❑Does Not :provided by low-vol:age (G31) 320 - 3305 fixtures have high efficacy lamps. systems. Does not apply to tow-voltage '❑Not Observable ; lighting. ❑Not Applicable MEP Engineer: 404.1.1 Fuel gas lighting systems have I w _ ❑Complies ;Exception: Requirement is Emtec C0115dtin En ineer5 DPC [F123]3 no continuous pilot light. ❑Does Not :not applicable. g g ❑Not Observable I 3555 Veterans Memorial Highway, Suite M :❑Not Applicable Ronkonkoma, NY 1 1779 303.3 !Manufacturer manuals for i ❑Complies ;Requirement will be met. (FI1$)3 ;mechanical and water heating f ❑Does Not (G31) 35G - 217G systems have been provided. s ❑Not Observable ❑Not Applicable ; 5 u rveyo r: Nathan Taft Corwin Additional Comments/Assumptions: 155G Main Road, Jame5port, NY 11947 (G31) 727 - 2090 Project Name 5775 W Mill Road Project Address 5775 W Mill Rd, 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) M a tti to ck, NY 1 1952 Project Title: 5775 W Mill Rd Report date: 11/04/22 Project Title: 5775 W Mill Rd Report date: 21/04/22 Data filename:J:\6883\Calculations\REScheck\5775 W Mille RD REScheck.rck Page 4 of 6 Data filename:J:\6883\Calculations\REScheck\5775 W Mille RD REScheck.rck Page 6 of 6 Project Type Renovation RCV151on5 07-18-22 155UED FOR SCHEMATIC DE51GN 1 1-04-22155UED FOR PERMIT THESE DRAWING5 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 5UB-DIV15ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title ENERGY CODE COMPLIANCE SHEET G 5CTM# 1000-1 OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-OG42 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PERSONAL JUDGMENT; Planning #: _ DATE: 5/3/2022 THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES) OF THESE SEAL � SIGNATURE: DESIGNED BY: �H PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403,C404, C405, C406.3 AND C408.3 OF CHAPTER 4 [CE] "COMMERCIAL PROVISIONS "OF THE 2020 NYSBC. CHECKED BY: ARS of NEIV ro SCALE: A5 indicated THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST yip ��W P-84 — DWG No: PRINTING AND 2020NYSRC, 1ST PRINTING. F I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT �Zilk TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. �ARo��0 ENm006NP�'� PESSILIo "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 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 p his or her seal and the notation "altered by" followed by his ima or her signature and the date of such alteration, and a specific description of the alteration." � Mecture P.c. This plan is approved only for the work indicated on the 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, 11735 T 1631 .320.3305 FI 631 .320,3307 Applicant: FIRE ALARM SYSTEM 1/0 MATRIX Anthony Martignetti SYMBOL LIST DESIGNED FIRE ALARM SYSTEM BASED UPON CONTROL UNIT NOTIRCATION FIRE SAFETY CONTROL 8 East 92nd St, Apt 3 ASSEMBLY OCCUPANCY CLASSIFICATION WITH LESS ANNUNCIATION New York, NY 10 126 � Q� w Z a do�LLJ � o�� o ¢ �Q a w0 z (917) 535 - 3777 SYMBOL DESCRIPTION -'� �, W U�, Z oz W� o THAN 1000 PEOPLE s 0<0 W o F- (n z =�o Q o �J �� J o a pz w N inF_ N F- W ¢ 00Q aW -z z - OW= Y Architect of Record : 0 FACP co _ W¢^ ocn- vUw. >� 01 Q� w� FIRE ALARM CONTROL PANEL Mm MWw a o mW ao v F- oU Qa¢v z F-F- zF- LU a. 0 a=0 �`'aq �c� 0 ao �zv> US z U 0z w F-o z coz az oU �_ g o g o m 0-» o Q o Z o W o m w'= � W o JM 2 Architecture, PC o ¢w Q 0 w inw ,mow w W W �- W U z o z �0 U U ON o m Q¢Z Q fn(nO �NQ OaWZ �_N F- ��O Z _, 0= >Q Q J Q ¢� _ o X 0� 2410 North Ocean Ave Suite 300 ANN FIRE ALARM ANNUNCIATOR FIRE ALARM GENERAL DESCRIPTION OF Z; o Z W W Z>W s U o-Q¢ Z>QQ-o� �� Fno �o �� =z 0 �, �m Q pM= Ogp OJ= Z V) Z�>'n 0: �dZ N> �> > Z�' Z z �WF- 0 c� 0 z o0 0 �-z �a== o Qo J¢o rSc, 0¢z �0U w l�n ¢ ¢ Z ow0 Q w Farmingville NY 11738 0 v, ¢ 0} pz Ucn¢¢ oNQz o� �� F za J =Z UJ , , WORK L)C) fn = oJo �o� ogQ� �Ofoa Z�WQ ~wm �� a `-'� Qms ZKW �WM YF- (631) 320 - 3305 FAC FIRE ALARM COMMUNICATOR (CELLURAL AND/OR INTERNET PROTOCOL) COPE }- o oUW� In a U o N ¢Q 0Q N U o F-� �- C� oar- ooF- ozd¢ °gym o(nW0 0�a� Uv>z =� . zz �zZ i.izZ tom a�� ZZm �p a WOW W J �� U�Q¢ NU Wvi—Q --�¢Q 5Q¢ J¢¢ Z ¢JW Q� N= ?- FIRE ALARM PHOTOELECTRIC SMOKE DETECTOR o�o oa o ova >¢``' >-'-F- J U wo ¢ n a m c�ow U¢t,, wcnw \c� = w �� Z ¢ mO Y�� _¢� w¢� _¢� Q MEP EnglWeer: ao= �pw a< ofO o �vv a cnw Q ¢v W > 5 05 ¢ � W= �o F- W O CO- O F- O Z Z-O a. O O F- ,J J p F— SA A DENOTES ABOVE HUNG CEILING az� aza a� az -< U- 0Z�¢ �UZ� NQ0 ��U NFU - 0 J�� 0zo QNS �� o INSTALLATION OF A MANUAL AND AUTOMATIC SMOKE DETECTION FIRE ALARM SYSTEM. Q¢o Q`t o °aoo QQS = ¢o o V)Q 9 z F-z Q z Z0 zo �zc� M Emtec Consulting Engineers DPC �� a'Z Z� �O U z F- W O O F- Op wZ wz WZ Q OO Z~ zw0 J MULfI-CRITERIA FIRE AND CARBON MONOXIDE DETECTOR INSTALLED ON o= �o- �'-QU wo= v Q Q '_ a v� z W Q ��n �� '_ �� w o= �Wwc� �__ ¢N 3555 Veterans Memorial Highway, Suite M ��co SOUNDER BASE FOR LOCAL NOTIFICATION _ _ _ SYSTEM INPUTS ¢¢� Q�UZ N Z J _ Z J J 9z V) 0 V O V)F-0 U oMF-z C F0=) w 5 Uw �0 Q SZ�o ZU0 z �Z z N z¢�Q zCr=a zaC z¢~ zod~ 0w0 �L>0 0000 vwia o U O U U_O� U = trZ�_ ZZ= irz�Z a0 irw0 owo Zwo w~= =mac~» 2Z= �¢ w R FIRE ALARM SMOKE DETECTOR WITH SENSOR FOR DUCT. Z Z. " Z N " < o ��U F-MM F-MM F-om W�F- NW¢m �QF- Uo Ronkonkoma NY 11779 Q_F- a_= Q cn z m ¢_F- o F-Q¢� F-¢F-¢ F-Q F-cn F- (63 I) 3 5 6 - 2 17 6 S R = RETURN AIR; S= SUPPLY AIR � AREA SMOKE DETECTOR � ® � � � � � ® Surveyor �(Ri FIRE ALARM REMOTE INDICATOR LAMP - WALL MOUNT 2 AREA HEAT DETECTOR 0 0 0 0 0 0 0 0 Nathan Taft Corwin 75 FIRE ALARM HORN/STROBE - WALL MOUNT. 3 MANUAL PULL STATION 00 0 0 0 0 158G Main Road, NUMBER DENOTES MINIMUM CANDELA OUTPUT 4 DUCT SMOKE DETECTOR 0 0 0 0 0 0 0 0 Jame5port, NY 1 1947 75 FIRE ALARM STRE - WALL MOUNT.NUMBER DENOTEOSBMINIMUM CANDELA OUTPUT 5 DE ARECAR A MONOXIDE 0 0 0 0 0 0 (631) 727 - 2090 75 FIRE ALARM SPEAKER/STROBE - SPRINKLER SYSTEM WATER 2W NUMBER DENOTES MINIMUM CANDELA OUTPUT AND WATTAGE OUTPUT SPRINK6 FLOW SWITCH 0 0 0 0 0 0 0 0 Project Name 7 TAMPER SWITCH ER TEM 0 0 0 ADDRESSABLE SINGLE OR DUAL INPUT MONITOR MODULE 8 FFIR LURE ALARM AC POWER 0 0 0 0 ® 5775 W Mill Road cR ADDRESSABLE CONTROL RELAY 9 FIRE BATTERY ALARM SYSTEM LOW 0 0 0 0 0 O OPEN CIRCUITCIRCUIT OR GROUND 0 0 0 0 0 Project Addre55 MR AUXILIARY RELAY 11 COTIFICA ION APPLIANCE ® Q RCUIT5775 WMill Rd, END OF LINE RESISTOR Mattituck, NY 11952 0 FLOW DETECTOR/SWITCH 1. BUILDING IS EQUIPPED WITH EXISTING LOCAL FIRE DEPARTMENT AUTHORITY HAVING JURIDSICTION INSPECTED AND APPROVED FIRE ALARM SYSTEM, WHICH OPERATES PER THE AUTHORITY APPROVED INITIATION, NOTIFICATION, AND REPORTING SEQUENCES. Project Type SS VALVE SUPERVISORY SWITCH 2. CONTRACTOR SHALL COORDINATE WITH BUILDING FIRE ALARM SERVICE VENDOR FOR PROGRAMMING AND VERIFY THAT THE ABOVE SEQUENCE OF OPERATION DEVICES NOT CONFLICT WITH THE EXISTING MODIFIED SYSTEM. Renovation Ps PRESSURE DETECTOR/SWITCH Q MANUAL PULL STATION FIRE ALARM SYSTEM I 0 MATRIX Rev15101`15 07-16-22 ISSUED FOR SCHEMATIC DESIGN Q FIRE ALARM HEAT DETECTOR 1 1-04-22 ISSUED FOR PERMIT ANSUL ANSUL SYSTEM NOTE: NOT ALL SYMBOLS ARE USED IN DRAWINGS BUILDING LOCATION 2: xPri M. •�. `� ., t raL x v, mr• r a., n.. E4,,M1 M, u• wrn,.+w, ,., rs... s S o� THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND LOCATION MAP AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. SCALE: N.T.S. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title F IRE ALARM DRAWING LIST GENERAL NOTE5 DRAWING NO. TITLE 5CTM# 1000-106-6-3 APP No: FA-001 FIRE ALARM GENERAL NOTES 5CDH5 No.: JM2 #: 2022-o642 FA-002 FIRE ALARM GENERAL NOTES Planning #: _ DATE: 5/3/2022 FA-101 FIRE ALARM FIRST FLOOR PLAN SEAL f SIGNATURE: DESIGNED BY: JH FA-102 FIRE ALARM 2ND FLR &ATTIC PLANS CHECKED BY: AR5 FA-501 FIRE ALARM DETAILS OF NEtV FA-601 FIRE ALARM RISER DIAGRAM R.Sp rO•�f- SCALE: As indicated o FA-701 FIRE ALARM SPECIFICATIONS (NOT ISSUED * �o ' '�K <�2 � o * DWG No: �O^R� 534 5 ��y 4�� = FA001 �'E S SID "It is a violation of the State Education Law for any person, Architectof Kecora: 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 ima FIRE ALARM GENERAL NOTES' 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 arc e c u r 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 1. ALL WORK SHALL BE IN ACCORDANCE WITH LATEST VERSION OF BUILDING CODE OF NEW YORK STATE, LOCAL AUTHORITY HAVING JURISDICTION in accordance with applicable codes. 2410 NORTH OCEAN AVENUE ORDINANCE, NFPA 72 AND NATIONAL ELECTRIC CODE REQUIREMENTS. 5UITE 300 2. ALL NEW FIRE ALARM EQUIPMENT, DEVICES AND APPLIANCES SHALL BE UL LISTED AND AS SPECIFIED ON SYMBOL LIST ON THIS DRAWINGS SET. FARMINGVILLE, NY, 11735 3. ALL FIRE ALARM CIRCUITS SHALL BE SIZED TO A MAXIMUM OF 80% OF CAPACITY. T I G31 .320.3305 FI G31 .320.3307 4. ALL FIRE ALARM CIRCUITS SHALL BE WIRED USING NFPA CLASS A; STYLE 6, WITH THE EXCEPTION OF THE NETWORK CIRCUIT WHICH SHALL BE NFPA Applicant: CLASS X. ALL NOTIFICATION APPLIANCES SHALL BE WIRED USING NFPA CLASS B STYLE Z CIRCUIT TYPE. T-TAPPING IS NOT ALLOWED FOR ALL Anthony Martignetti CIRCUIT CLASSES. 8 East 92nd 5t, Apt 3 5. ALL LOW VOLTAGE FIRE ALARM CONDUCTORS SHALL BE PROTECTED BY EITHER BUILDING CONSTRUCTION OR CONDUIT TO 10 FEET ABOVE THE New York, NY 10128 FINISHED FLOOR. FIRE ALARM CONDUCTORS LOCATED IN LOADING DOCKS, GARAGES, MECHANICAL, ELECTRICAL ROOMS OR IN OTHER LOCATION WHEN (317) 535 - 3777 SUBJECT TO MECHANICAL DAMAGE SHALL BE ENTIRELY IN RIGID CONDUIT OR EMT. IN ALL OTHER AREAS, WIRE MAY BE RUN WITHOUT CONDUIT ABOVE 10 FT AND SHALL BE FASTENED TO BUILDING WALL OR CEILING EVERY 3 FEET OR LESS, UNLESS OTHERWISE NOTED. Architect of Record : 6. CONDUITS MAY NOT ENTER THE TOP OF ANY FIRE ALARM EQUIPMENT CABINET. FIRE ALARM SYSTEM FILING AND INSPECTION NOTES: JM2 Architecture, PC 24 I 0 North Ocean Ave, Suite 300 7. ALL FIRE ALARM EQUIPMENT SHALL BE INSTALLED WITH AESTHETICS IN MIND. CABINETS SHALL BE SEMI FLUSH MOUNTED AND CABLE TRAYS SHALL BE 2410g North NY, I Ave, HIDDEN. farmin738 1. INSTALLING CONTRACTOR IS RESPONSIBLE TO FULFILL FIRE MARSHALL REQUIREMENTS FOR PROPER FILING OF THIS (G31) 320 - 3305 8. ALL FIRE ALARM CABINETS AND SYSTEM JUNCTION BOXES PLATES SHALL BE PAINTED RED. ALL FIRE ALARM CABINETS SHALL BE CLEARLY LABELED PROJECT APPLICATION AND OBTAIN THE AUTHORITY HAVING JURISDICATION (AHJ) PERMIT PRIOR STARTING INSTALLATION WITH ENGRAVED LABEL. WORK. ALL COST ASSOCIATED WITH THIS PROCESS IS THE CONTRACTOR RESPONSIBILITIES. MEP Engineer: 2. THIS CONTRACTOR SHALL PREPARE THE LOCAL AHJ COMPLAINT FILING DRAWINGS, BATTERY CALCULATIONS AND EQUIPMENT Emtec Con5ulting Engineers DPC 9. EACH FIRE ALARM DEVICE AND/OR APPLIANCES SHALL BE LABELED WITH ITS DIGITAL ADDRESS USING 'P-TOUCH' WHITE TAPE AND BLACK LETTERS. CUT SHEETS AND SUBMIT TO THE LOCAL AHJ OFFICE. 3555 Veterans Memorial Highway, Suite M 10. ALL REMOTE LAMPS SHALL BE LABELED USING 'P-TOUCH' LABEL CONTAINING THE ASSOCIATED FA DETECTOR INFORMATION (DIGITAL ADDRESS) AND ITS Ronkonkoma, NY 1 1779 LOCATION. 3. LOCATIONS OF ALL FIRE ALARM EQUIPMENT, DEVICES AND APPLIANCES SHALL BE SUBJECT TO THE LOCAL AHJ VERIFICATION (63 I) 35G - 2 17G AND APPROVAL. IF ANY CHANGES/ADDITIONS MUST BE MADE TO FILING DRAWINGS, OR IF THE FILING PACKAGE IS REJECTED 11. ALL FIRE ALARM WIRES SHALL BE CLEARLY LABELED IN JUNCTION BOXES AND CABINETS. ALL TERMINALS SHALL BE NUMBERED AND LABELED. ALL BY LOCAL AHJ, THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT THE SUBMITTAL AND RE-FILE. ALL COST Surveyor: CONNECTIONS SHALL BE EITHER SOLDERED, APPROVED TERMINAL STRIPS OR SCOTCH LOCKS. ASSOCIATED WITH THIS PROCESS IS THE CONTRACTOR RESPONSIBILITIES. Nathan Taft Corwin IF ANY CHANGES ARE MADE TO FIRE ALARM SYSTEM DURING INSTALLATION PHASE, AS BUILT PLANS SHALL BE PREPARED 158G Main Road, 12. WHEN PENETRATING THRU 1-HR OR 2-HR FIRE RATED WALL, CEILING OR FLOOR, THE FIRE ALARM CIRCUIT SHALL BE SUBJECT TO FIRE STOPPING 4. BY THE CONTRACTOR AND RE-FILED WITH THE LOCAL AHJ PRIOR THE AHJ SYSTEM INSPECTION. Jamesport, NY 11947 REQUIREMENTS AND SHALL BE ENCLOSED IN CONDUIT. UTILIZE APPROVED UL FIRE STOPPING METHOD. REFER TO FA-501.00 FOR REFERENCES. (G31) 727 - 2090 13. FIRE ALARM CABLES SHALL NOT BE MIXED WITH NON FIRE ALARM CABLING. LOW VOLTAGE FIRE ALARM CABLING SHALL NOT BE MIXED OR WIRED 5. UPON COMPLETION OF THE FIRE ALARM SYSTEM INSTALLATION THIS CONTRACTOR SHALL SCHEDULE WITH ENGINEER OF NEAR ANY AC CIRCUIT. RECORD AND PERFORM THE FIRE ALARM SYSTEM VERIFICATION PRE-TEST. THE LOCAL AHJ SYSTEM ACCEPTANCE TEST SHALL NOT BE SCHEDULED, UNTIL THE SUCCESSFUL PRE-TEST HAS BEEN COMPLETED AND WITNESSED BY ENGINEER OF Project Name 14, JUNCTION OR BACK BOXES FOR ALL FA EQUIPMENT, DEVICES AND APPLIANCES SHALL BE RECESSED AND CABLES CONCEALED IN SPACES WITH RECORD. GYPSUM WALLS, AND GYPSUM OR HUNG CEILING. 6. AFTER SUCCESSFUL SYSTEM TESTING AND APPROVAL BY THE LOCAL AHJ, THE FIRE ALARM SYSTEM INSTALLER SHALL 5 775 W Mill Road 15. ALL LOW VOLTAGE WIRING SHALL BE FPLP 150 DEGREE C CERTIFIED WIRE. ALL NOTIFICATION CIRCUITS SHALL BE A MINIMUM OF 14 AWG AND ALL PROVIDE OWNER WITH (1) ONE FULL SIZE PRINT SET OF AS-BUILT DRAWINGS AS WELL AS ITS AutoCAD DRAWINGS FILES. INITIATION FIRE ALARM CIRCUITS SHALL BE 16 AWG MINIMUM. p 16. POLARITY SHALL BE OBSERVED ON ALL CIRCUITS. T-TAPPING SHALL NOT BE ALLOWED ON ANY NOTIFICATION CIRCUITS (HORN, STROBE OR SPEAKER). Project Address ct 775 W Mill Rd, 17. ALL WIRING SHALL BE INSPECTED TO ASSURE THERE ARE NO OPENS, SHORTS OR EARTH GROUNDS. PERFORM PRE-TESTING AND TESTING PER NFPA 72 Mattltuck, NY 1 1952 1 E. SHIELDED CONDUCTORS OR RUNNING IN SEPARATE RACEWAY SHALL BE AS INSTRUCTED BY THE FIRE ALARM MANUFACTURER'S DOCUMENTATION. ALL Project Type NON-POWER LIMITED WIRING, INCLUDING CIRCUITS FOR CENTRALIZED AMPLIFIERS SHALL BE RUN IN A SEPARATE RACEWAY. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST PRINTING AND 202ONYSRC, 1ST PRINTING. Renovation 19. FIRE ALARM EQUIPMENT SHALL BE POWERED FROM DEDICATED CIRCUIT BREAKER IN DESIGNATED ELECTRICAL PANEL. THE CIRCUIT BREAKER SHALL BE IDENTIFIED AS "FIRE ALARM CONTROL PANEL" UTILIZING RED NAMEPLATE WITH ENGRAVED WHITE LETTERS. ALL WIRING SHALL BE #12 MINIMUM THHN OR EQUIVALENT RUN IN %" INCH EMT/RGS AND IN ACCORDANCE WITH NEC REQUIREMENTS. EQUIPMENT GROUNDING WIRE SHALL BE #12 MINIMUM. I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT PROVIDE LABEL ON BACK OF FACP DOOR INDICATING POWER FEED SOURCE, LOCATION AND CIRCUIT BREAKER NUMBER. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS Revisions 20. FIRE ALARM CONTROL PANEL AND OTHER FIRE ALARM SUB-SYSTEM CONTROL EQUIPMENT SHALL BE PROVIDED WITH SECONDARY POWER SOURCE IN AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. 07-18-22 155UED FOR 5CHEMATIC DE51GN FORM OF DEDICATED STORAGE BATTERIES. THE SECONDARY POWER SOURCE SHALL MEET REQUIREMENTS OF APPLICABLE VERSION OF NFPA 72. AT 1 1-04-22 155UED FOR PERMIT MINIMUM IT SHALL HAVE SUFFICIENT CAPACITY TO OPERATE FIRE ALARM SYSTEM UNDER QUIESCENT LOAD FOR A MINIMUM OF 24 HOURS AND THEN OPERATE THE SYSTEM DURING EMERGENCY CONDITION FOR PERIOD OF 15 MINUTES AT MAXIMUM CONNECTED LOAD. PROVIDE ALL NECESSARY BATTERY CALCULATION FOR AHJ AND ENGINEER OF RECORD REVIEW AND APPROVAL. 21. REQUIRED 24 VDC POWER TO ALL ADDRESSABLE CONTROL RELAYS SHALL BE PROVIDED FROM FIRE ALARM CONTROL PANEL. 22. PROVIDE INDEPENDENT AND DEDICATED 120VAC POWER TO ALL MOTORIZED FIRE SMOKE AND/OR SMOKE DAMPERS. POWER CIRCUIT SHALL BE OBTAINED FROM LOCAL ELECTRICAL PANEL(S) WITH SPARE OR SPACE CAPACITY. HE FSD's AND/OR SD's ARE FURNISHED BY OTHER TRADE AND WIRED BY THIS CONTRACTOR. IF THE MOTORIZED DEVICES PROVIDED OPERATE ON VOLTAGE OTHER THAN 120VAC, THIS CONTRACTOR SHALL PROVIDE DEDICATED 120VAC ALONG WITH APPROPRIATE VOLTAGE POWER SUPPLY (INCLUDING A STEP DOWN TRANSFORMER(S)) ACCORDINGLY. 23. FACP SHALL BE EQUIPPED WITH A DIGITAL COMMUNICATOR FOR AUTOMATIC COMMUNICATION WITH AN APPROVED CENTRAL STATION DESIGNATED BY OWNER. THE DIALER SHALL BE CAPABLE OF COMMUNICATE FOLLOWING EVENTS: FIRE ALARM, CARBON MONOXIDE ALARM, MANUAL STATION ACTIVATION, SUPERVISORY, AND TROUBLE. REFER TO FIRE ALARM 1/0 MATRIX FOR REQUIREMENTS AND DETAILS. 24. ALL CEILING MOUNT DEVICES MUST BE SECURELY FASTENED TO BUILDING STRUCTURE OR CONSTRUCTION FIXED ELEMENTS. 25. DUCT MOUNTED SMOKE DETECTORS SHALL BE MOUNTED ON DUCTWORK IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. AIR SAMPLING TUBE MUST PENETRATE ENTIRE WIDTH OR DEPTH OF THE AIR DUCT. ALL DUCT DETECTORS SHALL BE PROVIDED WITH A REMOTE LED WHEN CONCEALED OR NOT VISIBLE WHILE STANDING ON FLOOR BELOW. 26. PROVIDE ADDRESSABLE CONTROL RELAYS, AND IF NECESSARY AUXILIARY RELAYS FOR ALL HVAC AND VENTILATION EQUIPMENT DESIGNATED TO BE SHUTDOWN. FANS RESET TO BE CONTROLLED BY FIRE ALARM CONTROL PANEL. RESTART OF THE FANS SHALL OCCUR AUTOMATICALLY, UPON MANUAL RESET OF THE FIRE ALARM CONTROL PANEL. 27. NOTIFICATION WALL MOUNTED APPLIANCE SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80 INCHES AND NOT GREATER THAN THEE DRAWING5 ARE AN IN5TRUMENT OF 5ERVICE, AND 96 INCHES ABOVE THE FINISH FLOOR. WHERE LOW CEILING HEIGHT DO NOT PERMITS MOUNTING AT MINIMUM OF 80 INCHES, THE VISIBLE APPLIANCE A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. SHALL BE MOUNTED WITHIN 6 INCHES OF THE CEILING. ANY UNAUTHORIZED U5E OF THESE DOCUMENT515 IN A 28. ALL STROBE LIGHTS SHALL BE ADA AND UL-1971 APPROVED/LISTED. THE MINIMUM CANDELA AS INDICATED ON FLOOR PLAN. VIOLATION OF 5ECTION 7205 5UB-DIV15ION 2 OF THE N.Y. 29. ALL STROBE DEVICES AND STROBE ELEMENT OF AUDIBLE APPLIANCE SHALL REMAIN ACTIVE, AFTER SILENCE FUNCTION OCCURS. Drawing Title STATE EDUCATION LAW. 3C. PROVIDE NECESSARY CONTROL AND AUXILIARY RELAYS FOR FAN AND/OR OTHER EQUIPMENT SHUTDOWN, DOOR RELEASE, DAMPER CONTROL, ELEVATOR fIRE ALARM CONTROL, ETC, THEY SHALL BE WIRED A MAXIMUM OF 3 FT FROM THE CONTROLLED DEVICE. THE AUXILIARY RELAY SHALL FUNCTION WITHIN THE REQUIRED VOLTAGE AND CURRENT OF THE CONTROLLED DEVICE. SLAVE OR INTERPOSING RELAYS SHALL BE INCLUDED AND POWERED BY THE FIRE ALARM CONTROL PANEL OR INDEPENDENT DEDICATED POWER SUPPLY WHERE NECESSARY, IN A FAIL-SAFE (FIRE FUNCTION) POSITION. POWER TO THE E N E RAL NOTES INTERPOSING RELAY SHALL BE MONITORED BY THE FIRE ALARM SYSTEM. 31. PROVIDE ADDRESSABLE CONTROL RELAYS, AND IF NECESSARY AUXILIARY RELAYS FOR ALL HVAC AND VENTILATION EQUIPMENT DESIGNATED TO 5CTM# 1000-1 OG-G-3 APP No: BE SHUTDOWN. UPON FIRE ALARM CONTROL PANEL RESET, FANS RESTART TO BE IMPLEMENTED BY FIRE ALARM CONTROL PANEL. EACH AFFECTED FANS SHALL HAVE DEDICATED PUSH-BOTTON CONTROL AT THE FACP AND BE RESTARTED MANUALLY. 5CDH5 No.: JM2 #: 2022-0642 32. FIRE ALARM SYSTEM (FACP) SHALL BE EQUIPPED WITH AN ALARM VERIFICATION FEATURE TO REDUCE UNWANTED ALARM SIGNALS FROM TRANSIENT Planning #: DATE: 5/3/2022 CONDITION(S). THE ALARM VERIFICATION IS APPLICABLE ONLY TO SMOKE DETECTORS. 33. UPON THE PROJECT COMPLETION, THE INSTALLING CONTRACTOR SHALL PREPARE AS-BUILT FIRE ALARM DRAWINGS AND FURNISH THEM IN DIGITAL SEAL it SIGNATURE: DESIGNED BY: A FORM (PDF Format) TO THE PROJECT ENGINEER AND VERIZON ALONG WITH CUT SHEETS, AS PART OF CLOSE-OUT PACKAGE. THE DRAWINGS MUST CHECKED BY: ARS CONTAIN FLOOR PLANS AND RISER DIAGRAM WITH ALL FIRE ALARM EQUIPMENT DEVICES AND APPLIANCES INDICATED ALONG WITH THEIR DIGITAL Of NEtV ADDRESSES. �Q�C� R.So, 5AALE: A5 indicated 2- 34. INSTALLING CONTRACTOR SHALL FULFILL ALL LOCAL TOWN AND AHJ REQUIREMENTS FOR PROPER FILING OF PROJECT APPLICATION. HE/SHE IS C.) zO �n �i- * DWG No: RESPONSIBLE TO PREPARE FILING DOCUMENTS (DRAWINGS, CUT SHEETS AND CALCULATIONS) AND FILE IT WITH LOCAL AHJ. ALL COST W ASSOCIATED WITH THIS PROCESS, INCLUDING PERMIT AND FILLING, IS THE CONTRACTOR RESPONSIBILITIES. �� LU Aft 053455 ROFESS10 FA "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 AV 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." �� i[ e c t u r e P.c. This plan is approved only for the work indicated on the 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 F) G31 .320.3307 �1 930 -- I -----------,j Applicant: 1 Anthony Martignetti 8 East 92nd St, Apt 3 New York, NY 10128 (917) 535 - 3777 DINING Architect of Record : CO95F JM2 Architecture, PC r-�c 75 OPEN 2410 North Ocean Ave, Suite 300 KITCHEN Farmingville, NY, I 1738 (SEE A-5) (G31) 320 - 3305 la 0 ° MEP En9 l neer: SERVER j BATH Emtec C0115ultmg Engineers DPC 5TATI ON- ? ° O 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 1 1779 15 (G31) 35G - 217G i —Epll V ' Surveyor 4- ---- —. ` I Nathan Taft Corwin I 155G Main Road, JJ 15 i JameSport, NY I 1947 (G3 I) 727 - 2090 6AT1 BATf1 11A,LL Project Name TABLE SEATING 5775 W Mill Road DOCK (45 SEATS) s 30 El Project Addre55 5775 WMill Rd .00FED OVER PATIO .u.,.,.,y l i Mattituck, NY 1 1952 ( I FOYER Project Type ° l BAR A.PEA O � 1 F 0195 F i Renovation I �' "BAR(I 0`SEATS) I ; j Revi5ion5 ,q ` III I 07-15-22 ISSUED FOR SCHEMATIC DE51GN WOOD DECK LIFT `, 1 ! - 1 1-04-22 ISSUED FOR PERMIT ------ -- - - F k SHEET NOTES \✓�� ---_-- --f C 3 3 1 1 I- _r ENTRY H05T 1. ALL EQUIPMENT IS NEW, UNLESS OTHERWISE. 1 75 2. PROVIDE ALL NECESSARY WIRING AND ACCESSORIES AS � FacP REQUIRED FOR A COMPLETE OPERABLE SYSTEM. CONTRACTOR . ._1$ — � SHALL PROVIDE ALL NECESSARY COMPONENTS SUCH AS WP 175 RELAYS, MODULES, SUPPLEMENTARY INTERFACE / EXPANDER PANEL, STROBE & HORN MODULES, ETC. AS REQUIRED. RAMP 3. ALL EXPENSES FOR WORK REQUIRED TO BE PERFORMED BY _ THE EURRENT BUILDING FIRE ALARM CONTRACTOR SHALL BE INCLUDED AS PART OF THIS BID PROPOSAL. WP K 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIRST FLOOR PLAN SCHEDULING, COORDINATING AND TESTING THE SYSTEM TO THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND ENSURE THAT NEW EQUIPMENT OPERATES AS A COMPLETE SCALE: 1/4" = 1 '-0" OPERABLE SYSTEM. A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 5. SPEAKER/STROBES SHALL BE OF A SUFFICIENT WATTAGE, ANY UNAUTHORIZED USE OF THE5E DOCUMENTS IS IN A TAPPED TO PROVIDE AT LEAST A 15dB ABOVE AMBIENT VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. AUDIBLE SIGNAL. STATE EDUCATION LAW. 6. ADD NEW ADDITIONAL FLOOR DEVICES & END LINE RESISTORS Drawing Title AS REQUIRED. THE CONTRACTOR SHALL COORDINATE WITH f IRE ALARM FIRE ALARM MAINTENANCE CONTRACTOR AND PROVIDE ADDITIONAL LOOPS AS REQUIRED.7. COORDINATE EXACT INSTALLATION LOCATION OF ALL FIRE f f ( R5T LOOK PLAN ALARM INITIATION AND NOTIFICATION DEVICES AND EQUIPMENT IN FIE=LD. REFER TO DETAIL(S) ON DRAWING FA5.1. 5CTM# 1000-I OG-G-3 APP No: 8. COORDINATE FINAL LOCATION OF ALL FIRE ALARM DEVICES 5CDH5 No.: JM2 #: 2022-OG42 AND ASSOCIATED EQUIPMENT WITH MECHANICAL, PLUMBING AND SPRINKLER SYSTEM(S) WITH RESPECTIVE TRADES PRIOR Planning #: DATE: 5/3/2022 TO INSTALLATION. 9. SPRINKLER, FLOW AND TAMPER SWITCHES CONNECTED TO SEAL � SIGNATURE: DESIGNED BY: Jh MAIN FACP ARE LOCATED IN REMOTE AREA. CHECKED BY: ARS Of N E i'V �Q"Lti " R.sot r��, SCALE: A5 indicated * Q �o * VG No: N u, An +u R 053 r�5 ROPES ' "It is a violation of the State Education Law for any person, rc I ect of Kecor 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 ima or her signature and the date of such alteration, and a specific description of the alteration:' Eplitecture P.c. This plan is approved only for the work indicated on the 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 1738 T I G31 .320.3305 F G31 .320.3307 Applicant: Anthony Marti9netti 8 East 92nd 5t, Apt 3 ----- New York, NY 10125 I r O I L A I I Architect of Record : J JM2 Architecture, PC 0 O 2410 North Ocean Ave, Suite 300 i i =� ' Farmingville, NY, 1 1735 (G31) 320 - 3305 L _ L ng Room 0 `-----------J MEP Engineer: Ali, i Emtec Consulting Engineers DPC 3555 Veterans Memorial Highway, 5ulte M ------------ ------ -------- Ronkonkoma, NY 11770 I I (G31) 35G - 217G I I I I I � I I 195T 5urveyor: Nathan Taft Corwin I I DN 158G Main Road, I REF °'w Jame5port, NY 1 1947 75 PRO"'50G ; v (G3 I) 727 2090 117 cL. Project Name 0 UN 5775 W Mill Road Bathroom f ALL — -- -- rlvvh -- Protect Address 0 E ---- 5775 W Mill Rd[ j , _ o UP Mechanical ' M attituck, NY 1 1952 Project Type Renovation Goya B'-DROOM .:.. 30 DN 0 0 C) Revi510n5 Master Bathroo. 07-1 8-22 155UED FOR SCHEMATIC DE51GNAT "IC PLAN 1 1-04-22 155UED FOR PERMITcL sr1ELVEs SCALE: 1/4" = 1 '-0" i i O 0 BEDROOM BEDROOM SHEET NOTES 30 1. ALL EQUIPMENT IS NEW, UNLESS OTHERWISE. j 2. PROVIDE ALL NECESSARY WIRING AND ACCESSORIES AS III'i REQUIRED FOR A COMPLETE OPERABLE SYSTEM. CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS SUCH AS __ RELAYS, MODULES, SUPPLEMENTARY INTERFACE / EXPANDER --=_ i--_- — PANEL, STROBE & HORN MODULES, ETC. AS REQUIRED. 3. ALL EXPENSES FOR WORK REQUIRED TO BE PERFORMED BY THE CURRENT BUILDING FIRE ALARM CONTRACTOR SHALL BE INCLUDED AS PART OF THIS BID PROPOSAL. THE5E DRAWING5 ARE AN IN5TRUMENT OF 5ERVICE, AND 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. SECOND FLOOR PLAN SCHEDULING, COORDINATING AND TESTING THE SYSTEM TO ANY UNAUTHORIZED USE OF THE5E DOCUMENT5 15 IN A ENSURE THAT NEW EQUIPMENT OPERATES AS A COMPLETE VIOLATION OF 5ECTION 7209 5UD-DIV15ION 2 OF THE N.Y. SCALE: 1/4" = 1 '-0" OPERABLE SYSTEM. 5TATE EDUCATION LAW. 5. SPEAKER/STROBES SHALL BE OF A SUFFICIENT WATTAGE, Drawing Title TAPPED TO PROVIDE AT LEAST A 15dB ABOVE AMBIENT AUDIBLE SIGNAL. F IRE ALARM 6. ADD NEW ADDITIONAL FLOOR DEVICES & END LINE RESISTORS AS REQUIRED. THE CONTRACTOR SHALL COORDINATE WITH 2ND I'LK � ATTIC PLANS FIRE ALARM MAINTENANCE CONTRACTOR AND PROVIDE ADDITIONAL LOOPS AS REQUIRED. 5CTM# 1000-1 OG-G-3 APP No: 7. COORDINATE EXACT INSTALLATION LOCATION OF ALL FIRE ALARM INITIATION AND NOTIFICATION DEVICES AND EQUIPMENT 5CDH5 No.: JM2 #: 2022-OG42 IN FIELD. REFER TO DETAIL(S) ON DRAWING FA5.1. _ 8. COORDINATE FINAL LOCATION OF ALL FIRE ALARM DEVICES ANE Planning #: DATE: 513/2022 ASSOCIATED EQUIPMENT WITH MECHANICAL, PLUMBING AND 5EAL � SIGNATURE: DE51GNED BY: A SPRINKLER SYSTEM(S) WITH RESPECTIVE TRADES PRIOR TO INSTALLATION. ..` CHECKED BY: ARS or- NE IV 9. SPRINKLER, FLOW AND TAMPER SWITCHES CONNECTED TO MAIN tea'% R.So r0,p SCALE: A5 indicated � FACP ARE LOCATED IN REMOTE AREA. �q * ITTtiQ * VG No: f � cc r tt u, H ft JA) � 05s S� �� IAm ��F1+SSI�� i 1 oAh 2 "It is a violation of the State Education Law for any person, Architect 0 ecor : ULIcUL System No. W-L-1164 NOTES: unless he or she is acting under the direction of a licensed F Ratings - 1 and 2 Hr (See Items 1 and 4) professional engineer to alter an item in anyway, on this T Ratin - 0 Hr drawing and/or in this specification in anyway. If any such g item is altered, the altering engineer shall affix to the item 1 1. All penetrations through rated walls, including but not limited to Boiler Rooms, Mechanical his or her seal and the notation "altered by" followed by his i M 4 or her signature and the date of such alteration, and a Equipment Rooms and Rated Shafts shall be fire stopped per details sheets included in this specific description of the alteration." �� itecture I?C. r—► A z This plan is approved only for the work indicated on the 1 drawing set. Refer to Architectural drawings for all wall ratings. Detail sheets show only a few application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC 3 common applications however, they do not show all applications. Contractor must use only in accordance with applicable codes. 2410 NORTH OCEAN AVENUE firestop products that have been UL 1479 or ASTM E 814 tested for specific fire-rated SUITE 300 construction conditions conforming to construction assembly type, penetrating item type, FARMINGVILLE, NY, 11738 annular space requirements, and fire-rating involved for each separate instance. T I G31 .320.3305 FI G31 ,320.3307 A 2. Details shown are typical details. If field conditions do not match requirements of typical Applicant: 2 4 details, approved alternate details shall be utilized. Field conditions and dimensions need to be Anthony Martignetti verified for compliance with the details, including but not limited to the following: * Minimum 8 East 92nd 5t, Apt 3 and maximum Width of Joints * Type and thickness of fire-rated construction. The minimum New York, NY 10128 assembly rating of the firestop assembly shall meet or exceed the highest rating of the adjacent (317) 535 - 3777 SECTION A-A construction. Architect of Record : 3. If alternate details matching the field conditions are not available, manufacturer' JM2 Architecture, PCs engineering 2410 North Ocean Ave, Suite 300 1. Wall Assembly The 1 or 2 hr fire—rated gypsum wallboard/stud wall assembly shall be constructed of the materials judgment drawings are acceptable. Drawings shall follow the International Firestop Council Farmmgville, NY, 1 1736 and in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory (IFC) Guidelines for Evaluating Firestop Systems Engineering Judgments. (G31) 320 - 3305 and shall include the following construction features: A. Studs —Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 4. References: 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 MEP Engineer: studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all �k sides using lengths of steel stud installed between the vertical studs and screw attached to the steel studs at 2013 Underwriters Laboratories Fire Resistance Directory, Volumes 1 & 2 Emtec Consulting Engineers DPC 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 * NFPA 101 Life Safety Code 3555 Veterans Memorial Hi hWa , SUIte M penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. clearance is Y g y present between the penetrating item and the framing on all four sides. * NFPA 70 - National Electric Code Ronkonkoma, NY 1 1775 B. Gypsum Board — The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation ^ shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam * All governing local and regional building codes (G31) 35G - 217G of opening in steel stud walls is 32in.. Max diam of openings in wood stud walls is 14-1/2 in. g g g g SUrve or: The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is Y installed. 5. Firestop System installation must meet requirements of ASTM E-814 (UL 1479) tested Nathan Taft Corwin 2. Steel Sleeve — Nom 32 in. diam (or smaller) Schedule ye (or heavier) steel pipe sleeve friction fit in nom 32 in. assemblies that provide a fire rating equal to that of construction being penetrated. 158G Main Road, diam circular opening cut through gyp—sum wallboard layers. Length of steel sleeve to be equal to thickness of wall. p g q g p 3. Through—Penetrant — One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the 6. All rated through-penetration assemblies shall be prominently labeled with the followingJamesport, NY 11947 firestop system. The annular space between pipe, conduit or tubing and the steel sleeve shall be min of 0 in. (point p y (G31 contact) to max 1-7/8 in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The information: ) 727 - 2090 following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. * ATTENTION: Fire Rated Assembly B. Iron Pipe — Nom 30 in. diam (or smaller) service weight (or heavier) cast iron soil pipe or Class 50 (or heavier) Project Name ductile iron pressure pipe. * UL System # * Products used C. Conduit — Nom 4 in. diam (or smaller) steel electrical metallic tubing. y 1 ) D. Copper Tubing — Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. * Hourly Rating (F-Rating) 5775 W MIII Road E. Copper Pipe — Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. 4. Fill, Void or Cavity Material*—Sealant — Min 5/8 in. and 1-14 in. thickness of fill material applied within annulus, * Installation Date flush with both surfaces of wall assembly for 1 or 2 hr rated walls, respectively. Min 1/2 in. diam bead of caulk applied to the penetrant/wallboard interface at the point contact location on both sides of wall. 7. For outlet boxes requiring protection, use only Wall Opening Protective Materials, category Project Address CLIV as classified by Underwriter's Laboratories, Fire Resistance Directory (Volume 1.) 5775 W MIII Rd, FIRESTOP OF METAL PIPING THROUGH Mattltuck, NY 1 195 2 GYPSUM RATED WOOD OR STEEL WALL DETAIL Project Type N.T.S. Renovation FIRE � FIRE Revisions PUSH 07-1 8-22 155UED FOR SCHEMATIC DE51GN PULL 1 1-04-22 155UED FOR PERMIT 15'-0" MAX. (EXCLUDING CORRIDORS 4" CEILING (OPEN OR ATC) LESS THAN 10'-0" WIDE) AUDIO/VISUAL AND MIN 3' AWAY ACCEPTED HERE 4" 6 MIN. (SEE GENERAL NOTE 1 ) 12" MAX. VISUAL ONLY DEVICES I CEILING MOUNTED A/C SUPPLY OR RETURN _� ( ) LIFT HERE SMOKE/HEAT DETECTOR DIFFUSER NEVER HERE OR CARBON MONOXIDE DETECTOR NOTES: WALL MOUNTED 1 . REFERENCE SPECIFICATIONS FOR REQUIREMENTS, DETAILS TO EXIT DOOR SMOKE/HEAT DETECTOR AND SIGNAGE. 5'-0" (MAX.) FIRE ALARM SYNCHRONIZE MORE THAN TWO CONTROL PANEL J APPLIANCES IN ANY FIELD OF VIEW. CO ALARM 96 MAX (NFPA) TYPICAL PULL STATION DETAIL ABOVE FINISHED LCD SCALE: NONE FLOOR DOOR DISPLAY MIN 6'-6"AFF & BOTTOM OFF FINAL MOUNTING HEIGHT CONTROL THESE DRAWINGS ARE AN INSTRUMENT OF 5ERVICE, AND BOTTOM ANN LENSES TO BE VERIFIED BY FINISHED WALL A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. BUILDING MANAGER -- 0—n ANY UNAUTHORIZED U5E OF THE5E DOCUMENT515 IN A UNLESS OTHERWISE 0 60" MIN. 60" "' VIOLATION OF SECTION 7205 5UB-DIV15ION 2 OF THE N.Y. NOTED BY DEVICE STATE EDUCATION LAW. MANUFACTURER. A.F.F. J4 A.F.F. Drawing Title 48" MAX. (ADA) 60" CLEAR LENS 42" MIN. (NFPA) A.F.F. " A.F.F. F F F IRE ALARM I I TYPICAL WHITE FINISHED FLOOR R R LETTERING DfTAIL5 MANUAL PULL STATION E E © d TYPICAL RED 5CTM# 1000-I OG-G-3 APP No: FACE PLATE ©GENERAL NOTES: 0 5CDH5 No.: JM2 #: 2022-OG42 1 , 6" MINIMUM IF DEVICE CANNOT BE LOCATED AS SHOWN BECAUSE CEILING Planning #: _ DATE: 5/3/2022 HEIGHT IS INSUFFICIENT. NOTE: SEAL SIGNATURE: DE51GNED BY: ih 2. DETAIL NOT INTENDED TO SHOW SPATIAL RELATIONSHIP OF DEVICES. REFERENCE FLOOR PLANS FOR ACTUAL LOCATIONS. 1 . STROBES AND HORN/STROBES ACTIVATE IN ALL °F NEB'SPACES ON BULIDING FIRE ALARM. CHECKED BY: AR S � r 3. REFER TO THE PROPER DEVICE INSTALLATION INSTRUCTIONS FOR BACKBOX MOUNTING HEIGHT. V. R.So 5CALE: A5 indicated Q. < �- * a4 �20 * DWG No: TYPICAL EQUIPMENT, DEVICES AND APPLIANCES MOUNTING HEIGHT TYPICAL NOTIFICATION DEVICE DETAIL spa o53 r,SFA b0l N.T.S. SCALE: NONE ?0,p s10 "It is a violation of the State Education Law for any person, Architect o 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 his or her seal and the notation "altered by" followed by his ima or her signature and the date of such alteration, and a specific description of the alteration." �c itecture P.c. This plan is approved only for the work indicated on the 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 I ' 1195T Applicant: ' Anthony Martignetti I AHU-1 AHU-2 AHU-3 8 East 92nd 5t, Apt 3 CR CR CR ; New York, NY 10128 R R R I (917) 535 - 3777 I Architect of Record: FOR AHU-1 FOR AHU_2 FOR AHU-3 zrCr0' __0_ JM2 Architecture, PC SHUTDOWN SHUTDOWN SHUTDOWN 2410 North Ocean Ave, Suite 300 ATTIC Farmingville, NY, 1 1738 - - - - - - - - - - - - (G31) 320 - 3305 S S MEP Engl neer: I HALL MECHANICAL LIVING Emtec Consulting Engneer5 DPC ROOM 1 BEDROOMS I 3555 Veterans Memorial Highway, Suite M I ' Ronkonkoma, NY 1 1779 30 30 75 I (G31) 35G - 217G I ; Surveyor: Nathan Taft Corwin BEDROOMS LIVING ROOM 158G Main Road, ECOND FLOOR Jame5port, NY 1 1947 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - — - - - - - - — _ � (G3 I) 727 - 2090 ' 2#12, #12GRD I I 3/4"C I Project Name I I 120V POWER I FIRE SPRINKLER 5775 W Mill Road I ' FIRE WATER MAIN 24 VDC BELL OL PS (F.B.0.) ' Project Addre55 EOL B WP 5775 W Mill Rd, TS TO SPRINKLER SYSTEM Mattituck NY 11952 111111j 1FS ALARM FLOW SWITCH I I l 195'F t F F s J s F l 195.E wM wM I Project Type ' � I ROOFED OVER BAR AREA DINING FOYER OPEN PATIO KITCHEN I Renovation i I IRevl5lon5 75 75 30 FRCP ; 07-16-22 I55UED FOR SCHEMATIC DE51GN FIRE ALARM kK11-04-22 I55UED FOR PERMIT CONTROL PANEL ROOFED RAMP BAR DINING BATH KITCHEN , wP OVER AREA ' PATIO O KEY NOTES ( SINGLE OR DUAL PATH 5 POWER SUPPLY I FIRE COMMUNICATOR FACC O , 1. PROVIDE COMBINATION SMOKE/CARBON MONOXIDE DETECTOR IN ' (CELLULAR AND/OR IP) NAPCO: UDACT TENANT SPACE. CONNECT TO EXISTING MAIN FIRE ALARM PANEL PER WITH CENTRAL STATION TO SLELTEVI-CFB I N.Y.S. BUILDING CODE OR LOCAL AHJ REQUIREMENT. COMPLY WITH NFPA 72 ' I 2. FACP SHALL BE PROGRAMMED FOR ALARM VERIFICATION FOR ALL INITIATION DEVICES TO AVOID FALSE ALARMS. 3. PROVIDE FACP ' #10 GIRD TO BLDG WITH 120V I H BUILT—IN UDACT. I STEEL FOR NYC 'I 4. PROVIDE FRCP WITH SECONDARY POWER SUPPLY (BATTERY) WITH CAPACITY MEETING THE NFPA 72 2013 SECTION 10.6.7.2.1. 2#12+1 #12GRD-3/4REQUIREMENTS. FIRE ALARM INSTALLER IS RESPONSIBLE TO C I PERFORM BATTERY CALCULATIONS AND SUBMIT TO ENGINEER FOR REVIEW. I� 5. FIRE ALARM COMMUNICATOR TO PROVIDE SINGLE PATH I FIRST FLOOR I R) WITH CENTRAL THESE DRAWINGS ARE AN INSTRUMENT Of 5ERVIC AND COMMUNICATION INTERNET PROTOCOL IP OR CELLULAR) _ _ _ E, A - - - - - -- - - - - MONITORING STATION, AS REQUIRED BY NFPA 72 AND LOCAL AHJ.- - - - - - - - - COORDINATE WITH OWNER FOR PREFERRED COMMUNICATION TYPE. IF A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. IP CONNECTION IS PREFERRED, PROVIDE ALL NECESSARY NETWORK ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A CONNECTION TO FACILITY IT INFRASTRUCTURE. VIOLATION OF SECTION 7205 5U5-DIVI5ION 2 OF THE N.Y. FIRE ALARM RISER DIAGRAM SHEET NOTES Drawing Title 5TATEEDUCATION LAW. SCALE: NOT TO SCALE 1. DEVICES SHOWN ON RISER ARE FOR REFERENCE ONLY. FOR EXACT F IRE ALARM FIRE DEVICES QUANTITY AND ITS LOCATION REFER TO FIRE ALARM FLOOR PLANS (TYPICAL). R15ER DIAGRAM 2. ALL LOW VOLTAGE FIRE ALARM CONDUCTORS SHALL BE PROTECTED R TECTED BY EITHER BUILDING CONSTRUCTION OR RGS CONDUIT TO 12 FEET ABOVE SCTM# 1000-I OG-G-3 APP No: THE FINISHED FLOOR. LOADING DOCKS, GARAGES, SUPPRESSION AND EXTINGUISHING SYSTEM WIRING, MECHANICAL AND ELECTRICAL ROOMS SCDHS No.: JM2 #: 2022 0642 AND OTHER LOCATIONS SUBJECT TO MECHANICAL DAMAGE SHALL BE IN FULL RIGID CONDUIT (RCS). IN ALL OTHER AREAS OR ABOVE INDICATED HEIGHT, NYC APPROVED FIRE ALARM WIRE MAY RUN EXPOSED (WITHOUT Planning #: _ DATE: 5�3i2o22 CONDUIT), PROVIDED IT MEETS NYC ARTICLE 760 AND CONNECTS TO 5EAL 51GNATUU: DESIGNED BY: JH BUILDING STRUCTURE USING A NYC APPROVED MEANS. 3. PROVIDE 24VAC OR 12VAC POWER SUPPLY TO ALL CONTROL RELAYS CHECKED BY: ARS FROM FACP OR DEDICATED POWER SUPPLY. of Nth' � R.3o r0,� SCALE: As Indicated 4. ALL ELECTRICAL EQUIPMENT ASSOCIATED WITH FIRE PROTECTION C.) �4� �' �92 SYSTEM AND INDICATED ON THIS DRAWING SHALL BE IN A * / i�, O * DWG No: SEPARATE RED ENCLOSURES AND LABELED PROPERLY., w 053ea5 �. FA = 601 ROFESS101, 16610 FIRE ALARM SPECIFICATION remain on until the alarm condition is reset to normal, - Temperoturei 32F to 120E (OC to 490 rC I ec 0 ecor It is a violation of the State Education Law for any person, PART 1 - GENERAL 9, Elevator lobby detectors shall recall the elevator to the primary designated floor, or if the primary - Humidity 0-93% RH, non-condensing unless he or she is acting under the direction of a licensed detector is activated then to the secondary designated floor. - Elevation no limit professional engineer to alter an item in anyway, on this 1.1 GENERAL REQUIREMENTS C, The entire fire alarm system wiring shall be electrically supervised to automatically detect and report 3, Standard Detector Mounting Bases, GE-SIGA-SB), Provide standard detector mounting bases drawing and/or in this specification in anyway. If any such k The general provisions of the contract including General and Special Conditions and General Requirements trouble conditions to the fire alarm control panel, Any opens, grounds or disarrangement of system wiring GE-SIGA-SB suitable for mounting on North American 1-gang, 3" or 4" octagon box and 4 square box, item is altered the altering engineer shall affix to the item g o 9 p q and shorts a ro l r l e The base shall contain no electronics, ll his or her seal and the notation altered by followed by his ima shalt apply to all work under this Section. c ss a a m be t/strobe wiring shall automatically o a Signature Series detector types and have the or her signature and the date of such alteration, and a following minimun requirementsi ,��++ 1.2 DESCRIPTION OF WORK 1, Update the control/display as described above (A.1.) specific description of the alteration:' 4ri ` 'fir U e �!C. a, Removal of the respective detector shall not affect communications with other detectors, This plan is approved only for the work indicated on theJd00 JL A. The work includes providing all labor, materials, equipment, accessories, services and tests necessary to 2. Operate the supervisory relay contacts to initiate the transmission of an alarm to a central station application specification sheet. all other matters are not to be complete and make ready for operation by the Owner a fire alarm system, Perform an acceptance test agency via leased telephone lines, b. Terminal connections shall be made on the room side of the base, Bases which must be removed to relied upon, or to be considered as either being approved or and make adjustments as required by the authorities having jurisdiction, 3, Visually and audibly annunciate a general trouble condition, on the remote annunciator panel, The gain access to the terminals shall not be acceptable, I in accordance with applicable codes. JM2 ARCHITECTURE, PC B. Provide as shown on drawings a fire alarm system consisting of the following; visual indication shall remain on until the trouble condition is repaired, c, The base shall be capable of supporting one (1) Signature Series GE-SIGA-LED Remote Alarm LED 2410 NORTH OCEAN AVENUE 1. A fire alarm control panel with microprocessor based electronics, power supplies, amplifiers and PART 2 - PRODUCTS Indicator, Provide remote LED alarm Indicators where shown on the plans. SUITE 300 batteries, 2.1 BASE BID MANUFACTURERS 4, Relay Detector Mounting Bases, GE-SIGA-RB, Provide relay detector mounting bases GE-SIGA-RB suitable FARMINGVILLE, NY, 1 1735 2, Automatic and manual Initiating devices, for mounting on North American 1-gang, 3 or 4 octagon box and 4 square box. The relay base shall T I G3 1 .320.3305 FI G31 .320.3307 3. Audible and visual notification appliances, A. GE-Edwards Systems Technology (GE-EST) support all Signature Series detector types and have the following minimum requirements; 4. Control outputs to ventilation systems, B, Notifier a. The relay shalt be a bi-stable type and selectable for normally open or normally closed operation. 2, Self-Synchronized Strobes b. The position of the contact shall be supervised, Applicant: 5, Raceways, wiring and accessories as required for a complete and operable system, C. Siemens Anthony Martignetti a, 1-Gang Strobes, Genesis Series, Provide strobes manufactured by GE-EST, Cat No, G1RF-VM. (White C. The Contractor shall prepare all required drawings, wiring and riser diagrams, and make necessary c. The relay operation shall be exercised by the detector processor upon power up, face plates may be used based upon approval of local jurisdiction only) 8 East 92nd 5t, Apt 3 submissions and obtain all approvals as required by local Building Department and Fire Prevention Agency, 2.2 GENERAL d, The relay shall automatically de-energize when a detector Is removed, 3, Horns New York, NY 10128 D. All work shall be performed by qualified personnel, with aft necessary licenses as required by the local A. Any equipment proposed as equal to that herein specified must be proven by the Contractor, Submit to the e. The operation of the relay base shall be controlled by Its respective detector processor, _ (517) 535 - 3777 agency having jurisdiction, Engineers the manufacturer's name, model numbers of substitute equipment and materials, engineering data a. 1 Gang Horns, Genesis Series, Provided horns manufactured by GE-EST, Cat, No, G1RF-HD Series, sheets, and a list of ten (10) installations of similar equipment which have been satisfactorily mstatled and Detectors operating standalone mode shall operate the relay upon changing to alarm state, Relay (White face plates may be used based upon approval of local jurisdiction only) E, The equipment shall be listed by Underwriters Laboratories, Y bases not controlled by the detector microprocessor shall not be acceptable, p y p pp jArchitect of Record : In continuous operation on a user's premises over a period of three (3) years, See section 16000 for b/St Horn roes F. The exact location of all equipment shall be coerdlnated with existing equipment, HVAC ducts, etc additional substitution request requirements, f, Form C Relay contacts shall have a minimum rating of 2 amp @ 30 Vdc and be listed for pilot duty. 4, JM2 Architecture, PC B. The catalog numbers used below are those of GE-Edwards Systems Technology (GE-EST) as provided b a. I-Gang Horn/Strobes, Genesis Series. Provided horns/strobes manufactured by GE-EST, Cat, No.G. Under no circumstances shall the input power to the control panel (120 VAC) or auxiliary 24 VDC power 9 Y 9Y P Y g, Removal of the respective detector shall not affect communications with other detectors, G1RF-HDVM, (White face fates may be used based upon approval of local jurisdiction only) 2410 North Ocean Ave, Suite 300 from the power supply of the panel be utilized for auxiliary external control functions (e.g. Fusible links, Electrical Technology Inc„ 35 Doyle Court, E, Northport, NY, 631-499-0300, and constitute the type and p y p pp j Y Farmin Ville, NY, 11738 damper, etcA quality of equipment to be furnished. h. Terminal ccnnections shalt be made on the room side of the base, Bases which must be removed to 5. Remote LED Alarm Lamps g C. The Fire Alarm Control Panel shall have the capability to be expanded for future additions/alterations, gain access to the terminals shall not be acceptable, (G31) 320 - 3305 H. All initiating and indicating circuits are polarized and supervised, Polarity must be observed and no P Y P a. SIGA-LED Remote lamp indicator light, parallel-branching (tee-tapping) will be permitted, I, Actuation of an new actuating device shalt perform the function as performed b similar devices on this 2.4 REMOTE LCD ANNUNCIATOR 5. Intelligent Duct Smoke Detector Housing, G. ANCILLARY DEVICES MEP Engineer: Y 9 P P Y g g GE-SIGA-SD. Provide smoke duct detector GE-SIGA-SD, along floor and other floors and as required by Code. A. Provide a remote lcd annunciator, with the sane ''look and feel" as the facu with a standard, relay or Isolator detector mounting base, Provide for variations in duct air velocity 1. Remote Relays Emtec Con5ulting Engineers DPC J, Fan system shutdown shall perform the same functions as similar devices on this floor and other floors operator interface, the remote lcd annunciator shall use the sane primary between 300 and 4000 feet per minute (300 to 1000 feet per minute for ion-photo-heat detector). Protect the measurin chamber from damage and Insects, Provide an air exhaust tube and an air a. Multi Voltage 3555 Veterans Memorial Hi hwa , 5Uite M and as required by Local Code. acknowledge, silence, and reset keys; status leds and (col display as the facu, 9 9 g Control Relays, MR-100 Series g y sampling inlet tube which extends Into the duct air stream up to ten feet, Provide drilling templates Ronkonkoma, NY 11779 1.3 STANDARDS B. Annunciator shalt have super-twist lcd display with two lines of 40 characters and gaskets to facilitate locating and mounting the housing, Provide five one gang knockouts for (1), Provide remote control relays connected to supervised ancillary circuits for control of fans,each, annunciator shall loe provided with four (4) programmable - control switches mounting optional Signature Series modules, Finish the housing In baked red enamel. Provide remote dampers, door releases, etc. Relay contact ratings shall be SPDT and rated for 10 amperes (G31) 35G 217G A. The system shalt conform to the following latest National Fire Protection Association Bulletins, and shall be and associated leds, alarm LEDs GESIGA-SD-LED and Remote Test Stations GE-SIGA-SD-TRM as shown on the plans. at 115 Vac, A single relay may be energized from a voltage source of 24 Vdc, 24 Vac, 115 installed as per all local Building and Fire Marshal/Department requirements, Vac, or 230 Vac, A red LED shalt indicate the relay Is energized, A metal enclosure shall be Urveyor B. Except as modified by governing codes and by the Contract Documents, comply with the latest applicable C. Under normal conditions the lcd shall display a 'system Is normal' message and provided, Nathan Taft Corwin provisions and latest recommendations of the followings the current time and date, D, INTELLIGENT MODULES - 2.8 FIRE ALARM CABLE 158G Main Road, 1. National Fire Alarm Code (NFPA 72) D. Should an abnormal condition loe detected the appropriate led (alarm, supervisory 1, GENERAL J ort, NY 11947 or trouble) shalt flash. the unit audibleames signal shall pulse for ALARM CONDITIONS A. Initiating circuits shall be 2 conductor #16 type FPL of FPLP cable as required, Where Installed in conduit, p 2. Uniform Building Code AND S❑UND STEADY F❑R TR❑UBLE AND SUPERVISORY C❑NDITI❑NS, a, It shall be possible to address each Intelligent Signature Series module without the use of DIP or THHN conductors may be substituted for fire alarm cable, (G3 1) 727 - 2090 rotary switches, Devices using DIP switches for addressing shall not be acceptable. The B. Notification circuits shall be 2 conductor #14 type FPL or FPLP cable as required minimum size #14 AWG. 3, Uniform Fire Code E, THE LCD SHALL DISPLAY THE F❑LL❑WING INF❑RMATI❑N RELATIVE TO THE ABNORMAL YP q ' personality of multifunction modules shall be programmable at site to suit conditions and may be Where installed in conduit THHN conductors may be substituted for fire alarm cable, 4, American National Standard Institute C❑NDITION OF A POINT IN THE SYSTEM; changed at an time using a personality code downloaded from the Analog Loop Controller, Modules Y s Y g P v 9 P Project Name 1, 40 CHARACTER CUSTOM LOCATION LABEL. requiring E'ROM, PROM, ROM changes or DIP switch and/or jumper changes shall not be acceptable. PART 3 - EXECUTION 5, National Electrical Manul"acturers Association The modules shall have a minimum of 2 diagnostic LEDs mounted behind a finished cover plate, A 6. Underwriters Laboratories 2, TYPE OF DEVICE (E,G„ SMOKE, PULL STATION, WATERFL❑W), green LED shall flash to confirm communication with the loop controller, A red LED shall flash to 31 WIRING 5 775 W M ill Road display alarm status, The module shall be capable of storing up to 24 diagnostic codes which can 7. Applicable National Fire Protection Association Standards 3, POINT STATUS (E.G„ ALARM, TROUBLE), be retrieved for troubleshooting assistance, Input and output circuit wiring shall be supervised A. Label wiring at all termination points, for open l shall h t t C and ground faults, The module shalt be suitable for operation In the following B. Contractor sa clearly re-ael all Fire Alarm Control Panels with new zones with 8, Americans with Disabilities Act (ADA) F. OPERATOR KEYS SHALL BE KEY SWITCH ENABLED T❑ PREVENT UNAUTHORIZED USE, THE environmen;� y lb typed labels, 9. National Electric Code (NFPA 70) KEY SHALL ONLY BE REMOVABLE IN THE DISABLED POSITION. ACKNOWLEDGE, SILENCE Project Address AND RESET OPERATION SHALL BE THE SAME AS THE FACU. b. Tem,perature� 32oF to 120oF (OoC to 49oC) C. In general, it is the intent of this specification that all fire alarm wiring be run concealed within walls j 14 SUBMITTALS and/or above ceilings, wherever possible and shall be UL approved `Power Limited Fire Protective" plenum 5775 W M ill Rd c. Humidity, 0-93% RH, non-condensing rated cable, , A. Submit prior to ordering equipment: 2,7 SIGNATURE SERIES INTELLIGENT ADDRESSABLE ANALOG DEVICES 2. SINGLE INPUT MODULE, GE-SIGA-CT1 D. Exposed cable shall be run in such a manner as to prevent damage or wherever cable Is exposed to Matt�tuck, NY 1195 2 1. Wiring diagrams showing connections between all system components, A. ALL DEVICES - GENERAL damage, it shall be run in EMT or IMC conduits, All exposed cable below 10feet shall be run In conduit, a, Provide intelligent single Input modules GE-SIGA-CTI. The Single Input Module shall provide one (1) 2. Description of system operation, 1. Each remote device shall have a microprocessor with non-volatile memory to support its functionality supervised Class B input circuit capable of a minimum of 4 personalities, each with a distinct E. Minimum size conduit for fire and smoke detection wiring shall be 3/4', Project Type 3, Annunciator schedule showing titles for eaci fire alarm and supervisory zone, and serviceability, Each device shall store as required for its functionality the following data. device operation, The module shall be suitable for mounting on North American 2 (64mm) deep l-gang F. All conduits must enter the sides of panel(s). Connections to top of panel are not permitted, serial number, device address, device type, personality code, date of manufacture, hours in use, boxes and 1 (38mm) deep 4 square boxes with 1-gang covers, The single Input module shall 4, Manufacturer's literature marked to show rodel and catalog number for all equipment, number of alarms and troubles, time and date of last alarm, amount of environmental compensation support the following circuit typesi G. Splices are prohibited, I\ 5. Manufacturer's installation instructions, operations and maintenance instructions, left/used, last maintenance date, job/project number, current detector sensitivity values, diagnostic Renovation information (trouble codes) and algorithms required to process sensor data and perform communications - Normally-Open Alarm Latching (Manual Stations, Heat Detectors, etc,) 3.2 DETECTOR INSTALLATION 6. A complete layout of the entire system Including conduit routing, conduit sizes, wire sizes and types, with the loop controller. - Normally-Open Alarm Delayed Latching (Waterflow Switches) Norman ❑ en Active Non-Latchin (Monitor, Fans, Dampers, Doors, etc,) A. Smoke detectors shall not be installed until after the construction clean up of all trades is final, 7. Provide a color code schedule for wiring, 2. Each device shall be capable of electronic addressing, either automatically or application programmed y- p g p ReV151on5 8, Batter sizing calculations Indicating circuit loading and power supply loading, Voltage drop calculations assigned, to support physical/electrical mapping and supervision by location, Setting a device's address - Normally-Open Active Latching (Supervisory, Tamper Switches) B. Contractor shall arrange for the zone contractor to clean all existing smoke detector heads In area of y g g g p Pp v g g p shall be submitted for loll notification appliance circuits exceeding 1,5 Amps or 300' length, by physical means shall not be necessary, 3. DUAL INPUT MODULE, GE-SIGA-CT2 work identified on contract documents, 07-1 8-22 155UED FOR 5CHEMATIC DE51GN 9, Submittals shall be as a complete set, Partial submittal wilt not be acceptable, B. INTELLIGENT DETECTORS - GENERAL a. Provide intelligent dual input modules GE-SIGA-CT2, The Dual Input Module shall provide two (2) C. Any smoke detectors installed prior to the final construction clean up shalt be cleaned or replaced with 1 1-04-22 155UED FOR PERMIT 10, Drawings shall not be on less than 8-1/2 by 11 inch sheets and shall identify all symbols used, 1. The System Intelligent Detectors shall be capable of full digital communications using both broadca supervised Class B input circuits each capable of a minimum of 4 personalities, each with a distinct new detectors,st operation. The module shall be suitable for mounting on North American 2 (64mm) deep 1-gang , and potting protocol, Each detector shall be capable of performing independent fire detection p g P 9 g D. No automatic detector shall be mounted within the air flow of a supply air register, A minimum of 36 shall B. Submit prior to building occupancy algorithms, The fire detection algorithm shalt measure sensor signal dimensions, time patterns and boxes and 1 (38mm) deep 4 square boxes with 1-gang covers, The dual input module shall be provided between detector location and air register, combine different fire parameters to Increase reliability and distinguish real fire conditions from support the following circuit types: 1. Contractor shall submit, upon completion of system verification, apoint-by-point check list indicating unwanted deceptive nuisance alarms, Signal patterns that are not typical of fires shall be eliminated 3,3 LOCATION OF EQUIPMENT the date and time of each item Inspected and Issue a Record of Completion confirming that the - Normatty-Open Alarm Latching (Manual Stations, Heat Detectors, etc,) by digital filters, Devices not capable of combining different fire parameters or employing digital inspection has been completed and the system is Installed and functioning In accordance with the filters shall not be acceptable, - Normally-Open Alarm Delayed Latching (Waterflow Switches) A. Instruments shall be located as shown on the drawings. In general; specifications, - Normally-Open Active Non-Latching (Monitor, Fans, Dampers, Doors, etc.) B. Smoke/Heat Detectors - Ceiling Mounted, 1,5 RECORD DOCUMENTS, OPERATIONS AND MAINTENANCE MANUALS 2, Each detector shall have an integral microprocessor capable of making alarm decisions based on fire - Normally-Open Active Latching (Supervisory, Tamper Switches) parameter Information stored In the detector head. Distributed Intelligence shall improve response time C, Strobe/Horns - Wall mounted 80" AFF or 6" below ceiling, whichever is lower, A. Complete record documents before scheduling acceptance test, Record documents shall Include all by decreasing the data flow between detector and analog loop controller, Detectors not capable of 4. MONITOR MODULE, GE-SIGA-WTM & SIGA-MM1 Information required by the above SUBMITTALS section, making Independent alarm decisions shall not be acceptable, Maximum total analog loop response time D. Pull Stations -Wall mounted 4' - 0" AFF for detectors changing state shalt be 0,5 seconds, a, Provide intelligent monitor modules SIGE-WTM & SIGA-MMI, The Monitor Module shall be factory set 1,6 GUARANTEE to support one (1) supervised Class B Normally-Open Active Non-Latching Monitor circuit, The 3.4 ACCEPTANCE TEST A. All equipment and systems shalt be guaranteed for a period of one year following acceptance of the 3. Each detector shall have a separate means of displaying communication and alarm status, A green LED monitor module shall be suitable for mounting on North American 2 (64mm) deep I-gang boxes and system by the Owner. shall flash to confirm communication with the analog loop controller, A red LED shall flash to display 1 (38mm) deep 4 square boxes with 1-gang covers, A. Prior to scheduling acceptance test, check system and perform preliminary testing to verify that the alarm status, system operates correctly and is ready for an acceptance test, 1.7 CIRCUITING GUIDELINES b. Provide intelligent control relay modules GE-SIGA-CR. The Control Relay Module shall provide one 4. The detector shalt be capable of identifying up to 32 diagnostic codes. This information shall be form C dry relay contact rated at 2 amps @ 24 Vdc to control external appllances or equipment B. A factory trained technician shall supervise the final connections, He shall test and adjust all equipment A. Each addressable analog tool) shall be circuited as shown on the drawings but device loading is not to available for system maintenance. The diagnostic code shall be stored at the detector. shutdown, The control relay shall be rated for pilot duty and releasing systems, The position of upon completion of the installation, Each detector, station, and signal shalt be tested by the Contractor exceed 80% of loop capacity In order to leave for space for future devices. the relay contact shall be confirmed by the system firmware, The control relay module shall be in the presence of the Architect/Design Professional, 5. Each smoke detector shall be capable of transmitting pre-alarm and alarm signals in addition to the suitabte for mounting on North American 2 (64mm) deep 1-gang boxes and 1 (38mm) deep 4 B. Notification appliance circuits shall not be loaded more than 75% of their rated output, normal, trouble and need cleaning information, It shall be possible to program control panel activity to square boxes with 1-gang covers, C. Contractor shall engage the services of the Owner's zone contractor to perform final check out of Fire C. Each of the following types of remote equipment associated with the fire alarm system shall be provided each level, Each smoke detector may be individually programmed to operate at any one of five (5) Alarm system and connections to Fire Alarm panel, with a control rely contact h the din sensitivity settings. E, INTELLIGENT MANUAL PULL STATIONS - y conac as sown on drawings, but shall be typically as follows: D. Perform an acceptance test in the presence of the Owner and/or his representative and the local fire 1. HVAC fan systems: Provide one (1) shutdown control relay contact for each HVAC fan system, 6. Each detector microprocessor shall contain an environmental compensation algorithm which Identifies and 1. GENERAL prevention agencies, All tests, as required by the Architect/Design Professional or local fire prevention sets ambient Environmental Thresholds approximately six times an hour. The microprocessor shall agencies, shalt be performed by the Contractor. 2, HVAC supply fans Provide one (1) shutdown control relay contact for each HVAC supply fan over continually monitor the environmental impact of temperature, humidity, other contaminates as well as a. It shall be possible to address each Signature Series fire alarm pull station without the use of 15,000 CFM. DIP or rotary switches, Devices using DIP switches for addressing shall not be acceptable, The E. Tests shall be repeated as required with no additional cost to the Owner, detector aging, The process shall employ digital compensation to adapt the detector to both 24 hour manual stations shall have a minimum of 2 diagnostic LEDs mounted on their integral, factory tong term and 4 hour short term environmental changes. The microprocessor shall monitor the THESE DRAWING5 ARE AN iN5TRUMENT OF 5ERVICE AND 3, HVAC return fans: Provide one (1) shutdown control relay contact for each HVAC return fan over assembled single or two stage Input module. A green LED shall flash to confirm communication with F. Test all functions of the system in accordance with the inspection, testing and maintenance requirements 2,000 CFM. environmental compensation value and alert the system operator when the detector approaches 80% the loop controller, A red LED shall flash to display alarm status, The station shall be capable of the National Fire Alarm Code, Record each device and function tested. A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. and 100% of the allowable environmental compensation value, Differential sensing algorithms shall b t d f i t b h hi can e retrieved or troubleshooting assistance, d ti 24 dia gnostic agnosc codes which maintain a constant differential between selected detector sensitivity and the learned base line of storing up G. Whenever shutdown of the fire Alarm system is required to perform construction work, contractor shalt ANY UNAUTHORIZED U5E OF THE5E DOCUMENT5 15 IN A 1,8 FIRE ALARM SYSTEM SEQUENCE OF OPERATION sensitivity, The base line sensitivity information shall be updated and permanently stored at the Input circut wiring shall be supervised for open and ground faults. The fire alarm pull station arrange for such shutdown to be performed by the Owner's zone detector approximately once every hour, shall be sutable for operation in the following environment contractor. VIOLATION OF 5ECTION 7209 5UB-DIV1510N 2 OF THE N.Y. A. The system shall identify any off normal condition and log each condition into the system database as an - Tempera;urea 32oF to 120oF (OoC to 49oC) H. Tests shall include but not be limited to. STATE EDUCATION LAW. event, 7. The intelligent analog detectors shall be suitable for mounting on any Signature Series detector 1. The system shall automatically display on the control panel Liquid Crystal Display the first event of mounting base. - Humidityi 0-93% RH, non-condensing 1. Set and record sensitivity of detectors in installed locations, Drawing Title 2, DOUBLE ACTION MANUAL PULL STATION, SIGA-278 2, Activate each detector and verify operation of all control panel functions. f the highest priority by type, The priorities and types shall be alarm, supervisory, trouble, and C. INTELLIGENT DETECTORS IRE ALARM monitor, a, Provide intelligent double action, single stage fire alarm stations SIGA-278, The fire alarm station 3. Test and verifyall automatic functions (i.e,, fan shutdown),1, Fixed Temperature/Rate of Rise Heat Detector, GE-SIGA-HRS. shall be of Texan construction with an internal toggle switch, Provide a key locked test feature, 2, The system shall have a Queue operation, and shall not require event acknowledgment by the system 99 y operator, The system shall have a labeled color coded indicator for each type of event) alarm - red, a. Provide intelligent combination fixed temperature/rate-of-rise heat detectors GE-SIGA-HRS. The Finish the station in red with white lettering, The manual station shall be suitable for mounting on 4. Verify all control panel functions, Including alarm and trouble conditions, supervisory - yellow, trouble - yellow, monitor - green, When an unseen event exists for a given heat detector shall have a low mass thermistor heat sensor and operate at a fixed temperature North Amercan 2 (64mm) deep 1-gang boxes and 1 (38mm) deep 4 square boxes with 1-gang 5PECIfICATION5type, the indicator shall, flash, When all events of a given type have been displayed, the indicator and at a temperature rate-of-rise, It shall continually monitor the temperature of the air in its covers. I. Final "As-Built" schematics shall be provided by the Contractor upon satisfactory completion of all testing shall change from flashing to steady. surroundings to minimize thermal lag to the time required to process an alarm, The Integral and acceptance of same, 3, PROTECTIVE COVERS, MINI STOPPER II - STI 6540 3, For each event, the display shall include the current time, the total number of events, the type of microprocessor shall determine if an alarm condition exists and initiate an alarm based on the J. Contractor shall Instruct the Owner's representatives in complete operation, adjustment, and maintenance 5CTM# 1000-I OG-G-3 APP No: analysis of the data, Systems using central intelligence for alarm decisions shall not be a. Provide rctective covers without horn - with horn housing SHELL at all manual pull stations In of the system. Prior to acceptance b the Owner, the Contractor shall provide four (4) copies of event, the time the event occurred and up to a 40 character custom user description, acceptable, The intelligent heat detector shall have a nominal fixed temperature alarm point p g p Y p Y p p P 9 P P public spaces, operating and maintenance manuals for the system installed. 5CDH5 No.: 4. The user shall be able to review each event by simply selecting scrolling keys (up-down) for each rating of 135oF (57oC) and a rate-of-rise alarm point of 15oF (9oC) per minute unless otherwise JM2 #: 2022-OG42 event type. shown on design drawings, The heat detector shall be rated for ceiling installation at a minimum of F. NOTIFICATION APPLIANCES K. Upon completion of all work, contractor shall prepare a new fire zone map for each floor affected by 5. New alarm, supervisory, ,or trouble events shall sound a silenceable audible signal at the control pane(, 1. General 70 ft (21.3m) centers and be suitable for wall mount applications, renovation in accordance with owner's Standards and shall mount within a frame adjacent to FACP. I Planning #: DATE: 5/3/2022 B, Operation of an alarm Initiating device shall automatically: b, Photoelectric Smoke Detector, GE-SIGA-PS 3.5 GUARANTEE P Y 9 Y a. All appliances shall be UL Listed for Fire Protective Service. SEAL t 51GNATURE: DESIGNED BY: Jii 1. Update the control/dispf,ay as described abeve (A,L) 2. Provide Intelligent photoelectric smoke detectors GE-SIGA-PS. The analog photoelectric detector shalt A. A statement of acceptance and approval shall be provided to the office of the Architect/Design utilize a light scattering type photoelectric smoke sensor to sense changes in air samples from its b. Alt strobe appliances or combination appliances with strobes shall be capable of providing the Professional, CHECKED BY: AR5 2, Sound all alarm signals throughout the building at the evacuation rate. surroundings, The integral microprocessor shall dynamically examine values from the sensor and initiate Equivalent Facilitation which 15 allowed under the Americans with Disabilities Act Accessibilities an alarm based on the analysis of data, Systems using central intelligence for alarm decisions shall Guidelines (ADA(AG)), and shall be UL 1971, and ULC S526 Listed. B. The Contractor shall guarantee all wiring and equipment to be free from inherent mechanical and electrical OF NEW y 3, Turn on all strobe lights throughout the building, defects fora period 'C� O SCALE: As indicated not be acceptable. The detector shall continually monitor any changes in sensitivity due to the c, Alt appliances shalt be of the same manufacturer as the Fire Alarm Control Panel specified to p iod of one (1) year from the date of acceptance, , 4�W R.Sol °1'� 4, Turn on a red alarm LEI) at the fire alarm control pane(, environmental affects of dirt, smoke, temperature, aging and humidity, The information shalt be stored co � �; 9 P Insure obsdute compatibility between the appliances and the control panels, and to Insure that C, The manufacturers representative shall guarantee all equipment to be free from inherent mechanical and 2Q * DWG No: In the Integral processor and transferred to the analog loop controller for retrieval using a laptop the application of the appliances are done in accordance with the single manufacturer's electrical defects for a period of one (1) year from date of acceptance, * Q 1 1 5, Operate the alarm relay contacts to initiate the transmission of an alarm to a central station agency PC. The photo detector shall be rated for ceiling installation at a minimum of 30 ft (9,1m) centers and instructions, a via leased telephone lines, be suitable for wall mount applications, The photoelectric smoke detector shall be suitable for direct F_ , D D. The Contractor shall arrange to have the manufacturer's representative make available to the Owner a ! I ,y �, insertion into air ducts up to 3 ft (0,91m) high and 3 ft (0.91m) wide with air velocities up to 5,000 d, An appliances which do not meet the above 6, Operate control relay contacts to shutdown all HVAC units, y pp' requirements, and are submitted for use must show local service department which shall stock standard parts on the premises. Warranty service is to be �,. - - ti ft/min, (0-25.39 m/sec) without requiring specific duct detector housings or supply tubes, written prof of their compatibility for the purposes Intended, Such proof shall be in the form provided during normal working hours, at no cost to the Owner, for a period of twelve (12) months from yJF I � �' 7. Operate control relay contacts to release all magnetically held smoke doors throughout the building if of documentation from all manufacturers which clearly states that their equipment (as submitted) the date of acceptance of the installation, OA 0534�5 1 FA= 701 any, a. The percent smoke obscuration per foot alarm set point shall be field selectable to any of five ,4 P Y sensitivity settings ranging from LOX to 3,57, The photo detector shall be suitable for operation are 100% coripatible with each other for the purposes intended, END OF SECTION 16610 �rES5I0� 8. Visually annunciate the zone of alarm on the remote annunciator panel, The visual indication shall in the following environment "It is a violation of the State Education Law for any person, Architect o ecor : KEY TO SYMBOLS ABBREVIATIONS unless he or she is acting under the direction a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such 4 � EXISTING SPRINKLER PIPING TO REMAIN Z-D PRESSURE REDUCING VALVE ACV ALARM CHECK VALVE GAL GALLON item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his JM2 AFF ABOVE FINISHED FLOOR GPM GALLONS PER MINUTE or her signature and the date of such alteration, and a - �- - -� EXISTING SPRINKLER PIPING TO BE REMOVED *-+ GLOBE VALVE specific description of the alteration." ALM ALARM GEN GENERATOR This plan is approved only for the work indicated on the ri :1 at e c t u r e P.c. �i NEW SPRINKLER PIPING ♦ PIV POST INDICATOR VALVE AFA AUTOMATIC FIRE ALARM HC HOSE CABINET application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE, PC PIPE TURNING UP ASKLR AUTOMATIC SPRINKLERS HCONN HOSE CONNECTION in accordance with applicable codes. PIPE TURNING DOWN b FIRE HOSE RACK ATS AUTOMATIC TRANSFER SWITCH HYD HYDRANT 2410 NORTH OCEAN AVENUE BOTTOM PIPE TAP -0 HYDRANT, ONE HOSE OUTLET AUTO AUTOMATIC IN INCH, INCHES SUITE 300 TOP PIPE TAP � AVE AVENUE JP JOCKEY PUMP FARMINGVILLE, NY, 11738 PUBLIC HYDRANT, TWO HOSE OUTLETS T G31 .320.3305 F I G31 .320.3307 CAPPED PIPE BM BEAM NC NORMALLY CLOSED SPRINKLER NOTE S PIPE BREAK �� POST INDICATOR AND VALVE BOP BOTTOM OF PIPE NO NORMALLY OPEN 1 . THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED AND SHALL CONFORM TO NFPA 13. Applicant: ® NEW CONCEALED BLDG BUILDING NIC NOT IN CONTRACT 2. THE INSTALLATION, COMPONENTS, SIZING, SPACING, LOCATION, POSITION AND TYPE OF SYSTEM SHALL CONFORM TO NFPA 13. Anthony Martignetti PENDENT SPRINKLER HEAD c�� KEY-OPERATED VALVE Cl CAST IRON # NUMBER 3. ALL EQUIPMENT SHALL BE LISTED OR APPROVED FOR FIRE PROTECTION SERVICE. 8 East 92nd 5t, Apt 3 O NEW SEMI-CONCEALED �-� VALVE IN PIT (OS & Y SHOWN) CONC CONCRETE OS & Y OUTSIDE SCREW & YOKE VALVE 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND INJURY. PROPERTY OWNER IS TO MAINTAIN A MINIMUM OF 40°F IN ALL New York, NY 10128 PENDENT SPRINKLER HEAD COD CONTINUED ON DRAWING PIV POST INDICATOR VALVE AREAS OF WET PIPING. (917) 535 - 3777 O NEW UPRIGHT SPRINKLER HEAD NON-INDICATING VALVE DCDV DOUBLE CHECK DETECTOR VALVE PRESS PRESSURE 5. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS SPECIFIED IN NFPA 13. Architect of Record : 6. THE OCCUPANCY OF THE AREAS ARE TO BE SPRINKLERED IN ACCORDANCE WITH NFPA AND AS SPECIFIED ON PLANS. CEXISTING SPRINKLER HEAD TO BE REMOVED �-. FIRE PUMP WITH DRIVES DCV DOUBLE CHECK VALVE PSI UNIT OF PRESSURE 7, WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED ,AS SPECIFIED IN NFPA 13. JM2 Architecture, PC DIA, DIAMETER (POUNDS PER SQUARE INCH) 8. PIPING SPECIFICATIONS, SYSTEM TEST PIPES, PROTECTION AGAINST CORROSION, DRAINAGE, FITTINGS, VALVES, HANGERS, GUARDS AND 2410 North Ocean Ave, Suite 300 E EXISTING SPRINKLER HEAD TO REMAIN DELUGE VALVE DOM DOMESTIC RPM REVOLUTIONS PER MINUTE SHIELDS SHALL BE IN ACCORDANCE WITH NFPA 13. Farmgville, NY, 1 1735 R EXISTING SPRINKLER RELOCATEDs� ALARM CHECK VALVE DH DOUBLE HYDRANT RPZ REDUCED PRESSURE ZONE 9. STOCK OF EXTRA SPRINKLER HEADS WILL BE FURNISHED AS PER NFPA 13 (REQUIRED FOR EACH TEMPERATURE RATING.) (G31) 320 - 3305 D NEW SIDEWALL SPRINKLER HEAD DN DOWN BACKFLOW PREVENTER 10. SPACING, LOCATION AND POSITION OF SPRINKLER HEADS WILL BE IN ACCORDANCE WITH NFPA 13. MEP Engl neer: -� DRY PIPE VALVE DPV DRY PIPE VALVE RF ROOF 11 . 1 TO 12 MINIMUM CLEARANCE OF SPRINKLER DEFLECTOR TO CEILING AS PER NFPA 13. Emtec Consulting Engineers DPC O DRY PENDENT HEAD DRY PIPE VALVE WITH QUICK OPENING DEVICE EMD ELECTRIC MOTOR DRIVEN RM ROOM 12. DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE IN ACCORDANCE WITH NFPA 13. 3555 Veterans Memorial Highway, Suite M ELEV ELEVATOR SPKLR SPRINKLER 13. DRAINAGE TO CONFORM TO SECTION 4-6.3. O DRY UPRIGHT HEAD EXIS14. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. Ronkonkoma, 11779 c � PRESSURE DETECTOR/ SWITCH FCA FLOOR CONTROL ASSEMBLY SPR SPRINKLER LINE EXISTING SPHD SPRINKLER HEAD 15. ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE SUPPLY TO SPRINKLERS SHALL BE APPROVED O.S.&Y OR APPROVED (G3 I) 35G - 2 2 17G DRY SIDEWALL HEAD CA® INDICATOR TYPE. Surveyor: �, WATER MOTOR ALARM FT FEET ST STREET 16. DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE AS PER NFPA 13. Nathan Taft Corwin t OS & Y CONTROL VALVE FDPC FIRE DEPARTMENT PUMPER CONNECTION TK TANK 17. HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED IN ACCORDANCE WITH NFPA 13. 158G Main Road, b WATER FLOW SWITCH (FLOW ALARM) _5:t- ELECTRIC ALARM BELL FP FIRE PUMP TS TAMPER SWITCH 18. PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY PROVIDING FLUSHING CONNECTION CONSISTING OF CAPPED Jame5port, NY 11947 AUTOMATICALLY ACTUATED WET EXTINGUISHING FSP FIRE STAND PIPE WFS WATER FLOW SWITCH NIPPLE 4" LONG ON THE END OF THE CROSS MAIN AS PER NFPA 13. (G31) 727 - 2090 ® PIPE RISER FLR FLOOR v VOLTS 19. SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS PER NFPA 13. 0 AUTOMATICALLY ACTUATED DRY EXTINGUISHING 20. TEMPERATURE RATINGS SHALL COMPLY WITH NFPA 13. Project Name HYDRAULIC REFERENCE POINTS 21 . 18" MINIMUM CLEARANCE TO BELOW SPRINKLER DEFLECTOR AS PER NFPA 13. y SIAMESE FIRE DEPARTMENT CONNECTION TAMPER SWITCH 22. UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, BLOCKING AND CLAMPING AS PER NFPA 24 REQUIREMENTS. 5775 W Mill Road 23. CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA. FFA-C-P-1 FIRE ALARM CONTROL PANEL F g 24. INTERCONNECTION OF ALARM DEVICES TO BUILDING FIRE ALARM SYSTEM SHALL BE BY OTHERS.FLOW SWITCH 25. ALL REQUIRED SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH NFPA. Project Address FIRE HOSE CABINET 26. ALL PIPE TO BE AS FOLLOWS: j HR HOSE REEL ® TIE INTO EXISTING PIPING MAINS 2Y" & LARGER TO BE BLACK STEEL SCHEDULE 10. 5 775 W Mill Rd, FIRE SPRINKLER GENERAL DESCRIPTION OF WORK BRANCHES 2" & SMALLER TO BE BLACK STEEL SCHEDULE 40. Q-IFDV FIRE DEPARTMENT VALVE SCOPE 27. ALL FITTINGS TO BE AS FOLLOWS: Matt�tuck, NY 11952 MAINS 2Y" & LARGER TO BE GROOVED TYPE FITTING. Project Type PG .O PRESSURE GAUGE INSTALL NEW BRANCH PIPING AND SPRINKLER HEADS FOR NEW TENANT SPACE. NO CHANGE IN BRANCHES 2" & SMALLER TO BE CL THREADED. USE, OCCUPANCY, OR EGRESS UNDER THIS APPLICATION. 28. CONTRACTOR'S MATERIAL AND TEST CERTIFICATED FOR ABOVE GROUND AND (WHERE APPLICABLE) UNDER GROUND PIPE" SHALL BE Renovation >, CHECK VALVE CONTRACTOR SHALL COORDINATE WITH BUILDING SUPER ANY SYSTEM SHUT DOWN AND PROVIDE SUBMITTED TO THE FIRE MARSHALL PRIOR TO APPROVAL OF THE INSTALLATION. CERTIFIED FIRE WATCH FOR THE TIME THE SYSTEM SHALL BE SHUT DOWN. SYSTEM SHALL BE 29• FIRE PROTECTION EQUIPMENT, ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS, AND SPRINKLER GATE VALVE SHUT DOWN FOR TIE IN ONLY AND RE-ENERGIZED BEFORE END OF WORK DAY. VALVES SHALL BE IDENTIFIED FOR USE OF THE FIRE DEPARTMENT WITH APPROVED SIGNS OF DURABLE MATERIAL PERMANENTLY INSTALLED Revi5lon5 AND READILY VISIBLE. 07-18-22 155UED FOR SCHEMATIC DE51GN BUTTERFLY VALVE 30. CONTRACTOR SHALL PROVIDE HYDRAULIC CALCULATIONS AS PER THE FOLLOWING: 1 1-04-22 ISSUED FOR PERMIT A. THE CONTRACTOR WILL SIZE THE SYSTEM BY PERFORMING FULL HYDRAULIC CALCULATIONS FOR THE SPRINKLER SYSTEM. THE BALL VALVE SYSTEM SHALL BE INSTALLED TO UTILIZE 90% OR LESS OF AVAILABLE PRESSURE AT DESIGN FLOW. THE SHOP DRAWINGS AND SPRINKLER HEAD SCHEDULE CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT, OWNER'S INSURANCE AGENCY AND THE AUTHORITY HAVING JURISDICTION SYMBOL MAKE MODEL N0. DESCRIPTION LOCATION IDENTIFICATION K FACTOR TEMP FOR APPROVAL BEFORE DOING THE WORK. NUMBER ('F) B. DESIGN CRITERIA: ® VIKING VK462 CONCEALED PENDENT GENERAL 13503A 5.6 155 OFFICE/COMMON AREAS - LIGHT HAZARD OCCUPANCY, DENSITY- 0.05 GPM/SQ.FT.AREA- MOST REMOTE 1500 SQ.FT. (WET) COVERAGE- 0 VIKING VK300 UPRIGHT GENERAL 12978 5.6 155 NOT TO EXCEED 225 SQ.FT. PER HEAD SPRINKLER DESIGN CRITERIA O VIKING VK194 DRY PENDANT WALK-IN BOX 5.6 155 MECHANICAL/UTILITY ROOMS - ORDINARY HAZARD OCCUPANCY - GROUP 1 , DENSITY- 0.15 GPM/SQ.FT.AREA- MOST REMOTE 1500 SQ.FT. P VIKING VK162 DRY SIDEWALL GENERAL 5.6 155 (WET) COVERAGE- NOT TO EXCEED 130 SQ.FT. PER HEAD 1. THE SPRINKLER SYSTEM IN THIS BUILDING SHALL BE IN ACCORDANCE WITH THE 2020 NYS BUILDING CODE AND NFPA-13 2013. C. ADD A WATER ALLOWANCE FOR INSIDE AND OUTSIDE HOSE STREAMS TO THE SPRINKLER REQUIREMENTS AT THE CONNECTION TO THE DISTRIBUTION MAIN IN ACCORDANCE WITH NFPA REQUIREMENTS. D. CONTRACTOR SHALL OBTAIN RECENT HYDRANT FLOW TEST INFORMATION AT THE HYDRANT NEAREST TO THE NEW SPRINKLER SERVICE 2. OCCUPANCY CRITERIA MAIN CONNECTION TO PROVIDE THE FOLLOWING: A. LIGHT HAZARD - OFFICE AREAS AND CORRIDORS, BATHROOMS CONSTRUCTION GENERAL NOTES STATIC PRESSURE:-PSI. RESIDUAL PRESSURE:-PSI. FLOW:-GPM. DATE:-HYDRANT NUMBER:- DENSITY 0.1 GPM/ SQ. FT. OVER MOST HYDRAULICALLY REMOTE 1500 SQ. FT. 1. THE SPRINKLER CONTRACTOR WILL BE HELD RESPONSIBLE TO HAVE VISITED AND EXAMINED THE PREMISES E. CONTRACTOR'S DESIGN SHALL MEET ALL OF THE REQUIREMENTS ABOVE AND SHALL CONFORM TO ALL OF THE HYDRAULIC DESIGN MAXIMUM COVERAGE PER SPRINKLER HEAD 225 SQ. FT. BEFORE SUBMITTING HIS PROPOSAL, IN ORDER TO UNDERSTAND THE EXISTING CONDITIONS RELATED TO HIS DATA OBTAINED FROM THE HYDRANT FLOW TEST. B. ORDINARY HAZARD GROUP 1 - MECHANICAL AND ELECTRICAL WORK. F. PIPE SIZES SHOWN ON THE DESIGN DRAWINGS ARE ESTIMATES AND ARE SUBJECT TO REASONABLE MODIFICATION PROVIDING THAT EQUIPMENT ROOMS. DENSITY 0.15 GPM PER SQ. FT OVER MOST HYDRAULICALLY REMOTE 2• ALL MATERIALS AND APPARATUS SHALL BE INSTALLED IN ACCORDANCE WITH ALL THE RULES AND REGULATION HYDRAULIC CALCULATIONS ARE ACCEPTABLE AND MEET THE REQUIREMENTS OF NFPA. 1500 SQ. FT, MAXIMUM COVERAGE PER SPRINKLER HEAD 130 SQ. FT. OF THE NEW YORK BUILDING CODES AND ALL OTHER AUTHORITIES HAVING JURISDICTION AND NFPA. 3. PROCUREMENT OF ALL PERMITS AND CERTIFICATES FOR THE INSTALLATION OF THESE SYSTEMS SHALL BE PERFORMED IN ACCORDANCE WITH ALL THE RULES AND REGULATIONS OF THE NEW YORK STATE BUILDING THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 3. HYDRAULICALLY CALCULATED SYSTEMS SHALL MEET THE FOLLOWING CRITERIA: CODES AND ALL OTHER AUTHORITIES HAVING JURISDICTION. AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 4. THE SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES AND ALL EXISTING ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A A. EXACT LOCATION OF SPRINKLER, HEADS IN FINISHED AREAS WITH SUSPENDED CEILINGS CONDITIONS, AND PROVIDE OFFSETS IN PIPING SYSTEMS TO AVOID STRUCTURAL, ARCHITECTURAL, MECHANICAL SHALL BE AS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLANS WITH HEADS IN AND ELECTRICAL INTERFERENCES, WHETHER INDICATED OR NOT. VIOLATION OF SECTION 7205 5UB-DIVI5ION 2 OF THE N.Y. CENTER OF TILES. 5. PROVIDE COMPLETE SPRINKLER COVERAGE IN ALL AREAS, REFER TO AND COORDINATE WITH THE LATEST STATE EDUCATION LAW. ARCHITECTURAL REFLECTED CEILING PLANS AND DETAILS. SPRINKLER HEADS SHALL BE CENTERED IN TILE OR B. EQUIVALENT FITTING LENGTHS USED IN HYDRAULIC CALCULATIONS SHALL BE IN ALIGNED WITH LIGHTS, DIFFUSERS, ETC. ANY SPRINKLER HEAD, MODIFICATIONS REQUIRED TO MEET THE DESIGN NOTES: Drawing Title ACCORDANCE WITH NFPA STANDARD NO. 13, 2013 AS REFERENCED BY THE NYS CRITERIA MUST BE PROVIDED AND APPROVED BY THE ARCHITECT. BUILDING LOCATION BUILDING CODE. 6. PROVIDE SPRINKLER HEAD COMPLETE WITH PIPING, FITTINGS, HANGERS WITH ATTACHMENT TO EXISTING ~_......•�,a f IRE 5FRINKLER WHEREVER FITTINGS ARE USED IN CONJUNCTION WITH SCHEDULE 40 PIPE, EQUIVALENT BUILDING STRUCTURE. "" `P 1) THIS PORTION OF THE PROJECT SHALL BE CONSTRUCTED WITH SWAY FITTING LENGTHS INDICATED IN NFPA 13 SHALL BE INCREASED BY 30% 7. EXISTING PIPING DAMAGES AS A RESULT OF PERFORMING THE WORK OF THIS CONTRACT SHALL BE REPAIRED �� BRACING AS PER NFPA 13. C. DISCHARGE FROM EACH SPRINKLER HEAD SHALL NOT BE LESS THAN REQUIRED FOR OR REPLACED AS REQUIRED WITH MATERIAL AND FINISH TO MATCH EXISTING. 2) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 13. GENERAL NOTE5 AREA COVERED BY THE HEAD. AREA COVERAGE PER HEAD SHALL BE DETERMINED IN 8. ALL AREAS WITHOUT HUNG CEILINGS, ELECTRICAL ROOMS, MECHANICAL ROOMS, STORAGE AREAS ETC., PROVIDE ACCORDANCE WITH NFPA STANDARD NO. 13, AS REFERENCED BY NYS WITH EXPOSED UPRIGHT OR PENDANT SPRINKLER HEADS WITH SPRINKLER GUARDS IN AREAS SUBJECT TO BUILDING CODE. ACCIDENTAL DAMAGE. U , u. 5CTM# 1000-I OG-G-3 APP No: D. HYDRAULIC CALCULATIONS SHALL BE BROUGHT BACK TO CONNECTION TO WATER 9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE COVERAGE IN ACCORDANCE WITH THE REQUIREMENTS SUPPLY. OF THE NEW YORK STATE BUILDING CODE AND NFPA STANDARDS, LOCAL FIRE DEPARTMENT AND THE DESIGN 5CDH5 No.: JM2 #: 2022-0642 CRITERIA. DRAWING NO. TITLE 4. FLOW TEST DATA 10. LOCATION AND TYPE OF SPRINKLER HEADS IN THE AREAS WITHOUT HUNG CEILINGS SHALL BE FULLY a Planning #: _ DATE: 502022 A. CONTRACTOR SHALL OBTAIN FLO'JV DATA INDICATING RESIDUAL PRESSURES ASSOCIATED WITH COORDINATED WITH THE EXPOSED STRUCTURAL (BEAMS, COLUMNS, ETC.) ALL OF THE ABOVE ELEMENTS WHICH SP-001.00 FIRE SPRINKLER GENERAL NOTES IMPACT THE SPRINKLER SYSTEM MUST BE INDICATED ON THE SHOP DRAWINGS FOR REVIEW AND APPROVAL SEAL SIGNATURE: DESIGNED BY: RB BUILDING SYSTEM AND SUBMIT DATA WITH HYDRAULIC CALCULATIONS SP-101.00 FIRE SPRINKLER FIRST FLOOR PLAN 11. BEFORE COMMENCEMENT OF ANY WORK, COMPLETE AND DETAILS WORKING PLANS SHALL HAVE BEEN 3 l B. THESE HYDRAULIC CALCULATIONS ALONG WITH PUMP OR WATER FLOW TEST ARE TO BE SUBMITTED AND APPROVED BY THE BUILDING MANAGEMENT. SP-102.00 FIRE SPRINKLER SECOND FLOOR AND ATTIC PLANS of NL>: CHECKED BY: AP5 SUBMITTED FOR APPROVAL TO THE ENGINEER AND TO THE INSURANCE UNDERWRITER 12. PROVIDE SPRINKLER HEADS ABOVE AND BELOW ALL DUCTS OR CLUSTERS OF DUCTS, PIPES OR CONDUITS a' yo HYDRAULIC CALCULATIONS SHALL BE BROUGHT BACK TO THE LOCATION OF THE PUMP SP-501.00 FIRE SPRINKLER DETAILS P �1 P.3 SCALE: As indicated OVER 48" WIDE. � y� ACQ �P� OR WATER FLOION TEST. 13. PLACE ALL PENDANT TYPE SPRINKLER HEADS IN CENTER OF TILE OR CENTERED WITH LIGHTS, DIFFUSERS OR SP-601.00 FIRE SPRINKLER SCHEDULES �► C. CONSTRUCTION MAY ONLY BEGIN WHEN APPROVALS ARE GRANTED. SIMILAR ELEMENTS OF CEILING. - Q * DWG No: D. RESULT OF HYDRAULIC CALCULATIONS SHALL INDICATE MINIMUM 10% PRESSURE 14. ALL FLOOR PENETRATIONS, CORE DRILLING, ETC. SHALL BE APPROVED BY LANDLORD. G9 SP-701.00 FIRE SPRINKLER SPECIFICATIONS tni+ X 2 SAFETY MARGIN, I.E., EXCESS 0:' PRESSURE AVAILABLE OVER PRESSURE REQUIRED. 15. BASE BUILDING ARCHITECT AND STRUCTURAL ENGINEERS SHALL REVIEW METHOD OF SUPPORTING SPRINKLER LOCATION MAP Z .._ �Vti E. WATER SUPPLY INFORMATION SHALL BE LISTED ON CALCULATIONS AND CURRENT PIPING. link A& AVAILABLE PRESSURE AT FLOOR. SEE RISER DIAGRAM. SCALE: N.T.S. �oFESSloNp "It is a violation of the State Education Law for any person, Arc itect of 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 *' M Ago, 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."This plan is approved only for the work indicated on the �c li t Q` c t u r 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 5UITE 300 FARMINGVILLE, NY, 1 1735 T 1631 .320.3305 PI 631 .320.3307 Applicant: F--9 F-9 F--9 fft] C Anthony Martignetti 8 East 92nd 5t, Apt 3 New York, NY 10 128 .I (317) 535 - 3777 — Architect of Record : DIMING JM2 Architecture, PC 4„ 2410 North Ocean Ave, Suite 300 OPEN __ -__._ Farmingvllle, NY, 11736 PROVIDE DRY SIDEWALL --� '_-' KITCf1EN0 All (631) 320 - 3305 HEAD (TYP. FOR 3) w,_.,_- _._.. t; - --- .; o �` (SEE A 5) I ° MEP Engineer: ° o Emtec Consulting En jineer5 DPC a 3555 Veterans Memorial Highway, Suite M STATIC Ronkonkoma, NY 1 1779 (631) 35G - 2176 � DW Surveyor: ° � Nathan Taft Corwin---- - - �°' ---- --- - �-�� -_ - ---- 1586 Main Road, u Jame5port, NY 1 1947 © (631) 727 - 2090 1 1/4" F 1-1 lieI / -- Project Name TABLE SEATING 5775 W Mill Road DOCK (45 SEATS) --- x� Project Address 5775 W Mill Rd, OOFED OVER PATIO --- P- Mattituck, NY 1 1952 - Project Type FOYER Q BAR AREA Renovation i Revi5ion5 -- — UP ❑ 11 J BAR(10 5LA15) 07-1 8-22 155UED FOR SCHEMATIC DE51GN 1 1-04-22 155UED FOR PERMIT WOOD DECK LIFT 4„ LL- 0 ---- ENTRY HOST -_- I -- -- O " LLL ® DN DN RAMP M, RAMP SPRINKLER VALVE FDC ASSEMBLY BY P.C. THE5E DRAWINGS ARE AN IN5TRUMENT OF SERVICE, AND FIRST FLOOR PLAN A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 4" SPRINKLER MAIN ANY UNAUTHORIZED USE OF THE5E DOCUMENTS 15 IN A SCALE: 1/4" = 1 '-0" SERVICE BEL ALARM VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title F IRE 5FRINKLER fIRSITI'LOORPLAN 5CTM# 1000-106-6-3 APP No: HYDRAULIC DESIGN CRITERIA INFORMATION SHEET NOTES 5CDH5 No.: JM2 #: 2022-OG42 Planning #: _ DATE: 513/2022 1. DESIGN DENSITY - .15 GPM/SF 1. ALL SPRINKLER PIPING SHALL BE 1" U.O.N. SEAL f SIGNATURE: DESIGNED BY: R6 2. AREA OF APPLICATION = 1500 SQ. FT. 2. REFER TO SP0.0 SERIES FOR FIRE SPRINKLER SYMBOLS, 3. COVERAGE PER SPRINKLER = 225 SQ. FT. ABBREVIATIONS AND GENERAL NOTES. CHECKED BY: AP5 4. NUMBER OF SPRINKLERS CALCULATED = of NEW 5. "K" FACTOR = 5,6 6. OCCUPANCY CLASSIFICATION = ORDINARY HAZARD 3. REFER TO SP5.0 SERIES FOR FIRE SPRINKLER DETAILS. ��p ��W iP sACQ � SCALE: As indicated 7. TEMPERATURE = 1357 * DWG No: 8. HYDRANT FLOW - NOT AVAILABLE 4. REFER TO SKID SERIES FOR FIRE SPRINKLER RISER DIAGRAMS. Q � � 5. PROVIDE AUXILIARY DRAIN AT ALL LOW POINTS. 6. PROVIDE FIRESTOPPING AT ALL PENETRATIONS OF RATED PARTITIONS. °A�14 4074'k REFER TO ARCHITECTURAL DRAWINGS FOR RATED PARTITIONS. oPEsstoN "It is a violation of the State Education Law for any person, Architect of 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 Adliffilk 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 cm or her signature and the date of such alteration, and a specific description of the alteration." �IC: itecture �?C. This plan is approved only for the work indicated on the 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 7 - - --_ T 163 1 .320.3305 FI 63 I .320.3307 I 1 1 L Applicant: 1 —' I Anthony Martignetti -----------� I 8 Ea5t 92nd 5t, Apt 3 O O O p I� U I New York, NY 10128 (017) 535 - 3777 --------- Architect of Record : Living Room - I 74 JM2 Architecture, PC 4" 2410 North Ocean Ave, Suite 300 1 Farmingville, NY, 1 1735 r------------------I 1 (631) 320 - 3305 C-11 1 1 1 1 1 MEP Engineer: 1 1 � 1 00 1 1 1 Emtec Consulting Engneer5 DPC 3555 Veterans Memorial Highway, Suite M PE03G50G Ronkonkoma, NY 1 1770 1 L----_—_J 1 (I --I- - Surveyor: 7CL. Nathan Taft Corwin 1586 Main Road, I -- p Bathroom _.. =----- 4" UP (631) 727 - 2090 u, t ALL /l it 11��t1 'X� -- 4„ I, On-)) Project Name - _----- UP PJ�echarnca� 4" RISER ..� 7 77��_w.ea _ 775 i Road PJ ro ect ddress _ 5775 W Mill Rd, 0 � � Mattituck, NY 1 1952 id_.�r Batnroo Project Type cL. .._ — . . ._, N Renovation 5HELVE5 LLJJ 5� _ . _...... _ Revl5ion5 I 07-18-22 155UED FOR 5CHEMATIC DE51GN a b 1 1-04-22 155UED FOR PERMIT 4„ 4" DN 4" (2) 0 LU I SECOND FLOOR PLAN ATTIC FLOOR PLAN SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" THESE DRAWINGS ARE AN INSTRUMENT OF 5ERVICE, AND A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THE5E DOCUMENTS 15 IN A VIOLATION OF 5ECTION 7203 5UB-DIV15ION 2 OF THE N.Y. 5TATE EDUCATION LAW, Drawing Title F IRE 5PRINKLER 2ND f LK � ATTIC PLAN5 5CTM# 1000-106-6-3 APP No: HYDRAULIC DESIGN CRITERIA INFORMATION SHEET NOTES 5CDH5 No.: JM2 #: 2022-OG42 Planning #: _ DATE: 5/3/2022 1. DESIGN DENSITY = .15 GPM/SF 1. ALL SPRINKLER PIPING SHALL BE 1" U.O.N. SEAL � SIGNATURE: DESIGNED BY: RB 2. AREA OF APPLICATION = 1500 SQ. FT. 2. REFER TO SPO.0 SERIES FOR FIRE SPRINKLER SYMBOLS, 3. COVERAGE PER SPRINKLER = 225 SQ. FT. 4. NUMBER OF SPRINKLERS CALCULATED = ABBREVIATIONS AND GENERAL NOTES. OF NEyr CHECKED BY: AP5 5. "K" FACTOR = 5.6 r0 6. OCCUPANCY CLASSIFICA-ION = ORDINARY HAZARD 3. REFER TO SP5.0 SERIES FOR FIRE SPRINKLER DETAILS. ��Q' ��W P.sAG►Q �,f,SCALE: As indicated 7. TEMPERATURE = 1357 * 'G No: 8. HYDRANT FLOW — NOT AVAILABLE 4. REFER TO SP6.0 SERIES FOR FIRE SPRINKLER RISER DIAGRAMS. c 5. PROVIDE AUXILIARY DRAIN AT ALL LOW POINTS. A V U' 2 "' z V, tir 1 6. PROVIDE FIRESTOPPING AT ALL PENETRATIONS OF RATED PARTITIONS. a� �o070 REFER TO ARCHITECTURAL DRAWINGS FOR RATED PARTITIONS. R�FESSION°' "It is a violation of the State Education Law for any person, Architect of Kecora: 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 k or her signature and the date of such alteration, and a specific description of the alteration." �� pC. This plan is approved only for the work indicated on the Irc 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. HANGER ROD BOLTED 24 10 NORTH OCEAN AVENUE (FURNISHED AND SUITE 300 TO STRUCTURE ABOVE INSTALLED BY CONTRACTOR) FARMINGVILLE, NY, 11738 T 1631 .320.3305 FI 631 .320.3307 VIBRATION ISOLATOR Applicant: WHERE SPECIFIED Anthony Martignetti 8 East 92nd 5t, Apt 3 TEST VALVE HANGER ROD ADJUSTABLE STEEL AUXILIARY DRAIN New York, NY 10 128 EXISTING UPRIGHT HEAD (SIZE AS PER SPECIFICATION) PIPE ROLL HYDRAULIC SYSTEM KEEP CLOSED (917) 535 - 3777 THIS BUILDING IS PROTECTED TO BE RENOVED WHERE BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM Architect of Record : INDICATED OR APPLICABLE SIGN-2 SIGN-3 JM2 Architecture, PC LOCATION 1 2410 North Ocean Ave, Suite 300 I 1" CLOSE NIPPLE PIPE SADDLE OR RIGID N0. OF SPRINKLERS � Farmingville, NY, 11738 INSULATION SECTION BASIS OF DESIGN (63 I) 320 - 3305 M E P i DENSITY GPM SQ.Fr. p E nI n e e r: 2 DESIGNED AREA OF DISCHARGE s4. FT. THIS VALVE CONTROLS SPRINKLER Emtec Con5ulting Engineers DPC 1" DROP NIPPLE O BRANCH LINE PIPING SYSTEM DEMAND AUTOMATIC SPRINKLER FIRE ALARM 3555 Veterans Memorial Highway, Suite M 1 GPM DISCHARGE GPM 2 RESIDUAL PRESSURE THE RISER Psl SYSTEM IN (— C Ronkonkoma, 11779 21 ,�— SOLE PLATE � WHEN BEALL LL RINGS (63 I) 356 - 176 CONCEALED SPRINKLER HEAD BASE AND MUST ALWAYS BE KEPT Surveyor: SUSPENDED CEILING (INSULATED PIPING ONLY) I FIRE DEPT AND POLICE Nathan Taft Corwin SIGN-1 OPEN 1586 Main Road CEILING PLATE Jame5port, NY 1 1047 SIGN-4 SIGN-5 (631) 727 - 2090 R ETURN BEND (CONVERTED) Protect Name SUSPENDED PIPING SUPPORT TYPICAL SIGNS DETAIL 5775 W Mill Road NO SCALE NOT TO SCALE SCALE. NONE Project Address 5775 W Mill Rd, Mattituck, NY 1 1952 Project Type Renovation FLOOR SLAB Kevi5ion5 07-1 8-22 155UED FOR 5CHEMATIC DESIGN 1 1-04-22 155UED FOR PERMIT SOLID BEA 22"MAX. M FLOOR SLAB i L SPRINKLER HEAD DEFLECTOR SHALL BE LOCATED 1" MIN. & 6" MAX. - - BELOW OBSTRUCTION AND 22" MAX. 1"MIN. BELOW SLAB PIPE SLEEVE i FUTURE UPRIGHT SPRINKLER HEAD UPRIGHT SPRINKLER HEAD REDUCER BRANCH BRANCH SPRINKLER ESCUTCHEON PLATE ON ONE PIPING OR BOTH SIDES WHERE PIPING IS EXPOSED, SPRINKLER SYSTEM BRANCH PIPING UPRIGHT SPRINKLER DETAIL '`'°'``�`'�` NO SCALE THESE DRAWING5 ARE AN INSTRUMENT OF SERVICE, AND H J" '�'; �1 HVAC DUCT I A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 48" OR WIDER FIRE RESISTANT PIPE SILIC❑NE FOAM SEALER ANY UNAUTHORIZED U5E OF THESE DOCUMENT515 IN A FINISHED WALL VIOLATION OF 5ECTION 7209 5UB-DIV15ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title F IRE 5PRINKLER NOTES,1. FOR INTERI❑R WALLS DETAILS FUTURE PENDANT SPRINKLER HEAD 5CTM# 1000-106-6-3 APP No: [LDH�5No.: JM2 #: 2022-OG42 Planning #: _ DATE: 5/3/2022 HEEL TEE W/PLUG 5EAL SIGNATURE: DE51GNED BY: Ize DUCT INTERFERENCE DETAIL NON-RATED PIPE SLEEVE THROUGH INTERIOR WALL DETAIL TYPICAL LOW-POINT DRAIN NO SCALE NOT TO SCALE NO SCALE pF MEN CHECKED BY: AP5 YD y,�P 11 P•8.4 .p� 5CALE: A5 indicated Q IP * DWG No: REFER TO ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND R ESSIO P � FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS 50 "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 Item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his ima or her signature and the date of such alteration, and a -- specific description of the alteration." e U e'W P.c. This plan is approved only for the work indicated on the 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, 11738 T G31 .320.3305 FI G31 .320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t, Apt 3 New York, NY 10128 (917) 535 - 3777 ROOF Architect of Record : -- — JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 ---� TO ATTIC SPRINKLERS Farmingvllle, NY, 1 1735 (G31) 320 - 3305 MEP Engineer: Emtec Consulting Engneer5 DPC 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 1 1775 ATTIC (63 I) 356 - 2 176 -- 5 u rveyo r: Nathan Taft Corwin TO 2ND FLOOR SPRINKLERS 158G Main Road, Jame5port, NY 1 1047 (G31) 727 - 2090 Project Name 4sr 5775 W Mill Road SECOND FLOOR Project Addre55 rFCATO 1ST FLOOR SPRINKLERS 5 775 W M III Rd, Mattituck, NY 1 1952 421 FCA EXTERIOR WALL fProject Type 2" SYSTEM RISER WIRING 2" Renovation CONTROL VALVE, LOCKED OPEN TSJ FIRE ALARM BELL, 24V DC ■ ■ Revisions ■ ■ 07-18-22 155UED FOR 5CHEMATIC DE51GN DCVA 1 1-04-22 155UED FOR PERMIT AB D i ■ FIRE DEPT. CONNECTION BY SPRINKLER CONTRACTOR DRAIN VALVE FIRST FLOOR REFER TO CIVIL \—SPILL DRAIN TO DRAWINGS FOR 1-- -*— GRADE W/SPLASH CONTINUATION v 4" BY PLUMBING CONTRACTOR. BLOCK 5---------------------------� THESE DRAWING5 ARE AN IN5TRUMENT OF 5ERVICE, AND A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENT515 IN A VIOLATION OF 5ECTION 7205 5UD-DIV15ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title SPRINKLER SYSTEM RISER DIAGRAM F IRE 5FRI N KLER SCALE: NONE 17)R15ER DIAGRAM 5CTM# 1000-1 OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-OG42 Planning #: _ DATE: 5/3/2022 5EAL SIGNATURE: DE51GNED BY: RD pF NEW CHECKED BY: AP5 YO yA P.84G-, �� SCALE: As indicated DWG No: Ar ��PESSIONP "It is a violation of the State Education Law for any person, Architect of 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 + SPRINKLER SPECIFICATIONS his or her seal and the notation "altered by" followed by his ima or her signature and the date of such alteration, and a 1. GENERAL CONDITIONS 10. SHUT—DOWNS 15. TESTS 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 A. WHEN INSTALLATION OF NEW WORK REQUIRES THE SHUT—DOWN OF AN A. THE SPRINKLER SYSTEM SHALL BE HYDROSTATICALLY TESTED UNDER A A. THE "GENERAL CONDITIONS" OF THE CONTRACT FOR CONSTRUCTION OF THE relied upon, or to be considered as either being approved or AMERICAN INSTITUTE OF ARCHITECTS CURRENT EDITION SHALL FORM A PART OPERATING SYSTEM, THE CONNECTION OF THE NEW WORK SHALL BE PERFORMED PRESSURE OF 200 PSI FOR TWO HOURS AND ANY DEFECTS OR LEAKS SHALL in accordance with applicable codes. JM2 ARCHITECTURE, PC OF THIS SPECIFICATION EXCEPT AS OTHERWISE HEREIN PROVIDED. ONLY AFTER GIVING AT LEAST 72 HOURS (3 WORKING DAYS) NOTICE AND BE REMEDIED. CAULKING OF THREADS SHALL NOT BE PERMITTED. 2410 NORTH OCEAN AVENUE OBTAINING THE WRITTEN AUTHORIZATION OF THE OWNER. DURING CONNECTION OF B. APPROVAL OF AUTHORITIES HAVING JURISDICTION SHALL BE OBTAINED IN SUITE 300 B. INCLUDE ALL LABOR, MATERIALS AND APPLIANCES REQUIRED FOR THE NEW WORK THE SYSTEM MUST BE TURNED ON AND OFF AT THE BEGINNING AND FURNISHING, INSTALLING AND TESTING, COMPLETE AND READY FOR WRITING BEFORE FINAL ACCEPTANCE OF THIS WORK. FARMINGVILLE, NY, 1 1738 OPERATION IN A MANNER SATISFACTORY TO THE ARCHITECT, INCLUDING ALL ENDING OF EACH WORK DAY. T G31 .320.3305 FI G31 .320.3307 WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 11. WORK IN EXISTING BUILDING 16. GUARANTEE Applicant: C. THE INSTALLATION SHALL BE ACCOMPLISHED BY AN AUTHORIZED (FIRE A. PERFORM THE WORK IN THE EXISTING BUILDING WHEN AND AS DIRECTED, A. NEITHER THE FINAL CERTIFICATE OF PAYMENT NOR ANY PROVISION IN THE Anthony Martignetti STANDPIPE) AND (SPRINKLER) CONTRACTOR RECOGNIZED AS A FULLY AND GENERALLY IN ACCORDANCE WITH THE SEQUENCE OF OPERATIONS. CONTRACT DOCUMENTS, NOR PARTIAL OR ENTIRE OCCUPANCY OF THE AREAS 8 East 92nd 5t, Apt 3 EXPERIENCED SPECIALIST IN THE INSTALLATION OF (FIRE STANDPIPE) AND CAUTION IS HEREBY GIVEN THAT THE WORK SHALL BE PERFORMED SO AS TO BY THE OWNER SHALL CONSTITUTE AN ACCEPTANCE OF WORK NOT DONE IN New York, NY 10125 (AUTOMATIC SPRINKLER SYSTEMS) BY THE BUILDING DEPARTMENT OF THE CAUSE THE LEAST POSSIBLE INCONVENIENCE AND DISTURBANCE TO THE ACCORDANCE WITH THE CONTRACT DOCUMENTS OR RELIEVE THE CONTRACTOR (917) 535 - 3777 CITY OF NEW YORK. OCCUPANTS. OF LIABILITY IN RESPECT TO ANY EXPRESS WARRANTIES OR 2. LAWS AND ORDINANCES B. THE PROPOSAL FOR WORK IN THE EXISTING BUILDING SHALL BE PREDICATED RESPONSIBILITY FOR FAULTY MATERIALS OR WORKMANSHIP. THE Architect of Record :CONTRACTOR SHALL REMEDY ANY DEFECTS OR INADEQUACIES IN THE WORK ON THE PERFORMANCE OF THE WORK DURING REGULAR WORKING HOURS. WHEN AND PAY FOR ANY DAMAGE TO OTHER WORK RESULTING THEREFROM, WHICH JM2 Architecture, PC A. ALL NEW YORK STATE LAWS AND REGULATIONS AND OSHA SO DIRECTED, HOWEVER, INSTALL WORK ON OVERTIME AND THE ADDITIONAL SHALL APPEAR WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. 2410 North Ocean Ave, Suite 300 RECOMMENDATIONS, GOVERNING OR RELATING TO ANY PORTION OF THIS WORK COST AND CHARGES THEREFOR SHALL BE ONLY THE "PREMIUM" PORTION OF THE OWNER WILL GIVE NOTICE OF OBSERVED DEFECTS OR INADEQUACIES Farmingville, NY, 11736 ARE HEREBY MADE A PART OF THESE SPECIFICATIONS. RESPONSIBILITY THE WAGES PAID. WITH REASONABLE PROMPTNESS. (63 I) 320 - 3305 FOR COMPLIANCE TO THEIR PROVISIONS IS INCLUDED. C. SCRAP AND DEBRIS, EXCEPT AS OTHERWISE SPECIFIED, SHALL BE DISPOSED MEP En I neer: 3. NOTICE TO BIDDERS OF AND/OR REMOVED FROM THE SITE. Emtec Con5ultln�9 9 En ineer5 DPC A. BEFORE SUBMITTING PROPOSALS, EXAMINE THE SPECIFICATIONS AND ALL 12. MATERIALS AND INSTALLATION 3555 Veterans Memorial Highway, 5uite M DRAWINGS RELATING TO THE WORK AND BECOME FULLY INFORMED AS TO THE Ronkonkoma, NY 11779 EXTENT AND CHARACTER OF THE WORK. A. SYSTEM AND COMPONENT PARTS SHALL BE THE PRODUCTS OF A MANUFACTURER (G31) 35G - 217G 4. EXAMINATION OF EXISTING CONDITIONS EQUIPPED AND EXPERIENCED IN THE MANUFACTURING OF (FIRE STANDPIPE) Surveyor: AND (SPRINKLER SYSTEMS). DEVICES SHALL BE UNDERWRITERS Nathan Taft Corwin A. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING LABORATORIES AND/OR FACTORY MUTUAL APPROVED AND SHALL HAVE A 158G Main Road, AFFECTED BY THIS WORK SO AS TO BECOME FAMILIAR WITH EXISTING CURRENT LISTING IN THEIR RESPECTIVE "APPROVED EQUIPMENT" LISTS. James ort, NY 1 1947 CONDITIONS AND DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THE COMPONENTS AND PARTS SHALL BE SUBJECT TO THE ACCEPTANCE OF THE p WORK, BEFORE SUBMITTING PROPOSALS. ARCHITECT. (63 I) 727 - 2090 B. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH B. PIPE SHALL BE BLACK STEEL, SCHEDULE 40. Project Name EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, C. PIPING FOR SPRINKLER SYSTEMS MAY BE SCHEDULE 10 ROLLED GROOVE WITH OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED, WHICH COUPLINGS AND FITTINGS FOR PIPING 2-1/2" AND LARGER. 5 775 W Mill Road COULD HAVE BEEN FORESEEN HAD SUCH EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. D. THREADS SHALL BE FULL AND CLEAN CUT AND BURRS FORMED IN CUTTING 5. PERMITS AND CERTIFICATES SHALL BE REAMED. WHEN ASSEMBLING PIPE, CARE SHALL BE TAKEN THAT Project Address THE PIPE DOES NOT EXTEND INTO THE FITTING OBSTRUCTING THE J A. INSTALL ALL WORK IN FULL ACCORDANCE WITH THE REQUIREMENTS OF ALL WATERWAY. JOINT COMPOUND SHALL BE APPLIED TO THE THREADS OF THE 5 775 W Mill Rd, LOCAL AND GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION OVER THESE PIPE AND NOT TO THE FITTINGS OR SPRINKLERS. PIPES SHALL BE MATTERS, AS WELL AS WITH ANY REQUIREMENTS OF THE NFPA 13 (2007), UL, FM, STRAIGHTENED BEFORE INSTALLATION TO PREVENT POCKETS. PIPES SHALL Mattituck, NY 1 2 BS&A, MEA AND OTHER APPLICABLE CODES. PITCH NOT LESS THAN 1/4 IN 10 FEET. E. FITTINGS, UNLESS OTHERWISE SPECIFIED, SHALL BE BLACK CAST IRON Project Type B. GIVE NECESSARY NOTICES AND OBTAIN PERMITS OR LICENSES NECESSARY TO STANDARD MALLEABLE FITTINGS. CARRY OUT THIS WORK AND PAY ALL FEES THEREFOR. Renovation C. ARRANGE FOR INSPECTIONS AND TESTS OF ANY OR ALL PARTS OF THE WORK F. SCREWED FITTINGS FOR SPRINKLER SYSTEMS SHALL BE 175# CAST IRON, AS REQUIRED BY AUTHORITIES OR UTILITY COMPANIES HAVING ANSI B16.4. JURISDICTION AND PAY ALL CHARGES FOR SAME. Revisions G. FLANGED FITTINGS FOR SPRINKLER SYSTEMS SHALL BE 175# CAST IRON D. PAY ALL COSTS FOR, AND FURNISH TO THE OWNER, ALL CERTIFICATES ANSI B16.1. 07-1 5-22 155UED FOR 5CHEMATIC DE51GN NECESSARY AS EVIDENCE THAT THE WORK INSTALLED CONFORMS WITH ALL 1 1-04-22 155UED FOR PERMIT REGULATIONS AS THEY APPLY TO THIS WORK. H. THREADED AND MECHANICAL FITTINGS FOR FIRE STANDPIPE SHALL BE OF REQUIRED PRESSURE RATING FOR THE THEIR RESPECTIVE PRESSURE ZONES. 6. SHOP DRAWINGS I. COUPLINGS SHALL NOT BE USED EXCEPT WHERE PIPE IS MORE THAN 20 FEET A. APPROVED SPRINKLER PIPING DRAWINGS: WORKING PLANS, PREPARED IN LENGTH BETWEEN FITTINGS. ACCORDING TO NFPA 13 (2002), THAT HAVE BEEN APPROVED BY AUTHORITIES HAVING JURISDICTION, INCLUDING HYDRAULIC CALCULATIONS IF APPLICABLE BEFORE J. A ONE—PIECE REDUCING FITTING SHALL BE USED WHEREVER A CHANGE IS ORDERING OR INSTALLING EQUIPMENT OR MATERIAL. MADE IN THE SIZE. THE USE OF BUSHINGS OR REDUCING FLANGES WILL NOT BE PERMITTED. B. SHOP DRAWINGS FOR PIPING AND SIMILAR DISTRIBUTION SERVICES SHALL SHOW BY DIMENSION THE EXACT SIZE AND LOCATION OF EACH ELEMENT OF K. UNIONS SHALL BE OF THE HEAVY GROUND TYPE AND SHALL BE USED ONLY ON THE SYSTEM IN BOTH THE HORIZONTAL AND VERTICAL PLANE, AS WELL AS PIPES 2" AND SMALLER. RELATIONSHIP TO THE BUILDING STRUCTURE, ARCHITECTURAL CONSTRJCTION, EQUIPMENT AND THE WORK OF OTHER TRADES. WHERE NEW L. CUT OR ROLLED GROOVES IN PIPE FOR USE WITH MECHANICAL GROOVED WORK IS ADDED TO AN EXISTING STRUCTURE, THE SHOP DRAWINGS SHALL COUPLINGS SHALL BE MADE WITH AN APPROVED MACHINE MANUFACTURED BY SHOW THE LOCATION OF ALL EXISTING SERVICES AND EQUIPMENT. THE THE SUPPLIER OF THE COUPLINGS. MECHANICAL COUPLINGS SHALL BE WORK DESCRIBED IN ANY SHOP DRAWING SUBMISSION SHALL BE CAREFULLY VICTAULIC #07 "ZERO—FLEX". CHECKED BY THIS CONTRACTOR FOR ALL CLEARANCES, FIELD CONDITIONS, MAINTENANCE OF ARCHITECTURAL CONDITIONS AND PROPER COORDINATION M. INSTALL SPRINKLER HEADS IN ALL AREAS ON TRUE AXIS LINE IN BOTH WITH ALL TRADES ON THE JOB. DIRECTIONS WITH A MAXIMUM DEVIATION OF 1/2" n FROM THE AXIS LINE ESTABLISHED BY THE ARCHITECT FOR THE USE OF ALL TRADES. AT THE C. AT THE COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL TURN COMPLETION OF THE INSTALLATION, REMOVE AND REINSTALL ANY SPRINKLER OVER TO THE OWNER FOR RECORD PURPOSES ONE SET OF REPRODUCIBLE HEADS FOUND TO EXCEED THE ABOVE—MENTIONED TOLERANCE. APPROVED, AS—INSTALLED SHOP DRAWINGS. 7. SUBMITTALS THE5E DRAWING5 ARE AN IN5TRUMENT OF 5ERVICE, AND 13. HANGERS A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. A. SUPPORT ALL PIPING WITH ACCEPTABLE HANGERS, ANCHORS, FRICTION ANY UNAUTHORIZED U5E OF THE5E DOCUMENTS 15 IN A A. SUBMIT NAMES, SIZES, CATALOG NUMBERS AND/OR SAMPLES OF THE HANGERS, AND SUPPORTS AS INDICATED OR SPECIFIED. HANGERS SHALL BE VIOLATION OF SECTION 7203 5UB-DIV15ION 2 OF THE N.Y. FOLLOWING MATERIALS: OF HEAVY IRON OR STEEL CONSTRUCTION. NO CAST STEEL OR CAST IRON STATE EDUCATION LAW. SPRINKLER HEADS FITTINGS SHALL BE USED. HANGERS SHALL HAVE NUT ABOVE AND BELOW HANGER. PIPE UPPER NUT SHALL BE LOCKED AGAINST HANGER TO PREVENT LOOSENING BY Drawing Title SPRINKLER HEAD CABINET VIBRATION. f IRE 5PRI N KLER SLEEVES AND ESCUTCHEONS HANGERS B. SUPPORT HORIZONTAL PIPING AS FOLLOWS: 8. AS—BUILT DRAWINGS (1) PIPING 1" SIZE AND SMALLER: ADJUSTABLE RING HANGER NOT MORE SIPECINCATIONSI THAN 8'-0" APART. A. UPON COMPLETION OF THE WORK, FURNISH RECORD DRAWINGS SHOWING THE 5CTM# 1000-1 OG-G-3 APP No: EXACT LOCATION OF WORK INSTALLED. DRAWINGS SHALL BE MARKED "AS— (2) PIPING 1-1/4" AND LARGER: CLEVIS HANGER NOT MORE THAN 10'-0" BUILT RECORD DRAWINGS" AND CARRY CONTRACTOR'S NAME AND ADDRESS. APART. 5CDH5 No.: JM2 #: 2022-OG42 DRAWING SHALL BE MADE ON VELLUM OR MYLAR REPRODUCIBLE. (3) PIPING SUPPORTED FROM WALL SHALL BE PROVIDED WITH WELDED Planning #: _ DATE: 5/3/2022 9. CUTTING, CORE DRILLING, CHOPPING, ALTERING AND PATCHING ANGLE IRON BRACKETS. 5EAL 51GNATURE: DE51GNED BY: RD A. THIS CONTRACTOR SHALL PERFORM ALL CUTTING, CORE DRILLING, C. PROVIDE HANGERS ON EVERY BRANCH OVER 3'-0" LONG. CHECKED BY: AP5 CHOPPING, ALTERING AND PATCHING AS REQUIRED FOR THE INSTALLATION DF �� D NO CHAIN METAL STRAP OR WIRE WILL BE PERMITTED FOR THE SUPPORT OF r0 OF THE WORK PERFORMED UNDER THE SPRINKLER CONTRACT, INCLUDING THE ANY PIPING.. ,<Q' �W P•84 p 5CALE: A5 indicated RESTORING OF EXISTING WORK THAT IS DAMAGED AND/OR ALTERED DUE TO DWG No: REMOVAL WORK. ALL MATERIALS AND WORKMANSHIP REQUIRED IN 14. SPRINKLERS CONNECTION WITH CUTTING, ALTERING AND PATCHING SHALL MATCH THE EXISTING WORK IN EVERY RESPECT. A. ANY NEW SPRINKLER HEADS TO MATCH EXISTING. •Z vAft °A 7007W% B. EXISTING SPRINKLER HEADS SHALL BE REUSED. R�FESS11 KEY TO SYMBOLS "It is a violation of the State Education Law for any person, rc itect ot Kecord: 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 E UIPMENT drawing and/or in this specification in anyway. If any such --� EXISTING DUCTWORK TO REMAIN EXISTING PIPING TO REMAIN OT THERMOSTAT BASEBOARD RADIATION A AMPERES EWBT ENTERING WET BULB NTS NC?TmTG FITk�d, the altering engineer shall affix to the item A/C UNIT AIR CONDITIONING UNIT EWT ENTERING WATER TEMPERATURE OA WTSC Pegeal and the notation altered by followed by his JM2 EXISTING DUCTWORK TO BE REMOVED EXISTING PIPING TO BE REMOVED 0 r CABINET HEATER or er si,.gg�nature and the date of such alteration, and a H HUMIDISTAT ACCU AIR COOLED CONDENSING UNIT EXH EXHAUST OAI OUTSIDE A Rsd@Id4IkEdescription of the alteration." �+ itecture .C. NEW DUCTVI'ORK NEW PIPING DUCT MOUNTED UNIT HEATER AHU AIR HANDLING UNIT EXP EXPANSION TANK OD OU ��I`�IAN�EP Rroved only for the work indicated on the P NEW DUCTWORK W ACOUSTICAL LINING OF FIRESTAT a�pp cation specilication sheet. all other matters are not to be / ALT ALTERNATE (E) EXISTING PD Yet SUWD&ORo be considered as either being approved or DUCT UNDER POSITIVE PRESSURE �—C--S CONDENSATE PIPING JM2 ARCHITECTURE PC (SUPPLY AIR OR FAN DISCHARGE) —HWS-� HOT WATER SUPPLY © GAS DETECTOR HORIZONTAL UNIT HEATER ASHRAE AMERICAN SOCIETY OF HEATING, (ER) EXISTING TO BE REMOVED PDISCH dance with applicable codes. REFRIGERATING AND AIR-CONDITIONING -F DEGREES FAHRENHEIT PRESS PRESSURE 2410 NORTH OCEAN AVENUE DUCT UNDER NEGATIVE PRESSURE —HWR HOT WATER RETURN ® PUMP SUITE 300 (RETURN OR OUTSIDE AIR) �—CHWS—� CHILLED WATER SUPPLY � REMOTE TEMPERATURE SENSOR � COILS ENGINEERS F & T FLOAT AND THERMOSTATIC PSI POUNDS PER SQUARE INCH AFD ADJUSTABLE FREQUENCY DRIVE FA FREE AREA (SQ. FT.) (R) RELOCATED FARMINGVILLE, NY, 1 1738 DUCT UNDER NEGATIVE PRESSURE —CHI CHILLED WATER RETURN DD DUCT DETECTOR ' AFF ABOVE FINISHED FLOOR FAI FRESH AIR INTAKE RA RETURN AIR T I G31 .320.3305 FI G31 .320.3307 �(EXHAUST) 4--RFG � REFRIGERANT PIPING CENTRIFUGAL FAN OR PUMP REFRIGERANT LEAK DETECTOR ACT ACOUSTICAL CEILING TILE FC FLEXIBLE CONNECTION RND ROUND RM Applicant: —GAS—� GAS PIPING AS AIR SEPARATOR FDMPR FIRE DAMPER W/ ACCESS DOOR RFGT REFRIGERANT ® (400) SUPPLY DIFFUSER, (AIR QUANTITY IN AUTO AUTOMATIC FD FLOOR DRAIN READ REQUIRED Anthony Martignetti CUBIC FEET PER MINUTE) 4--GCS--� GLYCOL COOLING SUPPLY TH TEMPERATURE AND HUMIDITY RECORDER ELECTRIC HEATER Z (400) RETURN REGISTER, (AIR QUANTITY IN —GCR—� GLYCOL COOLING RETURN BB BASEBOARD FLA FULL LOAD AMPERES RA FAN RETURN FAN 8 East 92nd 5t, Apt 3 CUBIC FEET PER MINUTE) �---LPS LOW PRESSURE STEAM LD LIQUID DETECTOR Fz] CEILING EXHAUST FAN BUR BOILER FLR FLOOR RG RETURN GRILLE New York, NY 10125 ® RECTANGULAR DIFFUSER WITH S---LPC —1j LOW PRESSURE CONDENSATE T PRESSURE GUAGE _ BG BOTTOM GRILLE FPM FEET PER MINUTE RHG REFRIGERANT GAS (917) 535 - 3777 BLANKING PLATE , , CENTRIFUGAL ROOF FAN BLR HP BOILER HORSEPOWER FPS FEET PER SECOND RLL REFRIGERANT LIQUID S.R. SUPPLY REGISTER DIRECTION OF FLOW 0 FLOW SWITCH BLDG BUILDING FIR FLOOR REGISTER RLA RATED LOAD AMPS Architect of Record : S.G. SUPPLY GRILLE IC.O. CLEANOUT ❑ VARIABLE FREQUENCY DRIVE BOD BOTTOM OF DUCT FT FEET RR RETURN REGISTER JM2 Architecture, PC R.R. RETURN REGISTER 2410 North Ocean Ave, Suite 300 R.G. RETURN GRILLE PIPE TURNING UP THERMOMETER BOP BOTTOM OF PIPE FOR FUEL OIL RETURN RSL REFRIGERANT SUCTION PIPE TURNING DOWN BOS BOTTOM OF STEEL FOS FUEL OIL SUPPLY RM ROOM Farmingville, NY, 11738 0 LOUVER & SCREEN '�' EP ELECTRIC PNEUMATIC SWITCH R� CHILLER, LIQUID BR BOTTOM REGISTER FD/AD FIRE DAMPER AND ACCESS DOOR RPM REVOLUTIONS PER MINUTE (G31) 320 - 3305 BOTTOM PIPE TAP DIRECT EXPANSION BHP BRAKE HORSEPOWER FSD/AD FIRE/SMOKE DAMPER W/END SWITCH SA SUPPLY AIR LINEAR DIFFUSER r TOP PIPE TAP PE PNEUMATIC ELECTRIC SWITCH H BTU BRITISH THERMAL UNIT AND ACCESS DOOR SAG SUPPLY GRILLE MEP Engl neer: 1Ox6 TR 10" BY 6" TOP REGISTER -3 CAPPED PIPE ESA- ENVIRONMENTAL SENSOR ALARM PANEL BTUH BTU PER HOUR G GAS SDMPR SMOKE DAMPER Emtec Con5ulting Engineers DPC (1507 1150 CFM SUPPLY AIR PIPE BREAK t CENTERLINE GA GAUGE SF SQUARE FEET 3555 Veterans Memorial Highway, Suite M F&T TRAP © MANUAL POTENTIOMETER CHWP CHILLED WATER PUMP GAL GALLON SF SUPPLY FAN Ronkonkoma, NY 11779 1 O_xC�TR(TG) 1 O BY IL TOP REGISTER L' LOW PRESSURE DRIP PLATE HEAT EXCHANGER CHWS CHILLED WATER SUPPLY GC GENERAL CONTRACTOR SOV SHUT-OFF VALVE (G3 I) 35G - 2 17G J(15 ) 150 FMLREIURN AIR —III— UNION CO CARBON DIOXIDE SENSOR CHWR CHILLED WATER RETURN GEN GENERATOR SPEC SPECIFICATION Surveyor: �° °� STRAINER CC COOLING COIL GPM GALLONS PER MINUTE SR SUPPLY REGISTER Nathan Taft Corwin 1�0x BR(BG) 10 BY 6 BOTTOM REGISTER � C CD CEILING DIFFUSER HCWR COMBINATION HOT CHILLED ST PR STATIC PRESSURE 158G Main Road, (150) 150��FM RETURN AIR / --7HB HOSE BIBB CFM, CUBIC FEET PER MINUTE WATER RETURN SST STAINLESS STEEL Jame5port, NY 1 1947 CG CEILING GRILLE HCWS COMBINATION HOT/CHILLED TAL TOTAL ACTIVE LENGTH (G31) 727 - 2090 VOLUME DAMPERFLOOR DRAIN, F.D. ANNOTATION CLG CEILING WATER SUPPLY TAO TRANSFER AIR OPENING SUPPLY AIR FLOW FLEXIBLE CONNECTION CONNECT TO EXISTING CNDS CONDENSATE DRAIN HEX HEAT EXCHANGER TBR TO BE REMOVED Project Name —I I— CO CLEAN OUT HT HEIGHT TEMP TEMPERATURE —°v RETURN AIR FLOW - RA LIMIT OF REMOVAL RISE IN DUCTWORK (IN DIRECTON AUTOMATIC AIR VENT COD CONTINUED ON DRAWING HR HOUR TG TRANSFER GRILLE 5775 W Mill Road OF AIR FLOW) VALVES CR CEILING REGISTER HPS HIGH PRESSURE STEAM TOD TOP OF DUCT DROP IN DUCTWORK (IN DIRECTION - TRIPLE DUTY VALVE CRAC COMPUTER ROOM AIR CONDITIONER HWP HOT WATER PUMP TOS TOP OF STEEL OF AIR FLOW) CRP CONDENSATE RETURN PUMP HWR HOT WATER RETURN TR TOP REGISTER -1�E--- UNDERCUT DOOR 3-WAY VALVE Project Address FD/AD CT COOLING TOWER HWS HOT WATER SUPPLY TRR TRANSFER RETURN REGISTER 5775 W Mill Rd --- FIRE DAMPER AND ACCESS DOOR CU FT CUBIC FEET HZ FREQUENCY TRD TRANSFER RETURN DUCT , FSD/AD FIRE SMOKE DAMPER W/END SWITCH AUTOMATIC CONTROL VALVE CU IN CUBIC INCHES IN INCH OR INCHES TYP TYPICAL —� AND FIRE/SMOKE DOOR CUH CABINET UNIT HEATER IPS IRON PIPE SIZE UH UNIT HEATER Mattituck, NY 1 1952 MQ MOTORIZED DAMPER W/END SWITCH — BALL VALVE CW COLD (DOMESTIC) WATER KW KILOWATT UV UNIT VENTILATOR BASKET STRAINER CWP CONDENSER WATER PUMP L LENGTH UNO UNLESS NOTED OTHERWISE Project Type 5--] CAP DUCT CWS CONDENSER WATER SUPPLY LAT LEAVING AIR TEMPERATURE V VOLTS IIIIIIIIIII FLEXIBLE DUCTWORK BUTTERFLY VALVE CWR CONDENSER WATER RETURN LBS POUNDS VD VOLUME DAMPER Renovation -®- FLEXIBLE CONNECTION CHECK VALVE DEMO DEMOLITION LDBT LEAVING DRY BULB TEMPERATURE VAV VARIABLE AIR VOLUME UNIT _ DB DRY BULB LEMCS LOCAL EMERGENCY MOTOR VENT VENTILATION AIR SMOKE DAMPER FLOW CONTROL VALVE DC DRY COOLER CONTROL SWITCH VFD VARIABLE FREQUENCY DRIVE Revisions --D4— GATE VALVE DIA, 0 DIAMETER LD LINEAR DIFFUSER W WIDTH 07-18-22 155UED FOR 5CHEMATIC DE51GN GLOBE VALVE DMPR DAMPER LF LINEAR FEET W/ WITH 1 1-04-22 155UED FOR PERMIT M MOTOR OPERATED VALVE DN DOWN LPS LOW PRESSURE STEAM W/0 WITHOUT DWG DRAWING LPCR CONDENSATE RETURN WB WET BULB —rill— OUTSIDE SCREW YOKE DX DIRECT EXPANSION LWBT LEAVING WET BULB TEMPERATURE WC WATER COLUMN PLUG VALVE EA EACH LWT LEAVING WATER TEMPERATURE WG WATER GAUGE INTERPRETATION OF SINGLE LINE DUCTWORK EXA EXHAUST AIR MAX MAXIMUM WMS WIRE MESH SCREEN --�— 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 - SHUTOFF BALANCING VALVE EC ELECTRICAL CONTRACTOR MC MECHANICAL CONTRACTOR SINGLE LINE ACTUAL CONSTRUCTION EDBT ENTERING DRY BULB TEMPERATURE MCA MINIMUM CIRCUIT AMPS SOLENOID VALVE �� DOUBLE THICKNESS TURNING ECH ELECTRIC CABINET HEATER MOD MOTORIZED DAMPER VANES (EITHER TYPE ELBOW EDH ELECTRIC DUCT HEATER MIN MINIMUM PRESSURE RELIEF VALVE AT CONTR. OPTION-SUBJECT EF EXHAUST FAN MOT MOTOR ELBOW TO SPACE CONDITIONS). EL ELEVATION NFPA NATIONAL FIRE PROTECTION ASSOC. a A,B SHALL BE PROPORTIONAL ELEC ELECTRIC (N) NEW TO AIR QUANTITY, 4" (10cm) EOD END OF DUCT NC NORMALLY CLOSED MIN. IF A or B IS LESS THAN 4" (10cm), USE TAP DETAIL. EQ EQUAL NIC NOT IN CONTRACT SPLIT OR VOLUME DAMPER IN SHORTER EUH ELECTRIC UNIT HEATER NO NORMALLY OPEN TAKE-OFF CONSTANT VOL. SYSP RANCH. VARIABLE VOL. SYST. # NUMBER NPT NATIONAL PIPE THREAD VOLUME DAMPER al: LL_ , Q ADJUSTABLE TAP UP TO 1000FPM Q THESE DRAWING5 ARE AN IN5TRUMENT OF 5ERVICE, AND TAP TAKE-OFF OVER 1000 FPM USE V.D. ONLY A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. SUP LY RETURN ANY UNAUTHORIZED U5E OF THESE DOCUMENT515 IN A OFFSET IN VERTICAL PLANE VIOLATION OF 5ECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. i SHALL BE MADE WITH 5TATE EDUCATION LAW. SMOOTH FITTINGS. DRAWING NO. TITLE Drawin Title RISE OR DROP ELEVATION 9 M-001 MECHANICAL GENERAL NOTES MECHANICAL OFFSET INE HORIZONTAL PLANE M-002 MECHANICAL GENERAL NOTES HORIZONTAL SMOOTH FITTINGS.SHALL BE MADE WITH GENERAL NOTE5 MECHANICAL GENERAL M-101 MECHANICAL FIRST FLOOR PLAN OFFSET PLENUM PLENUM OVER LINEAR SUPPLY OR RETURN DESCRIPTION OF WORK SCOPE M-102 MECHANICAL 2ND FLR & ATTIC PLANS 5CTM# 1000-1 OG-G-3 APP No: OVER DIFFUSER OR GRILLE M-501 MECHANICAL DETAILS 5CDH5 No.: JM2 #: 2022-OG42 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST DIFFUSER CONICAL FITTINGS MECHANICAL EQUIPMENT FOR FIRST FLOOR BAR/RESTAURANT M-601 MECHANICAL SCHEDULES PRINTING. zz� I — REGULATION OF VOLUME DAMPER SHALL BE ANC SECOND FLOOR APARTMENT Plannin #: DATE: 5/3/2022 CONN. TO LINEAR ACCESSIBLE THROUGH THE FACE OF DIFFUSER M-701 MECHANICAL SPECIFICATIONS 9 - DIFFUSER PLENUM M-702 MECHANICAL SPECIFICATIONS 5EAL t 51GNATURE: DE51GNED BY: 5G I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATES THAT FLD FIRE RATED TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS W L LJ ACCESS DOOR IN DUCT CHECKED BY: AP5 AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. C OF NEW FLD MOUNTING TYPE DEPENDS ,�� yo ON AIR VELOCITIES AND DUCT P. DWG No:8,40, �A 5CALE: As indicated FIRE DAMPER SIZE - SEE SPECIFICATIONS. y Q` 0, �' �' * HTG. COIL FLARE/TRANSITION DUCT TO ACCOMMODATE COIL e R' ---------- o -' —----- COIL WITH FLANGED CONNECTION ALL AROUND $o r ACCESS DOORS OARoroo�a NP s HEATING COIL a L� PESSiO "It is a violation of the State Education Law for any person, Architect of 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 m his or her seal and the notation "altered by" followed by his i1 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 ��+ ` 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 1738 T I G31 .320.3305 171 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 3E 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, Suite 300 2. ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE CODES 17. THE FINAL LOCATION OF AIR DEVICES MUST BE Farmingville, NY, 11738 AND AUTHORITIES HAVING JURISDICTION. COORDINATED WITH THE REFLECTED CEILING PLAN AND (G31) 320 - 3305 ALL OTHER MECHANICAL, , 3. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED ARCHITECTURAL, AND ELECTRICAL ASYSTEMS SPRINKLER, MEP En 1 neer: PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS. 9 18. THE CONTRACTOR IS TO MAKE ALL LOW-VOLTAGE WIRING Emtec Consulting Engneer5 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 1770 AND THE WORK OF THE TRADES WILL PERMIT. EQUIPMENT AND CONTACTOR PANEL. (G31) 35G - 217G 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 155G Main Road, 5. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL THE TO SUCH EQUIPMENT. EQUIPMENT INDICATED WITHIN THE MECHANICAL DRAWINGS UNLESS Jame5port, 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 5775 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 INSTALLATIOV SHALL BE GUARANTEED FREE OF Project Address FIRE RATED WALLS, SMOKE AND FIRE STOPPING, DEFECTS AND CONTRACTOR SHALL REPAIR AND / OR REPLACE 5 775 W Mill Rd SHAFTS, FLOORS, RATED CEILINGS AND PARTITIONS AS ANY DEFECTIVE MATERIALS OR EQUIPMENT AT NO COST TO THE5 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 11952 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 Rev15101`115 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. 07-1 6-22 155UED FOR 5CHEMATIC DE51GN DRAIN TO A ROOF MOUNTED SPLASH PAD OR AN ACCEPTABLE 1 1-04-22 155UED FOR PERMIT 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 PRCVIDE 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 ON 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 AND SMOKE RATING 25-50. R-VALUE SHALL BE R-6 WHEN MECHANICAL CODE OR INTERNATIONAL RESIDENTIAL CODE, AS THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND DUCT IS LOCATED INSIDE OF THE BUILDING AND WHEN APPLICABLE. AIR HANDLERS SHALL HAVE A MANUFACTURER'S DESIGNATION FOR AN AIR LEAKAGE OF NO MORE THAN 2 A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. LOCATED OUTSIDE OF THE BUILDING OR WITHIN THHEE EXTERIOR PERCENT OF THE DESIGN AIR FLOW RATE WHEN TESTED IN ENVELOPE ASSEMBLY. ACCORDANCE WITH ASHRAE 193. DUCTS, AIR HANDLERS AND ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 14. UNLESS OTHERWISE NOTED, ALL SUPPLY TAKEOFFS SHALL HAVE FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL VIOLATION OF 5ECTION 7209 5U5-D►VI5ION 2 OF THE N.Y. A MANUAL VOLUME CONTROL DAMPER. COMPLY WITH THE 2015 INTERNATIONAL MECHANICAL CODE (AS STATE EDUCATION LAW. AMENDED), THE 2015 INTERNATIONAL RESIDENTIAL CODE (AS Drawing Title 15. ANY ADJUSTABLE PATTERN CONTROLLER OR BLADE SHALL BE AMENDED), AS APPLICABLE FIELD SET BY THE INSTALLING CONTRACTOR AS INDICATED ON MECHANICAL THESE DOCUMENTS. 27. ALL RESETS FOR CONTRDLS SHALL BE AUTOMATIC, UNLESS SPECIFICALLY NOTED AS MANUAL. GENERAL NOTE5 5CTM# 1000-1 OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-0642 Planning #: _ DATE: 5/3/2022 5EAL SIGNATURE: DE51GNED BY: 50 OF NEW y Yo CHECKED BY: APS CO tee. P 84a Q� 5CALE. A5 indicated DWG No: Adlk 2 �Z :M tir 10079 P~� - ESSION IVI 0 0 "It is a violation of the State Education Law for any person, Architect of Kccord: 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:' �� (u�'+ Q p C, This plan is approved only for the work indicated on the 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. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1736 TOILET EXHAUST LOUVER W/ MIN. 0.2 SQFT NET FREE T I G31 .320.3305 FI G31 .320.3307 AREA SPECIFIED BY ARCHITECT. (100 CFM) TO BE LOCATED MIN 3' FROM NEAREST OPERABLE WINDOW — Applicant: -- _ Anthony Martignetti 8 East 92nd 5t, Apt 3 12x8 New York, NY 10125 (917) 535 - 3777 �i CD (250P ; - Architect of Record : (1, ) CD ' CDJM2 Architecture, PC f 2410 North Ocean Ave, Suite 300 DINING C � � Farmingville, NY, 1 1738 C 1f CD (G31) 320 - 3305 250) - oC �rEN —�- ° MEP Engineer: M !TCh�N o �G A_5)0 Emtec Con5ultmg Engineers DPC (1 0) I EF-1 --- ° 3555 Veterans Memorial Highway, Suite M 6" DIAMETER TO LET ! ( =I) 1 CD ° Ronkonkoma, NY 1 1779 EXHAUST. DUCT TO B N`'ER,; BATH ® (250) (G31) 35G - 217G IN BETWEEN CEILING S S NG JO 'ION; ° , Surveyor: WHERE POSSIBLE Nathan Taft Corwin - - ' �� 158G Main Road, _ -- (1' 0 � 18x16 RETURN export, NY 11947- --�--- __ .. . .- � Jam SHAFT UP TO 7 - 090 ❑ � �, -v- ------ _ _ � N CD -- s=----- SECOND FLOOR. (G31) 72 2 F-2 R (250) PROVIDE RETURN w FS AD GRILLE WITH FSD AT Project Name ai 2 BOTTOM OF SHAFT a TO AHU4 Tt BAT! HALL 5775 W Mill Road TABLE SEATING DOCK (45 SEATS) D ORK 70 BE T % ---- - Project Address e..� RUN BETWEEN CEILING JOISTS (TYP) .. . _ �a_ � - - - 'o 5775 W Mill Rd, -, -__.. - - 1 18x16 SUPPLY UP ' TO SECOND FLOOR. ------_- I .l RCH TO PROVIDE PROPOSED LOCATION Mattituck, NY 11952 PROVIDE FSD AT FSD AD SOFFIT FOR OUTDOOR ED OVER PATIO CEILING _I CONDENSING UNIT.. �— CONTRACTOR TO Project Type CONFIRM WITH EEC CD b CD _ OWNER ON EXACT Renovation (90) (90) 90 FOYER oOP LOCATION. REFRIGERANT PIPING o BAP,AP.EA ,� - TO BE RUN UP TO AHU'S IN ATTIC Rev1510n5 Y --------, 07-1 5-22 155UED FOR SCHEMATIC DE51GN 7 1 1-04-22 155UED FOR PERMIT i I_I i I BAR(i O,SEAT5) i EH-3 (7 WOOD DECK LIFT CD CD (90) (90) g -------- - - �� O a i I - — I — I I ENTRY I 1XII 7CD ro5r C CD (90) a - DN DN RAMP DN RAMP THE5E DRAWING5 ARE AN INSTRUMENT OF 5ERVICE, AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED U5E OF THESE DOCUMENTS 15 IN A VIOLATION OF 5ECTION 7209 5UB-DIV15ION 2 OF THE N.Y. FIRST FLOOR PLAN Drawing Title STATE EDUCATION LAW. SCALE: 1/4" = 1 '-0" MECHANICAL f I R5T F LOOR PLAN O KEY NOTES SHEET NOTES 5CTM# 1000-1 OG-G-3 APP No: 1. CEILING MOUNTED TOILET EXHAUST FAN INTERLOCKED WITH LIGHT 1. REFER TO M-001 FOR MECHANICAL SYMBOLS, ABBREVIATIONS, AND SCDHS No.: JM2 #: 2022-0642 SWITCH. GENERAL NOTES. Planning #: _ DATE: 5/3/2022 2. PROVIDE REGISTER GRILLE AT CEILING FOR RETURN DUCT 2. REFER TO M-500 SERIES FOR MECHANICAL DETAILS. 5EAL t 51GNATURE: DESIGNED BY: DIG 3. REFER TO M-600 SERIES FOR MECHANICAL SCHEDULES. CHECKED BY: APs ��pF NEWYO 4. REFER TO M-700 SERIES FOR MECHANICAL SPECIFICATIONS. ,�p P.840, .p� CALE: As indicated y F 'G No: 4..Z R'FESS10 "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 itemi M rm his or her seal and the notation "altered by" followed by his 1 or her signature and the date of such alteration, and a -- specific description of the alteration:' Apirecture P.c. — -- L- — This plan is approved only for the work indicated on the =y1. .. — —— _=-- 1 j i -- application specification sheet. all other matters are not to be 1 — — -} — — relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC L i in accordance with applicable codes. ' 1 2410 NORTH OCEAN AVENUE J ' 00 SUITE 300 9L Or FARMINGVILLE, NY, 1 1735 T I G31 .320.3305 FI G31 .320.3307 ®Livina Room L-----------f Applicant: Anthony Martignetti 8 East 92nd 5t, Apt 3 ® New York, NY 10125 f---------- -------- (917) 535 - 3777 1 Architect of Record: i__________________ TO AHU-2 JM2 Architecture, PC 2410 North Ocean Ave, 5uite 300 FD/AD SR SR SR ': REF Dw Farmingville, NY 11736 I(150) T t (150) (150) PR03G50G 8X10 DOWN TO 2ND ,...,.,.-�._:,,-,�� - FLOOR (G3 I) 320 3305 �.. . _ w ,._ _:�__•.,..-....,U _ _ . � 4�, DIAMETER DRYER 18x16 RETURN DUCT 4" DIAMETER RYER j EXHAUST DOWN TO 2ND FLOOR. MEP Engineer: 8X10 UP TO 0 ( C�. EXHAUS D� RUN RETURN Emtec Consulting Engineer5 DPC ATTIC. ARCHTO U!D / _ i SR DUCTWORK ABOVE FDA 8X8 TOP CONNECTION SD/AD SUPPLY DUCT AND 3555 Veterans Memorial Highway, Suite M PROVIDE SOFFIT -- :,. CD j_� 18x16 RETURN UP (175) CONNECT TO AHU-1. Ronkonkoma, NY 11779 8X8 UP TO (50) �,:.. ...... xv. — TO ATTIC. OFFSET ) G ATTIC Bathroom CD ' _ - AT CEILING LEVEL PROVIDE FSD AT (G3 135 - 217G n FLOOR EF-3 — (200) H o Surveyor: � 1,1 18x16 RETURN x 18x16 SUPPLY DUCT \_/ —1 DOWN TO 1 ST SR cv DOWN TO 2ND FLOOR. Nathan Taft Corwin - � � 8X8 DOWN TO 2ND FLOOR. ARCH TO FLOOR. DUCT TO BE (175) CONNECTED TO 158G Main Road, UP Mechanical PROVIDE SHAFT AHU-1. PROVIDE FSD • UN IN BETWEEN amesport, I 1547 j J hwN OIC FLOOR JOISTS AT FLOOR _._ AHU-2 (G3 I) 727 - 2090 Project Name 8x8 UP TO ATTI 0 0 ---- -_ 18x16 SUPPLY DUCT CONNECTION k ECTION PROVIDE FD AT ALL DOWN TO 1ST FLOOR. AHU-3 5775 W Mill Road DUCT PENETRATIONS (�BE ?OOM ARCH TO PROVIDE SHAFT R 8x8 BOTTOM TO ATTIC FD/ D Cp O 18x16 SUPPLY DUCT CONNECTION DOWN TO 00 80 UP TO ATTIC. OFFSET 2ND FLOOR °X ( ) � -y o0 3 SHAFT COMING FROM Project Address V) DOCL• CD Q, _._ -:- j 1ST FLOOR ® ,l 5775 W Mill Rd, 5i1ELVE5 (60) TO AHU-3 DN o _..... -_ .W_;a ,.u=_®77,:;ram.:.V ALL DUCTWORK TO BE R Mattituck, NY 1 1952 RUN IN BETWEEN (175) Project Type CEILING JOISTS T HU_ 1&16 RETURN DUCT 3 00 CONNECTED TO + AHU-1. Renovation v _...> x N 00 Revisions BEDROOM BEDROOM 07-1 8-22 155UED FOR SCHEMATIC DE51GN SR 1 1-04-22 155UED FOR PERMIT FD/AD 8X12 DOWN TO (175) CD CD 0 0 SD SECOND FLOOR RR (160) (140) (140) j (700) 16x8 SECOND FLOOR PLAN ATTIC PLAN SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" THESE DRAWING5 ARE AN IN5TRUMENT OF 5ERVICE, AND A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENT515 IN A VIOLATION OF 5ECTION 7209 5UD-DIV15ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title MECHANICAL 2ND fLK � ATTIC PLAN5 5CTM# 1000-1 OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-OG42 Planning #: _ DATE: 5/3/2022 \-2j KEY NOTES SHEET N ES X SEAL SIGNATURE: DE51GNED BY: DG 1. CONNECT KITCHEN HOOD AS PER MANUFACTURER RECOMMENDATIONS 1. REFER TO M-001 FOR MECHANICAL SYMBOLS, ABBREVIATIONS, AND CHECKED BY: APS AND ROUTE 6" DUCT TO WALL HOOD. GENERAL NOTES. K�OF NEW Yo 2. REFER TO M-500 SERIES FOR MECHANICAL DETAILS. y'�p ��W P'sgCQ `GALE: As indicated 3. REFER TO M-600 SERIES FOR MECHANICAL SCHEDULES. �G No: 4. REFER TO M-700 SERIES FOR MECHANICAL SPECIFICATIONS. �AZ A N 0 AUN, vti= ROFESS1 .. "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 2 TYP. 1 NP 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 JM2 or her signature and the date of such alteration, and a specific description of the alteration:' �� itec U � e -'�!C. This plan is approved only for the work indicated on the 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 STRICTURE ABOVE AT A 5UITE 300 B _ A MINIMUM OF EVERY 7FT OF 3 TYP. EXISTING WOOD JOIST STRUCTURE FARMINGVILLE, NY, 11736 LENGHT OF DUCTWORK FLOWIR — o AER (TYPICAL) 4 TYP. A 15' OR LESS A� B T G31 .320.3305 F G31 .320.3307 -- 15' FLO� _ EFt�OW Applicant: TRANSFORMATION EXPANSION CONTRACTION Anthony Martignetti t: 8 East 92nd 5t, Apt 3 TURNING New York, NY 10128 VANE (917) 535 - 3777 TURNING �a VANES Architect of Record : x THREE U 2/3 D JM2 Architecture, PC 23D 90' ELBOW TURNING VANES / �D-� 1. ITW BUILDEX SAMMYS—GST20 WOOD-3/8-ROD ( )VERTICAL MOUNT 2410 North Ocean Ave, Suite 300 45' ELBOW SIMILAR NO THROAT RADIUS SHORT RADIUS FULL RADIUS UL—FM—NFPA APPROVED — PULLOUT 1760# — FIR Farmingville, NY, 1 1738 (USE IN NOT LESS THAN NOMIINAL 2"WX3"h. 1. ITW BUILDEX SIDEWINDERS-SWG10 WOOD-3/8"ROD (HORIZONTAL MOUNT) (G31) 320 - 3305 7 UL—FM—NFPA APPROVED — PULLOUT 622f — FIR MEP En Ineer: (USE IN NOT LESS THAN NOMIINAL 2"WX3 h.) 9 3. THREADED ROD (3/8" MIN). WALL Emtec Consulting Engineers DPC 4. THREADED ROD COUPLING, GLASS FIBER INSULATION TO FILL VOID 3555 Veterans Memorial Highway, 5uite M CLZZ ^� WOOD STRUCTURE SHEET METAL SAFING ALL AROUND TO MATCH Ronkonkoma, NY 11779 Q W SUPPLY OR RETURN WYE TURNING VANES `�'�� ZZ ( ) DUCTWORK MATERIAL MIN. 22 GA. (63 I) 35G - 2 17G (RECTANGULAR DUCT) - METHOD OF HANGING DUCTWORK Surveyor: 0 oX NO SCALE RECTANGULAR OR ROUND DUCT Nathan Taft Corwin 155G Main Road, a oo Q o Jamesport, NY 11947 11 D1 `` Ld (G31) 727 - 2090 I�-D 3/4 D 90' ELBOW TAKE—OFF NOTE: COORDINATE CONNECTION CAULK AIR—TIGHT ALL AROUND 1/2" MAX. RETURN AIR BRANCH USE ONLY IN AREAS FULL RADIUS ELBOW TO BUILDING WITH ARCHITECT L MOUNT FAN FROM STRUCTURE Project Name FITTING WHERE SPACE IS LIMITED TAKE—OFF AND STRUCTURAL ENGINEER. ABOVE WITH THREADED RODS. PROVIDE WITH SPRING DUCTWORK DETAILS VIBRATION ISOLATORS. NOTES: 5775 W Mill Road 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 Addre55 3. WHERE SLEEVES ARE PROVIDED, SEAL BETWEEN SLEEVE AND DUCT. 5 775 W Mill Rd, EXTEND 4' FROM : : : : TYPICAL PENETRATION OF FAN DISCHARGE Mattituck, NY I 1952 PROVIDE BDD NON FIRE-RATED WALL DETAIL Project Type SCALE: NONE Renovation e Revisions 07-1 5-22 155UED FOR SCHEMATIC DE51GN GASKETED 1 1-04-22 155UED FOR PERMIT TO SIDEWALL ACCESS FLEXIBLE CONNECTIO DISCHARGE CAP PANEL W/ SCREEN IN-LINE INSTALLATION LINING DUCT IN-LINE CEILING EXHAUST FAN DETAIL SCALE: NONE MAX. OF 12" TO BRANCH CONNECTION NOTES: UNLESS NOTED OTHERWISE T1) ACOUSTICALLY LINE ALL RETURN DUCT. 2) LINE SUPPLY DUCT TO 25 FT FROM FAN IN ACCORDANCE WITH THE SPECIFICATIONS. ALVANIZED SHEET SEPARATE SPEED M�'� METAL DUCT CLIP WASHER � �6'' � USE RIGID GALVANIZED 90 DEGREE ELBOW ROOF ALL ENDS OF LINER PARALLEL TO STRUCTURE PINS SPOT WELDED fit, COATED WITH ADHESIVE ANGLE OR UNISTRUT JOIST TO DUCTWORK �P C� 6" 6' VOLUME DAMPER LOCATED METAL STRAP CLAMP 16 HANGER STRAP IN ACCESSIBLE LOCATION. FIBERGLASS (TYPICAL) 2 PLACES COATED SURFACE OFZ SEE NOTE 1. PROVIDE ACCESS DOOR OR INSULATION EXPOSED CABLE OPERATOR IF NOT INSULATION PER INSULATED FLEXIBLE DUCT TO AIR STREAM SPECIFICATIONS (MIN. 2', MAX. 5', NO MORE OPPOSED BLADE THAN ONE 90' BEND) THESE DRAWING5 ARE AN IN5TRUMENT OF SERVICE, AND TYPICAL STUD-WELDED PINS NOT MORE THAN 3" SHEET METAL DIFFUSER AT A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. AND SPEED CLIP WASHER FROM EDGE OF LINER 1" MIN I--- SCREWS SEE (SEE DETAIL "A") NOTE 2. (TYP) TRANSITION FITTING ANY UNAUTHORIZED U5E OF THESE DOCUMENT515 IN A INSULATE DIFFUSER AS REQUIRED SPEED CLIP WASHER PRESSED 60" MAX BACK AND SEAL WITH VIOLATION OF 5ECTION 7209 5UB-DIV15ION 2 OF THE N.Y. DOWN OVER PIN TO LINING LINING (THICKNESS AS VAPOR BARRIER TAPE I SUPPLY AIR DIFFUSER STATE EDUCATION LAW. SPECIFIED) PRESSED ROOF I Drawing Title DOWN OVER GRIP PIN. PERPENDICULAR TO STRUCTURE MECHANICAL ADHESIVE OVER DUCT WELD—PIN STUD WELDED TYPICAL DIFFUSER OR GRILLE CONNECTION DETAIL5 COMPLETE SURFACE TO DUCT (PINS FASTENED SCALE: NONE OF DUCT TO DUCT WITH ADHESIVE RECTANGULAR DUCT-� 5CTM# 1000-1 OG-G-3 APP No: DETAIL "A" NOT APPROVED) THREADED BOTTOM OF STRUCTURE ROD (TYP) 5CDH5 No.: JM2 #: 2022-OG42 DUCT LIPgING INSTALLATION DETAIL LOADS MUST BE Planning #: _ DATE: 5/3/2022 SCALE: NONE HUNG WITHIN 6" OF PANEL POINTS ANGLE OR UNISTRUT 5EAL 51GNATURE: DE51GNED BY: DG MOTES: 1.USE THREADED ROD FOR ALL DUCTS LARGER THAN 60"0 WIDE. OF NEW YO CHECKED BY: AP5 2.SHEET METAL SCREWS MAY BE OMITTED IF HANGER STRAP IS CONTINUOUS AND P �1 R 84 - .per 5CALE: A5 indicated LOOPS UNDER ENTIRE DUCT. DWG No: RECTANGULAR DUCT SUPPORT DETAIL NO SCALE y ,r �aARo10o74 NbU P�� a �ESSLO "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 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 ArcpItecicure specific description of the alteration." P.c. This plan is approved only for the work indicated on the 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. BASIS OF DESIGN GREENHECK MXJ-YA2512M MXJ-YA2512M o AM018TNZDCH/AA IDU13 2410 NORTH OCEAN AVENUE EXHAUST FAN SCHEDULE 1/2"I1 1/8"(in) 3/s"I7/$"(in) 1/4"�1/2"(in) I SUITE 300 17669Btu/h 12974Btu/h 21504Btu/h FAN ELECTRICAL APPROX. 9.84ft�0EA 9.84ftI0EA 9.84ftI0EA I FARMINGVILLE, NY, i 1738 ID MODEL N0. SERVICE CFM RPM E.S.P. WATTS DRIVE AMPS SONES DIM. V/PH/Hz MCA MFS WEIGHT REMARKS # T 631 .320.3305 F 631 .320.3307 IN. W.( . LxWxH (LBS) EF-4 SP-A90 1ST FLOOR 75 870 0.25 15 DIRECT 0.14 0.4 13x10x9 115/1/60 - - 12 1 2 3 3/8"I3/4"(in) o AM072TNZDCH/AA I IDU15 Applicant: EF-5 SP-A90 1ST FLOOR 75 870 0.25 15 DIRECT 0.14 0.4 13x10x9 115/1/60 - - 12 1 2 3 70701 Btu/h I53487Btu/h I80260Btu/h Anthonyarti netts EF-7 SP-A90 2ND FLOOR 75 870 0.25 15 DIRECT 0.14 0.4 113x10x9 115/1/60 - - 12 1 2 3 9.84ft�0EA ° 1-0 Y 9 8 East 92nd 5t, Apt 3 NY I 028 ,York 1 10 INTERLOCK WITH LIGHT SWITCH 02 HANGING VIBRATION ISOLATORS Q3 BACKDRAFT DAMPER 3/8"15/8"(in) on AM036TNZDCH/AA I IDU12 New New York, - 37 1 9.84ftI0EA 35284Btu/h I26263Btu/h I39119Btu/h Architect of Record: ° JM2 Architecture, PC 3 phse VRF © 2410 North Ocean Ave, 5uite 300 ELECTRIC RADIANT HEATERS BASIS OF DESIGN ZENITH AM120BXVGJH/AA - Farmingville, NY, 11735 123653 Btu/h I 140882Btu/h (63 I) 320 - 3305 POWER LECTRICA APPRox. I ID MODEL NO. SERVICE WATT BTU/H DIM. V/PH/Hz WEIGHT REMARKS MEP En 9Weer: LXWXH (LBS) VRF Emtec ConsultingEngineers DPC EH-1,2 ASIRH WR 4002 PATIO 4000/3200 13,651/10,921 19x6x16 208 3 60 14 1 PIPING FLOW DIAGRAM SCHEMATIC 3555 Veterans Memorial Highway, 5uite M I - I I I 't SCALE: NONE Ronkonkoma, NY 1 1779 O1 PROVIDE ELECTRIC DIMMER WITH TIMER 3 I) 356 - 2 176 Surveyor: Nathan Taft Corwin SEQUENCE OF OPERATIONS 158G Main Road, Jame5port, NY 1 1947 AIR TERMINAL SCHEDULE BASIS OF DESIGN TITUS AIR HANDLING UNITS (ANUS) - TYPICAL FOR ALL: DEDICATED THERMOSTAT OR SEVERAL THERMOSTATS FOR THE (631) 727 - 2090 PURPOSE OF AVERAGING TEMPERATURE READINGS. NIGHT SETBACK: Project Name SYMBOL DESCRIPTION MODEL NECK FACE CFM REMARKS DURING UNOCCUPIED MODE, THE SYSTEM SHALL SHUT OFF. IF TEMPERATURE CONTROLS SHALL BE PROVIDED WITH SETPOINT THE ZONE TEMPERATURE DRIFTS TO THE UNOCCUPIED HEATING OVERLAP RESTRICTIONS. (55'F, ADJ.) OR COOLING (85°F, ADJ.) SETPOINT, THE SYSTEM THERMOSTATIC CONTROLS SHALL BE PROVIDED WITH A 5°F 5 775 W Mill Road CD SUPPLY DIFFUSER TDC 6x6 NECK +6" UP TO 125Pi 2 3 SHALL START UP TO HEAT OR COOL THE ZONE, WHILE THE OA DAMPER REMAINS CLOSED UNLESS ECONOMIZER OPERATION IS DEADBAND. 9x9 NECK +6" 126 TO 275 2 3 ( 12x12 NECK +6" 276 TO 475 2 3 INITIATED). EACH ZONE SHALL BE EQUIPPED WITH SETBACK CONTROLS AS Project Address 15x15 NECK +6" 476 TO 750 2 3 OPTIMAL START: DETAILED IN SETBACK CONTROLS SECTION. 5 775 W Mill Rd, THE SYSTEM CONTROLLER SHALL AUTOMATICALLY DETERMINE HOT WATER HEATING COILS SR SUPPLY REGISTER 30ORL 6x6 7-3 4x7-3 4 15 TO 114 1 2 THE OPTIMAL START TIME SUCH THAT EACH ZONE REACHES ITS Mattituck NY 1 2 / / OCCUPIED SETPOINT JUST IN TIME FOR THE SCHEDULED UPON A CALL FOR HEAT, ASSOCIATED HOT WATER CIRCULATOR 30ORL 8x6 9-3/47-3/4 115 TO E204 56 1 2 OCCUPANCY. PUMP SHALL ENERGIZE TO CIRCULATE WATER TO AIR HANDLING UNIT. 30ORL 10x6 11-3/4x7-3/4 157 TO 1 2 Project Type OCCUPIED HEATING/COOLING OPERATION: ASSOCIATED HOT WATER CONTROL VALVE SHALL OPEN TO ALLOW RG/TG RETURN GRILLE/TRANSFER GRILLE 350FL 6x6 7-3/47-3/4 UP TO 130 2 EACH UNIT SHALL USE PRESSURE INDEPENDENT CONTROL WITH HOT WATER TO FLOW THROUGH COIL IN ACCORDANCE WITH Renovation AIRFLOW MEASUREMENT, TO VARY PRIMARY AIRFLOW TO MAINTAIN MECHANICAL DETAILS. WHEN ROOM TEMPERATURE HAS BEEN 350FL 8x6 9-3/49-3/4 131 TO 180 2 ZONE TEMPERATURE AT ITS OCCUPIED SETPOINT. THE RTU SATISFIED FOR MORE THAN 15 MINS ADJ. 350FL 12x6 13-3/4x7-3/4 181 TO 260 2 SHALL MODULATE THE BYPASS DAMPER TO MAINTAIN DUCT (ADJ.), PUMP SHALL STATIC PRESSURE AT SETPOINT AND MODULATE (OR CYCLE) DISENGAGE AND ASSOCIATED CONTROL VALVE SHALL FULLY 350FL 12x12 13-3/4x13-3/4 450 TO 530 2 COMPRESSORS, MODULATE HEAT, OR ENABLE AIRSIDE CLOSE. Revis1on5 350FL 18x8 19-3/4x9-3/4 531 TO 590 2 ECONOMIZING BASED ON CURRENT ZONE COOLING/HEATING 07-1 8-22 155UED FOR SCHEMATIC DE51GN 350FL 1404 15-3/405-3/4 591 TO 740 2 DEMANDS. THE OUTSIDE AIR DAMPER SHALL OPEN TO BRING IN VRF SYSTEM VRFCU-1 11-04-22155UEDFORPERMIT THE REQUIRED AMOUNT OF VENTILATION. - (---- MORNING WARM-UP/PRE-COOL: GENERAL: 1 PROVIDE OBD ONLY WHERE VOLUME DAMPER NOT PROVIDED IN DUCTWORK O 2 SURFACE MOUNT EACH UNIT SHALL VARY PRIMARY AIRFLOW TO RAISE LOWER / THE VRF SYSTEMS CONSIST OF AN OUTDOOR UNIT CONNECTED 0 DIFFUSERS TO BE PAINTED. REFER TO ARCH DRAWINGS FOR PAINTING SPECIFICATIONS ZONE TEMPERATURE TO ITS OCCUPIED SETPOINT. THE RTU TO A NUMBER OF INDOOR UNIT THROUGH CONTROL WIRING. SHALL MODULATE THE BYPASS DAMPER TO MAINTAIN THE DUCT STATIC PRESSURE AT SETPOINT AND MODULATE (OR CYCLE) COMPRESSORS OR MODULATE HEAT BASED ON CURRENT ZONE TEMPERATURE CONTROL: COOLING/HEATING DEMANDS. THE OUTSIDE AIR DAMPER SHALL INDOOR UNIT SEQUENCE OF OPERATIONS: REMAIN CLOSED, UNLESS ECONOMIZER MODE IS INITIATED. • ON/OFF CONTROL: THE INDOOR UNITS CAN BE COMMANDED ON/OFF EITHER BY A SCHEDULE IN THE CENTRAL ECONOMIZER MODE (IF APPLICABLE): CONTROLLER OR AT THE REMOTE CONTROLLER. IF ALL ECONOMIZER MODE SHALL BE ENABLED BASED ON OUTDOOR INDOOR UNITS ARE OFF, THE OUTDOOR UNIT SHALL TURN AIR ENTHALPY, RETURN AIR ENTHALPY AND OUTDOOR AIR OFF. WITH THE NIGHT SETBACK FUNCTION/MODE, THE SYSTEM TEMPERATURE. OPERATION IN ECONOMIZER MODE SHALL BE SHALL CYCLE ON DURING UNOCCUPIED PERIODS AS NEEDED ENABLED WHEN THE OUTDOOR AIR ENTHALPY REMAINS BELOW TO MAINTAIN UNOCCUPIED TEMPERATURE SET POINT. RETURN AIR ENTHALPY AND CONTINUES UNTIL OUTDOOR AIR HEATING MODE: THE INDOOR UNIT SHALL MODULATE ITS ENTHALPY RISES ABOVE RETURN AIR ENTHALPY BY 3 BTU/LB LINEAR EXPANSION VALVE (LEV) TO MAINTAIN TEMPERATURE OR WHEN THE OUTDOOR AIR TEMPERATURE RISES ABOVE 80 SET POINT OF 72-F (ADJ.). DEGREES F. IF THE OUTDOOR AIR TEMPERATURE IS MORE THAN TWO DEGREES BELOW THE EVAP LEAVING TEMP SETPOINT THEN 0 COOLING MODE: THE INDOOR UNIT SHALL MODULATE ITS THE DX COOLING SHALL BE LOCKED OUT AND THE DAMPERS LINEAR EXPANSION VALVE (LEV) TO MAINTAIN TEMPERATURE SHALL MODULATE TO MAINTAIN THE EVAP LEAVING TEMP SET POINT OF 75-F (ADJ.). VRF SPLIT SYSTEM INDOOR AHU SCHEDULE BASIS OF DESIGN SAMSUNG SETPOINT. IF THE OUTDOOR AIR TEMPERATURE IS ABOVE THAT 0 SPACE TEMPERATURE CONTROL: THE INDOOR UNIT SHALL POINT BY A DEADBAND OF 1 DEGREE THEN THE OUTDOOR AIR MODULATE ITS INTERNAL LINEAR EXPANSION VALVE (LEV) TO THESE DRAWING5 ARE AN IN5TRUMENT OF 5ERVICE, AND NOMINAL FAN COOLING HEATING ELECTRICAL APPROX. APPROX. DAMPER SHALL OPEN TO THE MAXIMUM DAMPER POSITION AND MAINTAIN THE TEMPERATURE SET POINT VIA THE INDOOR A5 5UCH ARE THE PROPERTY Of JM2 ARCHITECTURE P.C. ID MODEL NO. SERVICE CAPACITY ALLOW DX COOLING TO STAGE, AS NECESSARY. DURING , CFM RPM E.S.P. BHP DRIVE NAMEPLATE FLA ENTERING LEAVING SENSIBLE TOTAL ENTERING LEAVING TOTAL V/PH/Hz MCA MOP DIMENSION WEIGHT REMARKS ECONOMIZER MODE THE FAN SHALL MODULATE TO MAINTAIN THE UNITS INTERNAL CONTROLS. ANY UNAUTHORIZED U5E OP THESE DOCUMENT5 15 IN A BTU IN. W.G HP DB/WB 'F DB/WB 'F CAPACITY CAPACITY TEMP .'F TEMP .'F MBH WxDxH (LBS) OCCUPIED SPACE COOLING SETPOINT. 0 THE SET POINT IS ADJUSTABLE AT THE REMOTE CONTROLLER VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. AHU-1 AM060TNZDCH/AA 1ST FLOOR 72,000 1680 - 0.4 - - - 5.72 80.6/66. - 43.4 72 68 - 80 208/1/60 7.2 15 124X59X22 239 1 2 OR CENTRAL CONTROLLER. THE TEMPERATURE SET POINT CAN STATE EDUCATION LAW. AHU-2 AC036BXADCH/AA 2ND FLOOR 36,000 1055 - 0.4 - - - DETECTION AND DIAGNOSTICS AS REQUIRED BY THE NYS CENTRAL CONTROLLER Drawing Title 1.66 80.6/66. - 26.2 35.2 68 - 29.1 208/1/60 2.1 10 37X48X13 138 1 2 ECONOMIZERS SHALL BE FURNISHED AND INSTALLED WITH FAULT ALSO BE SCHEDULED AT THE REMOTE CONTROLLER OR THE AHU-3 AM018TNZDCH/AA ATTIC 18,00 530 - 0.4 - - - 0.72 80.6/66. - 12.9 17.6 68 - 15.9 208/1/60 0.9 10 35X32X12 109 1 2 ENERGY CONSERVATION CODE. • FAN/VANE CONTROL: FAN SPEED AND VANE DIRECTION (IF COOLING/HEATING (STANDARD) OPERATION: APPLICABLE) SHALL BE ADJUSTABLE BY THE USER AT THE MECHANICAL lO WIRED REMOTE TEMPERATURE CONTROLLER 0PROVIDE CONDENSATE PUMP WITH SAFETY SWITCH EACH UNIT SHALL BE FURNISHED & INSTALLED WITH EITHER A REMOTE CONTROLLER AND/OR THE CENTRAL CONTROLLER. CONDENSING UNIT SCHEDULE BASIS OF DESIGN SAMSUNG 5CHEDULE5 NOMINAL COMPRESSORS CONDENSER FAN APPROX. ELECTRICAL UNIT APPROX. 5CTM# 1000-106-6-3 APP No: ID MODEL NO. SERVICE CAPACITY NO. COMP. 1 COMP. 1 NO. COMP. 2 COMP. 2 NO. OF RPMLE qEACH NAMEPLATE RLA DIMENSION V/PH/Hz MCA MOP EER WEIGHT REMARKS BTU OMP. 1 RLA LRA COMP. 2 RLA LRA FANS EAC HP EACH WxDxH (LBS) 5CDH5 No.: JM2 #: 2022-OG42 CU-1 AM096FXVAFH2AA AHU-1,2,3 120,000 1 - - - - - 2 - - - 51 X31 X67 208/3/60 19.4 25 12.0 571 1 Planning #: _ DATE: 5/3/2022 l� ARCH TO PROVIDE PLATFORM FOR OUTDCOR UNIT SEAL t 51GNATURE: DE51GNED BY: 5G Kt OF NEW Yo CHECKED BY: AP5 P.84 .�►� SCALE. As indicated DWG No: C.6 100704 ��► �OFFSSIONP M = 601 "It is a violation of the State Education Law for any person, rc itect o ecor : GENERAL: A. 2008 NEW YORK CITY BUILDING CODES. Q.INDOOR FLEXIBLE CONNECTIONS:NEOPRENE CO BmOmtl iRtrR€trAFbAiq;*mmn!(Mroi?PEOi6 E gUAD g sed B. 2010 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. DUCTWORK AND AIR DISTRIBUTION DEVICES: SEWED AND CEMENTED SEAMS,SIMILAR TO VIEW FAgRf�.ssional 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 i It egi I �f item R.EXHAUST REGISTERS:EXTRUDED ALUMINUM,F1XE f j f IZ 1�L H�`f Sima E. NATIONAL FIRE PROTECTION ASSOCIATION. EDITION OF SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION INC.(SMACNA)"DUCT BLADE DAMPER,SIMILAR TO ANEMOSTAT MODELOBrer seat bnd '4notation altere by o owe by his f 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 METAL CONSTRUCTION FOR VENTILATING AND AIR CONDITIONING SYSTEMS,SECTION 1 -LOW or her signature and the date of such alteration, and a 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 escri tion of the alteration." itecture CARRIED OUT BY THE CONTRACTOR WHO SHALL INFORM THE OWNER,PRIOR TO SUBMITTING A PROPOSAL,OF ANY REFRIGERATION WORK: ADC AND TIMA FLEXIBLE DUCT PERFORMANCE STANDARDS. S.RETURN GRILLES:EXTRUDED ALUMINUM,FIXED H RIZq#1;9 1pFx(45 �484��P/('��N%91I46W JP&NgS�Tthe �c F.C. WORK OR MATERIALS,WHICH VIOLATE ANY OF THE LAWS AND REGULATIONS. ANY WORK DONE BY THE MODEL X3HD . 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 MATERALS: relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC 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 WATER SYSTEM SPECIALTIES-GENERAL: in accordance with applicable codes. 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 A. ALL PIPING SHALL BE SO PITCHED THAT ALL AIR IN THE SYSTEM CAN BE VENTED THROUGH AUTOMATIC AIR SUITE 300 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: VENTS. ALL PIPING SHALL BE ARRANGED SO THAT ENTIRE SYSTEM MAY BE DRAINED. CONNECTIONS TO INSTALLATION OF ALL WORK INDICATED OR SPELLED OUT IN CONTRACT DOCUMENTS,IN FULL CONFORMITY WITH (AS PER SMACNA RECOMMENDED GUIDELINES) EQUIPMENT SHALL BE TAKEN OFF THE TOP OF THE MAINS FOR UPFEED AND THE BOTTOM OF THE MAINS FOR FARMINGVILLE, NY, 11736 AT EITHER A 45 DEGREE ANGLE OR A 90 DEGREE ANGLE FROM HORIZONTAL PLANE. PIPING SHALL BE REQUIREMENTS OF BUILDING CODES AND OF ALL AUTHORITIES HAVING JURISDICTION. BEFORE SUBMITTING PROPOSALS BIDDERS SHALL VISIT THE SITE AND CAREFULLY EXAMINE THOSE PORTIONS OF INSTALLED SO AS TO AVOID TRAPPING OF AIR. NO PIPING SHALL BE LESS THAN INCH UNLESS OTHERWISE T I 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 4 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 NOTED, FOR PIPE SIZES NOT INDICATED ON PLANS, SEE MANUFACTURER'S EQUIPMENT CONNECTION DETAILS, 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 PROVIDE FITTINGS FOR CHANGE IN PIPE SIZE FOR FINAL CONNECTION AT EQUIPMENT REQUIRED. PROVIDE UNION Applicant: COST,SHALL NOT BE MADE WITHOUT APPROVAL. MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH CONNECTIONS AT EACH PIECE OF EQUIPMENT AND ON EACH SIDE OF ALL VALVES. PROVIDE VALVED AND CAPPED Anthonyarti netts AN EXAMINATION BEEN MADE,AS DETERMINED BY THE ARCHITECT,WILL NOT BE RECOGNIZED. D.DUCTWORK SHALL HAVE PRESSURE-VELOCITY CLASSIFICATIONS AS FOLLOW: CONNECTIONS AT ALL POINTS IN PIPING SYSTEMS REQUIRED FOR DRAINING SYSTEMS. y g E. EACH BIDDER SUMMING HIS PROPOSAL.SHALL EXAMINE ALL DRAWINGS RELATING TO THIS WORK AND VERIFY ALL 8 East 92nd 5t, 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 B. AVOID ENTRY OF FOREIGN MATTER INTO PIPING DURING CONSTRUCTION. AFTER COMPLETION OF PIPING,FLUSH New York, NY 101 28 CHARACTER OF THE WORK REQUIRED AND ITS RELATION TO OTHER WORK. NO CONSIDERATION WILL BE GRANTED SYSTEM WITH WATER. REMOVE AND CLEAN STRAINERS AND BLOW OFF ALL PIPING LOW POINTS AT THE END OF 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 FLUSH PERIOD. (9 17) 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 REFERRED TO HEREIN OR INDICATED ON THE ACCOMPANYING DRAWINGS. (SEE"EXAMINATIONS OF EXISTING PAY ALL FEES REQUIRED. i" i" POS.OR NEG. 6 C. TRAP SEAL IN CONDENSATE DRAIN PIPING SHALL BE MINIMUM ONE INCH GREATER THAN STATIC PRESSURE IN Architect of Record : CONDITIONS"BELOW). SYSTEM. SUBMITTALS: E.WHEN MAKING OFFSETS AND TRANSFORMATIONS NECESSARY TO ACCOMMODATE STRUCTURAL CONDITIONS, JM2 Architecture, PC 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. D. PROVIDE AS REQUIRED:AUTOMATIC AIR VENTS,MANUAL AIR VENTS,AND RELIEF AIR VALVES. 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 PIPE HANGERS: Farmingvlllc, NY, 1 1 738 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: INSPECTION HAS BEEN MADE AND BID INCLUDES ALL MATERIALS AND REQUIRED RELOCATION FOR ALL WORK. COPIES OR AS SPECIFIED BY ARCHITECT) Q I) 320 - 3305 1.FABRICATE DUCTWORK FROM GALVANIZED SHEET METAL OF THE GAUGES SPECIFIED. A. PIPE HANGERS FOR 2"PIPE AND SMALLER SHALL BE"GRINNELL"FIG.N0.CT65 ADJUSTABLE WROUGHT IRON. FOR 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 2-1/2"TO 4"PIPE THE HANGERS SHALL BE"GRINNELL"FIG.NO.CT266 ADJUSTABLE WROUGHT IRON OR APPROVED MEP E n I n e e 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 EQUAL. HANGER RODS SHALL BE OF THE FOLLOWING DIAMETERS 9 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 Emtec Consulting Engneer5 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. PIPE SIZE ROD DIAMETER MAXIMUM SPACING 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 1-1/4"AND BELOW e" 6'0" Ronkonkoma, NY 11779 ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. B.HANGERS AND SUPPORT INCLUDING VIBRATION ISOLATION EQUIPMENT. STAINLESS STEEL DUCTWORK. 1-1/2"TO 2" 8'-0" (G31) 35G - 217G C.SHEET METAL STANDARDS AND DETAILS. 2 1/2"TO 3" Z" 8'-0" Surveyor I. THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS AND ALL PARTS OF THE BUILDING,EXTERIOR SPACES D.DUCTWORK LAYOUT. 1. TRANSVERSE JOINTS AND ADJACENT STREET,SIDEWALKS AND PAVEMENTS,FREE FROM MATERIALS AND DEBRIS RESULTING FROM THE E.INSULATION(ALL TYPES). B. PROVIDE PIPE STANDS,SUPPORTS,HANGERS AND OTHER SUPPORTING APPLIANCES AS NECESSARY TO SUPPORT Nathan Taft Corwin EXECUTION OF THIS WORK. EXCESS MATERIALS WILL NOT BE PERMITTED TO ACCUMULATE EITHER ON THE F. ELECTRIC HEATERS AND ACCESSORIES. a.DURING ASSEMB-Y SEAL ALL FLANGED TRANSVERSE JOINTS WITH SEALING TAPE OF QUALITY EQUAL TO WORK REQUIRED BY CONTRACT DOCUMENTS.INTERIOR OR THE EXTERIOR, G. DAMPERS(ALL TYPES). HARDCAST INC. 1902-FR.CORNERS SHALL BE SEALED AS DESCRIBED BY SMACNA AND WHEN APPLICABLE PER 158G Main Road, H. FANS AND ACCESSORIES. MANUFACTURERS PLBLISHED PROCEDURES. C. SELECT AND SIZE PIPE HANGERS AND SUPPORTS IN COMPLIANCE WITH THE LATEST EDITION OF MSS MANUALS Jame5FOrt, NY 1 1947 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. SP-58, SP-69 AND SP-89. J.ALL DUCTWORK ACCESSORIES. (G3 1) 727 - 2030 K. CONTRACTOR IS TO MAINTAIN CURRENT WORKING RECORD DRAWINGS ON SITE AT ALL TIMES. K.GRILLES,REGISTERS AND DIFFUSERS. 2. LONGITUDINAL SEAMS INSULATION: L.INSTRUMENTATION. L. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED. WHEN NECESSARY,EQUIPMENT SHALL BE M.MOTOR CONTROLLERS. a. SEAL ALL LONGI-UDINAL SEAMS DURING DUCTWORK WITH HARDCAST INC.COLD SEAL 1001 OR APPROVED A. ALL INSULATION MATERIALS,INCLUDING JACKETS,FACING,ADHESIVE,COATINGS,AND ACCESSORIES ARE TO BE Project Name SHIPPED FROM MANUFACTURER IN CRATED SECTIONS OF SIZE SUITABLE FOR MOVING THROUGH RESTRICTED N.CONTROL DIAGRAMS AND SEQUENCE OF OPERATION. EQUAL FIRE HAZARD RATED AND LISTED BY UNDERWRITERS LABORATORIES INC., USING STEINER TUNNEL TEST METHOD SPACES AVAILABLE. ASCERTAIN FROM BUILDING OWNER AT WHAT TIE OF DAY EQUIPMENT COULD BE MOVED 0.TEMPERATURE CONTROL DEVICES. FOR FIRE HAZARD CLASSIFICATION OF BUILDING MATERIALS, STANDARD UL 723(ASTM E084),(ASA A2.5-1963). 5775 W Mill Road THROUGH CERTAIN RESTRICTED AREAS,AND REVIEW WITH OWNER PLANNED APPROACH FOR ANY REQUIRED P.COORDINATED LAYOUT DRAWINGS. 3. JOINTS AND DUCTVIALL PENETRATIONS FLAMESPREAD: MAXIMUM 25. FUEL CONTRIBUTED AND SMOKE DEVELOPED: MAXIMUM 50. FLAMEPROOFING EQUIPMENT RIGGING INTO BUILDING. EQUIPMENT SHALL BE LIFTED INTO POSITION,NOT ROLLED OR CRIBBED. Q.AS-BUILT DRAWINGS. TREATMENTS SUBJECT TO DETERIORATION FROM MOISTURE OR HUMIDITY ARE NOT ACCEPTABLE. 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. B. INSTALL INSULATION,MASTICS ADHESIVES,COATINGS COVERS WEATHER-PROTECTION AND OTHER WORK T.OPERATING AND MAINTENANCE MANUALS. EXACTLY AS REQUIRED BY MANUFACTURER'S RECOMMENDATIONS. Project Addre55 WORK INCLUDED: U.EQUIPMENT USE PERMITS. I. CONSTRUCTION: 5775 W Mill Rd C. ACCEPTABLE MANUFACTURERS INCLUDE CERTAIN-TEED,KNAUF,MANVILLE PRODUCTS,AND OWENS-CORNING. 9 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. ANY SUBSTITUTIONS MUST BE APPROVED BY THE ENGINNER. 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 M a tt i t u c k NY 1 AND HEREINAFTER SPECIFIED,INCLUDING,BUT NOT LIMITED TO THE FOLLOWING: PERFORMANCE CHARACTERISTICS AND CAPACITY RATINGS(PERFORMANCE DATA,ALONE,IS NOT ACCEPTABLE), 2.INSTALL DRIVE SLIFS ON AIR LEAVING SIDE OF DUCT WITH SHEET METAL SCREWS ON 6"CENTERS. D. DUCT INSTALLATION: 9 ELECTRICAL REQUIREMENTS AND WIRING DIAGRAMS.DRAWING SHALL CLEARLY INDICATE LOCATION(TERMINATION 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. 1. MATERIALS SHALL MEET THE REQUIREMENTS OF ADHESIVE AND SEALANT COUNCIL STANDARDS AND SMANCA. 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: a. CONDITIONED SPACE:MINIMUM 2"THICK FIBERGLASS BLANKET,WITH FACTORY APPLIED FOIL/KRAFT VAPOR PROVIDE SHOP DRAWING SUBMITTALS SHOWING DETAILS OF DUCTWORK AND PIPING CONNECTIONS TO ALL HVAC BARRIER FACING,FLAME SPREAD/SMOKE DEVELOPED RATING OF 25150.DUCT INSULATION SHALL HAVE A Renovation 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. MINIMUM OF R-6 INSTALLED INSULATION VALUE. INCORRECTLY IN THE FIELD,THIS CONTRACTOR SHALL REINSTALL THEM WITHIN THE ORIGINAL CONTRACT PRICE. D. ALL HVAC RELATED PIPING SYSTEMS INCLUDING HOT WATER,REFRIGERANT AND MAKE UP WATER CONNECTIONS. 2.MAKE TRANSVERSE JOINTS,FIELD CONNECTIONS,COLLAR ATTACHMENTS AND FLEXIBLE CONNECTIONS TO DUCT b. INDOORS UNCONDITIONED SPACE:MINIMUM 2"THICK FIBERGLASS BLANKET,WITH FACTORY APPLIED E. INSULATION OF DUCTWORK. 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. FOIL/KRAFT VAPOR BARRIER FACING,FLAME SPREAD/SMOKE DEVELOPED RATING OF 25150.DUCT RCV151on5 AND SHALL BE COORDINATED AND STAMPED BY ALL TRADES.SHOP DRAWINGS SHALL SHOW LOCATION OF ALL INSULATION SHALL HAVE A MINIMUM OF R-8 INSTALLED INSULATION VALUE. O7-18-22 ISSUED FOR SCHEMATIC DESIGN EXISTING AND NEW EQUIPMENT,EXISTING WORK AND NEW WORK. K. PREFABRICATED TRANSVERSE DUCT JOINTS: F. FANS AND ACCESSORIES. c. OUTDOORS UNCONDITIONED SPACE:MINIMUM 1-1/2"THICK RIGID FIBERGLASS BOARD WITH FIELD APPLIED 1 1-04-22 ISSUED FOR PERMIT AFTER SUBSTANTIAL COMPLETION OF ALL WORK,SUBMIT THE FOLLOWING: 1.TRANSVERSE JOINTS IN GALVANIZED SHEET METAL DUCT WORK MAY BE MADE WITH GALVANIZED GASKETED VAPOR BARRIER FOIL JACKETING FOR WEATHER PROTECTION.TAPER INSULATION TO PITCH 1/8"PER FOOT G. AIR DISTRIBUTION DEVICES. FRAME AND ANGLE DUCT JOINT SYSTEM BY DUCTMATE,TDF,TDC OR APPROVED EQUAL.ANGLES SHALL BE AT LEAST FROM THE CENTER OF THE DUCT TO PREVENT WATER PONDING.INSTALLED DUCT INSULATION SHALL 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 HAVE A MINIMUM OF R-8 INSULATION VALUE. H. DAMPERS(VARIOUS TYPES). FOR 23 GA.AND LIGHTER. I. HANGERS AND SUPPORTS. B. SUBMIT A COMPLETE SET OF REPRODUCIBLE"AS BUILT"RECORD DRAWINGS AND THREE(3)SETS OF PRINTS OR BUILDING FILES AT COMPLETION OF THE PROJECT,TO INCLUDE DUCTWORK,PIPING AND EQUIPMENT DRAWINGS. L. ELBOWS AND BENDS c. ASTM E-84 MINIMUM FIRE HAZARD RATINGS SHALL BE 25 FLAME SPREAD,50 FUEL CONTRIBUTED AND 50 SCALE e"=V-0". SMOKE DEVELOPED. J. VIBRATION ISOLATION. 1.ELBOWS AND BENDS FOR RECTANGULAR DUCTS SHALL HAVE CENTERLINE RADIUS OF 1.5 TIMES THE DUCT WIDTH 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, 2. ALL SUPPLY AIR AND OUTSIDE AIR INTAKE DUCTWORK TO BE INSULATED WITH FLEXIBLE BLANKET INSULATION. K. IDENTIFICATION,LABELS,TAGS AND VALVE CHARTS. AND AIR CONDITIONING EQUIPMENT INSTALLED UNDER THIS CONTRACT.SUBMIT EACH SET IN A THREE RING 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 3. ALL COMBUSTION AIR INTAKE DUCTWORK TO BE INSULATED WITH RIGID FIBERGLASS BOARD INSULATION. 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 M. SUPPLYING OF MOTOR CONTROLLER. DISTRIBUTOR FOR EACH PIECE OF EQUIPMENT. REQUIRED.WHEN CENTERLINE RADIUS(R)DIVIDED BY THE DUCT WIDTH("IS LESS THAN 1.5,PROVIDE THE 4. INSULATION SHALL BE CONTINUOUS THROUGH WALL AND CEILING OPENINGS AND 1N SLEEVES. FOLLOWING NUMBER OF SPUTTER VANES: R/W BETWEEN 1.49 AND 0.7=1;R/W BETWEEN 0.69 AND 0.6=2;R/W SUBSTITUTIONS: BETWEEN 0.59 AND 0.51=3.MINIMUM INSIDE RADIUS(NOT CENTERLINE)SHALL BE 2".INSTALL VANES IN ACCORDANCE 5. BOILER BREECHING SHALL BE INSULATED WITH 2"THICK JOHNS-MANVILLE "7HERMO-12"BLOCKS,OR APPROVED N. FURNISH AND INSTALL ALL CONTROLS,CONTROL ACCESSORIES AND WIRING. WITH SMACNA. EQUAL,HYDROUS CALCIUM SILICATE INSULATION,HAVING AND AVERAGE THERMAL CONDUCTIVITY NOT TO CONTRACTOR'S SUBSTITUTION OF PRODUCTS OTHER THAN THOSE LISTED MAY NOT BE PERMITTED, SUBMITTALS EXCEED 0,42 BTU/INCH/SQ.FT./F/HR AT A MEAN TEMPERATURE OF 200 DEGREES FAHRENHEIT. 0. FINAL CONNECTIONS OF ALL HVAC EQUIPMENT. WITH MANUFACTURERS NOT ACCEPTABLE TO THE CONSULTANTS MAY BE REJECTED WITHOUT COMMENT. 3.FOR ROUND DUCTWORK PROVIDE STAMPED ELBOWS,WITH CENTERLINE RADII EQUAL TO 1-1/2 TIMES DUCT DIAMETER,OR GORED ELBOWS AS FOLLOWS: INSULATION SHALL BE INSTALLED WITH JOINTS TIGHTLY BUTTED AND STAGGERED AND SECURED WITH 16.GA. P. PIPING TESTS. ANY OWNER CONSULTANT COSTS MADE NECESSARY BY CONTRACTOR REVISIONS REVISIONS OR SUBSTITUTIONS GALVANIZED,ANNEALED STEEL WIRE ON SQUARE OR RECTANGULAR SURFACES OR J"x.015 GALVANIZED Q. AIR AND HYDRONIC BALANCING. SHALL BE BORNE TO THE CONTRACTOR.THIS INCLUDES ADDITIONAL FILING,EXPEDITING,PRINTING AND ELBOW ANGLE NUMBER OF GORES STEEL BANDS ON 12"MAXIMUM CENTERS ON CYLINDRICAL AREAS.WHERE REQUIRED,WELDED STUDS,CLIPS ENGINEERING COSTS. 00-36° 2 OR ANGLES SHALL BE PROVIDED AS ANCHORS FOR WIRES AND BANDS. R. SUBMISSION OF ALL SHOP DRAWINGS AND SAMPLES LISTED HEREIN. SCAFFOLDING AND RIGGING: 37°-72° 3 73°-90° 5 S. SUBMISSION OF ALL RECORD AND AS-BUILT DRAWINGS. CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING,RIGGING AND SERVICES NECESSARY FOR ERECTION AND ON BREECHING WITH PROJECTING STIFFENERS,6"SQUARE NO.6 GA.WELDED WIRE FABRIC SHALL BE WIRED TO 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 STIFFENERS AND INSULATION SECURED BY WIRING AND FABRIC. T. SUBMISSION OF ALL BALANCING REPORTS. SPECIFICATIONS AND REMOVE SAME FROM PREMISES WHEN NO LONGER REQUIRED. RUNNERS FOR QUIET,VIBRATION FREE OPERATION, THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND U. SUBMISSION OF ALL OPERATIONS AND MAINTENANCE MANUALS. OVER THE INSULATION,1"HEXAGONAL MESH WIRE SHALL BE TIGHTLY STRETCHED IN PLACE WITH EDGES LACED CLEAN UP: M. ROUND DUCTWORK: TOGETHER. FINISH SHALL BE JOHNS-MANVILLE NO. 375 INSULATING AND FINISHING CEMENT OR APPROVED EQUAL, AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. V. EQUIPMENT START-UP AND TRAINING OF OWNER'S STAFF. 1. SPIRAL SEAM CONSTRUCTION. GALVANIZED STEEL. GAUGES:HIGH PRESSURE DUCT MANUAL,LATEST EDITION. APPLIED 4"THICK IN ONE COAT,TROWELLED TO SMOOTH FINISH. ALL CORNERS ARE TO BE REINFORCED WITH ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A CONTRACTOR SHALL MAINTAIN CONSTRUCTION SITE IN A CLEAN AND ORDERLY CONDITION AND SHALL REMOVE ALL CORNER BEAD. W. THIS CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR START-UP AND 24 HR/DAY SERVICE WITHIN AN TRASH FROM THE PREMISES ON A DAILY BASIS AND PRIOR TO ACCEPTANCE OF THE WORK AS DIRECTED BY THE VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. MAXIMUM RESPONSE TIME OF 4 YEARS AND QUARTERLY PREVENTIVE MAINTENANCE(CHANGE OF FILTERS,ETC,) OWNER. 2. FITTINGS:HIGH PRESSURE DUCT MANUAL.CONICAL TEES AND CROSSES,UNLESS OTHERWISE PERMITTED. VIBRATION ISOLATION: 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: A. PROVIDE VIBRATION ISOLATION FOR EQUIPMENT,PIPING AND DUCTWORK. PROVIDE SUPPLEMENTARY STEEL WHERE Drawing Title X. MAINTAIN ALL EXISTING MECHANICAL SERVICES IN THE BUILDING ARES NOT AFFECTED BY THE ALTERATIONS DURING a.INTERIOR SLIP COUPLING BEADED AT CENTER: FASTENED TO DUCT WITH SCREWS. SEALING COMPOUND EQUIPMENT CANNOT SUSTAIN POINT SPRING LOADS. THE PROGRESS OF THE WORK,INCLUDING PROVIDING ALL TEMPORARY PIPING,CAPS,PROTECTIVE DEVICES, REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE PERFORMANCE NT APPLIED CONTINUOUSLY AROUND JOINT BEFORE ASSEMBLING AND AFTER FASTENING. WRAP JOINTS WITH 3 INCH MECHANICAL CONNECTIONS AND EQUIPMENT REQUIRED. GENERAL WORK. ALL EXISTING CONDITIONS CANNOT BE COMPLETELY DETAILED ON THE DRAWINGS.CONTRACTOR B. SEISMIC RESTRAINT: THIS CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ISOLATED EQUIPMENT AS SURVEYING THE SITE SHALL MAKE ALL NECESSARY CHANGES REQUIRED BASED ON EXISTING CONDITIONS FOR DUCT TAPE. REQUIRED IN ACCORDANCE WITH THE REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. Y. SECURE PERMITS,LICENSES AND CERTIFICATES,PAY ALL FEES AND CHARGES FOR ALL WORK INSTALLED CERTIFYING 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 TYP E IBD WITH BLADES OUTSIDE AIR STREAM, 5PECIf ICATION5 COMPLIANCE WITH LOCAL CODES AND GOVERNING AUTHORITIES.DELIVER CERTIFICATES TO BUILDING NO ALLOWANCE WILL BE MADE FOR FAILURE TO DO S0. COORDINATE TIMETABLE FOR ALL CONSTRUCTION GALVANIZED STEEL CONSTRUCTION,EQUIPPED WITH FUSIBLE LINK,UL LISTED AND INSTALLED IN CONFORMANCE WITH C. PROVIDE LEVELING DEVICE AND APPROVED RESILIENT RESTRAINING DEVICES AS REQUIRED TO LIMIT EQUIPMENT MANAGEMENT OFFICE PRIOR TO THE:COMMENCEMENT OF ALL WORK. OPERATIONS WITH BUILDING OWNER, UL555 AND NFPA STANDARD 90A AND APPROVED FOR USE BY NYC BSA#100-65 SM AND ALL AUTHORITIES HAVING AND PIPING MOTION IN EXCESS OF 4 INCH. Z. ALL SCAFFOLDING AND RIGGING AS REQUIRED FOR HVAC INSTALLATION. GUARANTEE: JURISDICTION. D. RUBBER PADS NOT ACCEPTED. 5CTM# 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 E. ALL FLOOR MOUNTED EQUIPMENT SHALL BE ERECTED ON FOUR INCH(MINIMUM)CONCRETE PADS PROVIDED UNDER 5CDH5 No.: JM2 #: 2022-OG42 RESPONSIBILITY OF ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND/OR EQUIPMENT IN WHICH DEFECTS 0.VOLUME DAMPERS:GALVANIZED STEEL PER SMACNA"LOW VELOCITY MANUAL",EXCEPT PROVIDE BEARING AT ONE END GENERAL CONSTRUCTION OVER THE COMPLETE FLOOR AREA OF THE EQUIPMENT,COORDINATE WITH GENERAL BB. ALL SPECIAL AND PROGRESS INSPECTIONS AS REQUIRED BY THE NEW YORK CITY BUILDING CODE,ARE THE 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" g CONTRACTOR. Plannin #: _ DATE: 5/3/2022 HANDLE EXTENSION TO CLEAR INSULATION,INSTALL WITH LEVERS ACCESSIBLE.BALANCING DAMPERS SHALL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR. OPPOSED BLADE TYPE. ()AMPERS LARGER THAN 12"IN HEIGHT SHALL BE OPPOSED MULTIBLADE TYPE.) F. UNLESS OTHERWISE NOTED,SPRING TYPE VIBRATION ISOLATORS SHALL BE USED FOR ALL EQUIPMENT DRIVEN BY SEAL it 51GNATURE: DESIGNED BY: 6G CC. FURNISH"EQUIPMENT USE PERMITS"AS REQUIRED. WARRANTIES: P. ACCESS DOORS:INSULATED OR UN-INSULATED,SAME AS DUCT. MOTORS OF 3 HP AND LARGER. THIS CONTRACTOR SHALL FURNISH THE OWNER WITH MANUFACTURER WARRANTY INFORMATION FOR EACH CHECKED BY: APS DD. IT IS NOT THE INTENTION OF THESE SPECIFICATIONS TO DESCRIBE,NOR THE CONTRACT DRAWINGS TO SHOW IN 1.PROVIDE MINIMUM 20"x 14"IN MAIN DUCT AND 12"x 6"ON BRANCH DUCTS,UNLESS OTHERWISE NOTED,AT FIRE G. UNLESS OTHERWISE NOTED,EQUIPMENT DRIVEN BY MOTORS 2 HP AND SMALLER SHALL BE ISOLATED BY MEANS OF Of NEIV 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, DAMPERS. ELASTOMETIC MOUNTS OR ELASTOMERIC HANGERS PROPERLY SIZED FOR INCH DEFLECTION. �� y0 CONTRACTOR SHALL,AS PART OF THE CONTRACT,FURNISH AND INSTALL ALL INCIDENTALS,SUCH AS PIPING COILS,CABINET AND UNIT HEATERS,FINNED TUBE RADIATION,FAN COIL UNITS,AIR HANDLING UNITS,FANS,CONTROLS, yt�' P.84CQ rp� 5CALE: A5 indicated FITTINGS,VALVES,ETC. REQUIRED TO COMPLETE THE INSTALLATION OF THE EQUIPMENT. THE CONTRACTOR ETC.,AND ALL ASSOCIATED ACCESSORIES. H. EQUIP SPRING ISOLATORS WITH SOUND DEADENING PADS AND LEVELING BOLTS. SHALL REFER TO THE ARCHITECTURAL,ELECTRICAL,PLUMBING AND SPRINKLER DRAWINGS FOR EXACT LOCATIONS �u►2.ALL ACCESS DOORS TOBE HINGED,WITH LATCH SIMILAR TO VENTLOCK#100. Q � * DWG No: OF FIXTURES AND EQUIPMENT INCLUDING TYPES AND QUANTITIES. OBTAIN WARRANTIES EXECUTED IN DUPLICATE BY RESPONSIBLE SUBCONTRACTORS,SUPPLIERS,AND 3.GAUGES OF DOOR MATERIALS,NUMBER OF HINGES,NUMBER AND TYPE OF DOOR LOCKS SHALL BE AS REQUIRED BY I. ISOLATORS FOR EQUIPMENT INSTALLED OUTDOORS SHALL BE DESIGNED TO PROVIDE ADEQUATE RESTRAINT DUE TO ' MANUFACTURERS,WITHIN TEN(10)DAYS AFTER COMPLETION OF APPLICABLE ITEM OF WORK. EXCEPT ITEMS PUT INTO n w USE WITH OWNERS PERMISSION,LEAVE DATE OF BEGINNING OF TIME OF WARRANTY UNTIL THE DATE OF SUBSTANTIAL SMACNA DUCT CONSTRUCTION STANDARDS. NORMAL WIND CONDITIONS AND TO WITHSTAND WIND LOADS OF 30 LBS/SQ.FT.APPLIED TO ANY EXPOSED SURFACE OF THE ISOLATED EQUIPMENT. STANDARDS AND CODES: COMPLETION IS DETERMINED. Z�-�p J1rD074� RAF-SSIONP "It is a violation of the State Education Law for any person, rc itect of cor 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 drawing and/or in this specification in anyway. If any such K. AT EACH EQUIPMENT LOCATION,PROVIDE THE REQUIRED DEFLECTION UNDER THE IMPOSED LOAD AND PRODUCE item is altered, the altering engineer shall affix to the item UNIFORM LOADING AND DEFLECTION EVEN WHEN EQUIPMENT WEIGHT IS NOT EVENLY DISTRIBUTED. AUTOMATIC CONTROLS: his or her seal and the notation "altered by" followed by his i M cm or her signature and the date of such alteration, and a 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 specific description of the alteration." COMPONENTS,CONTROL WIRING,INTERLOCK WIRING,CONTRACTORS,RELAYS,STARTERS,CONTROL This plan is approved only for the work indicated on the rc l t e c t u r e 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 JM2 ARCHITECTURE PC AUTOMATIC CONTROL CONTRACTOR. in accordance with applicable codes. N. FLEXIBLE CONNECTORS: ELASTOMER TYPE FC-1; MANUFACTURED OF NYLON TIRE CORD AND EPDM, BOTH MOLDED 2410 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 SUITE 300 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. 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, 11735 INCH ELBOWS. ELBOWS SHALL BE RATED NO LESS THAN 9)PERCENT OF STRAIGHT CONNECTIONS. SIZE 10 INCH 2. COMMERCIAL TOILET EXHAUST FANS: TO RUN VIA WALL MOUNTED SWITCH. T 163 I .320.3305 F 1631 .320.3307 AND 12 INCH TO EMPLOY CABLES WITH NEOPRENE END FITTINGS ISOLATED FROM ANCHOR PLATES BY MEANS OF 1 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 MFTNC 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 Martignetti HOUSEKEEPING PAD. ISOLATING MOUNTING DEFLECTION,1 INCH MINIMUM UNLESS OTHERWISE SPECIFIED OR 8 EaSt 92nd 5t, Apt 3 SCHEDULED ON DRAWINGS. DUCT MOUNTED DETECTOR SHALL BE SIMILAR TO PYROTRONICS MODEL SA-31 SERIES 3/X3 AIR DUCT HOUSING New York, NY 10125 WITH POWER SUPPLY FOR SELF CONTAINED UNIT OPERATION AND WITH COVER SERIES 3 IONIZATION P. INSTALLATION: IN ACCORDANCE WITH SPECIFICATIONS ANC MANUFACTURER'S WRITTEN INSTRUCTIONS. DETECTORS. (017) 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 2410 North Ocean Ave, 5uite 300 CONTENT AND DIRECTION OF FLOW WITH MARKERS SIMILARTO SETON SETMARK PIPE MARKERS EVERY 25 FEET OF AUTOMATIC CONTROL SUBCONTRACTOR UNDER THE SUPERVISION OF THE AUTOMATIC CONTROL CONTRACTOR. HORIZONTAL RUN AND MINIMUM ONE PER ROOM.MOTOR STARTERS SHALL BE PROVIDED WITH LAMACOID PLATES, Farmingville, NY, 1 1735 WHICH INDICATE SYSTEM SERVED. EACH MARKER BACKGROUND IS TO BE COLOR CODED WITH A CLEARLY PRINTED FIRE EXTINGUISHERS: (631) 320 - 3305 LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE CONFORMANCE WITH"SCHEME FOR THE IDENTIFICATION OF PIPING SYSTEMS"(ASA Al3.1-1956). THE CONTRACTOR SHALL FURNISH IN EACH BOILER ROOM ONE(1)10 LB.ABC TYPE DRY CHEMICAL FIRE EXTINGUISHER AS MANUFACTURED BY KIDDIE&CO.OR APPROVED EQUAL,AND SHALL BE MOUNTED ON WALL BRACKET WITH HIGH MEP E n g I n e e r: SLEEVES AND PENETRATIONS: VISIBILITY SIGN IN THE BOILER ROOM NEAR THE DOOR AND/OR AS DIRECTED BY THE ENGINEER. Emtec Consulting Engineers DPC A. PIPE SLEEVES: SLEEVES THROUGH FLOORS AND THROUGH EXTERIOR,STRUCTURAL AND FIRE RATED CONSTRUCTION METHODS: 3555 Veterans Memorial Highway, 5uite M CONSTRUCTION SHALL BE HOT DIPPED GALVANIZED SCHEDULE 40 STEEL PIPE. SLEEVES THROUGH PARTITIONS Ronkonkoma, NY 11779 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 (63 I} 356 - 2 176 SEAMS,OR APPROVED PLASTIC PIPE. MOUNTING OF ALL EQUIPMENT. 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. Surveyor: 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 156G 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 James ort, NY 11947 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 p INSTALLED IN ACCORDANCE WITH THE SMACNA FIRE DAMPER AND HEAT STOP GUIDE. OPENINGS IN WALLS, EQUIPMENT,PROVIDE ADDITIONAL STEEL FRAMING AND SUBMIT FOR APPROVAL. (631) 727 - 2050 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 13ETWEEN 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 5775 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 5775 W Mill Rd, D. ACCEPTABLE FIREPROOF INSULATION MATERIALS SHALL BE KAOLIN(KAOWOOL BY BABCOCK AND WILCOX); SLEEVES FOR DUCT AND PIPING. CERAMIC FIBER BLANKET(FIBERFRAX BY STANDARD OIL)OR FIRE RATED MINERAL WOOL(THERMAFIBER BY USG). ACCEPTABLE FIREPROOF CAULKS SHALL BE SILICONE(FIRESTOP BY DOW CORNING,HILTI CS240); G. CONTRACTOR TO COORDINATE EXACT LOCATION OF ALL EQUIPMENT,DUCT ROUTING WITH ARCHITECT,BUILDING CERAMIC FIBER(FYREPUTTY BY STANDARD OIL)OR INTUMESCENT SYNTHETIC ELASTOMER(FIRE BARRIER OWNER AND OTHER TRADES. M a tti t U c k, NY 1 1952 CAULK BY 3M,HILTI CS2420) EQUIPMENT START UP AND TESTING: Project Type E. PACKING FOR SLEEVES THAT DO NOT REQUIRE MAINTENANCE OF FIRE RATING SHALL BE OAKUM,SILICATE FOAM, 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 ReV151Ons SYSTEMS. SUBMIT RESUMES AT DEMONSTRATION OF BALANCING MEETING. PERSONNEL SHALL BE REPRESENTATIVE. DURING THE TEST,THE MANUFACTURER SHALL DEMONSTRATE TO THE SATISFACTION OF THE 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. 07-15-22 I55UED FOR SCHEMATIC DESIGN AS OUTLINED ON DRAWINGS. 1 1-04-22 I55UED FOR PERMIT C. UPON COMPLETION OF THE STARTUP AND TESTING WORK,THE MANUFACTURER SHALL CERTIFY IN WRITING THAT 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 BALANCING IS STARTED. AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO OCCUPANCY OF THIS FACILITY,THIS CONTRACTOR MUST 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 A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 4. TEST AND RECORD ENTERING AIR TEMPERATURES. ANY UNAUTHORIZED U5E OF THESE DOCUMENTS 15 IN A 5. BALANCE AND ADJUST SUPPLY AIR SYSTEMS IN FINISHED AREAS OF BUILDING: VIOLATION OF SECTION 7209 5UD-DIVI5ION 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: 5PECIf 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. 5CDH5 No.: JM2 #: 2022-OG42 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 t 51GNATURE: DE51GNED BY: BG HEATING AND COOLING LOADS THROUGHOUT CONDITIONED AREAS. 7. ADJUST TOILET EXHAUST AND RELIEF AIR SYSTEMS AS REQUIRED TO DELIVER AIR VOLUMES AT INLETS of NEB YO CHECKED BY: AP5 WITHIN 10%OF DESIGN FLOW. ,tP em P-8.4 .p SCALE. As indicated 8. ADJUST MISCELLANEOUS VENTILATION SYSTEMS AS REQUIRED TO DELIVER AIR VOLUMES AT INLETS AND OUTLETS WITHIN 10%OF DESIGN FLOW. Q * DWG No: a. BALANCING REPORT MUST IBE PROVIDED ON AABC-TYPE FORMS. b. COMPILE TEST DATA AND SUBMIT TO ARCHITECT FOR APPROVAL. °A 1O074A ��. "It is a violation of the State Education Law for any person, Architect 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 JM2 GENERAL NOTES SYMBOL LIST ABBREVIATIONS: or her signature and the date of such alteration, and a specific description of the alteration." �IC �� e� � U � e P.c. This plan is approved only for the work indicated on the 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 JM2 ARCHITECTURE, PC YORK STATE AND ALL OTHER APPLICABLE LOCAL CODES. AC AIR CONDITIONING UNIT in accordance with applicable codes. JB JUNCTION BOX GENERAL 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". HOME RUN. NO. OF ARROWS INDICTED NO. ACC AIR COOLED CONDENSING UNIT 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 FARMINGVILLE, NY, 1 1735 AIC AMPERE INTERRUPTING CAPACITY KVA KILOVOLT AMPERE T 631 .320.3305 F G31 .320.3307 CEILING PENETRATIONS AS NEEDED, TO MATCH. HASH MARKS INDICATE #12 AWG CONDUCTORS IN AHU AIR HANDLING UNIT EXCESS OF TWO. KW KILOWATT 4. ALL FIRE RATED WALL PENETRATIONS MUST BE FIRE STOPPED, INCLUDING ANY AIR PIPING, CONDUIT, CABLE TRAYS, ETC. � CONCEALED CIRCUITING RUN IN HUNG SPACE AF= ABOVE FINISHED FLOOR& Applicant: 5. PROVIDE ALL REQUIRED PULLBOXES AND MISCELLANEOUS HARDWARE FOR ALL CONDUIT RUNS. ALL CONDUITS SHALL BE PROPERLY / OR WALLS LRA LOCKED ROTOR AMPERE Anthony Martignetti SUPPORTED. �� CIRCUITING RUN IN OR BELOW SLAB ANN ANNUNCIATOR LTG LIGHTING 8 East 92nd St, Apt 3 6. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. / AP ACCESS POINT New York, NY 10126 7. BALANCE PANELBOARD LOADS EQUALLY OVER ALL A o-- -- -- CONDUIT IN SLAB RUN TO MAX MAXIMUM Q PHASES. NEAREST WALL OR COLUMN ARF ABOVE RAISED FLOOR (917) 535 - 3777 MCA MINIMUM CIRCUIT AMPERE Architect of Record : 8. UNLESS OTHERWISE NOTED, ALL EQLIPMENT INSTALLED INDOORS SHALL HAVE NEMA 1 ENCLOSURE AND ALL EQUIPMENT INSTALLED WIRING/ CDT TURNING UP AWG AMERICAN WIRE GAUGE MCB MAIN CIRCUIT BREAKER JM2 Architecture, PC OUTDOORS SHALL HAVE NEMA 3R ENCLOSURES. WIRING/ CDT TURNING DOWN BKR BREAKER MER MECHANICAL EQUIPMENT ROOM 2410 North Ocean Ave, Suite 300 9. PROVIDE LIQUIDTITE FLEXIBLE CONDUIT CONNECTIONS AT ALL EQUIPMENT SUBJECT TO VIBRATION. BLDG BUILDING Farmincylle, NY, 1 1738 10. ALL PANELBOARDS AND ELECTRICAL DISTRIBUTION EQUIPMENT FURNISHED OR UTILIZED UNDER THIS PROJECT SHALL BE PROVIDED LOW VOLTAGE WIRING C CONDUIT OR CONTACTOR MIN MINIMUM (G3 I) 320 - 3305 WITH PHENOLIC NAMEPLATES INDICATING THE PANEL NAME AND WHERE IT IS FED FROM. QJ = JUNCTION BOX EXPOSED OR WALL MTD CA3 CABINET MLO MAIN LUGS ONLY MEP Engineer: 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 CLG CEILING (G3 I) 35G - 2 17G MTG MOUNTING CONSTRAINTS AS PER BUILDING CODE OF NEW YORK STATE, SECTION: 1613 AND ASCE-7 CHAPTER 13." ,/4 20o Surveyor: MOTOR, NUMERICAL INDICATES HORSEPOWER OR WATTAGE CLDS CLOSET Nathan Taft Corwin 16. WHERE APPLICABLE, POWER PANEL DIRECTORIES MUST BE UPDATED TO INDICATE NEW CIRCUITS. MTR MOTOR ® MAGNETIC MOTOR STARTER FBO 158G Main Road, ( ) COMM COMMUNICATIONS NC NORMALLY CLOSED 17. ALL EXISTING LIGHTING/EQUIPMENT/DEVICES AND ASSOCIATED CIRCUITRY NOT SHOWN ON THESE DRAWINGS SHALL REMAIN UNLESS Jame5port, NY 11947 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 - 2090 THIS WORK. UNLESS OTHERWISE NOTED 60A 3P SWITCH & FUSE SIZE. TOP NO. INDICATES CORR CORRIDOR NO NORMALLY OPEN 18. CONTRACTOR SHALL RELOCATE EXISTNG DEVICES (IE. OUTLETS, SWITCHES, ETC.) AS NOTED ON THE DRAWINGS. IF DEVICE APPEARS 4bA 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 fEo EMERGENCY POWER OFF SWITCH (ie: BOILER,ETC.) CMPTR COMPUTER 5 775 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) 5775 W Mill Rd, FTBI ELECTRICAL TERMINAL BLOCK DN DOWN Pi PROJECTOR Mattituck, NY 1 1952 1. GROUND ALL ELECTRICAL WORK IN ACCORDANCE WITH THE LATEST STANDARDS OF THE NATIONAL ELECTRICAL CODE. I DWG DRAWING PNL PANEL Project Type 2. ALL GROUND CABLE 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 JACKET. DUPLEX RECEPTACLE EC EMPTY CONDUIT Renovation 3. GROUNDING CONDUCTORS LARGER THAN #6 SHALL HAVE A MINIMUM BENDING RADIUS OF 12". GROUNDING CONDUCTORS #6 OR PR PRINTER SINGLE RECEPTACLE EG EQUIPMENT GROUND SMALLER SHALL HAVE A MINIMUM BENDING RADIUS OF 8"• PWR POWER Rev151on5 ELECT ELECTRICAL 4. ALL DETAILS ARE SHOWN IN GENERA_ TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE # QUAD RECEPTACLE R RELOCATED 07-1 6-22 155UED FOR SCHEMATIC DESIGN SPECIFIC CONDITIONS. EMERG EMERGENCY I I-04-22 155UED FOR PERMIT 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 EM' ELECTRICAL METALLIC TUBING RECPT RECEPTACLE CONNECTIONS. RGS RIGID STEEL CONDUIT 6. ALL CONDUITS TO BE GROUNDED USING BONDING BUSHINGS AT EACH END. SPECIAL RECEPTACLE AS INDICATED ON D EQPT EQUIPMENT WG. RM ROOM ER EXISTING TO BE RELOCATED 7. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS. ® CEILING MOUNTED DUPLEX RECEPTACLE RTU ROOF TOP UNIT ETE EXISTING TO REMAIN EXIST EXISTING SA SECURITY ALARM LIGHTING CONTROL SD SMOKE DETECTOR 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 Q 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, ED DECORATIVE WALL SCONCE SW SWITCH LIGHTING, LIGHTING CONTROLS, CIRCUITRY, ETC. FBG FURNISHED BY OTHERS TB TERMINAL BLOCK ® PICTURE LIGHT FLA FULL LOAD AMPERES TC TIME CLOCK DRAWING LIST FLR FLOOR TEL TELEPHONE NO. TITLE THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE WALL BRACKET , AND GRID GROUND TYP TYPICAL E-001.00 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 IS IN A LINEAR STRIP LIGHT CIRCUIT INTERRUPTING E-101.00 ELECTRICAL FIRST FLOOR POWER PLAN U VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y.ON UNLESS OTHERWISE NOTED E-102.00 ELECTRICAL 2ND FLR & ATTIC POWER PLANS GFI GROUND FAULT STATE EDUCATION LAW. LIGHTING CONTROL CIRCUIT INTERRUPTING UPS UNINTERRUPTABLE E-201.00 ELECTRICAL FIRST FLOOR LIGHTING PLAN Drawing Title LINE VOLTAGE SWITCH, LOWER SUBSCRIPT "D" FOR DIMMING, HC HUNG CEILING POWER SUPPLY E-202.00 ELECTRICAL 2ND FLR & ATTIC LIGHTING PLANS ELECTRICAL USB UNIVERSAL SERIAL SD3 LOWER CASE SUBSCRIPT "a" SWITCHING ALLOCATION, BUS DUPLEX RECEPTACLE E-501.00 ELECTRICAL DETAILS NUMERAL "3" 3-WAY. HP HORSEPOWER V VOLT OR VOLTAGE E-502.00 ELECTRICAL DETAILS SF FAN SPEED CONTROL HR HOUR VIF VERIFY IN FIELD E-601.00 ELECTRICAL RISER DIAGRAM GENERAL NOTES HT HEIGHT W WATT E-701.00 ELECTRICAL SPECIFICATIONS 5CTM# 1000-1 OG-G-3 APP No: FTC TIME CLOCK. 2 CHANEL TYP FOR TORK DZS200 HZ HERTZ E-701.00 ELECTRICAL SPECIFICATIONS 5CDH5 No.: JM2 #: 2022 0642 W/ WITH IG ISOLATED GROUND W/O WITHOUT Planning #: _ DATE: 5/3/2022 IMC INTERMEDIATE METALLIC CONDUIT WP WEATHERPROOF SEAL � 51GNATURE: DESIGNED BY: A CHECKED BY: AR5 of NEW �� R.Sp r4;1 SCALE: A5 indicated Z * Q° �^ 920 * DWG No: . 4 w S OS345 P�� E = 001 4FE S SIB4 "It is a violation of the State Education Law for any person, rC I ec 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 i his or her seal and the notation "altered by" followed by his % JM2 , and a or her signature and the date of such alteration specific description of the alteration." ra a e K u �r e P.c. JL This plan is approved only for the work indicated on the 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 1735 T I G31 .320.3305 FI G31 .320.3307 Applicant: Anthony Martignetti 8 East 92nd St, Apt 3 ---------------- -------- _ New York, NY 10126 23 019 it 3 ,6+#10 GIRD, 1"C• 60 3 P H (917) 535 - 3777 it 10 7,9,11 (K1) FLOOR FRYER Architect of Record : 3PH JM2 Architecture, PC (K12) UC REFRIGERA� R I 13,15,17 ! K3) GRIDDLE 2410 North Ocean Ave, Suite 300 3 6+#10 GRD, 1"C.; 5-501?i Farmingville, NY, 1 1735 C6 K2) UC REFRIGE (63 I) 320 - 3305 D�rllrlG 8 16,18 � - �' K2) FRYER (K11) S&S REFRIGER OR 'I ° 2#10+GRD,1 C. CT� K5) PANINI GRILL MEP Engineer: OPEN 14 - Emtec Consulting Engineers DPC KITCHEN ° o 3555 Veterans Memorial Highway, Suite M `f- (SEE A-5) Ronkonkoma, NY 11779 19 i )� EF-1 ° (G31) 35G - 217G ° TRANS-S BATH LP-1 A Surveyor SERVEPJ ° 5TATIONi Nathan Taft Corwin 21 12 158G Main Road, LP 1 Jamesport, NY 11947 I (G31) 727 - 2050 - -- --� (TYP.) 1 25 _ - - 7 - - W - --- ` ' K8 DISH A HER P WP W ( ) Project Name WP EF M� WP 5775 WMill Road LP-1A/12 4 EH-1 20 LP-1 A/8 LP-1 A/10 WP BATH BATH HALL CT Project Address TABLE SEATING CU-1 o i 5775 W Mill Kd, DOCK (45 5EAT5) s LP-1A/14 33 WP T -- _ 22 Cf Mattituck, NY 1 1952 WP 3#6+#' GRD, 1"C. Project Type WP WP LP-1 A/18 36 001ED OVER PATIO Renovation O WP WP EH-2 UND RCOUNTER T LP-1A/2,4,6 60A/3PH - (TYP) - ' FOYER Revisions o BAR AREA �/ -22 ISSUED FOR SCHEMATIC DESIGN , T 1 1-04-22 ISSUED FOR PERMIT 35 30 I � BAR(I d,5EAT5) �J 28 32 _, � I _-- P EH-3 (B8) ,, � 4T -ara WOOD DECK LIFT BEER DISPENSER ------ '--- - WP LP-1 /16 2 - 0 1�) WP BACjC� BA- COOLER I I IDN �\ ENTFY 27+ TYP. 'I --------- ) WP ' _ SHEETNOTES DN -- — RAMP DH RAMP THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 1. ALL CIRUITRY TO BE RUN TO PANEL LP-1 LION. — A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 2. FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS SEE DRAWING ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A E-001. VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. 3. FOR SPECIFICATIONS SEE E-700 SERIES OF DRAWINGS. Drawing Title 4. PROVIDE CONDUIT, WIRE AND BOXES AS REQUIRED TO ENERGIZE FIRST FLOOR PLAN ELECTRICAL f I R5T EQUIPMENT AS SHOWN. SCALE: 1/4" = 1 '-O" 5. ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONCEALED IN WALLS fLOOR POWER PLAN AND HUNG CEILING CAVITIES UNLESS OTHERWISE NOTED. 6. SEE PANEL SCHEDULES AND RISER DIAGRAM FOR WIRE SIZES. O KEY NOTES 5CTM# 1000-1 OG-G-3 APP No: 7. MINIMUM WIRE SIZE SHALL BE #12 AWG. THE MINIMUM CONDUIT SIZE 5CDH5 No.: JM2 #: 2022-OG42 SHALL BE 3/4"C. 1. CONNECT EXHAUST FANS TO ROOM LIGHT SWITCH. CIRCUIT. _ 8. ALL EMPTY CONDUITS FOR TEL/DATA SHALL BE PROVIDED WITH 2. PROVIDE CONDUIT AND DRAGLINE FOR TEL/DATA/CABLE FOR FUTURE Planning #: DATE: 5/3/2022 BUSHING AND PULL STRINGS. CABLING BY LOW VOLTAGE VENDOR. SEAL� 51GNATURE: DESIGNED BY: JH 9. SEE MECHANICAL AND PLUMBING DRAWINGS FOR LOCATIONS OF 3. PROVIDE WEATHERPROOF WHILE-IN-USE RECEPTACLES FOR MARINE CHECKED BY: AR5 EQUIPMENT. SEE PANEL SCHEDULES AND RISER DIAGRAM FOR OCPD, BATTERY CHARGERS. of NE'W CONDUIT, CABLE SIZE AND RATING. �� R.SO rOQ 5CALE: As indicated 4. PROVIDE TIME CLOCK CONTROL FOR THIS CIRCUIT. � oQ` .ATM <� * Q ,do * VG No: r fl v 05 3 5'5 e1 RQ�ESSI�NP r � "It is a violation of the State Education Law for any person, Architect 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 ima or her signature and the date of such alteration, and a specific description of the alteration:' Arc7Jtec ture P.c. This plan is approved only for the work indicated on the 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, 11735 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 Architect of Record : _----- JM2 Architecture, PC 1 (TYP.) - ;-- - 2410 North Ocean Ave, Suite 300 " °� 1 - LP-1 A/9,1 1 - - Farmm9 ville, NY, 11738 -- CT' (G3 I) 320 - 3305 -----------; 9 AHU-2 ® �; 14 13 15 7 . � ,` MEP Engineer: ; 2,4 - Emtec Consulting Engineers DPC 2P 20 V _ =2 6+ 10 RD, 1"C. P 3555 Veterans Memorial Highway, Suite M AHU-3 i - Ronkonkoma, NY 11779 Living Room ---- (G31) 35G - 217G P 208V LP-1 A/5,7 5 u rveyo r: Nathan Taft Corwin 19 156G Main Road �. i Jamesport, NY ► 1947 i 16 i 3 11 21 5 (G31) 727 - 2090 LP-1 A/1 ,3 Project Name AHU-1 � � F ; _;_� CT FRO OG 5775 W Mill Road 2P/208V �_- — - ST I ® ® L4-30 DPW T� A 1 DN Project Address 3 2 1#1�#"C RD ,/ 2 5775 WMill Rd 18 -� I 00A�3 P H_ - Mattituck, NY 1 195 2 ALL - - M EF-3 LP-1 A/13,15,17 f W i --- 3# + 8 GIRD, 1"C. ------ --0 Projectp Type Y° -- I M P-1 12 — ULP-,1A S Icchanical M ___ 4 Renovation S71hwh � -- 60 ( 1 PK --- Revisions 2 , II o I ° 07-1 5-22 155UED FOR 5CHEMATIC DE51GN 1 1 04 22 155UED FOR PERMIT ATTIC PLAN BEDROOM � _ GRID, SCALE: 1/4" = 1 '-0" t 28 30OU M35ter Bathroo CL. x-: CL. v_ J 27 LP 1 -2 srtELVEs 25 (TYP.) 4O 9 31 BEDROOM0 BEDROOM SHEET NOTES O KEY NOTES 1. ALL CIRCUITRY THIS FLOOR TO BE CIRCUITED TO PANEL LP1-2 1. CONDUIT AND WIRING RUN DOWN AND ACROSS FIRST FLOOR UNLESS OTHERWISE NOTED. TO MAIN PANEL. Q 2. FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS SEE DRAWING 2. ALL FEEDERS TO AIR HANDLERS TO BE HOME RUN TO -- - THESE DRAWINGS ARE AN INSTRUMENT OF 5ERVICE, AND E-001. PANEL LP-1A A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE P.C. 3. PROVIDE CONDUIT, WIRE AND BOXES AS REQUIRED TO ENERGIZE 3. CONNECT EXHAUST FAN TO ROOM LIGHT SWITCH CIRCUIT. ANY UNAUTHORIZED USE OF THESE DOCUMENT515 IN A EQUIPMENT AS SHOWN. VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y.4. PROVIDE GROUND BAR, RECEPTACLES CONDUIT AND DRAGLINE FOR STATE EDUCATION LAW. 4. ALL BRANCH CIRCUIT WIRINr SHALL BE RUN CONCEALED IN WALLS TEL/DATA/CABLE UTILTY DEMARC LOCATION. FUTURE CABLING BY LOW SECOND FLOOR Drawing Title AND HUNG CEILING CAVITIES UNLESS OTHERWISE NOTED. VOLTAGE VENDOR. R PLAN 5. SEE PANEL SCHEDULES AND RISER DIAGRAM FOR WIRE SIZES. SCALE: 1/4" = 1 '-0" ELECTRICAL 2ND fLR 6. MINIMUM WIRE SIZE SHALL BE #12 AWG. THE MINIMUM CONDUIT SIZE SHALL BE: 3/4"C. � ATTIC POWER PLANS 7. ALL EMPTY CONDUITS FOR TEL/DATA/CABLE SHALL BE PROVIDED WITH 5CTM# 1000-1 OG-G-3 APP No: BUSHING AND PULL STRINGS. 5CDH5 No.: JM2 #: 2022-OG42 8. SEE MECHANICAL AND PLUMBING DRAWINGS FOR LOCATIONS OF EQUIPMENT. SEE PANEL SCHEDULES AND RISER DIAGRAM FOR OCPD, Planning #: DATE: 5/3/2022 CONDUIT, CABLE SIZE AND RATING. 5EAL $ 51GNATURE: DESIGNED BY: Jh CHECKED BY: ARS OF N E UV R.3p r4� SCALE: As indicated C, �pQ c <92 4- * o * VG No: w 05345 s ROFE S S10A " 1 02 "It is a violation of the State Education Law for any person, rc I cc t ot Kccord: 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 JM2 or her signature and the date of such alteration, and a specific description of the alteration." rc . e U e �!C. This plan is approved only for the work indicated on the 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 1ST FLOOR LIGHTING FIXTURE SCHEDULE 5UITE300 FARMINGVILLE, NY, 11738 SYM. MFG. & CAT. No. TYPE WATT LAMP TYPE LUMENS MOUNTING/HEIGHT REMARKS SHEET NOTES T I G31 .320.3305 FI G31 .320.3307 F1 ROUND RECESSED 811 15 LED 1600 RECESSED VARIOUS Applicant: MODEL TBD LED 1. ALL LIGHT FIXTURES SHALL BE CIRCUITED TO PANEL LP-1 AND BE Anthonyarti nett; MASTER TIME CLOCK CONTROLLED WITH LOCAL SWITCHING. EXTERIOR Y 9 F2 DECORATIVE PENDANT LED 15 LED 1600 RECESSED OYSTER BAR DECK LIGHTING CIRCUIT SHALL BE PHOTO CONTROLLED DOWN STREAM 8 East 92nd 5t, Apt 3 MODEL TBD OF TIME CLOCK. New York, NY 10 128 F3 DECORATIVE WALL SCONCE LED 15 LED 1600 WALL MOUNT RESTAURANT/BAR (517) 535 - 3777 MODEL TB D 2. LOWER CASE LETTER OF SWITCH SYMBOL DESIGNATES SWITCHING ARRAGEMENT. F4 PICTURE LIGHT LED 10 LED 850 WALL MOUNT RESTAURANT Architect of Record : MODEL TBD 3. PROVIDE WALL MOUNT OCCUPANCY/VACANCY SENSOR SWITCHES IN JM2 Architecture, PC DECORATIVE WALL SCONCE BATHROOMS FOR AUTO ON, AUTO OFF OPERATION. 2410 North Ocean Ave, 5uite 300 F5 MODEL TBD LED 15 LED 1600 WALL MOUNT BATHROOM 4. PROVIDE EXIT SIGN LIGHT AND UNITARY EMERGENCY EGRESS WALL Farmlngvllle, NY, 1 1735 F6 ROUND RECESSED 8t' 15 LED 1600 RECESSED COVERED PATIO MOUNTED LIGHT FIXTURES WHERE INDICATED ON PLAN. CONNECT ALL (G3 I) 320 - 3305 MODEL TBD LED TO DEDICATED UNSWITHED EXIT/EMERGENCY LIGHT CIRCUIT. DECORATIVE EXTERIOR WALL SCONCE MEP Eng I Weer: F7 MODEL TBD LED 12 LED 1600 WALL MOUNT COVERED PATIO 5. FOR GENERAL NOTES, SYMBOLS AND ABBREVIATONS SEE DRAWING E-001. Emtec Consulting Engineers DPC DECORATIVE EXTERIOR WALL SCONCE 3555 Veterans Memorial Highway, 5ulte M F8 MODEL TBD LED 12 LED 160o WALL MOUNT OPEN DECK 6. PROVIDE CONDUIT, WIRE AND BOXES AS REQUITED TO ENERGIZE Ronkonkoma, NY 1 1779 EXTERIOR POST LIGHT EQUIPMENT AS SHOWN. (63 I) 35G - 2 17G F9 MODELTBD LED 12 LED 1600 POST TOP MT OPEN DECK 7. ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONCEALED IN WALLS Surveyor: IJNDERCOUNTER TAPE LIGHT AND HUNG CEILING CAVITIES UNLESS OTHERWISE NOTED. Nathan Taft Corwin F10 MODEL TBD LED 7W/FT LED 450/FT SURFACE MT UNDERCOUNTER 158G Main Road, 8. MINIMUM WIRE SIZE SHALL BE #12 AWG. THE NIINIMUM CONDUIT SIZE I_ITHONIA LIGHTING SHALL BE J"C. Jamesport, NY 1 1947 W F3 F3 D EM AFB OEL DDBTXD UVOLT N SDRT T LED 75 LED 225 SURFACE MT EMERGENCY EGRESS S - --_- _ (63 I) 727 - 2090 EX I_ITHONIA LIGHTING 8 2 -----, 5 LED — WALL/CEILING — F3 F2 �l I Protect Name I_CMSW3R120/277ELN LED a i F1 5775 W Mill Road 17 I DINING UNDE ABINET F1 -- --------J Protect Address p STRIP LIGHT F ° 5775 W Mill I\d, SE c �' — F5 0- EM KIIFCrI`, a [ Mattituck, NY 1 1952 ° Project Type c I ° RVER BATH F1 1 a EM ° Renovation EM UNDERCABINET � ATlovl F1 STRIP LIGHTING I F1 d Fy3 c LP 1 � DIN F10 J, S __ Revisions F9 --- — — 8 _ = x I— i 07-16-22 155UED FOR 5CHEMATIC DE51GN 1 1-04-22 155UED FOR PERMIT F1 F6 F4 F1 a a --- I� EIVIJI F1 --- & . AT T HALL m 5 TABLE 5EATNG EM a F1 EM DOCK (45 SEATS) F7 cc F1 a F8Jr!, F7 F1 - d F3 5 F4 EM 2 OOFE 'ovER F TIO F10 J J — 10 U P TO - V J F1 S OND 10 FOYER F 0 R F8 F7 F7 d F3 BAR AREA '/ d, S C NDERCABINET -STRIP LIGHTING EM _ ,=' BAR06,5EATS) I THESE DRAWINGS ARE AN IN5TRUMENT OF 5ERVICE, AND 1 I _ A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. WOOD cECK LIFY EMERGENCY EGRESS I ANY UNAUTHORIZED U5E OF THE5E DOCUMENT5 15 IN A LIGHT FIXTURE (TYP.) ---- !________ VIOLATION OF 5ECTION 7203 5UD-DIV15ION 2 OF THE N.Y. 0 3 5TATE EDUCATION LAW. F8 F7— F3 F7 d —__-- 5 Drawing Title ELECTRICAL f I K5T EM T N N Er:TRY f LOOK LIGHTING FLAN ClN ROL EX HOST ( F) 3 F6 F6 0 SW u 5CTM# 1000-1 OG-G-3 APP No: F3 F3 Fg F BEM — d F3 EM BEM 5CDH5 No.: JM2 #: 2022-OG42 F9 - _ _- Planning #: _ DATE: 5/3/2022 F7 TO SW "f" LSODbScSdDN DrJ —�— RAMF 9D RAMP5EAL� 51GNATURE: DE51GNED BY: Jh F8 TO SW "g" DSDSF CHECKED BY: AR5 of NEW R.SO r4,� SCALE: As indicated � FIRST FLOOR PLAN * Q t .�° * 'VG N°: a H w SCALE: 1/4" = 1'-0" EY , t4 !' 053415f3 A�E 2"@'k 0 �FEsstQ�a "It is a violation of the State Education Law for any person, Architect of Rcord: 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 F= or her signature and the date of such alteration, and a '` specific description of the alteration." �IC e c ture P!C. This plan is approved only for the work indicated on the JL application specification sheet. all other matters are not to be i t 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, 11738 T I G31 .320.3305 FI G31 .320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t, Apt 3 F� New York, NY 10125 (917) 535 - 3777 F4 F4 F4 F4 Architect of Record : JM2 Architecture, PC IL---- SHEET NOTES ® 2410 North Ocean Ave, Suite 300 DOWN TO Farmingville, NY, 1 1735 1. CONNECT ALL APARTMENT LIGHTING TO DEDICATED LIGHTING CIRCUIT IN SECOND (G31) 320 - 3305 PANEL LP1-2 FLOOR f-4 r________________ __ MEP Eng l neer: F2 2. FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS SEE DRAWING Emtec Consulting Engineers DPC E-001. 3555 Veterans Memorial Highway, Suite M i 3. PROVIDE CONDUIT, WIRE AND BOXES AS REQUIRED TO ENERGIZE Ronkonkoma, NY 1 1779 F2 i EQUIPMENT AS SHOWN. (G31) 35G - 217G ------ ---- 4. ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONCEALED IN WALLS ® F7 y 5urve or: AND HUNG CEILING CAVITIES UNLESS OTHERWISE NOTED. pN Nathan Taft Corwin F4 5. MINIMUM WIRE SIZE SHALL BE #12 AWG. THE MINIMUM CONDUIT SIZE 158G Main Road, SHALL BE 3/4"C. Jame5port, NY 11947 (G31) 727 - 2090 S S Project Name F1 F1 F1 F1 ® ® 5775 W Mill Road F5 S F1 S F7 Project Addre55 SSS 5775 W Mill Rd, F1 F1 DOWN TO Mattituck, NY 1 1952 F3 F3 F1 FIRST FLOOR SP F1 Lo ❑ _-� _ Project Type F1 Renovation F3 F3 0 Revisions F1 F1 F1 UP T ATTIC PLAN 07-18-22 ISSUED FOR SCHEMATIC DESIGN ATTIC 1 1-04-22 ISSUED FOR PERMIT F1 SCALE: 1/4" = 1 '-0" SHOWER F8 F8 F1 LP1 -2 RATED S SSS S3 SDSD F1 F1 F8 F1 F1 2ND FLOOR/ATTIC LIGHTING FIXTURE SCHEDULE F1 F1 SYM. MFG. &CAT. No. TYPE V ATT LAMP TYPE LUMENS MOUNTING/HEIGHT REMARKS F8 F1 ROUND RECESSED 811 15 LED 1600 RECESSED VARIOUS F8 F8 MODEL TBD LED F2 DECORATIVE PENDANT LED 15 LED 1600 SUSPENDED MODEL TBD THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND F3 DECORATIVE WALL SCONCE LED 15 LED 1600 WALL MOUNT BATHROOM A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.MODEL TBD ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A F4 PICTURE LIGHT LED 10 LED 850 WALL MOUNT ANY OF SECTION 7209 5UD-DIVI5ION 2 OF THE N.Y. MODEL TBD ROUND RECESSED 811 STATE EDUCATION LAW, SECOND FLOOR PLAN MODELTBD LED F5 15 LED 1600 RECESSED SHOWER LIGHT Drawing Title SCALE: 1/4" = 1 '—O" F6 WALL BRAMODELTCKET LED 12 LED 1100 WALL MOUNT ATTIC STAIRCASE ELECTRICAL 2ND I'LK F7 LINEAR STRIP LIGHT LED 36 LED 4298 SUSPENDED ATTIC � ATTIC LIGHTING FLAN5 LITHONIA CSS L48 4000LM MVOLT 40K 80CR1 F8 DECORATIVE WALL SCONCE LED 15 LED 1600 WALL MOUNT BEDROOM MODEL TBD 5CTM# 1000-1 OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-0642 Planning #: _ DATE: 5/3/2022 SEAL t 51GNATURE: DE51GNED BY: Jh CHECKED BY: AR5 p1F NEtV R.So 4,� SCALE: As indicated h o * 'VG NO: a H ri v' W 05345 s � oFEssloN "It is a violation of the State Education Law for any person, Architect of KccorJ—. 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 rm or her signature and the date of such alteration, and a - iz -+specific description of the alteration." ��(' e. u e �!C. his Ian is.ap oved only for the work indicated on the c 1. All penetrations through rated walls, including but not limited to Boiler Rooms, medial Alion sheet. all other matters are not to be re ed pon, to be considered as either being approved or JM2 ARCHITECTURE, PC Equipment Rooms and Rated Shafts, shall be fire stopped per details sheets incl ed' in T"&ordance with applicable codes. 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 FARMINGVILLE, NY, 1 1738 only firestop products that have been UL 1479 or ASTM E 814 tested for specific fire-rated T I G31 .320.3305 FI G31 .320.3307 construction conditions conforming to construction assembly type, penetrating item type, Applicant: annular space requirements, and fire-rating involved for each separate instance. pp Anthony Martignetti / 2. Details shown are typical details. If field conditions do not match requirements of 8 East S12nd Sit, A i 3/8" DIA. S/S THREADED ROD 4" LONG _ yP ft q typical t 3 p HELD IN HILTI HIT C-20 CHEMICAL ANCHOR details, approved alternate details shall be utilized. Field conditions and dimensions need to New York, NY 10128 DRILLED INTO MASONRY WITH S/S WASHER * AND NUT. be verified for compliance with the details, including but not limited to the following., (9 17) 535 - 3777 ZD UNISTRUT P1000 (OR EQUAL) 1 5/8" x 1 5/8" CEILING STRUCTURE Minimum and maximum Width of Joints * Type and thickness of fire-rated construction. The Architect of Record : WITH HOT—DIPPED GALVANIZED FINISH 3/8" DIA. S/S THREADED ROD 4" LONG minimum assembly rating of the firestop assembly shall meet or exceed the highest rating JM2 Architecture, PC Z UNISTRUT PIPE/CONDUIT CLAMPS P2558 HELD IN HILTI HIT C-20 CHEMICAL ANCHOR 24 10 North Ocean Ave, Suite 300 ' N OR EQUAL. DRILLED INTO MASONRY WITH S/S WASHER of the adjacent construction.AND NUT. � Farmingville, NY, 11738 o _ _-- PIPE OR CONDUIT UNISTRUT P1000 (OR EQUAL) 1 5 8" x 1 5 8" 3. If alternate details matching the field conditions are not available, manufacturers (G31) 320 - 3305 1_ /— / SIZE TO SUIT NO. CONDUITS WITH HOT—DIPPED GALVANIZED FINISH engineering judgment drawings are acceptable. Drawings shall follow the International MEP En Ineer: i UNISTRUT PIPE/CONDUIT CLAMPS P2558 Firestop Council (IFC) Guidelines for Evaluating Firestop Systems Engineering Judgments. 9 \ _6-� /-a OR EQUAL. 4. References: Emtec Consulting Engineers DPC / --------------- ---- 3555 Veterans Memorial Highway, Suite M MASONRY WALL BEYOND PIPE OR CONDUIT 2013 Underwriters Laboratories Fire Resistance Directory, Volumes 1 & 2 Ronkonkoma, NY 1 1779 4 TREATED WD. SLE PER * N FPA 101 Life Safety Code (G31) 35G - 217G SIZE TO SUIT N0. CONDUITS NFPA 70 - National Electric Code Y 3/8"0 X 2 1/2" LAG © 4'-0" O.C. * 5urve or: SCREWS AS RREQ'D. Nathan Taft Corwin 1 " THK WALKWAY PAD * All governing local and regional building codes 158G Main Road, ADHERED TO ROOF. 5. Firestop System installation must meet requirements of ASTM E-814 (UL 1479) tested Jame5port, NY 11947 CONDUIT SUPPORT DETAILS CONDUIT SUPPORT DETAIL assemblies that provide a fire rating equal to that of construction being penetrated. (G31) 727 - 2090 SCALE: 1 1/2" = 1'-0' SCALE: NONE 6. All rated through-penetration assemblies shall be prominently labeled with the following Project Name information: * ATTENTION: Fire Rated Assembly 5775 W Mill Road * UL System # * Product(s) used * Hourly Rating (F-Rating) Project Addre55 * Installation Date 5775 W Mill Rd, 7. For outlet boxes requiring protection, use only Wall Opening Protective Materials, category CLIV as classified by Underwriter's Laboratories, Fire Resistance Directory (Volume 1.) Mattituck, NY 1 1952 Project Type Renovation UL/WL System No. W-L-1164 F Ratings - 1 and 2 Hr (See Items 1 and 4) ULIcULSystem No. C-AJ-1421 Revisions T Rating - 0 Hr F Rating - 2 and 3 Hr (See Item 413) 07-16-22 ISSUED FOR SCHEMATIC DESIGN ULIcUL System No. F-C-1059 4 T Rating = 0 Hr 1 1-04-22 ISSUED FOR PERMIT F Ratings = 1 and 2 Hr T Ratings = 0 and 112 Hr A 3 4113 2 4137 1 A 1 �/j%,� 3 �� % A d a . o a ' v . 1--._ A a . 214 a a . 2 4 A �'J A 4A 3 V 3 (// C),��J 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 vall 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) THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, 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 Memberswith 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: A`J" `J"UCH 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 A. Steel Pipe — Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 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 h. wider and 4 to 6 in. higher than the diam of the B. Iron Pie — Nom 4 in. 102 mm diam or smaller cast or ductile iron penetrating item such that, when the penetrating item is inslalled in the o P ( ) ( ) pipe. D. Furring Channels — (Not Shown) (As required) Resilient galvanized steel furring installed in accordance with the P 9 P 9 opening, a 2 to 3 in. clearance is C. Copper Pie — Nom 4 in. 10 ) ( ) g ( ) PP pipe. VIOLATION OF SECTION 7209 SUB-DIVISION 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. PP p ( 2 mm diam or smaller Regular or heavier copper 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 )esign in the UL Fire Resistance Directory. Max diam E. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel conduit. Drawin Title single, double or staggered wood stud/gypsum wallboard chase wall having a fire rating consistent with that h 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). g floor—ceiling assembly. The chase wall shall be constructed Fire the materials and in the manner specified in the The hour) F Rating of the firestop system is equal to the hourl fire rating of the wall assembly in which it is 4. Firestop System — The firestop system shall consist of the following: individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following Y 9 P Y q 9 9 Y P Y P Y 9: construction features: installed. A. Packing Material — Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation firmly ELECTRICAL A. 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 opening 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 DETAIL56 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 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. SCTM# 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. SCDHS No.: JM2 #: 2022-0642 metallic pipes, tubing or conduit may be used: C. Conduit — Nom 4 in. diam (or smaller) steel electrical c tubing. FIRESTOP OF METAL CONDUIT/PIPING A. Steel Pipe — Nom 6 in. diam (oror smaller) Schedule 40 (or heavier) steel pipe. D. Copper Tubing — Nom 6 in. diam (or smaller) Type L (or or he 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: DESIGNED BY: Jti conduit. flush with both surfaces of wall assembly for 1 or 2 hr rated walls, respectively. Min 1/2 in. diam bead of caulk 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, CHECKED BY: AR5 flush with the bottom surface of gypsum wallboard or lower top plate for 1 and 2 hr floors respectively. Min. 3/4 in. FLOOR/WALL OR BLOCK WALL DETAIL o� NEtV thickness of sealant applied within annular space, flush with top surface of floor. N.T.S. �Q'�� V R.So r�,� SCALE: A5 indicated FIRESTOP OF METAL CONDUIT THROUGH FIRESTOP OF METAL CONDUIT/PIPING THROUGH * * DWG No: WOOD FLOOR/CEILING RATED DETAIL r� z N.T.S. GYPSUM RATED WOOD OR STEEL WALL DETAIL o53�,�' �~ N.T.S. REFER TO ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND nR FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS OFFS 10 501 "It is a violation of the State Education Law for any person, rc I ect 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 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." 4rc i e c ture P.c. This plan is approved only for the work indicated on the 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 IF G31 .320.3307 Applicant: Anthony Martignetti PANEL "LP-1" SCHEDULE PANEL "LP-1A" SCHEDULE 8 East 92nd 5t, Apt 3 New York, NY 10128 VOLTAGE: 120/208V PHASE: 3 WIRE: 4 LOCATION: HALLWAY VOLTAGE: 120/208V PHASE: 3 1 WIRE: 4 LOCATION: HALLWAY (5 17) 535 - 3777 ROOF MAIN RATING: 400A MCB MTG: 0 SURFACE ® FLUSH MAIN RATING: 225A MLO IMTG- ® SURFACE 0 FLUSH Architect of Record SPECIAL FEATJRES: SPECIAL FEATURES: JM2 Architecture, PC NO. CKT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. CKT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION CKT. 24 I 0 North Ocean Ave, Suite 300 NO. NO. NO. 1 LIGHTING 20/1 720 720 20/1 BAR LIGHTING 2 1 AHU-1 15/2 271 3856 50/3 CU-1 2 Farmingville, NY, 1 1738 3 PORCH/EXT LTG 20/1 255 100 20/1 EXIT/EM LTG 4 3 271 3856 4 (G31) 320 - 3305 5 CEILING FANS 20/1 1080 300 20/1 (K2) UC REFRIGE 6 5 AHU-2 15/2 219 3856 6 MEP Engineer: 7 FLOOR FRYER 60/3 5776 780 20/1 (K11) UC REFRIGE 8 7 219 1200 20/1 BATTER CHARGER 8 Emtec Consulting Engineers DPC 9 (K1,1 5776 528 20/1 (K12) UC REFRIGE 10 9 AHU-3 15/2 94 1200 20/1 BATTER CHARGER 10 3555 Veterans Memorial Highway, Suite M 11 5776 1920 20/1 (K8) DISHWASHER 12 11 94 1200 20/1 BATTER CHARGER 12 Ronkonkoma, NY 1 1779 (G31) 35G - 217G 13 GRIDDLE 50/3 3200 1800 20/1 (K5) PANINI GRILL 14 13 WH-1 110/3 9996 540 20/1 DRY DOCK POWER 14 2 K6 5urve or: 15 (K3,1 3200 2288 30 y ATTIC / ( ) CT FRYER 16 15 9996 540 20/1 DRY DOCK POWER 16 Nathan Taft Corwin 17 3200 2288 18 17 9996 1440 20/1 DOCK SW REC 18 158G Main Road, HALLWAY 19 SERVER STA REC 20/1 540 540 20/1 SERVICE STA REC 20 19 P-1 20/1 360 2000 30/2 INFRARED HEATER 20 Jamesport, NY 1 1947 WEATHERHEAD 21 SERVER STA REC 20/1 540 540 20/1 SERVICE STA REC 22 21 INFRARED HEATER 30/2 2000 2000 22 (G31) 727 - 2090 23 DINING REC 20/1 540 720 20/1 BACK BAR COOLER 24 23 2000 2000 30/2 INFRARED HEATER 24 Project Name 25 DINING REC 20/1 540 540 20/1 BACK BAR POWER 26 25 TELCO/CABLE PWR 20/1 540 2000 26 PSEG SERVICE DROP ELECTRICAL AL 27 DINING REC 20/1 540 432 20/1 BEER DISPENSER 28 27 FACP 20/1 360 - 20/1 SPARE 28 5 775 W Mill Road CONNECTORS FURNISHED LPI-2 29 RESTROOM REC 20/1 360 540 20/1 BAR REC 30 29 SPARE 20/1 - - 20/1 SPARE 30 BY PSEG AND INSTALLED X 100 AMPS 31 HOST REC 20/1 360 540 20/1 BAR REC 32 31 SPARE 20/1 - - - SPACE 32 Pro ect Address BY THIS CONTRACTOR208/120V-30-4W 33 PATIO REC 20/1 360 540 20/1 EXT DECK QUAD 34 33 SPARE 20/1 - - - SPACE 34 5775 W Mill Rd, M.C.B. 35 ADA LIFT 20/1 1656 540 20/1 EXT DECK QUAD 36 35 SPARE 20/1 - - - SPACE 36 37 LP-1 A 225/2 1 21,282 4848 100/3 LP 1-2 38 37 SPARE 20/1 - 125/2 38 M a tt i t u c k, NY 1 1952 4#500KCMIL Cu IN 3Y"C. 39 21,282 4848 40 39 SPACE - - 40 Project Type 41 21,282 4848 42 41 SPACE - - 42 CONN./DEMAND LOAD: 115,12OW CONN. DEMAND LOAD: 63,844W Renovation SECOND FLOOR CORRIDOR evisions 07-18-22 155UED FOR SCHEMATIC DE51GN 1 1-04-22 155UED FOR PERMIT CONDUIT SECURED WITH STRAPS ELECTRICAL ELECTRICAL 4#2+#8 GRID, IN 1 1/2"C. PANEL `LP1-2` SCHEDULE PANEL PANEL VOLTAGE: 120/208V PHASE: 3 WIRE: 4 LOCATION: 2ND FLOOR APT LP-1 LP-1A MAIN RATING: 100A MCB MTG: ® SURFACE 0 FLUSH PSEG METER E400 AMPS 225 AMPS 208/12OV-30-4W 208/120V-30-4W SPECIAL FEATURES: PSEG APPROVED METER M.C.B M.L.O. N N . TRANS-S CABINET DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION C 1 LIGHTING 20/1 573 4160 50/2 RANGE 2 3 3 REFRIGERATOR 20/1 1000 4160 4 1A n I n [Z- —----- --- — - 5 DISHWASHER 20/1 960 3000 40/2 WH-2 6 X I 7 RANGE HOOD 20/1 540 3000 8 EXTERIOR WALL 4#4/0+#6 GRID 9 BEVERAGE COOLER 20/1 720 360 20/1 P-2 10 IN 3"C. 11 UC MICROWAVE 20/1 1500 540 20/1 TELCO/CABLE POWER 12 13 KITCHEN CT REC 20/1 540 540 20/1 LIVING RM REC 14 4#50OKCMIL IN 3 1/2"C. 15 KITCHEN CT REC 20/1 540 360 20/1 LIVING RM REC 16 /Z 17 KITCHEN CT REC 20/1 540 360 20/1 BATHROOM REC 18 THE5E DRAWING5 ARE AN IN5TRUMENT OF SERVICE, AND FIRST FLOOR 19 KITCHEN CT REC 20/1 540 360 20/1 LAUNDRY/MECH REC 20 A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 21 KITCHEN CT REC 20/1 720 1200 20/1 WASHER 22 ANY UNAUTHORIZED U5E OF THE5E DOCUMENTS 15 IN A 23 BEDROOM REC 20/1 720 2496 30/2 DRYER 24 VIOLATION OF 5ECTION 7209 5UB-DIV15ION 2 OF THE N.Y. 25 BEDROOM REC 20/1 720 2496 26 5TATE EDUCATION LAW. Drawing Title 27 HALLWAY REC 20/1 540 360 20/1 BATHROOM REC 28 ELECTRICAL RISER DIAGRAM 29 BEDROOM REC 20/1 540 360 20/1 BATHROOM REC 30 ELECTRI CAL SCALE: N.T.S. 31 BEDROOM REC 20/1 540 - 20/1 SPARE 32 33 SPARE 20/1 - - 20/1 SPARE 34 R15ER DIAGRAM 35 SPARE 20/1 - - 20/1 SPARE 36 5CTM# 1000-1 OG-G-3 APP No: 37 SPARE 20/1 - - 20/1 SPARE 38 5CDH5 No.: JM2 #: 2022-OG42 * ELECTRIC SERVICE EQUIPMENT, SERVICE FEEDERS AND 39 SPARE 20/1 - - 20/1 SPARE 40 INSTALLATION AS PER PSEG LATEST 'RED BOOK' REQUIREMENTS 41 SPARE 20/1 - - 20/1 SPARE 42 Planning #: _ DATE: 5/3/2022 * GROUNDING SHALL BE IN ACCORDANCE WITH APPLICABLE SECTION CONNECTED LOAD 34,685: W DEMAND LOAD 17,543 5EAL $ SIGNATURE: DESIGNED BY: �h ON NEC. CHECKED BY: AR5 01: NEw. �� p; SO �0 5CALE: As indicated qq .* � 0 * DWG No: tt r. 1 E = 601 , ur v � RaFES5I0N� r ELECTRICAL IS51PECIFICATIONS "It is a violation of the State Education Law for any person, rChitect of Kecord: 1. GENERAL CONDITIONS OF 1970 (LATEST REVISION), OTHER RULES, LAWS, STATUTES, CODES, ORDINANCES, CONTRACTOR SHALL VERIFY THE ADEQUACY ❑F 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 OF ANY AND ALL GOVERNMENTAL OR APPLICABLE COIF 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 AUTH❑RITIES 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 FOR THE MATERIAL AND LABOR THE PROJECT SITE, 3. PHASING item is altered, the altering engineer shall affix to the item 1 � M2 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 J b. IT IS THE INTENTION OF THE SPECIFICATIONS AND DRAWINGS T❑ CALL FOR FINISHED WORK, ❑F THE L❑CAL BUILDING DEPARTMENT, THE SERVING UTILITY COMPANIES, THE NATIONAL 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, NATIONAL ELECTRICAL SAFETY CODE, LIFE SAFETY CODE, NEW YORK specific description of the alteration." �,�'+ ,r+ G p C. c, THE CONTRACTORS SHALL PROVIDE ALL ITEMS OF LABOR OR MATERIALS NOT SPECIFICALLY STATE BUILDING CODE, OCCUPATIONAL SAFETY AND HEALTH ACT, AMERICANS WITH 4. CONDUIT AND RACEWAYS This plan is approved only for the work indicated on the cr '�•r INDICATED, BUT REQUIRED TO COMPLETE THE INTENDED INSTALLATIONS. DISABILITIES ACT AND APPLICABLE NATI❑NAL, 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 d. THE CONTRACTORS SHALL C❑ORDINATE THEIR WORK OR ADJUST SAME TO THAT OF OTHER REGULATIONS, OTHERWISE INDI--ATED, relied upon, or to be considered as either being approved or TRADES, IN ORDER THAT CONFLICTS IN SPACE LOCATIONS D❑ NOT OCCUR. i. 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, OR WORK NOT SHOWN ON DRAWINGS, BUT MENTI❑NED CONTROLLING CODE. BY CODE. WHERE ALUMINUM IS NOT PERMITTED BY CODE, USE RIGID STEEL OR IMC C❑NDUIT, J. FRONT 2410 NORTH OCEAN AVENUE IN THE SPECIFICATIONS, DR 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 L❑CATIONS FOR BRANCH CIRCUITING AND a, DOORS MUST BE PR❑VIDED ON ALL LIGHTING AND POWER PANELS. DETAILS NOT SHOWN BUT NECESSARY T❑ MAKE THE WORK C❑MPLETE IN ALL RESPECTS AND ELECTRICAL SYSTEMS REQUIREMENTS. TELEPH❑NE AND DATA RACEWAYS, b, HEAVY CODE GAUGE STEEL AS REQUIRED TO MAINTAIN PANEL FACE FLAT, SUITE 300 READY FOR OPERATION, EVEN IF NOT PARTICULARLY SPECIFIED, SHALL BE PROVIDED k. ALL LOCAL FEES, PERMITS, AND SERVICES OF INSPECTION AUTH❑RITIES 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 DR RIGHT AND EQUIPPED WITH A 110 DEGREE WITHOUT ADDITIONAL. EXPENSE TO THE OWNER. AND PAID FOR BY THE CONTRACTOR, THE CONTRACTOR SHALL COOPERATE FULLY WITH LOCAL LOCATIONS FOR BRANCH CIRCUIT WORK ONLY WHERE PERMITTED BY CODE. DOORSTOP ❑R A C❑NTINUDUS PIANO-TYPE HINGE WITH A MAXIMUM OPENING ❑F 160 DEGREES. FARMINGVILLE, NY, 11735 f, THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK WITH ITS COMPLETION AND FINAL COMPANIES 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 D❑❑R IN D❑OR TYPE HEAVY GAUGE STEEL TO MAINTAIN PANEL FACE FLAT. ACCEPTANCE AND SHALL REPLACE ANY ❑F SAME, WHICH MAY BE DAMAGED, L❑ST OR STOLEN, C❑STS TO BE INCURRED RELATIVE T❑ POWER SERVICE (PRIMARY AND/OR SECONDARY) AND THE BUILDING STANDARDS. d. THE CABINET SHALL BE ELECTROSTATIC POWDER-COATED OVER A RUST INHIBITOR ❑R A T I G31 .320.3305 F� 631 .320.3307 WITHOUT 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 C❑NDUIT, e. PR❑VIDE CYLINDER LOCK, ALL PANELS KEYED ALIKE, PR❑VIDE FOUR (4) OF EACH PANEL KEY. Applicant: EQUIPMENT, THE ACCIOMPANYING DRAWINGS ARE INTENDED T❑ SHOW THE GENERAL F. CUTTING AND PATCHING H. PROVIDE EMPTY C❑NDUIT 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, � ARRANGEMENT AND EXTENT ❑F W❑RK T❑ BE PERFORMED. THE L❑CATIONS FDR EQUIPMENT AND a. ALL CUTTING AND PATCHING SHALL BE DONE UNDER ANOTHER SECTION. FURNISH THE SIZES ONE OUTLET, 1' CONDUIT FOR TWO OUTLETS, AND IY4' FOR THREE OUTLETS. TERMINATE ENDS OF g, DOORS OVER 49' IN HEIGHT SHALL HAVE AUXILIARY FASTENERS AT TOP AND BOTTOM OF Anthony Martlgnetti MATERIAL AS SHOWN ON THE DRAWINGS ARE APPROXIMATE, IT SHALL BE UNDERSTOOD THAT AND LOCATIONS OF ALL CHASES AND OPENINGS REQUIRED FOR THE INSTALLATION FOR THIS CONDUIT WITH BUSHINGS, DOOR IN ADDITION TO LOCK AND CATCH. 8 Ea5t92nd St, A t3 THEY ARE SUBJECT TO SUCH MODIFICATION AS MAY BE F❑UND NECESSARY TD MEET JOB WORK BEF❑RE THE WALLS, FLOORS AND PARTITIONS ARE BUILT, I. MAKE FINAL CONNECTION FROM MOTOR STARTING SWITCHES TO MOTOR BY MEANS OF CONDUCTORS h, METAL BLANK FILLERS (PLASTIC FOR RETROFITS) SHALL BE PROVIDED FOR EACH UNUSED p CONDITIONS, SUCH CHANGES SHALL BE MADE BY THIS CONTRACTOR AT NO ADDITIONAL 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 POSITION, New York NY 1012 h, SCALED AND INDICATED DIMENSIONS ARE APPROXIMATE AND ARE FOR ESTIMATING PURPOSES SUBCONTRACT IN AMPLE TIME AND SUFFICIENT QUANTITIES SO THAT ALL OF THE WORK ❑F J. HANGERS, SUPPORTS AND SLEEVES SHALL BE AS ACCEPTABLE TO THE ARCHITECT, SUPPORT 1. A PREPRINTED STICKER IS TO BE AFFIXED TO THE INSIDE OF THE PANELB❑ARD WITH 8 ONLY, BEFORE PROCEEDING WITH WORK, CHECK AND VERIFY ALL DIMENSIONS, THE CONTRACT ❑R SUBCONTRACT MAY BE INSTALLED IN PROPER SEQUENCE TO AVOID RISER CONDUIT AT EACH FLOOR, AND ALL OTHER CONDUIT ❑N EACH SIDE ❑F BENDS AND NOT EMERGENCY 24-HOUR TELEPHONE NUMBERS FOR PARTS AND/OR REPAIR. (917) 535 - 3777 1, ALL METHODS OF WORKMANSHIP AND CONSTRUCTION AND DETAILS OF SAME NOT SPECIFICALLY UNNECESSARY CUTTING ❑F THE FLOORS AND WALLS. GREATER THAN 10'-O' ON CENTERS, D❑ NOT SUPPORT COMMUNICATIONS, SIGNALING AND SIMILAR K. TERMINAL LUGS DESCRIBED HEREIN SHALL BE SUBJECT TO THE APPROVAL OF 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 OR ALUMINUM CONDUCTORS, REPRESENTATIVE. PROVISIONS, SHALL BE DONE AT NO EXTRA COST TO OWNER, SUCH CUTTING AND PATCHING K. COORDINATE C❑NDUIT 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 Record : J. MAKE ADJUSTMENTS THAT MAY BE NECESSARY OR REQUESTED IN ORDER TO RESOLVE SPACE SHALL BE DONE UNDER DIVISION ONE, AS APPROVED BY THE ARCHITECT, BOXES IN FINISHED AREAS UNLESS NOTED OTHERWISE. L. ELECTRICAL RATINGS JM2 Architecture, PC PROBLEMS, PRESERVE HEADROOM, AND AVOID ARCHITECTURAL OPENINGS, STRUCTURAL d, THE WORK SHALL BE CAREFULLY LAID OUT IN ADVANCE, WHERE CUTTING, CHANNELING, L. RUN CONDUITS CLEAR OF SHAFTS, OPENINGS, CABLE SLOTS AND TELEPHONE RACKS, DO NOT a. ALL CIRCUIT BREAKERS SHALL BE FULLY—RATED UNLESS THE DRAWINGS SPECIFICALLY MEMBERS AND WORK OF OTHER TRADES, CHASING OR DRILLING OF FLOORS, WALLS, PARTITIONS, CEILINGS OR OTHER SURFACES IS SUPPORT CONDUITS OR RACEWAYS FROM TELEPHONE FRAMES, CABLE RACKS OR INDICATE SERIES RATED, WHEN SERIES RATINGS ARE APPLIED WITH INTEGRAL OR REMOTE 2410 North Ocean Ave, Suite 300 k. TYPICAL DETAILS, WHERE SHOWN ON THE DRAWINGS, APPLY TO EACH AND EVERY ITEM OF NECESSARY F❑R THE PROPER INSTALLATION, SUPPORT ❑R ANCHORAGE ❑F RACEWAY, OUTLETS SUPERSTRUCTURES, UPSTREAM DEVICES, A LABEL OR MANUAL SHALL BE PR❑VIDED, IT SHALL STATE THE THE PROJECT WHERE SUCH ITEMS ARE APPLICABLE. TYPICAL DETAILS ARE NOT REPEATED IN ❑R OTHER EQUIPMENT, THE WORK SHALL BE CAREFULLY DONE, ANY DAMAGE TO THE BUILDING, M. TERMINATE EACH CONDUIT WITH TWO LDCKNUTS, ONE INSIDE AND ONE OUTSIDE AND A BUSHING, CONDITIONS OF THE UL SERIES RATINGS INCLUDINGi Farmingvllle, NY, I1735 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 LDCKNUTS FOR ALUMINUM CONDUIT, AND MALLEABLE IRON OR GALVANIZED DR a.a. SIZE AND TYPE OF UPSTREAM DEVICE DETAILS SHALL BE INCORPORATED IN -ULL. REPAIRED BY SKILLED MECHANICS OF THE TRADES INVOLVED AT NO ADDITIONAL COST TO CADMIUM PLATED STEEL FOR STEEL C❑NDUITS, BUSHINGS SHALL BE INSULATED PLASTIC TYPE, a.b. BRANCH DEVICES THAT CAN BE USED (G31) 320 - 3305 t. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO PROVIDE A COMPLETE THE OWNER, RATED AT N❑T LESS THAN 150C, T&B SERIES 510 OR AS ACCEPTABLE, WHERE CONDUITS LARGER a.c, UL SERIES SHORT-CIRCUIT RATING. WORKABLE SYSTEM READY F❑R THE OWNER'S OPERATION, ANY ITEM NOT SPECIFICALLY SHOWN e. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING AND ROUGH PATCHING FOR INSTALLATION THAN V SIZE ARE TERMINATED, L❑CKNUTS SHALL BE THE BONDING TYPE T&B SERIES 106, OR b, WHERE INDICATED, PR❑VIDE PANELBOARDS HAVING A 'SERVICE ENTRANCE' TYPE UL LABEL M E P E n aIn e e r: ON THE DRAWINGS ❑IR CALLED FOR IN THE SPECIFICATIONS, BUT NORMALLY REQUIRED T❑ OF HIS W❑RK, AS ACCEPTABLE, IF ALUMINUM BONDING LDCKNUTS ARE NOT AVAILABLE, USE A BONDING WEDGE WITH NEUTRALS FACTORY BONDED T❑ FRAME OR ENCLOSURE. J CONFORM TO THE INTENT, ARE TO BE CONSIDERED A PART OF 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 FOLLOWING INFORMATION1 Emtec Consulting Englneer5 DPC M, IF ANY PART OF SPE:CIFICATIONS OR DRAWINGS APPEARS UNCLEAR OR CONTRADICTORY, GENERAL CONTRACTOR SHALL FINISH PATCHING AND REPAIRS. N. WHERE CONDUITS LARGER THAN 1' SIZE TERMINATE IN ECCENTRIC OR CONCENTRIC KNOCKOUTS a, 'DANGER OF ELECTRICAL SHOCK' LABEL CONSULT THE ARCHITECT/DESIGN PROFESSI❑NAL FOR INTERPRETATION AND DECISION AS g. ALL CUTTING AND DRILLING SHALL BE MACHINE CUT WITH POWER DRIVEN TOOLS. CONDUIT AND WHERE ALL OF THE KNOCKOUT RINGS HAVE NOT BEEN REMOVED, INSULATED GROUNDED b 3555 Veterans MemorlalHlhwa . UL LISTING highway, Suite M EARLY AS POSSIBLE DURING BIDDING PERIOD. DO NOT PROCEED WITH WORK WITHOUT 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 CONDUITS, 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 T❑ 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 - 217G ALL WORK T❑ BE PERFORMED ❑N 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 g. CURRENT RATINGJ- urveyor: OR THE DRAWINGS ❑R THE KIND AND QUALITY OF WORK REQUIRED THEREBY SHALL BE BE THE NYLON INSULATED THROAT TYPE AS MANUFACTURED BY THE TH❑MAS & BETTS C❑., h. SHORT-CIRCUIT RATING Nathan Taft Corwin 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, BE FINAL, CONCLUSIVE, AND BINDING ON ALL PARTIES, a. PRIOR TO STARTING ANY WORK, PURCHASE OF EQUIPMENT, ETC,, COORDINATE WORK WITH BONDING L❑CKNUTS AS DESCRIBED ABOVE FOR RIGID CONDUIT. 0, 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 C❑NDUIT 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 WORK 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 JaMC5port, NY 11047 BE INCLUDED IN THE CONTRACT PRICE AND THE MATTER REFERRED TO THE SEQUENCE AND RELATION T❑ THE WORK AND EQUIPMENT ❑F OTHERS, WITH THE BUILDING THOMAS & BETTS CO., SERIES 3110 OR AS ACCEPTABLE, FOR AC OR MC CABLE, INSTALL b. VISIBLE, (G3 1) 727 - 2090 ARCHITECT/DESIGN PROFESSIONAL'S ATTENTION FOR DECISION AND/OR ADJUSTMENT, CONSTRUCTION AND WITH ARCHITECTURAL FINISH S❑ 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 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 MULTIP❑LE BREAKERS. REASONABLE MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK THE OWNER OR HIS REPRESENTATIVE WILL RESOLVE IT, Q, 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 PROPER EXECUTION OF THE WORK. SHALL BE SEALING TYPE CONSISTING ❑F STEEL GLAND, NYLON RING AND GR❑UND C❑NE ❑N THE e, PANELBOARD MUST BE OF THE TYPE WHICH WILL ACCEPT THE FIELD INSTALLATION OF SHUNT 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 THR❑AT FITTING DN THE INSIDE. FITTINGS SHALL BE TRIP DEVICES OF 60 AMPERES DR LESS ❑N 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 ❑WNER'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 BECOMES DAMAGED DUE TO THE NEGLIGENCE ❑F EMPLOYEES ❑R 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, 5775 W Mill Road s. THIS SECTION OF THE SPECIFICATIONS COVERS THE ELECTRICAL SYSTEMS OF THE PROJECT. THE CONTRACTORS. SUCH REPAIRS SHALL BE ACCEPTABLE TO 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 IT INCLUDES WORK PERFORMED BY THE ELECTRICAL TRADES AS WELL AS TRADES NOT 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, PROVIDE ALL INCIDENTALS, EQUIPMENT, APPLIANCES, SERVICES, HOISTING, SCAFFOLDING, I, SHUTDOWNS CONFIGURATION VIRING DEVICE IN HIGH TENSION OUTLET, 1. 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 Addre55 NECESSARY T❑ PROVIDE C❑MPLETE SYSTEMS. PERFORM START-UP AND CHECKOUT ❑N EACH SYSTEMS, THE CONNECTION OF THE NEW WORK SHALL BE PERFORMED ONLY AFTER GIVING AT SHALL BE WALKER CATALOG #WAF2-FDIN-KC, RECEPTACLE DEVICES SHALL BE PRE-WIRED IN J. PR❑VIDE MAIN BREAKERS IN PANELS SERVED FROM TRANSFORMERS UNLESS SEPARATE ITEM AND SYSTEM TC1 PROVIDE 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. 5775 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 t. CIRCUIT BREAKERS SERVING COMPUTER EQUIPMENT AND THOSE SERVING KITCHEN EQUIPMENT a THE ARCHITECT/DESIGN PROFESSIONAL AND OBTAIN FROM HIM WRITTEN INSTRUCTIONS FOR . SUBMIT REQUIRED OR REQUESTED SHOP DRAWINGS OF ALL EQUIPMENT AND OBTAIN WRITTEN 5. CONDUCTORS BENEATH COOKING HODS SHALL INCLUDE A SHUNT TRIP COIL. M a I 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-THWN FOR FEEDERS AND THHN OR THWN m, SHUNT TRIP BREAKERS SHALL BE SUPPLIED WITH 120 VOLT COILS, PR❑VIDE 120 VOLT tt``t U C�, N Y 11952 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 C❑ORDINATE THE ELECTRICAL WORK IN COOPERATION WITH OTHER TRADES LIGHT OR POWER SERVICES. ALL BRANCH CIRCUITS MORE THAN 50 FEET LONG SHALL BE #10 EMERGENCY PANELS PR❑VIDE EMERGENCY 120 VOLT SOURCE FOR SAME FROM NEAREST 120 Project Type INSTALLING INTERRELATED WORK, BEFORE INSTALLATION, MAKE PROPER PROVISIONS TO K, AS-BUILT DRAWINGS F❑R THE ENTIRE LENGTH UP T❑ THE FIRST OUTLET, ALL CONDUCTORS SHALL BE COPPER VOLT EMERGENCY PANEL. AVOID INTERFERENCES IN A MANNER APPROVED BY THE ARCHITECT/DESIGN PROFESSIONAL, a. FURNISH 'AS-BUILT" DRAWINGS CONSISTING OF A COMPLETE SET OF AUTOCAD AND PDF UNLESS SHOWN OTHER WISE. ALL CONTROL CONDUCTORS SHALL BE #14 AWG, CONNECTIONS FOR n. PROVIDE LOCKING DEVICE FOR DESIGNATED BREAKERS. ALL CHANGES REQUIRED IN THE WORK OF THE CONTRACTOR, CAUSED BY HIS NEGLECT TO D❑ FORMAT DRAWINGS AND ❑NE SET OF HARD C❑PY FULL SIZE PRINTS, INDICATING IN A NEAT WIRE #8 AND SMALLER SHALL BE MADE WITH T&B 'PIGGY PIGTAILS' ❑R AS ACCEPTABLE. o, FOR HVAC EQUIPMENT PROVIDE UL LISTED 'HACR' TYPE DEVICES, SO, SHALL BE MADE BY HIM AT HIS OWN EXPENSE. AND ACCURATE MANNER, A COMPLETE RECORD OF 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-(,ONTRACT❑R AGREEMENT' ARE HEREBY MADE A PART ❑F THESE DF HOME RUNS IV A COMMON C❑NDUIT SHALL BE 3. A COMMON NEUTRAL MAY BE USED FOR 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 F❑R NORMAL SWITCHING FUNCTIONS AND AUTOMATICALLY UNDER OVERLOAD, SHORT 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 KCV151on5 B, EXAMINATION ❑F EXISTI:NG C❑NDITI❑NS 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 CLOSED 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 ABN❑RMAL OVERCURRENT, SHORT CIRCUIT, OR GROUND FAULT CONDITION, THE DEVICE SHALL 07-18-22155UED FOR SCHEMATIC DESIGN AFFECTED BY THIS 4/ORK S❑ AS T❑ BECOME FAMILIAR WITH EXISTING CONDITIONS AND a. ELECTRICAL CONTRACTOR SHALL PR❑VIDE TEMPORARY LIGHT AND POWER FOR THE NEW TIEW RAP MATERIAL AND USING FLAME RESISTING TAGS OF ADHESIVE MATERIAL, TAGS SHALL BE B❑LT-ON TYPE WITH CASE C❑NSTRUCTI❑N 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 1P BREAKERS UTILIZED IN THE PANELB❑ARD. II-04-22155UED FOR PERMIT PROPOSALS, CONTRACTOR SHALL CAREFULLY EXAMINE THE PRESENT LIGHTING AND STANDARDS ESTABLISHED BY ❑,S.H.A. ENERGY COSTS WILL BE BORNE BY THE OWNER. 'E-Z-CODE' OR AS ACCEPTABLE, Q. INSTALLATION RECEPTACLE INSTALLATION METHODS WHICH ARE TCI BE EXTENDED FOR THE NEW WORK, D. ALL WIRING AND CABLE SHALL BE COLOR CODED AS FOLL❑WSt 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 F❑R 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 CONDITI❑Nj 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 DF 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 DISCL❑SED 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 E:XECUTION OF WORK ADDITIONAL COST TO THE OWNER, REPEAT TESTS ON REPAIRED OR REPLACED WORK. ALL NEUTRAL WHITE OR GRAY GRAY OR WHITE d. 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 GROUND GREEN GREEN e. PR❑VIDE NAMEPLATE AND FILL OUT PANEL DIRECTORY. FOR REMODEL WORK OR CHANGES, TO CAUSE INTERFERENCE ❑R 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 REVIE:W AND APPROVAL, THE CONTRACTOR SHALL NOT OBSTRUCT ENTRANCES 0. SEISMIC REQUIREMENTS CIRCUMFERENTIAL COMPRESSION CONNECTORS AS MANUFACTURED BY THE THOMAS & BETTS CO„ f. PROVIDE GROUNDING AND BONDING JUMPERS PER SECTION 16140 AND AS INDICATED ON THE OR PASSAGES ON THE: OWNER'S PREMISES, a. ALL EQUIPMENT SHALL BE BOLTED TO STRUCTURE TO ALLOW FOR MINIMUM 0,5G OF SERIES 54000 OF 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 PANELBDARDS 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 FOR LOG OF 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 TINES WHEN IT IS CONVENIENT TO THE OCCUPANTS OF EQUIPMENT AND CERTIFIED BY A LICENSED CIVIL OR STRUCTURAL ENGINEER. SHRINKABLE INSULATION, RAYCHEM OR THOMAS & BETTS ❑R 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 PRO VIDE LABOR TO HANDLE MATEPIALS 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, NOTEi IF EQUIPMENT IS RIGIDLY FASTENED TO C❑NDUIT, DIAMETER AND DISTANCE WALLS, AND ABOVE CEILING SMOKE BARRIERS USE CABLE SLEEVES THAT PREVENT THE SPREAD MOUNTING ACCESSORIES, ADAPTERS AND ALL OTHER MATERIALS, EQUIPMENT AND LABOR REQUIREMENT FROM SUPPORT APPLIES, ❑F FIRE DR PR❑DUCTS OF COMBUSTION. SLEEVES SHALL BE NELSON ELECTRIC 'MULTI-CABLE NECESSARY FOR A C❑MPLETE ELECTRICAL INSTALLATION. D, GUARANTEE c. INSTALL SEISMIC RESTRAINING SYSTEM TYPE II, TAUT FOR OVERHEAD SUSPENDED UNISOLATED 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 F❑R A PERIOD ❑F ❑NE YEAR FROM DATE EQUIPMENT, AND SLACK WITH CABLE DEFLECTION FOR ISOLATED SYSTEMS, NOTED. THOSE LOCATED ON INTERIOR COLUMNS SHALL BE CENTERED LATERALLY. ❑F FINAL ACCEPTANCE OF THE INSTALLATION AND ANY PORTIONS OF THE WORK WHICH d. SEISMICALLY RESTRAIN ALL CONDUITS WITH CENTER BRACING OR TYPE II RESTRAINING 6. PANELBOARDS C. PROVIDE FLOOR JUNCTION BOXES WITH FLOORING OR CARPET HOLDERS TO SATISFY FINISHED DEVELOP DEFECTS :DURING THAT TIME SHALL BE REPLACED ❑R REPAIRED IN A MANNER SYSTEM IN ACCORDANCE WITH SMACNA GUIDELINES TO COMPLY WITH THE LATEST ADDITION A. PROVIDE COMPLETE PANELBOARDS, FLOOR CONDITIONS. SATISFACTORY TO THE OWNER. OF THE BOCA CODE. B. PROVIDE 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 FOLL❑WING1 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 R❑DM THAT IS LESS THAN 1-1/4' INTERNAL DIAMETER. EXISTING PANELBOARDS. 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 FOLL❑WING NOTED, THE BUILDING OR ITS> CONTENTS OR TO THE WORK OF OTHER TRADES IN CONSEQUENCE OF ez. ALL C❑NDUIT SUSPENDED BY INDIVIDUAL HANGERS 12' IN LENGTH ❑R LESS FROM THE TDP MANUFACTURERS, SQUARE D, SIEMENS, GENERAL ELECTRIC, EATON, CUTLER HAMMER. F. WHERE COUNTER AREAS CONFLICT WITH RECEPTACLES, MOUNT RECEPTACLES ABOVE BACK WORK PERFORMED IN FULFILLING GUARANTEE, OF THE PIPE TO THE B❑TTDM OF THE STRUCTURAL SUPPORT FOR THE HANGER, E. PROVIDE 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, ❑R COMBINATION THEREOF) G, USE CAST BOXES FOR EXPOSED WORK, AND WHERE INSTALLED FLUSH IN FLOORS, ALL OTHER THAT SPECIFY GUARANTEE PERIODS IN EXCESS OF ONE (1) YEAR, IN THE EVENT DEFAULT ON TRANSFORMERS, SWITCHGEAR, EMERGENCY GENERATORS, ETC, MOUNTED INSIDE A DEAD FRONT ENCL❑SURE, PROVIDE THE NUMBER AND SIZE OF THESE BRANCH OUTLET BOXES SHALL BE SHEET STEEL AND GALVANIZED. FLOOR B❑XES SHALL BE ADJUSTABLE THIS GUARANTEE, THE OWNER MAY HAVE SUCH WORK DONE AS REQUIRED & CHARGE THE (DST 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. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND TO THE CONTRACTOR, BRACED UTILIZING S,R, TYPE III CABLES. FIXTURE, PART OF LIGHTING GRIDS SHALL MEET SCHEDULES. LOCATIONS OF CIRCUIT BREAKERS SHALL BE AS INDICATED IN THE SCHEDULES, H. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE, DECORATOR TYPE SHALL BE PROVIDED AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. e, THE DATE OF ACCEPTANCE SHALL BE THE DATE OF FINAL PAYMENT BY THE OWNER OR LOCAL C❑DES FOR SUSPENSION AND BE FOUR-POINT INDEPENDENTLY CABLE BRACED T❑ DECK F. POWER AND DISTRIBUTION PANELBOARDS - CIRCUIT BREAKER TYPE - I-LINE IN FINISHED AREAS, DECORATOR TYPE SHALL BE PR❑VIDED WITH MATCHING PLATES, HEAVY NOTICE OF 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 C❑NFDRM T❑ NEMA STANDARD WD-1. ANY UNAUTHORIZED U5E OF THESE DOCUMENTS 15 IN A CLIPS SHALL SECURE FIXTURE TO T-BAR 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 5UD-DIVI5ION 2 OF THE N.Y. E. LAWS, ORDINANCES, PERMITS AND FEES CIRCUIT BREAKER ❑R MAIN LUGS ONLY AS SHOWN, COPPER BUS, FULLY RATED NEUTRAL AND 120-277V CAPACITY WITH FULLY ENCLOSED C❑MP❑SITION CASES, SWITCHES SHALL BE LEVITON 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 DEC❑RAT❑R TYPE AND HUBBELL HBL 1221 F❑R C❑MMERCIAL TYPE, ❑R AS STATE EDUCATION LAW. GOVERNMENTAL REGULATIONS, 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 — NQ, 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, SOME REMOVALS AND RELOCATIONS 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 PROFESSIONAL AND AT NO ADDITI❑NAL COST TO THE OWNER. WORK WILL BE NECESSARY FOR SATISFACTORY PERFORMANCE ❑F 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 CONSIDERED 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 CONTINU❑US SERVICE ON FEEDERS, CIRCUITS OR PARTIAL CIRCUITS, AND OUTLETS COPPER BUS, FULLY RATED NEUTRAL AND GROUND BARS, NEMA TYPE 1 ENCL❑SURE AND ACCORDANCE WITH THE EXISTING BUILDING STANDARDS, THE ARCHITECT/DESIGN PROFESSIONAL SHALL DETERMINE WHICH IS TO BE FOLLOWED AND AFFECTED BY THIS WORK, EXCEPT WHERE OWNER GIVES WRITTEN PERMISSION FOR OUTAGE FOR SURFACE ❑R FLUSH TRIM AS SHOWN, IN MAIN CIRCUIT BREAKER PANELS, THE MAIN CIRCUIT L. NEW WIRING DEVICE PLATES SHALL COORDINATE 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 N❑T 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 ❑VER ON OVERTIME AT HOURS AS APPROVED BY THE OWNER AND AT N❑ ADDITI❑NAL COST TO THE H. INTERIORS ALUMINUM C❑NDUIT. ALL STEEL BOXES SHALL BE PRIMED AND FINISHED IN GRAY ENAMEL, 5FECIf 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, NATI❑NAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS OF THE ISSUE IN EFFECT ON WORK IN A MANNER T❑ MINIMIZE SHUTDOWN TIME. CIRCUIT DEVICES, 8. DISCONNECTS DATE OF THE INVITATION FOR BIDS SHALL FORM A PART OF THIS SPECIFICATION, UNLESS D. PROVIDE RECONNECTIONS AND TEMPORARY INSTALLATIONS AS REQUIREDi 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# 1000-10G-G-3 APP No: THEY CONFLICT WITH LOCAL CODES, COMPLETION, CURRENT CARRYING PART T❑ A MAXIMUM ❑F 65 DEGREES C ABOVE AN AMBIENT OF 40 ON 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 I 5CDH5 No.: JM2 #: 2022-OG42 RECOMMENDATIONS OF THE NATIONAL F:RE PROTECTION ASSOCIATION, WITH ALL UNLESS SPECIFIED AS RETURNABLE TD THE ❑WNERi IN WHICH CASE, REMOVE WITHOUT DAMAGE c. BUS BARS DRILLED TO PERMIT BRANCH CIRCUIT DEVICES OF ALL SIZES AND NUMBER OF FDR SERVICE AND PROVIDED WITH NEUTRAL CONNECTION, REQUIREMENTS ❑F LOCAL UTILITY COMPANIES, WITH THE RECOMMENDATIONS OF THE FIRE ALL SUCH EQUIPMENT AND TURN OVER AND DELIVER T❑ OWNER AT LOCATION DESIGNATED BY POLES TO BE INTERCHANGEABLE AND INSTALLED IN ANY SPARE SPACE OF 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 OR BRANCH CIRCUIT HANDLE MECHANICALLY INTERLOCKED WITH ENCLOSURE COVER T❑ PROVIDE N❑RMAL ACCESS TO Planning #: - DATE: 5/3/2022 ALL GOVERNMENTAL (DEPARTMENTS HAVING JURISDICTION. REMOVING AND DISPOSING OF ALL AND ANY MATERIALS ENCOUNTERED, INCLUDING BALLASTS, CONNECTORS AVD WITH❑UT 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, TH= 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—POLE CIRCUIT BREAKER BYPASS THE MECHANICALLY INTERLOCKED DOOR AND HANDLE. SEAL $ SIGNATURE: D E51GNED BY: �h ARCHITECT/DESIGN PROFESSIONAL, "CERTIFICATE OF APPROVAL' FROM THE VARIOUS LOCAL OR SPECIAL HANDLING AND DISPOSAL. CAN REPLACE 4NY GR❑UP ❑F SINGLE CIRCUIT BREAKERS OF THE SAME SIZE. C. PR❑VIDE MEANS TO LOCK THE OPERATING HANDLE IN THE OPEN AND CLOSED POSITION. VILLAGE, TOWN, COUNTY, CITY, STATE BUREAUS, FIRE MARSHAL, FIRE UNDERWRITERS, LOCAL F. CUT BACK TO FLOOR, WALL, OR CEILING AND PLUG ENDS OF CONCEALED CONDUITS MADE e. FULL-SIZE (100%-RATED) INSULATED NEUTRAL BARS SHALL BE INCLUDED FOR PANELBOARDS DESIGNATE ❑N THE ENCLOSURE THE ❑PEN AND CLOSED POSITION ❑F THE OPERATING HANDLE. BUILDING DEPARTMENT AND ALL DEPARTMENTS HAVING JURISDICTION, OBSOLETE BY ALTERATIONS T❑ 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, WITH❑UT 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 05 NEyV SERVICES, APPARATUS, DRAWINGS, <IN ADDITION TO CONTRACT DRAWINGS AND DOCUMENTS) IN DESIGNATED SPECIFICALLY TO REMAIN. PANELS DESIGPATED ON DRAWINGS WITH OVERSIZED NEUTRAL C❑NDUCT❑RS AND PANELS ❑N EACH POLE FOR DISCONNECTS RATED ABOVE 250 VOLTS, �� tt. r0 SCALE: A5 indicated ORDER TO C❑MPLY W1:TH 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 �.1 ¢�� SO4 '�, . WHETHER OR NOT SHOWN ON DRAWINGS AND/OR SPECIFIED,(7) GIVE ALL NECESSARY NOTICES, TRADE MAY REMAIN; HOWEVER, WIRING SHALL BE REMOVED FROM PANELBOARDS OR SOURCE OF f. PROVIDE MINIMUM 25% RATED NON—INSULATED GROUND BUS IN EACH PANELB❑ARD, CONNECT TD REQUIRED. Gi p ;P Qy 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, * IT , O * DWG No: CONNECTION WITH THE WORKi FILE ALL NECESSARY PLANS, PREPARE ALL DOCUMENTS, AND H. NOT USED, 208Y/120V PANELBOARDS PROVIDE AN ADDITIONAL ISOLATED GROUND BUS WHERE REQUIRED, H. ALL SWITCHES IN IND❑OR, DRY L❑CATIONS SHALL BE MOUNTED IN NEMA TYPE I ENCLOSURES, ' . t 1 �OBTAIN ALL NECESSAIRY APPR❑VACS ❑F ALL GOVERNMENTAL DEPARTMENTS HAVING I. ALL EXISTING PANELS AFFECTED SHALL HAVE THEIR DIRECTORIES CORRECTED FOR NEW WORK, I. ENCLOSURE f- fi , UJ JURISDICTIONi OBTAIN! ALL REQUIRED CERTIFICATES OF INSPECTION FOR THE WORK AND AND EXISTING REMAINING CIRCUITS VERIFIED. NEW TYPEWRITTEN DIRECTORIES SHALL BE a, CODE GAUGE STEEL BOX GALVANIZED. 9, LIGHTING FIXTURES DELIVER TD THE ARCHITECT BEFORE REQUEST FDR ACCEPTANCE AND FINAL PAYMENT FOR PROVIDED. b. PROVIDE A WELDED GROUND CONNECTOR TD INSIDE ❑F ENCLOSURE, A. FURNISH AND INSTALL A LIGHTING FIXTURE WITH LAMPS OF THE TYPE INDICATED AT EACH n�2� �" - CI THE WORK, J. WHERE REL❑CATI❑NS, EXTENSI❑NS, OR ADDITIONS ARE REQUIRED ❑N EXISTING ALARM SYSTEM, c, FLUSH MOUNTED IN FINISHED AREAS AND WHERE INDICATED, SURFACE MOUNT ELSEWHERE. LOCATION SHOWN, FOR EXACT LOCATIONS AND TYPES, REFER TO DRAWINGS WITH SCHEDULE �O a5 A0 g, THE CONTRACTOR SHALL ESTABLISH, ENFORCE AND IMPLEMENT ALL SAFETY, HEALTH AND I.E., STATIONS, GONGS, HORNS, SPEAKERS, STROBE LIGHTS, SMOKE HEADS, SPRINKLER VALVES, d, ALL CABINETS SHALL INCLUDE AMPLE CONCENTRIC KNOCKOUTS ON TOP, BOTTOM, SIDES, AND B. FIXTURE MOUNTING ARRANGEMENTS SHALL CONFORM TO ALL APPLICABLE CODES, AND SHALL BE �'Rax ONP\' ENVIRONMENTAL PROTECTION MEASURES DURING PERFORMANCE ❑F THE W❑RK CONSISTENT 11 = 701 ETC., THE EXISTING EQUIPMENT SHALL EITHER BE REFURBISHED OR REPLACED AS REQUIRED. BACK, AS ACCEPTABLE T❑ THE ARCHITECT. ESSI WITH THE REQUIREMENTS OF THE WILLIAMS—STEIGER OCCUPATIONAL 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] "It is a violation of the State Education Law for any person, rC I ect of Kccord: D. INCANDESCENT LANIPH❑LDERS ALSO SHALL BE CSA LISTED. unless he or she is acting under the direction of a licensed 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 ELECTR❑NIC RAPID START BALLASTS BY MOTOROLA SERIES RN T8/T12 ILL OR AS drawing and/or in this specification in anyway. If any such APPROVED, item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his ima 10. GROUNDING & 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." ,��-++ JL RETURN PATH TO GROUND ELECTRODE. This plan is approved only for the work indicated on the rc �� e 4.. u r e P.c. B. USE EX❑THERMIC WELDING PROCESS FOR INACCESSIBLE CONNECTIONS. application specification sheet. all other matters are not to be C. EXTEND EXISTING :SYSTEM GROUND TO INCLUDE ALL THE ELECTRICAL WORK IN THE SCOPE OF relied upon, or to be considered as either being approved or THIS ALTERATION, in accordance with applicable codes JM2 ARCHITECTURE PC . D. GROUND EACH GENERAL PURPOSE TRANSFORMER BY RUNNING A CONDUCTOR FROM THE 24 I 0 NORTH OCEAN AVENUE TRANSFORMER NEUTRAL TO A LUG WELDED OR BRAZED TO THE INTERIOR OF THE ENCL❑SURE, E. RUN CABLE FROM THIS LUG TO NEAREST BUILDING MAJOR STRUCTURAL MEMBERi OR, IF NOT SUITE 300 READILY AVAILABLE, TO THE NEAREST 1-1/2' OR LARGER COLD WATER PIPE AS DESCRIBED ABOVE, EXCEPT USE ONLY A SINGLE PIPE CLAMP, PARMINGVILLE, NY, 1 1738 F. IN RAISED FLOOR AREAS, ALSO GROUND TO RAISED FLOOR. WHERE FLEXIBLE METALLIC CONDUIT T 631 .320.3305 F 631 .320.3307 IS USED, INSTALL AN INTERNAL B❑NDING CONDUCTOR.WHERE AN ISOLATED GROUND SYSTEM IS USED, RUN AN ADDITIONAL CONDUCTOR FOR THE ISOLATED AND EQUIPMENT GROUNDS. G. GROUND MOTORS BY CONNECTING A CONDUCTOR FROM A GROUNDING BUSHING IN THE STARTER TO Applicant: THE MOTOR FRAME, INSTALL CONDUCTOR IN THE CONDUIT WITH THE CIRCUIT CONDUCTORS AND TERMINATED IN THE MOTOR CONNECTION BOX PROVIDING THE TERMINAL IS MECHANICALLY Anthony Martignetti CONNECTED TO THE FRAME, H. RUN ADDITIONAL GROUND CONDUCTOR IN PRIMARY AND SECONDARY CONDUITS TO TRANSFORMERS 6 East 92nd 5t, Apt 3 AND TO ALL EQUIPMENT CONNECTED BY FLEXIBLE CONDUIT TO IMPROVE GROUNDING OF FLEXIBLE CONDUIT. New York, NY 10 128 (917) 535 - 3777 Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, 5uite 300 Farmingville, NY, 11738 (63 l) 320 - 3305 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Highway, 5uite M Ronkonkoma, NY 11775 (631) 35G - 2176 5 u rveyo r: Nathan Taft Corwin 1586 Main Road, Jame5port, NY 11347 (631) 727 - 2090 Project Name 5775 WMill Road Project Address 5775 WMill Rd, Mattituck, NY 1 1952 Project Type Renovation Revi5ion5 07-18-22 I55UED FOR 5CHEMATIC DE51GN 1 1-04-22 155UED FOR PERMIT THE5E DRAWINGS ARE AN IN5TRUMENT OF SERVICE, AND A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED U5E OF THESE DOCUMENT5 15 IN A VIOLATION OF 5ECTION 7209 5UB-DIV15ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title ELECTRICAL 5FECIf ICATION5 5CTM# 1000-106-6-3 APP No: 5CDH5 No.: JM2 #: 2022-OG42 Planning #: _ DATE: 5/3/2022 5EAL 51GNATURE: DE51GNED BY: Jh CHECKED BY: ARS of NEtV R.So r0� 5CALE: A5 indicated * o * DWG No: r iM w ILI CFO 05341515 A e� FES 5N� E = 702 1Q "It is a violation of the State Education Law for any person, Architect of Kecord: 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 item is altered the altering engineer shall affix to the item PIPING VALVES INSTRUMENTATION � g enn i g „ ,� 4, ACS DR ACCESS DOOR FPS FEET PER SECOND READg( � p seal and the notation altered by followed by his - �- - -� EXISTING CW PIPING TO REMAIN 4--� M a I C.O. CLEANOUT -DID TRIPLE DUTY VALVE G GAS DETECTOR or er si nature and the date of such alteration, and a AFF ABOVE FINISHED FLOOR FT FEET RPM REVOLUTIOP ,eliliPc M&Riition of the alteration." �+,�+ n EXISTING CW PIPING TO BE REMOVED fj--O CODP CLEANOUT DECK PLATE ACS PNL ACCESS PANEL FLD FUNNEL DRAIN RD R5blis 04A�IP4s approved only for the work indicated on the U '�+ U t e c U r e p.c. 3-WAY VALVE LD TH TEMPERATURE AND HUMIDITY RECORDER AUTO AUTOMATIC G GAS RM ap,I�ication specification sheet. all other matters are not to be �-- - - -� EXISTING HW' PIPING TO REMAIN �----I I COWP CLEANOUT WALL PLATE LIQUID DETECTOR BFP BACKFLOW PREVENTER GA GAUGE RND ROUND , or to be considered pp either being approved or in accordance with a licable codes. JM2 ARCHITECTURE, PC - - BLDG BUILDING GC GENERAL CONTRACTOR RPZ REDUCED PRESSURE ZONE DEVICE 2410 NORTH OCEAN AVENUE �� EXISTING HW' PIPING TO BE REMOVED � F&T TRAP AUTOMATIC CONTROL VALVE T PRESSURE GUAGE BOP BOTTOM OF PIPE GAL GALLON SAN SANITARY SUITE 300 L LOW PRESSURE DRIP " BALL VALVE BTU BRITISH THERMAL UNIT GPH GALLONS PER HOUR SK SINK FARMINGVILLE, NY, 1 1738 ' S--- - - - -� EXISTING HW RETURN PIPING TO REMAIN FLOW SWITCH BTUH BTU PER HOUR GPM GALLONS PER MINUTE SS SERVICE, SLOP SINK T � G31 .320.3305 FI G31 .320.3307 4�i�1117ZA EXISTING HW RETURN PIPING TO BE REMOVED UNION � BASKET STRAINER I THERMOMETER t CENTERLINE HT HEIGHT SF, Cp SQUARE FEET Q CHR PL CHROME PLATED HB HOSE BIB SOV SHUT-OFF VALVE Applicant: STRAINER BUTTERFLY VALVE CLG CEILING HW HOT WATER ST PR STATIC PRESSURE Anthony 2ndMarti�netti EXISTING SANITARY, WASTE PIPING UNDERGROUND TO REMAIN�- - --� � E P ELECTRIC PNEUMATIC SWITCH -FHB HOSE BIBB CO CLEAN OUT HWR HOT WATER RETURN SPEC SPECIFICATION 8 East 9nd St, Apt 3 V,X/7'�/- X-A EXISTING SANITARY, WASTE PIPING UNDERGROUND TO BE REMOVED 4I- CHECK VALVE PE PNEUMATIC ELECTRIC SWITCH CODP CLEAN OUT DECK PLATE HWS HOT WATER SUPPLY SST STAINLESS STEEL New York, NY 10125 �FFHB FROST FREE HOSE BIBS COWP CLEAN OUT WALL PLATE HR HOUR SD STORM DRAIN (917) 535 - 3777 - - - - - -� EXISTING WASTE VENT PIPING TO REMAIN --�- FLOW CONTROL VALVE ESAP ENVIRONMENTAL SENSOR ALARM PANEL COD CONTINUED ON DRAWING HZ FREQUENCY SEP TNK SEPTIC TANK EXISTING WASTE VENT PIPING TO BE REMOVED FD FLOOR DRAIN CW COLD (DOMESTIC) WATER IN INCH OR INCHES TBR TO BE REMOVED —I f- FLEXIBLE CONNECTION GATE VALVE Architect of Record - CU FT CUBIC FEET IPS IRON PIPE SIZE TEMP TEMPERATURE JM2 Architecture, PC � NEW CW PIPING EQUIPMENT CU IN CUBIC INCHES IW INDIRECT WASTE TOS TOP OF STEEL 24 10 North Ocean Ave, Suite 300-- - -'� AUTOMATIC AIR VENT GLOBE VALVE D DROP IW SP INDIRECT WASTE STANDPIPE TYP TYPICAL Farmingville, NY, 11735 5-- - - --� NEW HW PIPING + ® PUMP DEMO DEMOLITION INV INVERT ELEVATION UNO UNLESS NOTED OTHERWISE (G31) 320 - 3305 �j CAPPED PIPE DF DRINKING FOUNTAIN KW KILOWATT V VENT—----i NEW HW RETURN PIPING � MOTOR OPERATED VALVE MEP En I Weer: -yyI� �- FUNNEL DRAIN D PUMP DIA, 0 DIAMETER LAV LAVATORY VTR VENT THROUGH ROOF g NEW SANITARY, WASTE PIPING FLD � DN DOWN LAVH LAVATORY HANDICAPPED W WASTE Emtec Consulting Engineers DPC OUTSIDE SCREW YOKE 3555 Veterans Memorial hi hwa Suite M S-- -S NEW SANITARY, WASTE PIPING UNDERGROUND DWG DRAWING L LENGTH W/ WITH 9 y° ��- �� TRAP - METER DP DISTRIBUTION POOL LBS POUNDS W/0 WITHOUT Ronkonkoma, NY 11779 � ------i NEW WASTE VENT PIPING g�- PLUG VALVE DOUBLE CHECK VALVE EA EACH LF LINEAR FEET WCV WATER CLOSET FLUSH VALVE TYPE (G3 i) 35G - 217G �-GAS--� NEW GAS PIPING (LOW PRESSURE) - - PRESSURE REDUCING VALVE EC ELECTRICAL CONTRACTOR LP LEACHING POOL WCVH WATER CLOSET FLUSH VALVE TYPE HANDICAPPED Surveyor: RP' ANNOTATION EJ SEWAGE EJECTOR DISCHARGE M METER WCT WATER CLOSET FLUSH TANK TYPE Nathan Taft Corwin �-SD-tj NEW STORM DRAINAGE PIPING REDUCED PRESSURE ZONE VALVE SHUTOFF BALANCING VALVE CONNECT TO EXISTING EL ELEVATION MAX MAXIMUM WCTH WATER CLOSET FLUSH TANK TYPE HANDICAPPED 158G Main Road, �- ® -V NEW VACUUM PIPING ELEC ELECTRIC MBH THOUSAND BTU PER HOUR WC WATER COLUMN Jame5port, NY 11947 RD ROOF DRAIN ® LIMIT OF REMOVAL EMER SHR EMERGENCY SHOWER MC MECHANICAL CONTRACTOR WG WATER GAUGE (G31) 727 - 2090 5--N NEW NITROGEN PIPING SOLENOID VALVE EQ EQUAL MIN MINIMUM WH HOT WATER HEATER Sr-0 NEW OXYGEN PIPING EWC ELECTRIC WATER COOLER NFPA NATIONAL FIRE PROTECTION ASSOC. WMS WIRE MESH SCREEN LAV FIXTURE TYPE EXIST EXISTING NC NORMALLY CLOSED Protect Name �-HG-� NEW HIGH PRESSURE GAS PIPING PRESSURE RELIEF VALVE 1 NO. OF FIXTURE UNITS EXP EXPANSION TANK NIC NOT IN CONTRACT 5 775 W Mill Road �-IW -S NEW INDIRECT WASTE PIPING -F DEGREES FAHRENHEIT NO NORMALLY OPEN ` EXISTING PIPING TO REMAIN i GAS COCK e PLUMBING RISER LABEL # F & T FLOAT AND THERMOSTATIC NUMBER FAI FRESH AIR INTAKE NPT NATIONAL PIPE THREAD EXISTING PIPING TO BE REMOVED = SHUT OFF VALVE FC FLEXIBLE CONNECTION NTS NOT TO SCALE Protect Address NEW PIPING FD FLOOR DRAIN OAI OUTSIDE AIR INTAKE 5 775 W Mill Rd, DIRECTION OF FLOW FFHB FROST FREE HOSE BIB OD OUTSIDE DIAMETER Mattituck NY 1 2 FFWH FROST FREE WALL HYDRANT PD PRESSURE DROP PIPE TURNING UP FF EL FINISHED FLOOR ELEVATION PDISCH PUMPED DISCHARGE :) PIPE TURNING DOWN FLA FULL LOAD AMPERES PRESS PRESSURE Project Type �- x BOTTOM PIPE' TAP FLR FLOOR PSI POUNDS PER SQUARE INCH TOP PIPE TAP FLR SK FLOOR SINK R RISE Renovation FPM FEET PER MINUTE REL RELOCATED 3 CAPPED PIPE 4-� PIPE BREAK evlsions 07-18-22 155UED FOR 5ChEMATIC DE51GN BUILDING LOCATION I 1-04-22155UED FOR PERMIT C. .41 u NOTES: k 1. ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE CODES AND AUTHORITIES HAVING JURISDICTION. s , 2. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS. 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. �J 5. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL THE EQUIPMENT INDICATED WITHIN THESE DRAWINGS UNLESS OTHERWISE NOTED. VERIFY LOCATION AND DIMENSIONS IN THE FIELD LOCATION MAP PRIOR TO FABRICATION AND / OR INSTALLATION, SCALE: N.T.S. 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. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 7. ALL PENETRATIONS OF EXISTING PIPING AND EQUIPMENT TO BE DEMOLISHED SHALL BE PATCHED AND SEALED APPROPRIATELY BY THE CONTRACTOR. PLUMBING GENERAL A5 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 DESCRIPTION OF WORK SCOPE VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y, OWNER FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY ARCHITECT OR ENGINEER. STATE EDUCATION LAW. 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 PLUMBING FIXTURES AND EQUIPMENT FOR RENOVATION OF Drawing Title FIELD CONDITION, AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE OF PROPER NOTIFICATION DOES NOT RELIEVE THE CONTRACTOR. THE CONTRACTOR SHALL CORRECT ANY AND ALL WORK ARISING FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE SATISFACTION OF THE ARCHITECT WITHOUT ADDITIONAL COST EXISTING SPACE. PLUMBING TO THE OWNER. 10, ALL KITCHEN, PREP AREA AND SALES AREA EQUIPMENT WILL BE FURNISHED AND INSTALLED. EQUIPMENT WILL BE FURNISHED WITH TRIM, FAUCETS, ESCUTCHEONS, ETC. PLUMBING GENE0 RAL 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. 5CTM# 1000-I OG-G-3 APP No: 12. REFER TO EQUIPMENT SCHEDULE AND EQUIPMENT SPECIFICATIONS FOR EXACT LOCATIONS OF PLUMBING CONNECTIONS. DRAWING NO. TITLE 5CDH5 No.: JM2 #: 2022-OG42 13. THE CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION OF ALL EXISTING UTILITIES IN FIELD PRIOR TO STARTING WORK. Planning #: _ DATE: 5/3/2022 P-001 PLUMBING GENERAL NOTES 14. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL PIPE HANGERS, AND SUPPORTS IN ACCORDANCE WITH THE LOCAL APPLICABLE CODES. P-101 PLUMBING FIRST FLOOR PLAN SEAL 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-102 PLUMBING 2ND FLR & ATTIC PLANS CHECKED BY: AP5 CO R 16. ALL PENETRATION'S REQUIRED FOR PLUMBING EQUIPMENT AND PIPING THROUGH ANY WALL SHALL BE PROPERLY SEALED OFF TO MAINTAIN THE INTEGRITY OF THE STRUCTURE. P-501 PLUMBING DETAILS �p�� Of p El-84 r4,p SCALE: A5 indicated Q`� CQ 17. ALL SHUT OFF AND ISOLATION VALVES SHALL BE BALL TYPE. ALL VALVES SERVING TOILETS AND SINKS SHALL BE ANGLE STOP TYPE. P-502 PLUMBING DETAILS � �tp * DWG No: PLUMBING SCHEDULES P-601 ' 18. PROVIDE AN INDIVIDUAL BALL VALVE AND BACK CHECK VALVE TO EACH INDIVIDUAL PIECE OF EQUIPMENT. P-60 PLUMBING RISER DIAGRAMSP 0 Alk W Z � rti2 19. PROVIDE BACKFLOW PREVENTERS AT ALL EQUIPMENT AS REQUIRED BY CODE. P-603 PLUMBING RISER DIAGRAMS A roo7al P-604 PLUMBING KITCHEN EQUIPMENT 1�FESSIONP P-701 PLUMBING SPECIFICATIONS "It is a violation of the State Education Law for any person, rc I ect 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 AAML 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 rm or her signature and the date of such alteration, and a ,��++specific description of the alteration." r� a �.rt- ure �?C. This plan is approved only for the work indicated on the 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 COLD FOOD WELL UNIT SUITE 300 WC LAV HS-1 FARMINGVILLE, NY, 1 1735 — --- T 1631 .320.3305 FI 631 .320.3307 C. F_ Applicant: Anthony Martgetti 8 East 92nd 5t, Apt 3 C, Q ' New York, NY 10 128 SHUT—OFF VALUE WITH 1 O FD (917) 535 - 3777 WINTERIZATION PORT I DINING o — I Architect of Record : _ L ( 3—COMP JM2 Architecture, PC _ SINK 2410 North Ocean Ave, 5uite 300 HB + 7 KITCti ° ° Farmingville, NY, 1 1735 _— 'w _�I ( (5EE A. ) (63 I) 320 - 3305 C.O. I -— ,, �I o ° Fs MEP Engineer: I-- MS Emtec C0n5ultln En Ineer5 DPC SERVER I BATH ( I 9 9 STATION s I FD O , , �"----- 1= 1 3555 Veterans Memorial,Highway, 5ulte M LAV I t l � :� I I I MS C.O.o�— Ronkonkoma, NY 1 1779 (631) 35G - 2176 WATER Surveyor. FILTER . Nathan Taft Corwin 0 —————————————— 1586 Main Road, i T_ = Jame5port, NY 1 1947 eF (631) 727 - 2090 D ( I BATt1 V I ,AT!1 HALL t i Project Name TABLE SEATING DOCK (455EAT5) ' .1' -_ 5775 W Mill Road � IIII ' .. =77 .-... .F� Project Address 5775 W Mill Rd, OOFED OVER PATIO I I I� LAV , I 4 Mattltuck, NY 1 1952 -- I-I� I C.0 Project Type FOYEP. s� BAR AREA �� ———— k 3 II 2 Renovation FS © BAR(I 0 SEIT�) Revi5ion5 07-18-22 155UED FOR SCHEMATIC DE51GN WOOD DECK LIFT 1 1-04-22 155UED FOR PERMIT � FS 1 ----- 9 DN ENTRY --- -----__------- N 05T - M UNDERBAR HAND—SINK -*Q DN D"4 RAMF DPI RAMP 11 0 FIRST FLOOR PLAN 1 THESE DRAWING5 ARE AN IN5TRUMENT OF 5ERVICE, AND SCALE: 1/4" = 1 '-0" A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED U5E OF THESE DOCUMENTS 15 IN A O KEY NOTES SHEET NOTES VIOLATION OF SECTION 7209 5U5-DIVI510N 2 OF THE N.Y. 1. MIN. 1-1/2" INCOMING DOMESTIC WATER LINE. REFER TO SITE 1. REFER TO P-001 FOR PLUMBING SYMBOLS, ABBREVIATIONS, AND STATE EDUCATION LAW. PLAN FOR CONTINUATION. GENERAL NOTES. Drawing Title 2. 4" OUTGOING SANITARY LINE. CONNECT TO THE EXISTING SANITARY 2. REFER TO P-500 SERIES FOR PLUMBING DETAILS. PLUMEIING WASTE LINE ON SITE. REFER TO SITE PLAN FOR CONTINUATION. 3. REFER TO P-600 SERIES FOR PLUMBING SCHEDULES AND RISER f� K5T fLOOR FLAN 3. 4" OUTGOING KITCHEN WASTE LINE. CONNECT TO EXISTING KITCHEN DIAGRAMS.WASTE LINE ON SITE. REFER TO SITE PLAN FOR CONTINUATION. 4. REFER TO P-700 SERIES FOR PLUMBING SPECIFICATIONS. SCTM# 1000-106-6-3 APP No: 4. 3/4" HWR LINE UP TO THE SECOND FLOOR. 5. REFER TO RISER DIAGRAMS FOR ALL PIPE SIZES NOT INDICATED. 5CDH5 No.: JM2 #: 2022-o642 5. 1-1/2" HWS LINE DOWN FROM THE 2ND FLOOR 6. 1-1/2" CW RISER UPTO THE 2ND FLOOR Planning #: DATE: 5/3/2022- 5EAL f 51GNATURE: DE51GNED BY: RB 7. 4" VENT UP TO THE SECOND FLOOR. CHECKED BY: AP5 8. 4" SAN MAIN DOWN FROM 2ND FLOOR. OF NEW 9. INSTALL NEW RPZ WATTS SERIES 009 ON NEW 1 1/2" y�p��W p.ggC�O,A� 5CALE: A5 indicated CW LINE. REFER TO DETAIL ON DRAWING P503. �� * DWG No: 10. 4" INCOMING SPRINKLER SERVICE. REFER TO SITE PLANram c+ w FOR CONTINUATION. �O �o f NPR _ 0 11 . INSTALL 4" WATTS SERIES LF909 RPZ A FESSID "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 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 ,��++ SK specific description of the alteration." r�r ite �1.r 1[ u r e P.c. This plan is approved only for the work indicated on the JL 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 REF FARMINGVILLE, NY, 11738 ' ( I i - - 4 - - -, T 631 .320.3305 F 631 .320.3307 L--------J Applicant:-----------; DW WASHER/DRYER ! i I ' ' O 0 Anthony Martignetti 8 East 92nd 5t Apt 3 f I I % New York NY 10 128 ' SK I r (517) 535 - 3777 bving Roam -----------J Arch Itect of Record ; I ' ( I JM2 Architecture, PC � c� ll ( � I I 2410 North Ocean Ave, 5u;te 300 1 ------ --- --, II, � _r,,,.., —;-- Farmingville, NY, 11738 (631) 320 - 3305 i -------- - - MEP Engineer: WH-2O2 Emtec Consulting Engineers DPC REE II Dw 3555 Veterans Memorial Highway, 5uite M I' RR03650G Ronkonkoma, NY 1 1779 3 Surveyor: cL DN 4 Nathan Taft Corwin C.O. I \ O I P-2 u _ 158G Main Road, 5 James ort NY 1 1947 6athl Zrol p 6 (631) 727 - 2090 � Project Name _�----L---- -- -- - ,iI I I- - -� UP II Mecha `al _L 5775 Mill Road d WH-1 1O i 1 WC LAV — / , I Project Address IA 5 775 W Mill Rd, BEDROOM w. .. _.... .. �,j — — Mattituck, NY 1 1952 Master b hro n Project Type CI_. �t;. CL. SHELVES DN Renovation LAV WC 9 _. . (TYP. 2) Revisions 07-1 8-22 155UED FOR 5CHEMATIC DE51GN 1 1-04-22 155UED FOR PERMIT 8 SHWR BEDROOP,� BEDROOM I V SECOND FLOOR PLAN ATTIC PLAN SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" THE5E DRAWING5 ARE AN IN5TRUMENT OF 5ERVICE, AND A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED U5E OF THE5E DOCUMENT5 15 IN A VIOLATION OF 5ECTION 7209 5UB-DIV15ION 2 OF THE N.Y. 5TATE EDUCATION LAW. O Drawing Title KEY NOTES SHEET NOTES FLUIVIDING 1. NEW ELECTRIC WATER HEATER, WH-1, SERVING COMMERCIAL SPACE 1. REFER TO P-001 FOR PLUMBING SYMBOLS, ABBREVIATIONS, AND ON 1ST FLOOR. REFER TO DRAWING P-601 FOR UNIT SPECIFICATIONS. GENERAL NOTES. 2ND fLK � ATTIC FLAN5 2. NEW ELECTRIC WATER HEATER, WH-2, SERVING 2ND FLOOR 2. REFER TO P-500 SERIES FOR PLUMBING DETAILS. RESIDENTIAL SPACE. REFER TO DRAWING P-601 FOR UNIT 5CTM# 1000-106-6-3 APP No: SPECIFICATIONS. 3. REFER TO P-600 SERIES FOR PLUMBING SCHEDULES AND RISER DIAGRAMS. 5CDH5 No,: JM2 #: 2022-0642 3. 4" SAN DN TO FIRST FLOOR. 4. REFER TO P-700 SERIES FOR PLUMBING SPECIFICATIONS. Planning #: _ DATE: 5/3/2022 4. 4" VENT UP FROM THE FIRST FLOOR. 5. REFER TO RISER DIAGRAMS FOR ALL PIPE SIZES NOT INDICATED. 5EAL 51GNATURE: DE51GNED BY: RD 5. 1-1/2" CW LINE UP/DOWN. CHECKED BY: AP5 6. 1-1/2" HWS LINE DOWN TO THE FIRST FLOOR. K�� NEW Y P-SqG,'Q .per SCALE: A5 indicated 7. 3/4" HWR UP FROM THE FIRST FLOOR. DWG No: 8. 4" VENT UP TO THE SECOND FLOOR. � w 9. 4" VENT THROUGH THE ROOF. I/100744 ROFESstoNP "It is a violation of the State Education Law for any person, rc itect of 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 his or her seal and the notation "altered by" followed by his ima or her signature and the date of such alteration, and a specific description of the alteration." r,f'+: itecture pC. This plan is approved only for the work indicated on the 'fir 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, 11736 HANGER ROD BOLTED TAPERED—THREAD WITH TO STRUCTURE ABOVE TFE JOINT COMPOUND. �-- J PLAN. T I G31 .320.3305 FI G31 .320.3307 (FURNISHED AND Ik — Applicant: INS ALLED BY CONTRACTOR) WHERE CLEANOUT TEE II CLEANOUT Anthony Martignetti FACE SHALL 8 East 92nd 5t, Apt 3 IS CONCEALED IN A I CLEANOUT WITHIN New York, NY 10 128 VIBRATION ISOLATOR CHASE OR PARTITION I I 4" OF WALL WHERE SPECIFIED I I (917) 535 - 3777 PROVIDE A ROUND 18 I I SURFACE. GAUGE STAINLESS STEEL I I PROVIDE Architect of Record : HANGER ROD ADJUSTABLE STEEL COVER WITH BEVELED I I PIPE EXTEN— JM2 Architecture, PC (SIZE AS PER SPECIFICATION) PIPE ROLL EDGES AND FLATHEAD S I O N I F 2410 North Ocean Ave, Suite 300 MACHINE SCREW. I I REQUIRED. (G31)farmingvi NY, 11738 (G3 I) 320 - 3305 Ll MEP Eng I neer: Emtec Consulting Engineers DPC PIPE SADDLE OR RIGID REFER TO PLUMBING 3555 Veterans Memorial Highway, Suite M INSULATION SECTION IXTURE SCHEDULE Ronkonkoma, NY 1 1779 VFFOR FURTHER R (G3 I) 35G - 2 17G INFORMATION Surveyor: . PIPING Nathan Taft Corwin 155G Main Road, PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY Jame5port, NY 11947 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- 5775 W Mill Road NOT TO SCALE WALL CLEANOUT Protect Address NO SCALE 5775 W Mill Rd, Mattituck, NY 1 1952 Project Type Renovation Rev1510n5 07-1 8-22 155UED FOR SCHEMATIC DE51GN PROVIDE AN INDIVIDUAL VENT ON ALL FLOOR/HUB DRAINS. INSTALL VENT 1 1-04-22 155UED FOR PERMIT 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 TRAP—,, MEMBRANE CLAMP— ING COLLAR AND SEEPAGE PAN. MAXIMUM TAILPIECE LENGTH IS 2 FEET. MAXIMUM 15' WHERE ENLARGED WASTE SLOPE WASTE AT LINE IS USED AS A TWO PERCENT. COMBINATION WASTE AND VENT SYSTEM. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND MAXIMUM 5' ON 2" A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. PROVIDE TRAP PRIMER IF RE— WASTE OR 6' ON 3" ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A QUIRED BY LOCAL AUTHORITIES. VIOLATION OF SECTION 7209 5U5-DIVI510N 2 OF THE N.Y. OTHERWISE DEEP—SEAL P—TRAP. STATE EDUCATION LAW, Drawing Title PLUMDING 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 DETAIL5 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 SCDHS No.: JM2 #: 20220642 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 SIGNATURE: DE51GNED BY: RB CHECKED BY: APS FLOOR/HUB DRAINS OFNEW y�Q��P.gq �O,p� SCALE: As indicated � C NO SCALE �tp * DWG No: �A 1007�� P bU R�FESSLONp "It is a violation of the State Education Law for any person, rc itect of 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 NOTES: item is altered, the altering engineer shall affix to the item i 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." ��+ p /+ � � (�+ � p C. 1. All penetrations through rated walls including but not limited to Boiler Roo This plan is approved only for the work indicated on the c G 4.. U p§iication specification sheet. all other matters are not to be Mechanical Equipment Rooms and Rated Shafts shall be fire stopped per de 61"A glib-,� 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 only a few common applications however, the do not show all SUITE 300 HOLE OPENING y pp ' y FARMINGVILLE, NY, 1 1738 applications. Contractor must use only firestop products that have been UL 1479 or T 631 .320.3305 FI 631 .320.3307 STOPPER OR ASTM E 814 tested for specific fire-rated construction conditions conforming to FINISHED GRADE END PLUG construction assembly type,e' penetrating type,enetratin item t e' p annular space requirements, and Applicant: q Anthony Martignetti fire-rating involved for each separate instance. 8 East 92nd 5t, Apt 3 _q 2. Details shown are typical details. If field conditions do not match requirements of New York, NY 10125 typical details, approved alternate details shall be utilized. Field conditions and (917) 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'sEmtec Consulting Engineers DPC Emte3555 Veterans Memorial Highway, Suite M engineering judgment drawings are acceptable. Drawings shall follow the International Ronkonkoma, NY 1 1770 45' ELL Firestop Council (1FC) Guidelines for Evaluating Firestop Systems Engineering (631) 35G - 217G Judgments. 5urveyor: Nathan Taft Corwin 4. References: 1586 Main Road, * 2013 Underwriter's Laboratories Fire Resistance Directory, Volume 2 Jamesport, NY 1 1947 * NFPA 101 Life Safety Code (63 0 727 - 2000 * All governing local and regional building codes Project Name 5. Firestop System installation must meet requirements of ASTM E-814 (UL 1479) tested CLEANOUT DETAIL assemblies that provide afire rating equal to that of construction being penetrated. 5 775 W Mill Road 6. All rated through-penetrations shall be prominently labeled with the following NO SCALE information: Project Address * ATTENTION: Fire Rated Assembly * 5775 W Mill Rd, UL System # * Product(s) used Mattituck, NY 1 1952 * Hourly Rating (F-Rating) Project Type * Installation Date yp Renovation Revisions ULIcULSystem No. C-AJ-1421 07-18-22 I55UED FOK 5CHEMATIC DE51GN F Rating - 2 and 3 Hr (See Item 413) 1 1-04-22 I55UED FOR PERMIT T Rating = 0 Hr FULL PORT BALL 413 2 4B 1 VALVE (TYP.) A NEW THERMOSTATICALLY �� ;: CONTROLLED 3-WAY MIXING VALVE :::r:« .. NEW "AMTROL" "AST-30 BLADDER TYPE EXPANSION "° • '• • TANK WITH ISOLATION AND DRAIN VALVES ii • • Oct. .,, ,� • •IV • • • A 4A I'------------ 140 DEG. WATER OUT TO BLE)G. - KITCHEN 3 I I SECTION A-A IF----------- 110 DECK. WATER OUT TO BLE)G - 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. THE5E DRAWING5 ARE AN IN5TRUMENT OF 5ERVICE, AND 3. Through-Penetrant - One metallic pipe or conduit to be installed either concentrically or eccentrically within the 1------------ COLD WATER IN firestop system. The annular space between pipe, tube or conduit and periphery of opening shall be min 0 in. (0 mm) A5 SUCH 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 U5E OF THE5E DOCUMENT515 IN A WATER HEATER assembly. The following types and sizes of metallic pipes or conduits may be used: ------ RECIRCULATION LINE - 110*F A. Steel Pipe - Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. VIOLATION OF SECTION 7209 5UB-DIV15ION 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. I------ RECIRCULATION LINE - 140*F 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. PLUMBING F. Conduit - Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT). 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 DETAI LS COLD WATER INLET AQUASTAT CONTROLS W/SEPARATE SERVICE SWITCHES 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. 5CDH5 No.: JM2 #: 2022-OG42 FIRESTOP OF METAL PIPING Planning #: _ DATE: 5I3/2022 ELECTRIC DOMESTIC WATER HEATER WITH SEAL � SIGNATURE: DESIGNED BY: RB TWO ZONES PIPING DETAIL THROUGH CONCRETE CHECKED BY: AP5 SCALE: NONE FLOOR/WALL OR BLOCK WALL DETAIL �`�°� ��, y° �,�p ��W P.3qc� �p� SCALE: As indicated N.T.S. Q ��, * DWG No: REFER TO ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND op'�ofESS FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS F =502 "It is a violation of the State Education Law for any person, rc itect of Kcord: 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 ima or her signature and the date of such alteration, and a specific description of the alteration." �� .itecture P.c. PLUMBING FIXTURES AND EQUIPMENT This plan is approved only for the work indicated the application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC SYMBOL ITEM W V CW HW BASIS OF DESIGN in accordance with applicable codes. 2410 NORTH OCEAN AVENUE 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 5UITE 300 THERMOSTATIC MIXING VALVE. FARMINGVILLE, NY, 1 1738 WC PUBLIC WATER CLOSET 4 2 1 1/4 PROVIDED BY ARCHITECT, WITH A MAXIMUM OF 1.28 GPF. T I G31 .320.3305 FI G31 .320.3307 FD FLOOR DRAIN 2 2 WADE 1100—STD WITH TRAP PRIMER TAP AND 6" COVER Applicant: Anthony Martlgnetti FS FLOOR SINK 3 1 1/2 1/2 — ZURN Z1750 12x12x6 STAINLESS STEEL FLOOR SINK WITH 1/2 GRATE WITH TRAP PRIMER 8 East 92nd 5t, Apt 3 New York, NY 10128 FFHB FREEZE PROOF WALL HYDRANT — — 3/4 — WOODFORD FREEZELESS ANTI—SIPHON WALL FAUCET MODEL 17, NON—FREEZE WALL HYDRANT (917) 535 - 3777 Architect of Record : MS MOP SINK 2 1 1/2 1/2 1/2 SPECIFIED BY ARCHITECT. JM2 Architecture, PC SPECIFIED BY ARCHITECT, WITH A MAXIMUM OF 2.2 GPM. PROVIDE ZURN MODEL ZW3870XLT-4P AQUA—GARD 2410 North Ocean Ave, 5uite 300 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. Farmingville, NY, 1 1738 NOTES: 1. PROVIDE FLOOR DRAINS WITH TRAP PRIMER CONNECTION. (G31) 320 - 3305 2. ALL PLUMBING FIXTURES TO BE APPROVED BY ARCHITECTS AND OWNER PRIOR TO PURCHASE AND/OR INSTALLATION. MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Highway, 5uite M Ronkonkoma, NY 11779 (G31) 35G - 217G 5 u rveyo r: Nathan Taft Corwin 158G Main Road, Jame5port, NY 1 1947 (G31) 727 - 2090 Project Name ELECTRIC WATER HEATER SCHEDULE BASIS OF DESIGN AS NOTED 5 775 W Mill Road STORAGE HEAT RECOVERY ELECTRICAL APPROX. ID SERVICE MODEL GAL ENTERING LEAVING AP TOTAL ELEMENT WEIGHT REMARKS GPH TEMP .'F TEMP .'F FT. WG. MBH WATTAGE V/PH/Hz MCA MFS (LBS) Project Address WH-1 1ST FLOOR — COMMERCIAL SPACE DRE-52-30 50 124 1 1 1 30.0 kW 208 3 60 1 2 3 5775 W MIII Rd, WH-2 2ND FLOOR — RESIDENTIAL SPACE RE255T6 55 25 — — — — 6.0 kW 208/1/60 — — 142 1 2 4 MattltUck, NY 1 195 2 O1 PROVIDE W/ SECONDARY DRAIN PAN PIPED TO NEAREST DRAIN O2 WITH TEMPERATURE AND PRESSURE RELIEF VALVE PIPED TO DRAIN PAN BASIS OF DESIGN AO SMITH Project Type ® BASIS OF DESIGN BRADFORD WHITE Renovation Revl5ion5 07-15-22 155UED FOR 5CHEMATIC DE51GN 1 1-04-22 155UED FOR PERMIT PUMP SCHEDULE BASIS OF DESIGN TACO PUMP ELECTRICAL APPROX. ID MODEL NO. SERVICE V/PH/Hz MCA MFS HEAD NPSH IMP. DIA. NAMEPLATE WEIGHT REMARKS GPM FT W G RPM INCHES BHP HP (LBS) P-1, P-2 009—SF5—IFC WH-1, WH-2 1 1 8.4 3250 — — — 1/8 115/1/60 1.4 — 1 9.5 1 2 3 4 1O STAINLESS STEEL, FLANGED DIRECT DRIVE — LOW POWER CONSUMPTION O3 INTEGRAL FLOW CHECK O4 PROVIDE WITH TIMECLOCK AND PIPE TEMPERATURE SENSOR THESE DRAWING5 ARE AN IN5TRUMENT OF 5ERVICE, AND A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED U5E OF THE5E DOCUMENT5 15 IN A VIOLATION OF SECTION 7203 5U5-DIVI510N 2 OF THE N.Y. 5TATE EDUCATION LAW. Drawing Title PLUMDING R15ER DIAGRAM5 5CTM# 1000-1 OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-OG42 Planning #: _ DATE: 5/3/2022 5EAL 51GNATURE: DE51GNED BY: R6 CHECKED BY: APS Of NEB y�Q� p 8-4 0p� SCALE: As indicated Q �s * DWG No: R�FESSIDNP "It is a violation of the State Education Law for any person, Architect 0 7cord: 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 M cm or her signature and the date of such alteration, and a specific description of the alteration." rc ' e c t u r e P.c. This plan is approved only for the work indicated on thej/ 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 1738 T I G31 .320.3305 FI G31 .320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t, Apt 3 ATTIC New York, NY 10128 (917) 535 - 3777 1 1/2" CW 1 1/2" CW SHEET NOTES Architect of Record : 1 1/4" HW 1 1/4" HW JM2 Architecture, PC —� — — 1. ALL PIPE SIZES SHOWN ARE REPRESENTATIVE 2410 North Ocean Ave, 5uite 300 1 1/2" HW _ _ 1 1/2" HW _ _ _ _ -3/4" HWR 1 HW 1 " HW OF THE INNER DIAMETER OF PIPING. —� � 1 �- — 1 — — PLUMBING CONTRACTOR SHALL ACCOUNT FOR Farmingville, NY, 11735 1 1/4" CW 1 1/2" CW 1 1/4" CW PIPE SIZES ACCORDINGLY. — — — — — — (G31) 320 - 3305 I 2 DISTANCE FROM CIRCULATING LOOP TO MEP E ng l n e e r LAVATORY HW OUTLET SHALL NOT EXCEED 2 ( T41 I I I I I LI FEET FOR 1/2" PIPING. Emtec Consulting Engineers DPC P-2 I 1 1/4" CW 3555 Veterans Memorial Highway, 5uite M I I I I Ronkonkoma, NY 1 1779 (TYP.) 1/2" ftl/2" I1/2" 1/2" » I (G31) 35G - 217G (TYP.) I I 1/2„ ( 3/4" 5 u rveyo r 1 1/2 I I I (TYP.) I (TYP.) Nathan Taft Corwin P1 I I I i l l I I I I I I I - I 71 158G Main Road, I i l Jame5port, NY 1 1947 3/4 2090 1/2" I „ 2 FT 1727 - HO FJ+ (TYP.) I I HWR MAX. C WH-2 WH-1 (TYP.) Q Q WC Project Name 2ND FLOOR LAV_ HWR W SK �W SK RF I I qy Lq HWR 1 1/2" CW 1 1/2" CW 1 1/2" CW 1 1/2- HW 1 1/2" CW 5775 W Mill Road — — — — — — — — -�— — — 1 1/2" HW - - — — — — - - - - - - - - - - - - - - - ProjectAddres5 3/4" CW 3/4" CW 3/4" CW 1 1/2" HW LT 1 1/2" Hw — — — — T — 5775 W Mill Rd, 1" CW 374" CW 3/4" HWR 3/4" HW 1 1/4" HW 1 14" HW Mattituck, NY 1 1952 — — I I —1'J-I W c71 , HW I I Project Type 4 WATTS SERIES " LF909 RPZ I4H ( I Renovation „ I wA117� I I I 1" I I I I I I I I I 1-1/2 WATTS MODEL I I I LF009 LEAD FREE RPZ I I FlL11=R I I I I I I Revisions FOR DOMESTIC WATER I I I 3/4" 1/2" 07-1 8-22 155UED FOR 5CHEMATIC DE51GN UNDER BAR 2 FT 1/2" I 3/4" 1/2- 1" I 1/2„ I I-04-22 155UED FOR PERMIT y _ RPZ ( I HAND SINK MAX. F40 OH(TYP.) I (TYP.) Ft Ft (TYP.) I � HB (TYP.) Q Q LAV THREE COMP. SINK DISH — WC 1ST FLOOR _ I 1/2" WASHER 0 MS 4" PIPING NOTE: ALL DOMESTIC HOT, COLD AND HOT WATER RETURN REFER TO SITE PLANSJ CW, HW, AND HWR PIPING PIPING MATERIALS, JOINTS AND FITTINGS GREATER FOR CONTINUATION UNDER SLAB TO SERVING THAN 1" SHALL BE CPVC WITH 1" THICK REFER TO CIVIL DRAWINGS AREA PLUMBING FIXTURES FOR CONTINUATION MINERAL—FIBER INSULATION. ALL DOMESTIC HOT, COLD AND HOT WATER RETURN PIPING MATERIALS, JOINTS AND FITTINGS 1" AND LESS SHALL BE PEX WITH 1" THICK MINERAL—FIBER INSULATION. ALL DOMESTIC WATER RISER DIAGRAM PIPING IN EXPOSED LOCATIONS SHALL BE PROVIDED WITH PVC JACKETING. SCALE: NONE THESE DRAWINGS ARE AN IN5TRUMENT 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 5UD-DIV15ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title PLUMBING R15ER DIAGN/-�1) MS 5CTM# 1000-1 OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-OG42 Planning #: _ DATE: 5/3/2022 5EAL it 51GNATURE: DE51GNED DY: RD CHECKED BY: AP5 ��'of pEw ro yip �eW p,846,, ,per SCALE: As indicated ;P� * DWG No: 14 1007A� `►�4P = 6u2 ��FESSIONP "It is a violation of the State Education Law for any person, Architect of Z777 unless he or she is acting under the direction of a licensed J� 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 itemi M 1 PIPING NOTE: his or her seal and the notation "altered by" followed by his , ' ALL SANITARY WASTE AND VENT PIPING MATERIALS, or her signature and the date of such alteration, and a specific description of the alteration." r� a c t u r a p•C, � JOINTS AND FITTINGS SHALL BE PVC EXCEPT FOR This plan is approved only for the work indicated on the U •• SANITARY GREASE PIPING WHICH SHALL BE CAST IRON. 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. , i 2410 NORTH OCEAN AVENUE I SUITE 300 FARMINGVILLE, NY, 1 1738 jT G31 .320.3305 FI G31 .320.3307 I Applicant: Anthony Martignetti 1 8 East 92nd 5t, Apt 3 ATTIC New York, NY 10125 411V II (917) 535 - 3777 �u Architect of Record : JM2 Architecture, PC 1 2410 North Ocean Ave, Suite 300 2"V 3"V 3"V 411V 401V 4"V Farmingville, NY, 1 1735 --$------`�— -- —r---$-------- ------7— L--1-- --- i—$---� (63 I) 320 - 3305 I I I I 1 I j i------I I 1 1-1 2'v 1 1 _ _ I I I I I I MEP Engineer: 1— 2'V ——————— DPC -� ' (TYP.)) ' I (TYP.) � 1 i I I I I 1 3555 Veterans Memorial HI 9hwaY, 5uite M I 1 1 1 4,-1 1/2"V 2'v 1 Ronkonkoma, NY 1 1779 1,-1 1/2"V 1�--1 1/2"V I 1 I (TYP.) (TYP.) I (G31) 35G - 217G (TYP.) I (TYP.) 5urveY or: 1 I I I 4'v 1 Nathan Taft Corwin I 156G Main Road, 1 LAV D SK SK LAV LAV I I Jame5port, NY 11947 2ND FLOOR CODP ' 1 SHWR 1 WM FD DW � SHWR I 1 (G3 I) 727 - 2090 K I---- ----- ----_ — -----------— _\--- --- -- ---- -- ' Protect Name 4" 4" 4" 2" 4" 4" (TYP) I i 5775 W Mill Road 4 DFU's 8 DFU's 10 DFU's 4 DFU's 18 DFU's 23 DFU's 11 Protect Address 4"V 5775 W Mill Rd 3"V 3"V 4"V I 4"V 3"V 2"V I —j 3„� I � Mattituck, NY 1 195 2 1 1 1 3 ti 3 v 1 Project Type 2 V i „ i 1 I i 1 » I „ (TYP.) I 2 V— 2 V—+ 2 V--i 2 V— 1 2 V_T 1 2 V— T 2 V---T 1 1/2 ,V ( 1 (TYP.) 1 I Renovation (TYP.) I (TYP.) 1 1 1 (TYP.) 1 (TYP.) I COMBINE RESIDENTIAL WASTE AND COMMERCIAL WASTE LINE. Revisions 3 COMPARTMENT SINK I COLD—FOOD 1 I I I I 1 1 1 � 1 I UNDER I I 07-1 8-22 155UED FOR SCHEMATIC DESIGN � � I I COUfJfERI UNDERBAR BEER UNDERBAR COCKTAIL UNDERBAR UNDERBAR I I-04-22 155UED FOR PERMIT 1 DISH i WELL UNIT HS-1 I I I LAV 1 1 I LAV 1 HAND SIN DRAINBOARD DISPENSER i DRAINBOARD MULTI—STATION DRAINBOARD 1 BEER—BINS WASHER 1 I I 1 1 I 1 CODP �1 CODP I — I _ I I 1 I 1 I ---� —=' 4 " 1ST FLOOR — — FD 1 � CODP FD I CO_DP — — � 4 I FS —' FS 1 2 DFU'S 2" i FpD 1 1 23 DFU s 45 DFU's CONNECT TO SANITARY MAIN —— l,•-�—— — \ ——— t,--�— I FS 1 FS 1 LINE ON SITE. REFER TO „ \ THE LATEST SITE PLAN. 2 DFU'S 4 2 DFU'S 4' \ \ \\ \ — --�-- —————————— -- ----------------- I -- -------- ----s ---- ------ — ------� ---------- —�•---________— —____--__ =____________ —__�—__ -- --- --•-------- ----- ———————————————— ———— —————— ———————— —————————— ——————— ———————— ———————————— --------- ———————— ------------- 4" (TYP) 4„ 4„ 4„ 4„ 4„ 4" 2„ 4" 4" (TYP) 4" 2 DFU's 4 DFU's 4 DFU's 6 DFU's 8 DFU's 6 DFU's 14 DFU's 2 DFU's 4 DFU's 2 DFU's 8 DFU's CONTINUATION TO KITCHEN WASTE LINE ON SITE REFER TO THE LATEST SITE PLAN. SANITARY RISER DIAGRAM SCALE: NONE 4" V.T.R. THESE DRAWINGS ARE AN IN5TRUMENT OF SERVICE, AND J PIPING NOTE:ALL SANITARY WASTE AND VENT PIPING MATERIALS, A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. � JOINTS AND FITTINGS SHALL BE PVC EXCEPT FOR ANY UNAUTHORIZED U5E OF THE5E DOCUMENT515 IN A SANITARY GREASE PIPING WHICH SHALL BE CAST IRON. VIOLATION OF 5ECTION 7209 5UB-DIV15ION 2 OF THE N.Y. r �T----------I-----L---------1 STATE EDUCATION LAW. Drawing Title PLUMDING 2„V—,r 2„V 2„V--TI 2"V-- + R15ER DIAGRAM5 1 5CTM# 1000-1 OG-G-3 APP No: i I 5CDH5 No.: JM2 #: 2022-0642 ICEOMETRIC 1 KOLO DRAFT 1 HS-1 TOWER CO_DP ICE—MACHINE 1 ICE—MACHINE 1 1 — Planning #: DATE: 5/3/2022 5EAL 51GNATURE: DE51GNED BY: RD I FS FS I - �~\ 2 DFU'S 2" OUTGOING 4" LINE. CONNECT CHECKED BY: APS 2 DFU'S 4" DFU'S 2 DFU'S 4" \ TO SANITARY MAIN ON SITE. K� Of NEW Y 4» �p ��P•8-4 G,A SCALE: As indicated 8 DFJ's �' �,� DWG No: X. Am Aft 3 SANITARY RISER DIAGRAM : TOWER to z� 9z SCALE: NONE �oA�)PEss oNP�� "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 his or her seal and the notation "altered by" followed by his � JM2 or her signature and the date of such alteration, and a v -- I specific description of the alteration." Alqcilitecture pC• This plan is approved only for the work indicated on the 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, 11738 rchect of Record. T I G31 .320.3305 F I G31 .320.3307 JA �� Applicant: t V , Anthony Martignettl 8 East 92nd 5t, Apt 3 RC111TECTU RE Pic New York, NY 10126 (917) 535 - 3777 JM2 ARCH!TECTL'R`.PC 2410 NORTH E300 AVENUE SUITE 3(?0 Architect of Record : FARMIN.rVILLE,NY, 1 1738 JM2 Architecture, PC TOP OF GUARD T 1631.320,3305 FI 631.320.3307 +66.75"A,F,F. 2410 North Ocean Ave, Suite 300 Applicant: Farmingville, NY, 11738 GLA55 5NEEZE GAARD Anthony If o "rd 5 Ate 3 (G31) 320 - 3305 New )535-3777 8 MEP Engineer:(917)535-3777 N 2'- 10" 00 01 Architect of Record: Emtec Con5ulting Engineers DPC COLD FOOD SPILL GUARD BULL NO5E ADA-NOTE: Arch(tectim PC 3555 Veterans Memorial Highway, 5ulte M ---_--I AS PER 2010 ADA STANDARDS FOP ACCE551BLE DE5lGN 206.2.5(EMPLOYEE WORK 2410 North Ocean Ave.Su;te 300 WELL UNIT - TOP OF PREP 5URFACE AREAS): Far iagv!e,NY 11738 Ronkonkoma, NY 1 1779 1 1 1. COM9,0N USE CIRCULATION PATH5 LOCATED WITH'N EMPLOYEE WORK AREAS THAT (631)320-3305 +42,75 A.F.F. ARE LE55 THAN 1000 SQUARE FEET AND DEFINED BY PEPMANENTLY IN5TALLEC (63 I) 35G - 2 17G PARTITIONS,COUNTEP5,CAHWORK,OR FURNI5HING5 SHALL NOT BE REQU'RED TO Structural Engineer: Surveyor: COUNTER A5 5ANDWICH/SALAD COMPLY WITH ACCESSIBILITY SECTION 402. E2 Era,,ee-s 5ELECTEC BY OWNER PREPARATION 2. COMV0'4 USE CIRCULATION PATH5 LOCATED WITHIN EMPLOYEE WORK AREAS THAT 488 N1er'a;k Ave Nathan Taft Corwin ARE AN INTEGRAL COMPONENT OF WORK AREA EQUIPMENT SHALL NOT BE RQUIRED New London,CT 06320 REFRIGERATOR TO COMPLY V,1171*1 ACCE551BILITY SECT?ON 402. (86C)437-3259 158G Main Road, MEP Engineer: Jame5port, NY 1 1947 BRUSH SYSTEM FOR WASHING GLA55WARE 15 R`QUIRED AT Tf'E TH Emtec Censulbrg Eng veers DPC (G31) 727 - 2090 P,EE 3555 Veterans Mer•ora!Hwy,Suite V OYSTER BAR COUNTER DETAIL 2 BAR T L 3 COMPARTMENT 51h;K OR GLA55E5 MUST BE WASHED IN T11E D15H'vVA5HER R,onkankma,NY 11773 --I 1-011 A_5 _ A-5 (631)35G-217G Project Name ALL CABINET FACES TO BE FINI5HED WITH LAM'NATE MANUFACTURED BY TEKNION OR Surveyor: APPROVED EQUAL ALL COUNEQUAIN, L. P.TOPS TO BE CH05EII B SOLID SURFACE OP, Na' an Taft Can+rn III 5775 W Mill Road APPP.GV'EO EQ!JAL.COLORS TO BE CHOSEN BY 044'hJER. 158G Main Road, Jamesport,NY 1 1947 NO GAS FIRED A.PPLIAVCE5 OR UNiT5,THEPEFORE NO HOOD REQUIRED (631)727-2090 Project Name Project Addre55 COUNTER F d FOOD CONTROL PLUMBING NOTE5 5775 W Mill R 5775 W MIII Rd, ' W,,,1UNDERCOUN?ER FPIDGE 1.FOOD f7t,15 REQUIP,ING TEMPERATURE CONTROL,1F ANY,ARE STORED IN REFRIGERATOR AND FREEZERS RUNNING 24 HOUR5 BY PROPANE.2.ADEQUATE BARRIER PROVIDED BETWEEN WASTE UIJE5 AND FOOD OR'WA51 I1NG PELATED EQUIPMENT, M a tt i t u c k, NY 1 1952 3. 1'INSULATION SHALL BE USED ON ALL HOT WATER SERVICE PIPING.INSULATE ALL EXP05ED HOR'ZONTAL PIPING A5CVE CEIUNS5,DRAINAGE 1h'ATER P otect Address WORKTOP COUNT a n F Co;1NTER, --- SUPPLY LItiES IN ACCORDANCE WITH AN51 A 1 17.1 STANDARDS,SEE TALE 403.2.1 0, 5 775 W Mill Rd, Project Type 42.75'HE=GHT 60`DIRECT VE ROOD 4. CONTROL5 5'1ALL 5HUT 0`HEAT TRACE AND PUMPS WHEN HEATING 5Y5TEM 15 NOT IN OPERATION yp �TERIOR 5. ALL COPPER TUBING.,HALL CONTAIN 20%MAX.LEAD CONTENT 7-8 11 1 CIF 6. PiAS,IC MATERIALS ARE NOT TO BE USEC FOR VENTS,RGOF D A'NS,HOT t CGLD tS'ATER LINES SA,N'TARY 5Y5TEM5. M attltUC� NY 11952 12)UNDERCOUP4TER 7. HOT WATER HEATER5 51ALL BE EQUIPPED WITH RELIEF Re n o va t I o n REFP,IGERATOR XA1I) I KIC FRYER I F VALVE t OUTLET OP.PIPE TO DISCHARGE 50 AS NOT TO CREATE A HAZARD OR DAMAGE. , 3)36'W ELECTRIC s,- 8. NO RELIEF OUTLETS OUTLETS OR PIPING 511ALL BE CO'.I;ECTED TO ANY DRAINAGE CF VENT PIPING. SNEEZE GUARD FLAT TOP GRIDDLE 9. ALL PLUV31NG WORK SHALL COMPLY WITH NY5 ENERGY CON5ERVATiON CODE.NYS 5UILDING CODE'AND FIRE CODES,5.C.D,H.5,t ALL OTHER CODES Or Project Tyre O' AUTHORITIES HAVINGJURI51317OU. 13)COLD FOOD'aVELL UNIT KI, 10. DOMESTIC HOT WATER 5HAtl_BE SUPPLIED BY ELECTRIC HOT WATER HEATER5 AS SPECIFIED. RCV15ion5 „ 0 --- 1 1. ALL UNDER GROUND COPPER WATER LINES 5HA_L BE TYPE K COPPER,ALL WATER LINES III BUILDING ABOVE GROUND SHALL BE TYPE L CO'PER. Renovation I E SA PREPARATION REFRIGERATOR 12. ALL Ua'QRY.UNDER Th15 APPUCATIO'4 5HALL CONSIST CF FURNISHING ALL LABOR,MATER'AL5,EQUIPMENT 4 F,XfURE5 NECE55APY OR R.EOUIKED TO 07-18-2 2 155UED FOR 5CHEMATIC DESIGN PREPARATION REFRIGERATOR •� _„ 2)UNDERCOUNTER � PEpsORM t COMPLETE ALL WORK, REFPJGERATOR 1 1-04-22 155UED FOR PERMIT ° AREA - - 13. WATER SIZES TO FIXTURES SHALL BE AS FOLLO's1r5 112"T01A4'ORATORI`5,KITCHEN 51PlK5,AND 314"TO WATER CLOSETS. ° — 10)HAND 51NI'\Nrl5,DE 5P U RD5 14. CON PA.CTOR 514ALL COORDINATE PLUM5tNG DRAWING5 WITH ARCHITECTURAL,ELECTRICAL 4 VECHANICAL PLANS AS REQUIRED. Re+rsions Design Deve`.opment 03-14-2022 1 Rerased per Ow-ier 04.1 1.2022 a REt 51°v "5!DE5PLA5HGUARD54 EQUIPMENT 5C11EDULE Revised re,0.;,.aer 04-21-2022 f ° DI R 13GAP.D5 'OVE NUMBER BAREQUIPMENT.TYPE MANUFACTUPJ_RI MODEL NUV5ER Kitchen revised per Dwmer 0G-16-2022 B i Updated w5cating Layout 07.20.2022 \ MODUAL BAR DIE 5Y5TEN1 KM5 Revised 5eatino Layout 08-I t-2022 D15HlJASHLK v 7-8 11 9)CLEAP TABLE W1 SPLASH GUARD B2 UNDERBAR GLA55 ROCK KR24-GSB3-PE Rev,5ed per 5CDt15 Food Ccntrc'� 09-12.2022 - \\ Plans Revised per Owner 09 28 2022 n L-� B3 UNDERBAR FfLLER5 4 DR.AINBOA?,05 FO`'AL FILLER Ughting Plans Revisd per Owner 10-14-2022 55 CRAFT COCKTAIL hJ1ULTl-5TATION KR24-1V 538E-10 lsghhnq Plans Revised per Owner 10-2!-2022 h,�OP 51Nr.4 MOP HOOK B6 UNDERBAR FILLEP5 4 DRAIIJI30AKD5 0 �b,r SIDE 5PLAS ROYAL FILLER n 57 DISPENSER,HER D336L � 1 l <gSERVI ST „, B8 UNDERBAR FILLER5 4 DRAINBOARD5 ROYAL FILLER ~' B9 UNDERBAR DRY STORAGE KR24-512-PE 36"x 80' SELF CLO5ING — 510 CRAFT COCKTAIL MULTI-5TATICh; KR24-DA526L-7 BOi lh'AT[R �~- `RA! SYSTEM oil UNDERBAR FILLERS t DRAtNBCARD5 ROYAL FILLER 51)MODULAR BAR OPE 512 UNDERBAR HAND5INK KR24.125T DIE EY511V, 132)UNDERBAR B 13 UNDERBAP PEER BIN5 KR24-CB48 GLA55 ROCK 1 B 14 BACK BAP COOLER 55GOL THESE DRAWINGS ARE AN IN571JVLE":T OF SERVICE,AND A5 53)UNDERBA.R FILLERS i EP TABLE, SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY 4 DRAINBQARD ORAGE BELOWU14AUTHORIZED USE OF THESE DOCUMENTS IS IN A THESE DRAWINGS ARE AN INSTRUMENT OF 5ERVICE, AND \55)CRAFT COCKTAIL � NUMBER KITCHEN EQUIPMENT TYPE MANUFACTURER MODEL NU":pSER VIOLATION OF SECTION'7209 51B-DiVI510N 2 GF THE N.Y. A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. � v �1I 5"ATE EDUCATION lA',�t. %1ULTI-5TAT!ON ANY UNAUTHORIZED USE OF THESE DOCUMENT515 IN A B6)UNDERBAR FILLERS i _ ` I ELECTRIC FLOOR FRYER PITCO FRIALATOR,MODEL 5114 OLAT 4 CRAINBOARD5 ___ i 2 UNDERCOU!JTER REFRIGERATOR TURBO ALP,MOCEL TUR-485D-N(-AL)(-AR) Dray.Ang Title VI ION OF 5ECTION 7209 5UD-DIV15ION 2 OF THE N.Y. STATE EDUCATION LAW. v r i 1 i 3 GRIDDLE,ELECTRIC ACCUTEMP MODEL EGF2083A2450-TJ Drawing Title B7)DISPENSER. ��B � BEEP. 1� 58)UNDERBAR F4LLEr'.5 f� - 4 1200 CFM WAIL MOUNTED RANGE HOOD VENT-A-HOOD 16r1'CWLH9-460 BL Food Control Plan�'� AREA 1 I 4 DRAINBOARDS i� I I f B AAFR -� 5 5AND41"CH 1 PANINI GRILL VOLLRATII hvIODE140793 PLUMBING ! I flIN'sk 89)L'NDE REAR DRY �--- `- �� STORAGE O a I� JRBAR BEER BIN5 6 ELECTRIC COUNTERTOP FRYER EQUIPEX MODEL RF85° SCTM 1000.106.00-06.00-003,OCC BUILDING No: KITCHEN EQUIPMENT B 10)CRAFT COCKTAIL ° 1 - B!2)U. 'P,AR HAND5IVK W,'SIDE SPLASH GUARDS 7 TWO(2)COMPA.R"N`_NT SINK SAPPH'RE MANUPACTURIIdG MODEL SI:151824-2 SCDH5 No.: C-21-0373 JV2 No: 2022-0642 MULTI-STATION 1 7.1 PRE-RINSE FAUCET A55fMELY,WITt.ADD ON FAUCET KRO'NNE IVODEL 17-109WL R,1)UNDERBAR FILLERS t DP.AINBQARDs 8 DI5HNIA5°1ER,DOOR TYPE Ch'A D5Hh,1ACHl'IE5 MODEL EST-C ZBA.No: 7573 DATE: l012112022 5CTM# 1000-1 OG-G-3 APP No: 9 CLEAN DI5HTA5LE 5APPH'PE MANUFACTURING MODEL 5MCOT-24R SEAL t SIGNATURE: DESIGNED BY: DA 5CDH5 No.: JM2 #: 2022-OG42 10 THREE(3)CO'rARTMENT SINK CHECKED BY: J"A Planning #: _ DATE: 5/3/2022 FI r5t Floor - Food Control I 10.1 WALL I SPLASH MOUNT FAUCET KRO'WNE NtODEL I4.808L SCALE: A5 indicated 114 `� 1 If l 1-011 A-5 I I 5AND'al^CH 15ALAD PREPARATION REFRIGERATOR TURBO AIR MODEL T5T-43SD-12-N D'vVG No: 5EAL t 51GNATURE: DE51GNED BY: RB 12 UNDERCOUNTERREFRIGERATOR TUP.BO AIR MODEL 7'JP-485D-D4-N CHECKED BY: AP5 13 COLD FOOD WELL UN'T,DROP-IN,ICE-COOLED ATLAS METAL MODEL WICDL-2 Of NEW Y Aw5 ,�P� ��1 P- 94�, GIP SCALE: As Indicated y � Q � �� * NOTE:ICE B'N5,MOP ROOM,WALK IN REFRIGERAT!ON,4 EMPLOYEE LOCKER5 TO BE LOCATED IN ACCE55DRY5TRUCTURE 50'FRCtA MAIN S p DWG No:TRUCTUPE Q °A 1007 R�FESSiONP "It is a violation of the State Education Law for any person, Architect 37 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 PLUMBING SPECIFICATIONS 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:' �� .�itecture �!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 JM2 ARCHITECTURE PC FITTINGS, HANGERS, INSULATION, VALVES, CUTTING AND FINAL CUTTING, AND TYPE. 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. 5UITE 300 AND FREE FROM DEFECTS. C. PROVIDE CHROMIUM PLATED ESCUTCHEONS AT TILE WALLS AND ON FARMINGVILLE, NY, 11738 3. WORK MAY BE REVIEWED AT ANY TIME BY REPRESENTATIVES OF THE ARCHITECT CHROMIUM PLATED PIPING. AND/OR ENGINEER. 5. TESTS AND INSPECTIONS T G31 .320.3305 FI G31 .320.3307 4. CLEANING AND ADJUSTMENT A. NOTIFY LOCAL PLUMBING INSPECTOR AND PERFORM TESTS IN THE A. BRUSH AND CLEAN WORK PRIOR TO CONCEALING, PAINTING AND PRESENCE OF AN AUTHORIZED REPRESENTATIVE. Applicant: ACCEPTANCE. PERFORM IN STAGES IF DIRECTED. B. DRAINAGE AND VENT PIPING INSIDE BUILDING SHALL BE TESTED AS pp B. FLUSH OUT PIPING AFTER INSTALLATION AND BEFORE FINAL FOLLOWS: Anthony Martignetti CONNECTIONS ARE MADE, AT LEAST TWICE, IN A MANNER AS (1) WATER TEST: IF TESTED IN SECTIONS, FILL EACH SECTION 8 East 92nd 5t, Apt 3 DIRECTED AND/OR ACCEPTED BY THE OWNER. WITH WATER TO OVERFLOWING, FRONT TEN FEET ABOVE OR New York, NY 10128 FLOOR-TO-FLOOR HEIGHT, WHICHEVER IS GREATER SO THAT ALL OF EACH SECTION, EXCEPT THE TOPMOST, IS TESTED (917) 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 ADDNG 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 2410 North Ocean Ave, 5uite 300Farmingville, NY, 11738 2. BASE BID MANUFACTURERS WITH WATER AND INTRODUCE INTO ENTIRE SYSTEM AT BASE, A. PLUMBING FIXTURES. KOHLER CO., ELJER CO., AND AMERICAN THICK PENETRATING SMOKE PRODUCED BY A SMOKE (G31) 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 OPEN114G TIGHT MEP Eng I Weer: AMERICAN STANDARD, INC., ELJER CO., T AND S BRASS WORKS, INC., AND APPLY PRESSURE EQUIVALENT TO ONE INCH OR WATER. RADA, DELTA FAUCET CO., MOEN, AND SPEAKMAN CO. MAINTAIN TEST FOR A MINIMUM OF ONE HOUR. Emtec 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 4. EXPOSED PIPE AND ACCESSORIES INSTALLATION OF EQUIPMENT WITH OTHER COMPONENTS OF S"STEMS. Ronkonkoma, NY 11779 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 CP. 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 1547 NOT BE PERMITTED. (1) SLOPE HORIZONTAL DRAINAGE PIPING 2 INCHES AND (631) 727 - 2090 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 FANGERS, 5 775 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 Address (1) ALL HOT AND COLD WATER PIPING WILL BE TESTED IN THE 8. JOINT INSTALLATION 5 775 W Mill Rd PRESENCE OF THE OWNER'S REPRESENTATIVES AT 100 PSI A. INSTALL JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRJCTIONS. HYDROSTATIC PRESSURE FOR TWO (2) HOURS AND SHOW B. CAST IRON HUBLESS SOIL PIPING: Matt�tuck 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 Renovation USE, WHENEVER SAMPLES FROM THE SYSTEM SHOW ANY DEVELOPMENT ASSOCIATION RECOMMENDATIONS. 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 FLUK Revisions PRESCRIBED BY THE DEPARTMENT OF HEALTH, OR WHERE NO BEFORE SOLDERING. METHOD IS PRESCRIBED BY THE DEPARTMENT OF HEALTH, BY THE 9. SEALING OF SLEEVES 07-1 8-22 155UED FOR 5CHEMATIC DE51GN FOLLOWING: A. SEAL ALL SLEEVES THROUGH FIRE AND SMOKE-RATED WALLS AND 1 1-04-22 155UED FOR PERMIT (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. THESE DRAWING5 ARE AN IN5TKUMENT OF 5ERVICE, AND E. PIPING, FITTINGS AND HANGERS 4. FIELD QUALITY CONTROL A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 1. QUALITY ASSURANCE A. REPAIR SEPARATION OF JOINTS ON INSULATION DUE TO THERMAL A. EACH LENGTH OF PIPE, FITTING, TRAP, FIXTURE VALVE OR DEVICE MOVEMENT OR POOR WORKMANSHIP. ANY UNAUTHORIZED U5E OF THESE DOCUMENT515 IN A USED IN ANY PIPING SYSTEM SHALL BE STAMPED OR INDELIBLY G. VALVES FOR PLUMBING WORK VIOLATION OF 5ECTION 7209 5UB-DIV15ION 2 OF THE N.Y. MARKED WITH WEIGHT OR QUALITY, AND MANUFACTURER'S NAME OR 1. BASE BID MANUFACTURERS STATE EDUCATION LAW. MAKE A. BALL VALVES: CONTROMATICS CORP., WORCESTER CONTROLS CORP., Drawing Title B. SANITARY PIPE AND FITTINGS SHALL BE MARKED WITH THE LUNKENHEIMER, CRANE CO., NIBCO, STOCKHAM VALVES AND FITTINGS, COLLECTIVE TRADEMARK OF THE CAST IRON PIPE INSTITUTE OR WM. POWELL CO., AND WATTS REGULATOR CO., AND APOLLO PLUMDING RECEIVE PRIOR APPROVAL OF THE ENGINEER. (CONBRACO INDUSTRIES INC.). 2. SUBMITTALS 2. DOMESTIC WATER SUPPLY SYSTEMS ' A. SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: A. INTERIOR WATER LINES UP TO AND INCLUDING 2 INCHES 5FECIf ICATION5 (1) FITTINGS (1) BALL VALVES 125 LB. W.S.P. BRONZE BODY, STEEL BALL, (2) FLASHING SLEEVES 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: 5I3J2022 COMPANY. 4. INSTALLATION B. HANGERS AND SUPPORTS: I.T.T. GRINNELL, CARPENTER AND A. INSTALL VALVES WHERE INDICATED OR REQUIRED IN ACCESSIBLE SEAL 51GNATURE: DE51GNED BY: RD PATTERSON INC., AND FEE AND MASON. LOCATIONS WITH NO VALVE HANDLES POINTED DOWN. CHECKED BY: APs Of NEW P.sg cQO,p� 5CALE: As indicated ti DWG No: �A r00T P = 701 �OFESSIONp Architect of Record: - EGRE55 CALCULATIONS PROJECT DATA AS PER TABLE 1004.5 OF THE 2020 NEW YORK STATE BUILDING CODE,OCCUPANCY LOADS ARE AS FOLLOWS: ADDRESS: 5775 W MILL KID,MATTITUCK, NY 1 1952 FIRST FLOOR F� SECTION BLOCK LOT: 1000 106.00 06.00 003.000 Jm' 2 ZONING: TOWN OF SOUTHOLD MARINE II(MII) ASSEMBLY(TABLES/CHAIRS) 800 SF/ 15 SF/OCC = 53.3 OCCUPANTS T USE: FIRST FLOOR RESTAURANT/BAR,SEC ND FLOOR LIVING QUARTERS COMMERCIAL KITCHEN 300 5F/200 5F/OCC = _ 1.50 OCCUPANTS `% OCCUPANCY CLA55: A-2 t R-2(I HOUR FIRE SEPARATION REQUIRED) TOTAL= 54.8(55)OCCUPANTS ST9 CONSTRUCTION CIA55: 4(HEAVY TIMBER)t 55(UNPROTECTED WOOD FRAME) R C I T E CT U R E Pic reM ov ` 51TE AREA: 0.124 ACRE(5401.44 SF) SECOND�� % i PROPOSED 5QFT: 3,050 LIVING QUARTERS 1,482 5F/200 5F/OCC= 7.41 OCCUPANTS `S SCOPE OF WORK: 1)BUILDING LIFT GUT RENOVATION JM2 ARCHITECTURE, PC ACCESSORY STORAGE 685 5F/300 SF/OCC = _ 2.25 OCCUPANTS % 2410 NORTH OCEAN AVENUE 0 TOTAL= 9.69(I 0)OCCUPANTS RECREATION ROOM ,,. ':+4'taltt.�i;tx s SUITE 300 c,k %r.`r?irt8yr ce�sSKe °s. ,," FARMINGVILLE, NY, 11735 FIP,-k District IN ACCORDANCE W/SECTION 1005.3,2 OF THE NY5BC, MINIMJM EGRESS WIDTH REQUIRED SHALL BE AS FOLLOWS: T 631.320.3305 F� G31.320.3307 � 8 , lS. t° ' rtVd FIRST FLOOR= 55 OCCUPANTS x 0.15 =8.25" 3'0""MIN.WIDTH,(2)EXITS PROVIDED SECOND THIRD FLOORS 10 OCCUPANTS x 0.15 = 1.5 , 3-0 MIN.WIDTH,(1)EXIT PROVIDED .'?' ' Applicant: --I tck n Anthony tt Niz-1;gJa n ony Martigne i TRAVEL DISTANCES "au�reRn; : ��. 8 East 92nd 5t,Apt 3 A-250 FT 5PRINKLERED I ; ' New York,NY 10128 IN ACCORDANCE W/SECTION 1006.2.I OF THE NY5BC: r ' ' 36"x 80" �: '.'' ,_ m. .,- r`o-ittrre��els'tuck �r �" (917)535-3777 V . 10 R-2 WITH ONE EXIT-MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE= 125' s 6 e O cs9�*t to 1;tr'eE h43rina %' a" Architect of Record: e cep � c cooprslo �. sari BATHROOM tea,rtucte;rvv.� 9 2 JM2 Architecture,PC HALL Nick,i�.Lups ' � R � .Q� 2410 North Ocean Ave.Suite 300 El Farmmgvdle,NY 11738 LU IAUNDRY/STORAGE i (63 I)320 3305 UP ? Structural E g eer SUBJECT, StrUctU n In PROPERTY c'. t s r� meers R Caaper t f ns 1. i l E2 En O Montauk Ave 488 New London,CT OG320 ( 6 37 3259 8 0)4 - ROOFED OVER BATHROOM MEP Engineer: PATIO BELOW � BEDROOM I ;.:.. .. � f..�� F.::; �'. � . . E Q mtec Consulting Engineers DPC CL, 3555 Veterans Memorial Hwy,Suite M Nt:if Read ReS6,v . CL. Ronkonkoma,NY 11779 SHELVES n I (631)356-2176 KEY MAP IV N .T.5. Surveyor: " " " Nathan Taft Corwin III Z39 x 30 x 80 1586 Main Road, 75'TRAVEL DISTANCE< 125' Jamesport,NY 1 1947 z GENERAL BUILDING NOTES (631)727 2090 _ QI o I BEDROOM 1.ALL WORK SHALL COMPLY WITH THE"2020 NEW YORK STATE CODE"�AND ALL OTHER CODES OF ALL AUTHORITIES HAVING JURISDICTION. Project Name BEDROOM 2.ALL 5UB-CONTRACTORS SHALL CHECK,VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. 5775 W Mill d O 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF A.5.T.M. R SPECIFICATIONS. 4.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS AND DETAIL DRAWINGS OVER SMALL SCALE DRAWINGS. ® 5.THERE SHALL BE NO PROCESSES TO BE CONDUCTED IN THE BUILDING THAT WILL PRODUCE AIR CONTAMINATES WHICH MAY BE INJURIOUS TO THE Project Address HEALTH OF RESIDENTS. 1^ G. ELECTRICAL RECEPTACLES,LIGHTS AND OTHER EQUIPMENT SHALL CONFORM TO CODES HAVING JURISDICTION, 5775 V II Mill Rd, 7.TENANTS AND OWNERS SHALL BE FULLY AWARE OF AND CONFORM TO ALL REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH �/ ADMINISTRATION. Mattit�ck N t 11952 Second Floor- E ress � � 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 3/ 1 6" - I i-oII I WRITTEN APPROVAL OF TOWN BUILDING DEPARTMENT. f G Project Type 10.ALL C*D MATERIALS EXPORTED FROM THE SUBJECT PARCEL 5HALL'BL TRANSFERRED TO AN APPROVED NY5DEC FACILITY,LOAD/TRAN5FER TICKETS TO BE RETAINED AND COPIES PROVIDED TO THE TOWN OF SOUTHOLD IF REQUIRED FOR THE RECORD. COUNTER GENERAL NOTES Lift Renovation W/UNDERCOUNTER FRIDGE 1. TOWN OF SOUTHOLD DATUM NAVD 88 Revisions 2. ALL ROOF DRAINS SHALL BE PIPED TO DRAINAGE SYSTEM WITH ON. 6"DIA. PVC 5DK 35 PIPE. Design Development 03 14 2022 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 48 HOUP-5 „'rR TO START OF ANY WORK.WORK PERFORMED WITHOUT INSPECTION SHALL BE Revised per Owner 04-1 1-2022 CERTIFIED TO THE TOWN ENGINEER'5 SATISFACTION AT APPLICANT'5 EXPENSE." 4. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS.ALL UTILITIES SHALL BE INSTALLED BELOW GRADE. Revised per Owner 04-21-2022 5. PLACEMENT OF FILL,INSTALLATION OF RETAINING WALLS, DUMPING OF MATERIAL,EXCAVATION,MINING,OR SIMILAR DISTURBANCE OF LAND REQUIRES AN Kitchen revised per Owner 06-16-2022 OPEN APPROVED 51TE PLAN. COMMENCEMENT OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL IS PROHIBITED AND SUBJECT TO LEGAL ACTION. Updated w/Seating Layout 07-20-2022 KITCHEN G. ALL EXISTING OR PROPOSED SUBSURFACE ELECTRIC,TELEPHONE OR CABLE SERVICES SHALL BE INSTALLED IN APPROPRIATE CONDUIT SLEEVES WHEN Revised Seating Layout 08-1 1-2022 PERMANENT, IMPROVED SURFACES ARE PROPOSED OVER THE ROUI ING PATH. r s s I 7. ALL RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE(RCA)AND FILL MATERIALS ARE TO BE FROM AN APPROVED SOURCE. RECYCLED PORTLAND Revised per 5CDH5 Food Control 09-12-2022 CEMENT CONCRETE AGGREGATE IS TO BE CERTIFIED. DOCUMENTATION 15 TO ff PROVIDED SHOWING THAT THE MATERIAL OBTAINED 15 FROM A NY5DEC Plans Revised per Owner 09-28-2022 REGISTERED OR PERMITTED CONSTRUCTION AND DEMOLITION(CAD)DEBRIS PROCESSING FACILITY AS SPECIFIED IN SECTION 360-16,I OF 6NYCKR PART 360, Lighting Plans Revised per Owner 10-14-2022 "SOLID WASTE MANAGEMENT FACILITIE5"." o I I 8. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAW!.NG5 AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTENLighting Plans Revised per Owner 10 21 2022 I v I APPROVAL OF TOWN BUILDING DEPARTMENT. Construction Documents 1 1-02-2022 BATH 9.THE SOUTHOLD SUBDIVISION AND LAND DEVELOPMENT REGULATIONS SHALL BE FOLLOWED. Revised and Resubmitted to Town 2-15-2023 z Q I 10.TH15 SITE PLAN IS BASED ON A SURVEY PREPARED BY NATHAN TAFT CORWIN III LAND SURVEYOR DATED JUNE 2, 2021. u i I Issued to Owner for Review 3-15-2023 0 Q I DW Revised and Resubmitted to Town 5-17-2023 ° DRAWING LI 5T Revised and Reissued 6 26 2023 Revised and Reissued to Food Control 9-15-2023 ° T-I TITLE PAGE/EGRESS PLAN 5001 STRUCTURAL NOTES Revised and Reissued 9-26-2023 I Q ° A-I EXISTING FIRST FLOOR PLAN 5002 STRUCTURAL NOTES Resubmitted to Town 10-26-2023 CO A-1.1 EXISTING SECOND FLOOR PLAN 5100 PILE LAYOUT PLAN Food Control Approved 1120 2023 ENTRY � I BATH BATH HALL I A-2 PROPOSED FIRST FLOOR PLAN 5101 FIRST FLOOR FRAMING PLAN P I A-2.1 PROPOSED SECOND FLOOR PLAN 5102 SECOND t THIRD FLOOR FRAMING PLANS Revised and Re slued 1121-2023 A-3 REFLECTED CEILING PLANS 5200 STRUCTURAL SECTIONS Revised and Reissued 12-6-2023 DOCK DINING I A-4 ELEVATIONS 5201 STRUCTURAL SECTIONS Revised and Reissued 1-29-2024 A 4.I ELEVATIONS 5300 STRUCTURAL DETAILS A-6 FOOD IOCONTROL PLAN 5301 STRUCTURAL DETAILS - '"` THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY 97'TRAVEL DISTANCE< 250' A-7 AIR SEAL DETAILS t BATHROOM PLANS UNAUTHORIZED USE OF THESE D I . , OCUMENTS IS IN A x A 8 INTERIOR ELEVATIONS VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. UP A-9 ADA, INSPECTIONS,WINDOW SCHEDULE �dAf� - 6 2024 STATE EDUCATION LAW, FOYER A-10 WINDOW$DOOR DETAILS I w A-10.1 WINDOW t DOOR DETAILS WOOD DECK ROOFED OVER PATIO I D-1 FIRST FLOOR DEMOLITION PLAN D-2 SECOND FLOOR DEMOLITION PLAN : Drawing Title I I o 1 o I ° BAR NOTE5 PER 2020 ECC NY5 Title, Pa e / E re55 Plan i VA I I SECTION 403.1 NOT LE55 THAN ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM SCTM# 1000-106.00-06.00-003.000 BUILDING No: I - j I R403.3.3 DUCT TESTING(MANDATORY) I DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING METHODS: 5CDH5 No.: C-21-0373 ROUGH-IN TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA)ACROSS THE SYSTEM, INCLUDING THE JM2 No: 2022 0642 o I MANUFACTURER'S AIR HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. DN F05TCON5TRUCTION TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA)ACROSS THE ENTIRE SYSTEM, ZBA No: 7573 DATE: 3/612024 iMENTRY � � � rF1 0 INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. KEGISTEP,5 SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. R403.5.1 HEATED WATER CIRCULATION AND TEMPERATURE MAINTENANCE SYSTEMS(MANDATORY) SEAL$SIGNATURE: DESIGNED BY: TF HEATED WATER CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403.5.1.1. HEAT TRACE TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403.5.1.2.AUTOMATIC CONTROLS,TEMPERATURE SENSORS AND PUMPS SHALL BE ACCESSIBLE. MANUAL CONTROLS CHECKED BY: JM ` U.•.. SHALL BE READILY ACCESSIBLE. R403.6 MECHANICAL VENTILATION(MANDATORY) �c�'��R�D Cyj� SCALE: As indicated RAMP RAMP THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT COMPLIES WITH THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE OR DN DN SLOPE I:12 DN SLOPE I:12 MECHANICAL CODE OF NEW YORK STATE OR NEW YORK CITY CONSTRUCTION,;ODE,AS APPLICABLE,OR WITH OTHER APPROVED MEANS OF VENTILATION. � � � 'S� �� DWG No: OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CL05E WHEN THE VENTILATION SYSTEM IS NOT OPERATING. R404.1 LIGHTING EQUIPMENT(MANDATORY) * i NOT L.E55 THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. First Floor- E��ress R403.3.2 SEALING(MANDATORY) cSsj9 0 3945 ��- DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED.JOINTS AND SEAMS SHALL COMPLY WITH EITHER THE MECHANICAL CODE OF NEW YORK STATE fi NE�y� 3/ 1 6" - I i-OII T I OR RESIDENTIAL CODE OF NEW YORK STATE,OR THE NEW YORK CITY CONSTRUCTION CODE,AS APPLICABLE. i Architect of Record: Jm' 2�� RCS ITECTUREpc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE,NY, 11735 T 1631.320.3305 IF 631.320.3307 Applicant: Anthony Martignetti 8 East 92nd St,Apt 3___ �— _ _ —Z� _—_---------__--------- — � New York,NY10128 (917)535-3777 I I Architect of Record: I I JM2 Architecture,PC I I 2410 North Ocean Ave.Suite 300 I I Farmingville,NY 11738 (631)320-3305 Structural Engineer: E2 Engineers DEMOLISH ENTIRE EAST I 485 Montauk Ave WING OF BUILDING __'_44, I New London,CT 06320 (860)437-3259 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (631)356-2176 m i EXISTING WALL I Surveyor: m TO BE REMOVED / I Nathan Taft Corwin III r---- � II I F �� II I m 1586 Main Road, __�_ _ =J—L._=J� ___ — — _I Jamesport,NY 11947 -------------� - - - - — ----- =_=_= (631)727-2090 I I I I � � ��J � �� F =__ I I I I I I I J Project Name II II EXISTING I I 5775 W Mill Rd BATHROOMS I I I I / ---------- I FIXTURES TO BE I � ——— REMOVED I I I I Project Address --------- --�� I i I 5775 WMill Rd, Nil j�' EXISTING MECHANICAL EXISTING WALL —————I Lu rt— ; ROOMS TO BE REMOVEDMattituck, NY 11952 TO BE REMOVED Project Type ------ Lifts Renovation NOTE: DEMOLITION WORK TO BE I I \ U DONE IN CLOSE COORDINATION RCV151on5 REFER TO WITH BUILDING LIFT —— ___ _� Design Development 03-14-2022 NORTH WING OF BUILDING TO BE STRUCTURAL PLANS —— Revised per Owner 04-1 1-2022 COMPLETELY DEMOLISHED it LAWFULLY DISPOSED OF �� Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 Updated wl5eating Layout 07-20-2022 171 \ Revised Seating Layout 05-1 1-2022 Revised per 5CDH5 Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 r Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-2 I-2022 J I Construction Documents 1 1-02-2022 Revised and Resubmitted to Town 2-15-2023 L❑l L� I I Issued to Owner for Review 3-15-2023 :LJ �1 Revised and Resubmitted to Town 5-17-2023 / n I IIII Revised and Reissued 6-26-2023 / I EXISTING FOYER EXISTING FIREPLACE+L CHIMNEY I III Rewsed and Reissued to Food Control 9 15 2023 II TO BE REMOVED TO BE REMOVED Revised and Reissued 9-26-2023 (I Resubmitted to Town 10-26-2023 — Food Control Approved 1 1-20-2023 (� C————— r Revised and Reissued 1 1-21-2023 I� I I I I I \ I L— —___ J I \ � � Revised and Reissued 12-6-2023 2 I I I I �` I r————————-J \ 1 Revised and Reissued 1-29-2024 — — — —_A-2.0 J J L—�— — J THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS L_ L-7 = = _ _ _ _ ---- - - — _== = ------ - - ---� .C.ANY SUCH ARE THE PROPERTY OF JM2.ARCHITECTURE,P II II UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 5U15-DIVI510N 2 OF THE N.Y. II II STATE EDUCATION LAW. Drawing Title Demolition- f ir5t F loor First Floor - Demo SCTM# 1000-106.00-06.00-003.000 BUILDING No: 11411 = 1 i—oii D- 1 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 ZBA No: 7573 DATE: 31612024 DEMOLITION NOTES SEAL#51GNATURE: DESIGNED BY: TF I. CONTACTOR SHALL RECEIVE ALL APPLICABLE DISCONNECT LETTERS BEFO�E REMOVAL ANY UTILITIES. CHECKED BY: JM 2. CONTRACTOR 15 RE5PON51BLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. 3. CONTRACTOR SHALL COORDINATE TO HAVE ALL BELOW GRADE UTILITIES ARKED OUT BEFORE EXCAVATION. CONTRACTOR 15 RE5PON51BLE FOR MARK-OUTS AND ,��FtED L, NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. �g L� q tires SCALE: 114"= I'0" 4. CONTRACTOR SHALL REMOVE ALL EX15TNG CONCRETE CURB AND ASPHALT IN ACCORDANCE WITH LOCAL LAWS. �� l 5. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL AND DEBRIS FROM PREMI5E5 IN ACCORDANCE WITH THE RULES AND REGULATION5 OF THE STATE OF 9 DWG No: NEW YORK AND THE TOWN OF SOUTHOLD. * 1 G. CONTRACTOR SHALL LOCATE,5ECURE,AND DISCONNECT AT SERVICE PANEL,ALL CIRCUITS AFFECTED BY DEMOLITION. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR,SUPPLIES,AND EQUIPMENT NECE55ARY TO COMPLETE DEMOLITION. 8. CONTRACTOR SHALL REMOVE ALL EXISTING FLOORING. ALL GLUE RE 3946 50Ut AND ADHESIVE FROM EXISTING FLOOR SHALL BE GROUND DOWN IN PREPARATION FOR �'�,9 NEW FLOOR FINISHES. 'l©Q 9. ANY EXISTING VINYL WALL COVERINGS SHALL BE REMOVED AND ADHESIVE SANDED SMOOTH. F NEB 10. ALL EXISTING DOOR KNOBS AND HARDWARE SHALL BE REMOVED AND DISCARDED IN PREPARATION FOR NEW. REFER TO DOOR NOTES FOR 5PECIFICATION5. Architect of Record: 4Jm' 2�� RCITE-CTUREpc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11735 T I G31.320.3305 FI G31.320.3307 Applicant: Anthony Martignetti 8 East 92nd St,Apt 3 ___________ _ _ ___ __ New York,NY10125 �r— ------1 r- --- _ _ �-- -, -- _ _ —-- (917)535 3777 —, I I I l i Architect of Record: 1 1 I I I I JM2 Architecture,PC I I I I 1 1 ( 1 2410 North Ocean Ave.Suite 300 Farmingville,NY 11738 DEMOLISH ENTIRE EAST I I I I (G31)320-3305 4 1 1 WING OF BUILDING 1 1 I II II Structural Engineer: I 1 1 I I E2 Engineers A-8 1 i I 458 Montauk Ave 111 IR I I I I I II1 New London,CT OG320 III III -� I ( I II1 (860)437-3259 II \\ -nI Irr / II MEP Engineer: —� I71 i I Emtec Consulting Engineers DPC r I III 111 I I 7 — \ I 3555 Veterans Memorial Hwy,Suite M \ 11 \ I I Ronkonkoma,NY 11779 4/9 --J I (G3 1 3G 21) 5 - 7G _ , Surveyor: I II 11 � I � T I I 1 1 I I I L — ( i m Nathan 58G Main Corwin III Road, F—— ( Jamesport,NY 11947 (G31)727-2090 ---- r �� — - - - - - - - - _1 F— I I 1 Protect Name F r r r r 'I REMOVE II I I I� I) bFTI I \ t► 1 11 I I I REMOVE EXISTING CASEWORK t LLLLLZ KITCHENETTE I I I I I I I BATHROOM FIXTURES 5775 W Mill Rd EXISTING STAIRCASE 1 1 TO BE REMOVED i J Pr A r I) -----�_ \ Project ddess ' 11 5775 W Mill Rd, 1 11 FrI -__--_ ' Mattituck, NY 11952 ------ ---------� 1111 Protect Type III n III , I 1 1 Lift Renovation --J I Rev151on5 Design Development 03-14-2022 / I Revised per Owner 04-1 1-2022 111 Revised per Owner 04-21-2022 111 / Kitchen revised per Owner OG-I G-2022 L_Jai Updated wl5eating Layout 07-20-2022 Revised 5eatmg Layout 08-1 1-2022 I I( 1 1 Rewsed per 5CDH5 Food Control 09-12-2022 111 ALL EXISTING WINDOWS TO I I Plans Rewsed per Owner 09-28-2022 BE REMOVED FOR Lighting Plans Revised per Owner 10-14-2022 REPLACEMENT EJ Lighting Plans Rewsed per Owner 10-21-2022 Construction Documents 1 1-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 II _ EXISTING FIREPLACE 4 III Revised and Re ssued 6 26 2023 11 CHIMNEY TO BE REMOVED Revised and Reissued to Food Control 9-15-2023 III Revised and RBI55Ued 9-2G-2023 Resubmitted to Town 10-2G-2023 = 1 L--R Food Control Approved 1 1-20-2023 IE — — j Rewsed and Reissued 1 1-21-2023 ® = Revised and R61551.)ed 12-G-2023 L_____-J� Revised and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND 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. i Drawing Title I Demolition- Second Floor Second Floor - Demo SCTM# 1000-106.00-06.00-003.000 BUILDING No: 114 5CDH5 No.: C-21-0373 JM2 No: 2022-OG42 DEMOLITION N OT E5 ZBA No: 7573 DATE: 31G/2024 I SEAL 4 SIGNATURE: DESIGNED BY: TF I. CONTACTOR SHALL RECEIVE ALL APPLICABLE DISCONNECT LETTERS BEFORi REMOVAL ANY UTILITIES. 2. CONTRACTOR IS RESPONSIBLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. CHECKED BY: JM 3. CONTRACTOR SHALL COORDINATE TO HAVE ALL BELOW GRADE UTULITIES MARKED OUT BEFORE EXCAVATION.CONTRACTOR 15 RESPONSIBLE FOR MARK-OUTS ��RED G, AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. �g L h'01 SCALE: 114"= P-0" 4. CONTRACTOR SHALL REMOVE ALL EXI5TNG CONCRETE CURB AND ASPHAL)IN ACCORDANCE WITH LOCAL LAWS. ��p1`� qy��0- 5. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL AND DEBRIS FROM PREMISES IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE STATE OF 9 -�'► DWG No: NEW YORK AND THE TOWN OF SOUTHOLD. G. CONTRACTOR SHALL LOCATE,SECURE,AND DISCONNECT AT SERVICE PANEL,ALL CIRCUITS AFFECTED BY DEMOLITION. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR,SUPPLIES,AND EQUIPMENT NECESSARY TO COMPLETE DEMOLITION. 8. CONTRACTOR SHALL REMOVE ALL EXISTING FLOORING. ALL GLUE RESIDUE AND ADHESIVE FROM EXISTING FLOOR SHALL BE GROUND DOWN IN PREPARATION FOR �.� 9415 D =2 NEW FLOOR FINISHES. �� F NE�y�� 9. ANY EXISTING VINYL WALL COVERINGS SHALL BE REMOVED AND ADHESIVE(SANDED SMOOTH. 10. ALL EXISTING DOOR KNO55 AND HARDWARE SMALL BE REMOVED AND DISCARDED IN PREPARATION FOR NEW. REFER TO DOOR NOTES FOR SPECIFICATIONS. I Architect of Record: J M2�� // 4RCI� ITECTUREpc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T I G31.320.3305 Pl G31.320.3307 Applicant: ---- Anthony Martignetti 8 East 92nd 5t,Apt 3 New York,NY 10128 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingv lle,NY 11738 (G31)320-3305 Structural Engineer: KITCHEN E2 Engineers 485 Montauk Ave New London,CT OG320 (SGO)437-3250 MEP Engineer: Emtec ConSultmg Egineer5 DPC 3555 Veterans Memorial Hwy,5uite M Ronkonkoma,NY 11779 (G31)35G-217G Surveyor: J Nathan Taft Corwin III —_ _ -- 158G Main Road, Jamesport,NY 11947 (G31)727-2050 0 0 UP Protect Name Li BATH BATH 5775 W Mill Rd MECH. Protect Address 101 5775 W Mill Rd, Mattituck, NY 11952 Protect Type MECH. Lift � Renovation Revisions Design Development 03-14-2022 DINING AREA BAR ❑ Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner OG-I G-2022 Updated w/Seating Layout 07-20-2022 Revised Seating Layout 08-1 1-2022 Revised per 5CDH5 Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 FFA Lighting Plans RewSed per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 F21 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Revloed and Resubmitted to Town 5-17-2023 Revised and Reissued G-2G-2023 Revised and Reissued to Food Control 9-15-2023 Revised and Re1551Jed 9-2G-2023 Resubmitted to Town 10-2G-2023 FL Food Control Approved 1 1-20-2023 CL. FOYER Revised and Reissued 1 1-21-2023 Revised and Reissued 12-G-2023 Revised and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 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 EX15tlng First Floor Plan SCTM# 1000-IOG.00-OG.00-003.000 BUILDING No: 5CDH5 No.: C-21-0373 JM2 No: 2022-OG42 flrst floor - Existing I l /�11 — l i-011 n— l ,O ZBA No: 7573 DATE: 31G/2024 /� SEAL#51GNATURf: DESIGNED BY: TF CHECKED BY: JM RED g'�� Ctij SCALE: 1/4-= 1'-O" DWG No: * 1 (P�'9�F A= 1 F NE`N ■ Architect of Record: 4RC Jm' 2ITECTU REPc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T I G31.320.3305 FI G31.320.3307 Applicant: Anthony Martignetti 8 East 92nd St,Apt 3 New York,NY 10125 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 BEDROOM BEDROOM BEDROOM Farmingville,NY 11738 (G31)320-3305 I Structural Engineer: E2 Engmeer5 455 Montauk Ave New London,CT OG320 (8GO)437-3259 MEP Engineer: Emtec Consulting Engineers DPC CL. 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (G31)35G-217G CL. CL. CL. Surveyor: Nathan Taft Corwin III 155G Main Road, Jamesport,NY 11947 (G31)727-2090 0 DN Project Name HALL BATH 5775 W Mill Rd Project Address UP 5775 W Mill Rd, Mattituck, NY 11952 Project Type Lift Renovation Revisions CL. Design Development 03-14-2022 Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner OG-I G-2022 Updated w/5eating Layout 07-20-2022 Il Revised Seating Layout 08-1 1-2022 BEDROOM BEDROOM Revised per SCDHS Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 Lighting Flans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 Revised and Re15%ed G-2G-2023 KCV15ed and RE155Ued to Food Control 9-15-2023 CL. Revised and RC155ued 9-2G-2023 Resubmitted to Town 10-2G-2023 Food Control Approved 1 1-20-2023 Revised and Reissued 1 1-21-2023 Revised and Reissued 12-G-2023 Revised and Reissued 1-29-2024 i THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title EXISitln Second F loor Second Floor - EX15tln Plan 114 = 1 1—oii A— 1 1 SCTM# 1000-IOG.00-OG.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-OG42 ZBA No: 7573 DATE: 3/G/2024 SEAL SIGNATURE: DESIGNED BY: TF CHECKED BY: JM © c . yj SCALE: 114"= 1'-0" DWG No: �'NEB ■ 26'-7 1/2" 12'-2 1/4" 3 P-10 1/2" Architect of Record: 6' 6" 9'-9" 9'-1 1/2" 6'-6" LED 5TRI P LIGHT Jm' 2 AAX4040-2 AAX4040-2 AAX4040-2 97"x48" 9 "x48" i 97"x48" 4 ITECTU R E Pc COUNTER, WALL MOUNTED SCONCE LIGHTING 42.75"HEIGHT i i ----- AS SELECTED BY OWNER,72"HEIG T i JM2 ARCHITECTURE,PC OW.ALL FIRST FLOOR) i OPEN 2410 NORTH OCEAN AVENUE KITCHEN I SUITE 300 (SEE A-6) 4 v- I I FARMINGVILLE, NY, 11738 b T 631.320.3305 F� 631.320.3307 a� �a I x I A-8 N , Applicant: Z m Anthony Martignetti PICTURE LIGHTS i 8 East 92nd St,Apt 3 New York,NY 10125 917)535 3777 � @ o KITCHEN x 103 Architect of Record: MASTER LIGHTING I `) w I MOP SINK MOP JM2 Architecture,PC CONTROLS "' BATH P-4 3/4" 10'-3 1/4" HOOK W/SIDE 2410 North Ocean Ave.Suite 300 _ SPLASH GUARD Farmingvdle,NY 11735 005 �o o (631)320-3305 INTEGRATED LIGHTING NEW CABLE RAILINGS W/WOOD TOP RAIL o I SERVICE STATION, AT RAILING CORNER INTEGRATED LIGHTING AS SELECTED BY OWNER �'0 PICTURE LIGHT 0 Structural Engineer: BOAT BOAT BOAT I o I STORAGE BELOW E2 Engineers CHARGER CHARGER CHARGER 488 Montauk Ave m o _ _ New London,CT 06320 3 = i WALL MOUNT BRACKETS (860)437-3259 A-7 o :0:1 FOR CONDENSER UNITS MEP Engineer: BATH 0 I Emtec Consulting Engineers DPC (2)2 GANG WEATHERPROOF 3555 Veterans Memorial Hwy,Suite M ELECTRICAL BOX o DINING I 106 I N Ronkonkoma,NY 11779 01 4 3/4" (631)356-2176 aj 7'-9 11211 9'-1 0" 4 3/4" 3-7' 6' (3)2 GANG WEATHERPROOF AFD050610 PICTURE LIGH I o`r' I SODA SYSTEM I Surveyor: ELECTRICAL BOX a? I o Nathan Taft Corwin III DOCK A 5 � �D `��, w 1586 Main Road, `n CO i v Jamesport,NY 11947 - — - — - — v — - — - — - MASTER LIGHTING i (63 I)727 2090 CONTROLS SERVERI 5T IR DPICTURE LIGHT ROPE —►I ST , LED STRJP i I 7 - Project Name x LIGHTING ROOFED OVER PATIO 5775 W Mill Rd WOOD DECK 30"x 50" TOP OF DECK AFD050G I 3'-0 II AFD026610 5/8"TYPE X ELEVATION +7.5' 1 A 8 3 g p g ROL 30 BOTH ( ) Project Address � 2 �, i LED STRIP LIGHTING o 5775 W Mill Rd, --BENEATH BAR o `xO M X b TABLE SEATING I �,x -I-- i- i m Q in Mattituck NY 11952 m °o (22 SEATS) I BAR(10 SEATS) = - o cv (SEEA-5),, i i a Project Type FIRST FLOOR N �•' i I AFD050G I O ELEVATION +10.0' � � I L--- L- J Lift Renovation O DN 191 0 N Revisions (2)2 GANG WEATHERPROOF m ELECTRICAL BOX Design Development 03-14-2022 LED STRIP LIGH ING A I Revised per Owner 04-1 1-2022 0 o BENEATH BAR DN ENTRY CO o (BOTH SIDES) Revised per Owner 04-21-2022 BAR Ln Kitchen revised per Owner 06-16-2022 111 02 o N Updated w/Seating Layout 07-20-2022 o in AFD050G I O HOST "' o v- WOOD BURNING Rewsed Seating Layout 08 112022 FIREPLACE 30"x 54" 30"x 54" "' Revised per 5CDH5 Food Control 09-12-2022 ' Plans Rewsed per Owner 09-28-2022 him 30"x 54" Lighting Plans Revised per Owner 10-14-2022 CLDH2646 CLDH2646 TCLDH2646 INTEGRATED LIGHTING G'-0 1/2" 8'-0 1/2" 8'-0 1/2" 6'4 1/211 NEW CABLE RAILINGS W/WOOD Lighting Plans Revised per Owner 10-21-2022 AT RAILING CORNER DN TOP RAIL*INTEGRATED LIGHTING Construction Documents 1 1-02-2022 2 AS SELECTED BY OWNER Rewsed and Resubmitted to Town 2-15-2023 A-2.0 RAMP SLOPE 1:12 UP ODN Issued to Owner for Review 3-15-2023 Rewsed and Resubmitted to Town 5-17-2023 NEW CABLE RAILINGS WI WOOD TOP RAIL t 55 1/4" 25'-0" i 6'-0" Revised and Reissued 6-26-2023 INTEGRATED LIGHTING AS SELECTED BY OWNER, RAMP CONCRETE PAD Revised and Reissued to Food Control 9-15-2023 PROVIDE LIGHTING BENEATH STAIR NOSING Revised and Reissued 9-26-2023 First Floor I Resubmitted to Town 10-26-2023 il 1—OII Food Control Approved 1120 2023I /� I 38-9 3/4 281_6 Revised and Reissued 1 1-21-2023 Revised and Reissued 12-6-2023 Revised and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND 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. NEW CABLE RAILINGS W/WOOD TOP RAIL d STATE EDUCATION LAW. INTEGRATED LIGHTING AS SELECTED BY OWNER —� — �' — Drawing Title Pro o5ed- FIr5t Floor CFIrstOFloor PARTITION 5CHEDULE Plan '""""'�'---•�I..r.;,;;,,,�, . : SYMBOL MARK DESCRIPTION SCTM# 1000 106.00 06.00-003.000 BUILDING No: SEE STRUCTURAL PLANS FOR DECK ASSEMBLY PT 2x 10 BOARDS FASTENED TO 6"G PT WOOD POSTS - "- --- -- EXISTING TO BE REMOVED SCDH5 No.: C 2 10373 JM2 No: 2022-0642 T.O. Open Deck _ _ _ _ _ _ - — ^-^--^---^- ZBA No: 7573 DATE: 3I612024 2, - C" PT 2x 10 FRAMING W/DECKING BOARDS ON TOP— a a, ,4 tin APPROX'MATE GRAD" _, _ , Q -' ,; INTERIOR- EXISTING TO REMAIN 1 1 1 i 1 1 i 1 I I - I '.,_ ) •: -n= a <p ; - 'a EXTERIOR-EXISTING PARTITION, 2"x 4" @ SEAL SIGNATURE: III III III I I ICI I ICI I I III III , ,III, , ,III, , ,III I I hI I I III III III I I DESIGNED BY: TF 16 O.C.,SISTER AS NECESSARY TO i l / t 1 1 i t 1� II I ( (6x6 PT WOOD POSTS ON 12"DIA.x 3'DEEP POURED CONCRETE— I I I I (_III I I I I ` f { ( � ( ( ( )N _ _ _ I III _I _ _ III III III III III III III III I I 12 DIA.x 36 DEEP POURED;I REPAIR ROTTED STUDS. NEW 3-1/2" RI 5 JM (—I I—BOARD SHALL BE BOLTED TO 12 THICK CONCRETE-) I I I (- CHECKED BY: SONOTUBE FOOTINGS,TYPICAL FOR ALL COLUMNS'—! 51MP50N COLUMN BASE MODEL#CB66 FOR' _CONCRETE 50NOTU13 FOOTING PAD WI I/2"THREADED ROD @ 12"O.0 FIBERGL INSUL(R-15)$ 1" EPS �p III III III II II —EVERY POST AND FOOTING{ { I { { III III III III III III III III III II III III III III III —III_II � � � � I III III III III III III III III I III III III III III III III III III III I e i III III III III III III III III I I I " ' 11: CONTINUOUS INSULATION(R-3.85) 5� � ti, SCALE: As indicated II III III III III III III III—III III III III III III III III III III III III III III I - �� , III III III I 1511 I I I I I I I I I I I I I I I I I I I 1=1 I I I I I I I 1=1 I 1=1 I I l I 1=1 I 1=1 I l I I 1=1 11-111-111-11 1=1PROPOSED PARTITION, 2"x 4"@ 16" DWG No: I III III I I i III I I_I I I I i IIIII III III III III III III III III I O.C., 515TER AS NECESSARY TO REPAIR I III III III III III III III III III III III III III III III III III III 1 I M I I I I I 1 I — — ROTTED STUDS.III III III III III III III III III III III III_ EXTERIOR-3-1/2" R 15 FIBERGL INSUL RAMP SECTION 2 (R-15)* I"EPS CONTINUOUS P,�. 39 INSULATION (R-3.85) qrF �F NE�� I /2ii = 1 i-oii A-2,o GYPSUOM BOARD SOUNDPROOF W/SAFB • CON 5T RU CT I O N N OT E5 5 E CT I O N R5 01 EX 15T I N G BUILDING 5 Architect of Record: A. GENERAL SECTION R501 EXISTING BUILDINGS I. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS,METHODS,SEQUENCES,OR PROCEDURES,OR FOR R501.1 SCOPE SAFETY PRECAUTIONS OR PROGRAMS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL EXISTING ELEMENTS DURING CONSTRUCTION THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE ALTERATION, REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES. JM2 AGAINST DAMAGE,BREAKAGE, DISTORTION,COLLAPSE OR MISALIGNMENT. /f 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2020 NY5 BUILDING CODE AND ALL LOCAL AUTHORITIES HAVING JURISDICTION. R501.1.1 ADDITIONS,ALTERATIONS, OR REPAIRS:GENERAL C I T E T U REPc 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING ANY WORK,AND SHALL REPORT ANY DISCREPANCIES TO THE ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY WITH SECTION R502,R503 OR R504. UNALTERED ARCHITECT IMMEDIATELY. PORTIONS OF THE EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE REQUIRED TO COMPLY WITH TH15 CODE. 4. THE OWNER SHALL BE RESPONSIBLE FOR SUPERVISION DURING CONSTRJCTION. THE OWNER 5HALL BE RESPONSIBLE FOR FILING AND SECURING ALL REQUIRED BUILDING PERMITS PRIOR TO THE START OF ANY WORK. R501.2 EXISTING BUILDINGS JM2 ARCHITECTURE,PC 5. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE SITE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE TOWN OF BROOKHAVEN. EXCEPT AS SPECIFIED IN TH15 CHAPTER,TH15 CODE SHALL NOT BE USED TO REQUIRE TH REMOVAL,ALTERATION OR ABANDONMENT OF, NOR PREVENT THE CONTINUED USE 2410 NORTH OCEAN AVENUE G. THE ELECTRICAL CONTRACTOR SHALL LOCATE AND D15CONNECT AT THE SERVICE PANEL,ALL CIRCUITS AFFECTED BY CONSTRUCTION. AND MAINTENANCE OF,AN EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE TIME OF ADOPTION OF TH15 CODE. SUITE 300 7. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMEN51ON5 AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. FARMINGVILLE, NY, 11735 R501.3 MAINTENANCE T 1631.320.3305 FI 631.320.3307 B. STRUCTURAL BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE MAINTAINED IN A SAFE A D SANITARY CONDITION. DEVICES AND SYSTEMS THAT ARE REQUIRED BY THIS CODE I. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR#2(UNLESS OTHERWISE NOTED)875p51 Fb. SHALL BE MAINTAINED IN CONFORMANCE TO THE CODE EDITION UNDER WHICH INSTALLS .THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE 2. WOOD THAT COMES IN CONTACT WITH MA50NRYAND CONCRETE SHALL BE WOLMANIZED/PRESSURE TREATED. MAINTENANCE OF BUILDINGS AND STRUCTURES.THE REQUIREMENTS OF TH15 CHAPTER SHALL NOT PROVIDE THE DA515 FOR REMOVAL OR ABROGATION OF ENERGY Applicant: 3. JOISTS,RAFTERS AND BEAMS SHALL HAVE A MINIMUM OF 3"BEARING AT ENDS. CONSERVATION,FIRE PROTECTION AND SAFETY 5Y5TEM5 AND DEVICES IN EXISTING STRUCTURES. Anthony Martignetti 4. EXTERIOR WALLS SHALL BE 2"x G"WOOD STUDS @ 16"o.c. UNLESS NOTED OTHERWISE ON PLANS EXTERIOR SHEATHING SHALL BE 1/2" CDX PLYWOOD. 8 East 92nd St,Apt 3 [NY1 R501.4 COMPLIANCE New York,NY 10125 BUILDING COMPONENT SPECIFICATION L15T ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF,EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS FOR (917)535-3777 ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOCATION, REaPECTIVELY,IN THIS CODE AND THE RESIDENTIAL CODE OF NEW YORK STATE,BUILDING ROOF ASSEMBLY CODE OF NEW YORK STATE,EXISTING BUILDING CODE OF NEW YORK STATE, FIRE CODE dF NEW YORK STATE,FUEL GAS CODE OF NEW YORK STATE, MECHANICAL CODE OF NEW Architect of Record: ROOF FLASHING: AS PER SECTION R905.2.8 OF THE 2015 INTERNATIONAL RESDENTIAL CODE,BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE YORK STATE,PLUMBING CODE OF NEW YORK STATE,PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NFPA 70. JM2 Architecture,PC MANUFACTURER'S INSTRUCTIONS,AND SHALL BE CORR0510N RESISTANT SHEET METAL OF MINIMUM NOMINAL 0.019 INCH 2410 North Ocean Ave.Suite 300 R501.5 NEW AND REPLACEMENT MATERIALS Farmmgvdle,NY 11738 ASPHALT ROOF SHINGLE: AS PER THE 2020 NY5 BUILDING CODE,ASPHALT SHINGLES SHALL HAVE SELF-SEAL STRIPS OR BE INTERLOCKING. FASTENERS FOR ASPHALT SHINGLES EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BYTH15 CODE,MATERIALS PERMITTED Y THE APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED. LIKE MATERIALS (631)320-3305 SHALL BE GALVANIZED STEEL,5TAINLE55 STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 12 GA.SHANK WITH A MIN.3/8"DIA. HEAD. ASPHALT SHINGLES SHALL HAVE A SHALL BE PERMITTED FOR REPAIRS, PROVIDED THAT HAZARDS TO LIFE,HEALTH OR PROP RTY ARE NOT CREATED. HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE MINIMUM OF 51X FASTENERS PER SHINGLE. CODE FOR NEW CONSTRUCTION WOULD NOT ALLOW THEIR USE IN BUILDINGS OF SIMILAi OCCUPANCY, PURPOSE AND LOCATION. Structural Encgi neer: E2 Engineers UNDERLAYMENT:AS PER THE 2020 NY5 BUILDNIG CODE, UNDERLAYMENT ON RODE SLOPES 4:12 OR GREATER SHALL BE ONE LAYER AND APPLIED SHINGLE FASHION,PARALLEL TO SECTION R503 ALTERATIONS 488 Montauk Ave AND STARTING FROM THE SAVE AND LAPPED 2", FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS SHALL BE OFFSET BY G'-0". ,PROVIDE A SELF-ADHERING POLYMER R503.1 GENERAL New London,CT 06320 MODIFIED BITUMEN SHEET IN LIEU OF 30#FELT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL LINE. ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION.ALTERATIONS SHALL BE SUCH THAT THE (860)437-3259 ICE BARRIERS SHALL BE 2 LAYERS APPLIED ALONG THE ROOF EDGES 24"INSIDETHE EXTERIOR WALL ON ROOF SLOPES UP TO 7:12,AND 36"ALONG THE ROOF SLOPE STARTING EXISTING BUILDING OR STRUCTURE IS NOT LESS CONFORMING TO THE PROVISIONS OF TH15 CODE THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE FROM THE SAVE ON ROOF SLOPES 5:12 AND GREATER. ALTERATION. MEP Engineer: Emtec Consulting Engmeers DPC VAPOR BARRIER:AS PER THE 2020 NEW YORK STATE BUILDING CODE, ROOF/CEI_INGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,A VAPOR RETARDER SHALL ALTERATIONS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW 3555 Veterans Memorial Hwy,Suite M BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION. CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH TH15 CODE. ALTERATIONS SHALL NOT Ronkonkoma,NY 11775 CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING 5Y5TEM5.ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE DOES (631)356-2176 NOTE: NOT USE MORE ENERGY THAN THE EXISTING BUILDING OR STRUCTURE PRIOR TO THE ALTERATION.ALTERATIONS TO EXISTING BUILDINGS SHALL COMPLY WITH SECTIONS CONTRACTOR SHALL REFER TO THE NAILING SCHEDULE AND DETAIL SHEET FOR ALL CONNECTION SPECIFICATIONS PERTAINING TO EXTERIOR WALL STUDS,RIM JOIST,FLOOR R503.1.1 THROUGH R503.2. i Surveyor: JOISTS,BRACING AND PLYWOOD SUB-FLOORING. Nathan Taft Corwin III I 3 P-10 1/2" [NY1 R503.1.1 BUILDING ENVELOPE 1586 Main Road, BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION R402.1.2 OR R402.1.4,SECTIONS R402.2.1 THROUGH R402.2.13, Jamesport,NY 11047 6'-G" 9'-9" 9'-I 1/2" 6'-6" R402.3.1, R402.3.2, R402.4.3 AND R402.4.5. (631)727-2090 70, 30' 11 EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING 15 NOT INCREASED: Project Name 30"x 54" 30"x 54" 30"x 54" • EXISTING CEILING,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION P OVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION. 5775 W Mill Rd TCLDH2646 TCLDH2646 TCLDH2646 SECTION R504 REPAIRS R504.1 GENERAL BUILDINGS,STRUCTURES AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION R501.3 AND THIS SECTION.WORK ON NONDAMAGED COMPONENTS Project Address NECESSARY FOR THE REQUIRED REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL NOT BE SUBJECT TO THE REQUIREMENTS 5775 W Mill Rd FOR ALTERATIONS IN THIS CHAPTER. ROUTINE MAINTENANCE REQUIRED BY SECTION R501.3,ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT OF WEAR DUE TO NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS IN THIS SECTION. RECREATION ROOM Mattltuck, NY 11952 �r m Project Type N LC1 N l() _ J Lift Renovation r KITCHENETTE 09 . Revisions B05CHE SHEM63W55N 24" a 30"ELECTRIC RANGE Design Development 03 14 2022 W DISHWASHER Revised per Owner 04-1 1-2022 i Revised per Owner 04-2 I-2022 WATERPROOF ENTIRE FLOOR I' REF DW ® _ J Kitchen revised per Owner 06-16-2022 UP WALLS W/BONDTAC 1500 PR03650G LDH2 4 � Updated w/ eating Layout 07 20-2022 MR15ER5 Revised SeatingWATERPROOF ENTIRE FLOOR 36"x 50" 30"x 54" Revised per SCDHS Food Control 09-12-2022 SHOWER FULL HEIGHT WiBONDTAC 1500 '` 'J5 DN Plans Revised per Owner 09-28-2022 4'0" 3'-0' 5/8"TYPE X SHEETROCKSTAIR � PROPOSED BTH-300 CYCLONE LIQUID Lighting Plans Rewsed per Owner I 0-14-2022 FIXTURES t FINISHES A5 BOTH SIDES(UL 305) PROPANE HOT WATER HEATER BY AO Lighting Plans Revised per Owner I 0-2 I-2022 SELECTED BY OWNER BATHROOM o HALL SMITH,FOR RESTAURANT,SECOND FLOOR Construction Documents 1 1-02-2022 HALF BATH o OFFICES,AND EMPLOYEE KITCHENETTE � _ 36"x 80" (2)STACKED WASHER I Revised and Resubmitted to Town 2-15-2023 Ct o v , � DRYER COMBO Issued to Owner for Review 3-15-2023 HWH Rewsed and Resubmitted to Town 5-17-2023 o LAUNDRY/STORAGE C\J_ = 6? 1 A-5 UP ❑ o A S Rewsed and RC155Ued 6-26-2023 r—� X Rewsed and Reissued to Food Control 9-15-2023 30"x 50" MOP SINK m WATERPROOF ENTIRE Rewsed and Reissued 9-26-2023 p FLOOR# PUP WALLS WI ATTIC Resubmitted to Town 10-26-2023 Q BONDTAC1500 U C i Food Control Approved 1 1-20-2023 Ln N ® W w Rewsed and Reissued 112 12023 ROOFED OVER o o BEDROOM O '� 5 Rewsed and Reissued 12-6-2023 PATIO BELOW WALL SCONCES FIXTURES FINISHES AS o 0 11" 5' 3'-0" SELECTED BY OWNER o Rewsed and Reissued 129 2024 L BATHROOM O THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS STORAGE AAX2426 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A d 28"x 30" VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. 24"x 80' SHELVES co WATERPROOF ENTIRE DN STATE EDUCATION LAW. FLOOR#SHOWER FULL HEIGHT W/BONDTAC 15 0 m 30"x 80" 30"x 80" OPEN ATTIC. REMOVE ALL Drawing Title v EXISTING NON-LOAD BEARING PrOF05CI51- Second floor O N "� o PARTITION WALLS BEDROOM BEDROOM = `- P(an = m o (\J SCTM# I000-106.00-06.00-003.000 BUILDING No: C9 `X CS BATHROO SCDHS No.: C 2I 0373 JM2 No: 2022-0642 O N x om ~ C., ZBA No: 7573 DATE: 3/G/2024 5-5" "' 11'-9" '— SEAL t SIGNATURE: DESIGNED BY: TF 30"x 80" TCLDH2646 TCLDH264 TCLDH2646 30"x54" CHECKED BY: JM 30"x 54" 30"x 54" 30"x 54" TCLDH2646 1.E �� SCALE: 114"= I'-0" 5'-I I" 8'-2 1/4" 8'-2" 6'-3" Q .� DWG No: i Second Floor I Attic 2 ��,. a 3945 = 201 11411 = 1 1-011 �A-2. 1) ii _ i ii A-2. I F NEB LEGEND CEILING NOTES ELECTRICAL NOTES Architect of Record: O PENDANT LIGHT AS SELECTED BY OWNER REFER TO MEP PLANS FOR EGRESS LIGHTING 1. ALL CEILING SYSTEM HEIGHTS NOTED ON PLAN. ELECTRICAL SPECIFICATIONS: M- 14 4.ALL LIGHT FIXTURES PROPOSED IN BATHROOM t FODD PREP AREAS TO BE WATERPROOF.GYPSUM BOARD CEILING PROPOSED 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE 2020 INTERNATIONAL BUILDING CODE,TIE 2020 INTERNATIONAL COMMERCIAL ENERGY CODE, NFPA ARTICLE 70, NATIONAL IN THESE AREA TO BE WATER AND MOISTURE RESISTANT. ELECTRIC CODE,AND ALL OTHER APPLICABLE CODES.WORK OF THIS SECTION SHALL CONFORM 0 THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. J 2 8" 15 WATT LED DIMMABLE ROUND 5. MEP CONTRACTOR TO COORDINATE SUPPLY AND RETURN DIFFUSER LOCATIONS WITH ENGINEERING DRAWINGS. PRIOR TO 2. ELECTRICAL WORK IS NOT CONFINED TO THE ELECTRICAL DRAWINGS. REFER TO MECHANICAL AND NRCHITECTURAL DRAWINGS FOR OTHER INFORMATION. ® RECESSED DOWNLIGHT EXTERIOR GRADE REFER TO MEP PLANS FOR EGRE55 LIGHTING INSTALLATION,CONTRACTOR SHALL PROVIDE COORDIPIATION DRAWING FOR ARCHITECTS REVIEW AND APPROVAL. 3.MANUFACTURER'S DIRECTION SHALL BE FOLLOWED IN INSTALLING,TESTING AND PLACING INTO OF RATION ALL EQUIPMENT AND SYSTEMS. PAY FOR ALL SUPERVISION,TESTING AND G. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO AIR LEAKAGE I CFM. APPROVAL OR MANUFACTURER FOR ALL EQUIPMENT. R C I I T E CT U REP c 8" 15 WATT LED DIMMABLE ROUND RECESSED DOWNLIGHT MODEL S-DLX-15L-40k FBIREFER TO MEP PLANS FOR EXHAUST FANS 7.CEILINGS TO BE HUNG WITH X-CX CEILING CLIPS AND HANGER ASSEMBLIES AS MANUFACTURED BY HILTI W/ 12 GAUGE CARBON 4.ALL RACEWAY AND WIRING SHALL BE CONCEALED IN FINISHED AREAS AS DETERMINED BY THE ARC ITECT. RACEWAY MECHANICAL ROOMS SHALL BE SURFACE MOUNTED. W/TRIM 5-DLXT-N-PC AS MANUF BY CREE ESSENTIA OR APPROVED EQUAL STEEL HANGER WIRE,OR APPROVED EQUAL. 5.ALL BRANCH CIRCUIT WIRING WITHIN THE BUILDING SHALL BE TYPE THHN IN RIGID GALVANIZED CO DUIT,EMT CONDUIT,OR MC CABLE. PROVIDE LIQUID TIGHT FLEXIBLE METAL CONDUIT IN JM2 ARCHITE CTURE,PC BE REMOVED AND DSCARDED, LIMITED LENGTHS FOR CONNECTION EXPOSED TO WEATHER,MOISTURE,OR VIBRATIONS,OR AS REQ IRED FOR EQUIPMENT INSTALLATION. 8. EXISTING CEILING SYSTEMS TO 2410 NORTH OCEAN AVENUE REFER TO MEP PLANS FOR SUPPLY DIFFUSERS 9. ALL LIGHTING SYSTEMS SHALL HAVE DIMMERS. G. RIGID CONDUIT SYSTEMS SHALL BE MADE UP WITH THREADED FITTINGS AND COUPLINGS. SUITE OCEAN O NEW ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR AS PER 7. BRANCH CIRCUIT WIRE AND CABLE SHALL BE TYPE THHN COPPER CONDUCTOR. ALL WIRE AND CAB #10 AND SMALLER SHALL BE SOLID COPPER.COLOR CODING SHALL BE USED FARMING SUITE E, 00 11738 5 NY5 2018 UNIFORM CODE SUPPLEMENT,SECTION 007.2.1.3 THROUGHOUT THE SYSTEM USING BLACK,RED,AND BLUE FOR PHASE WIRES,WHITE FOR GROUNDED NEUTRAL WIRES,AND GREEN FOR EQUIPMENT GROUNDING CONDUCTORS. T 631.320.3GVI N 1 1 320.3307 L—I REFER TO MEP PLANS FOR RETURN DIFFUSERS 8.ALL WIRE SPLICES SHALL BE MADE WITH PRESSURE TYPE CONNECTORS.SPLICES IN DAMP OR WET LOCATIONS SHALL BE MADE WATERTIGHT AND WATERPROOF. FOLLOW MANUFACTURERS DIRECTIONS FOR CONNECTIONS AND TERMINATIONS OF M.I.CABLE. S NEW CO DETECTOR BY MIRCOM, MODEL#CO 1224TR/M501 M. 9. PROVIDE OUTLET BOXES AT ALL FIXTURES,JUNCTION BOXES AND WIRING DEVICES. BOXES SHALL E PROPERLY SUPPORTED AND 51ZED FOR THE NUMBER OF CONDUCTORS IN Applicant: SEE ALARM DRAWINGS FOR EXACT LOCATION. ACCORDANCE WITH NEC. INTERIOR BOXES SHALL BE GALVANIZED STEEL,UNLESS NOTED OTHERWISE. 10. PROVIDE JUNCTION BOXES AND WIRING TROUGHS,51ZED AS PER NEC,WHERE SHOWN OR WHE NECESSARY TO FACILITATE PULLING OF CONDUCTORS. BOXES AND TROUGH SHALL BE Anthony Martignetti SHEET STEEL,EITHER GALVANIZED OR PAINTED FINISH.COVERS SHALL BE SCREW TYPE OR COMBINATION HINGED AND SCREWED. 8 East 92nd 5t,Apt 3 11. PROVIDE EXPANSION FITTINGS AT BUILDING EXPANSION JOINTS. EXPANSION FITTINGS SHALL BE dZ-GEDNEY TYPE AX OR EQUAL WITH APPROPRIATE BONDING JUMPER. New York,NY 10128 12. PROVIDE LIGHTING FIXTURES AS SHOWN ON THE SCHEDULE,COMPLETE WITH ALL STEMS, RODS, UPPORTS,PLASTER FRAMES,ETC., NECESSARY FOR AN INSTALLATION IN OR ON THE (917)535-3777 MATERIAL FIN15HE5 PROVIDED. PROVIDE ALL LAMPS FOR LIGHTING FIXTURES. FIXTURES SHALL HAVE NERGY SAVING LAMPS,AND ENERGY SAVING BALLASTS WITH HIGH POWER FACTOR. Architect Of ReCOrd 13. PROVIDE TEMPORARY LIGHTING AND POWER IN ACCORDANCE WITH ARTICLE 305 OF THE NEC. 14. PROVIDE ALL SAFETY SWITCHES AS SHOWN ONT HE DRAWINGS AND/OR REQUIRED BY NEC FOR III OTOR,APPLIANCE AND ELECTRIC HEAT EQUIPMENT DISCONNECTION.ALL DISCONNECT JM2 Architecture,PC SWITCHES SHALL BE LOCKABLE IN THE"ON"OR"OFF"POSITION. SEE MECHANICAL DRAWINGS FOR FA�TORY MOUNTED SWITCHES. 2410 North Ocean Ave.Suite 300 15. PROVIDE 120V DUCT TYPE SMOKE DETECTOR,TO BE INSTALLED BY MECHANICAL CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR. UNIT RT-I SHALL SHUT DOWN UPON Farmmgville,NY 11738 ACTIVATION OF DETECTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL WIRING, INTERFOSIN6 RELAY AND KEY OPERATED MANUAL RESET SWITCH LOCATED AT REAR DOOR. (G31)320-3305 Structural Engineer: E2 Engineers 455 Montauk Ave New London,CT OG320 (8GO)437-3259 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11773 (G31)35G-217G Surveyor: COUNTER BELOW Nathan Taft Corwin III 155G Main Road, JameSport,NY 11047 7 2090 77 oProject Name 5775 WMill Rd (2)LAYERS TYPE X SHEETROCK i O (UL RC-2G01) Project Address O 5775 W Mill Rd, Mattituck, NY 11952 Project Type ® 0 0 0 0 Lift Renovation 0 O O RCV151ons Design Development 03 I4 2022 Revised per Owner 04 1 1-2022 ❑ Revised per Owner 04-21-2022 EXTERIOR GRADE LIGHTING AT Kitchen revised per Owner OG-I G-2022 UNDERSIDE OF CANOPY(TYP.) WATER RESISTANT (s) 0 0 0 0 Updated w5eatinj Layout 07-20-2022 LIGHTING AT BATHROOMS O CO Revised Seating Layout OS 112022 0 Revised per SCDH5 Food Control 09-12-2022 RECESSED Plans Revised per Owner 09-28-2022 ---------------------- LIGHTING 00 Lighting Plans Revised per Owner 10-14-2022 LINE OF HEAVY TIMBER CONSTRUCTION Lighting Plans Revised per Owner 10-2 I-2022 Construction Documents 1 1-02-2022 ❑ Revised and Resubmitted to Town 2-15-2023 ❑ I Issued to Owner for Review 3-15-2023 48"INFRARED HEATERS 7-I I"CEILING HEIGHT Revised and Resubmitted to Town 5-17-2023 MOUNTED TO UNDERSIDE 7-3"CEILING HEIGHT AT EXISTING BEAMS O Revised and Reissued 6 26 2023 OF CANOPY(IYP,A ® ,,—————— — Revised and Reissued to Food Control 9-15-2023 Revised and Reissued 9-26-2023 m 0 Resubmitted to Town 10-2G-2023 —— i Food Control Approved 1 1-20-2023 ® 00 vv� Revised and Reissued 1 1-21-2023 (3)FANS W/LIGHTING AT / Revised and Reissued 12-6-2023 / Revised and Reissued 1-29-2024 UNDERSIDE OF CANOPY MT.) —� ! � � i NOTE: PRIOR TO INSTALLATION CONTRACTOR SHALL THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS ❑ i i FIELD VERIFY EXISTING BEAM LOCATIONS. LIGHTING SUCH ARE THE SHALL BE INSTALLED CENTERED ON EXISTING BEAMS IN PROPERTY OF JM2 ARCHITECTURE,P.C.ANY DRYWALL. UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. (2)LAYERS TYPE X SHEETKOCK EXISTING GRAFFITI AT BEAMS TO REMAIN O BETWEEN ALL HEAVY TIMBER BEAMS �� ® (UL RC-2G01) �� — _- Drawmg Title O EXISTING TIMBER BEAMS ARE m 0�.\ MINIMUM G"x I O"AND MAINTAIN BAR BELOW MINIMUM I HOUR FIRE RATING __---____—_ Reflected C6111n Plan5 0 SCTM# 1000-IOG.00-OG.00-003.000 BUILDING No: 5CDH5 No.: C-21-0373 JM2 No: 2022-OG42 ZBA No: 7573 DATE: 3/GI2024 SEAL SIGNATURE: DESIGNED BY: TF CHECKED BY: JM Floor- RCP I �� D qy � — Ch'/ SCALE: As indicated First 11 — 1 11 2 \ Second Floor RCP 2 DWG No: \ �, o �� 1 /LI. _ 1 _O A 3.O — \ Q "a � .�► 114 = 11.011 A 3.0 f 3sO Rnnf - 29' - 5° — — — — — — -- ----- -- — -- — — — — — — — — — — — — — — — — — — Architect of Record: Jm' 2 RAF IT E CT U R E ,c ROOF CONSTRUCTION: EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT 3/4"SHEATHING JM2 ARCHITECTURE,PC RR(SEE STRUCTURAL PLANS) 2410 NORTH OCEAN AVENUE HURRICANE CLIPS @ EA. RK SUITE 300 G"CLOSED CELL SPRAY FOAM INSULATION(R-42) FARMINGVILLE, NY, 11738 Attic _ I"XPS CONTINUOUS INSULATION(R-5) T I G31.320.3305 FI G31.320.3307 18' - 3" — — — — — — — — — — — — — — — — — — — — — 1/2"GYP. BD — — — Applicant: Anthony Martignetti EXTERIOR WALL CONSTRUCTION: 8 East 92nd St,Apt 3 V-RUSTIC SIDING BY TRUEXTERIOR New York,NY 10128 TYVEK (917)535-3777 PROPOSED CANOPY 15/32"CDX PLYWD OR 055RUM "-m Architect of Record: EPDM FINISH WALL STUDS(SEE STRUCTURAL PLANS) 15/32"CDX PLYWD OR 055 3-1/2"RI 5 FIBERGL INSUL(R-15) JM2 Architecture,PC RR(PER STRUCTURAL PLANS) 1"EPS CONTINUOUS INSULATION(R-3.85) 2410 North Ocean Ave.Suite 300 SeCOnd FIOOr — — — — — — STAINED BEADBOARD — — — — — — — — — — — — — — I/2"GYP BD(R.45)— — — 9 armin vilie,NY 11735 I)320-3305 Structural Engineer: E2 Engmeers 485 Montauk Ave New London,CT OG320 WOOD COLUMNS PER STRUCTURAL (8GO)437-3259 PLAN W/STAIN t MARINE VARNISH MEP Engineer: CONDENSER UNITS ON WALL MOUNT BRACKETS Emtec Consulting Engmeers DPC NEW CABLE RAILINGS W/WOOD o 3555 Veterans Memorial Hwy,Suite M TOP RAIL t INTEGRATED LIGHTING Ronkonkoma,NY 11779 FIr5t FOor AS SELECTED BY OWNER - - (G31)35G-217G All I 0' - 0" IV IN - -- —--- Surveyor: Nathan Taft Corwin III T.O. PIIC5 — — — — — — — — — _ _ _ _ _ 158G Main Road, -I - 0° Jamesport,NY 11947 (G31)727-2090 T.O. C en Deck _ _ 6 Protect Name NEW PILES PER STRUCTURAL PLANS 5775 W Mill Rd Protect Address 5775 W Mill Rd, Mattituck, NY 11952 West Elevation Protect Type 11411 _ I i_oii A-4.0 / Lift � Renovation A-5 Roof _ _ _ _ _ _ _ _ Revisions 29' - 5" Design Development 03-14-2022 Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner OG-I G-2022 Updated w/Seatmg Layout 07-20-2022 ROOF CONSTRUCTION: Revised Seating Layout 08-1 1-2022 EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT Revised per SCDHS Food Control 09-12-2022 3/4"SHEATHING Plans Revised per Owner 09-28-2022 RR(SEE STRUCTURAL PLANS) HURRICANE CLIPS @ EA. RR Lighting Plans Revised per Owner 10-14-2022 12 G"CLOSED CELL SPRAY FOAM INSULATION(R-42) Lighting Plans Revised per Owner 10-21-2022 2 I"XPS CONTINUOUS INSULATION(R-5) Construction Documents 1 1-02-2022 1/2"GYP.BD Revised and Resubmitted to Town 2-15-2023 ttic _ _ _ _ _ _ _ _ _ _ _ _ _ Issued to Owner for Review 3-15-2023 I fj' _ 311 Revised and Resubmitted to Town 5-17-2023 Revised and Reissued G-2G-2023 EXTERIOR WALL CONSTRUCTION: Revised and Reissued to Food Control 9-15-2023 V-RUSTIC SIDING BY TRUEXTERIOR Revised and RBISSued 9-2G-2023 FFF TYVEK 15/32"CDX PLYWD OR 053 Resubmitted to Town 10-2G-2023 WALL STUDS(SEE STRUCTURAL PLANS) Food Control Approved 1 1-20-2023 3-1/2"R 15 FIBERGL INSUL(R-15) - Revised and Reissued 1 1-21-2023 I"EPS CONTINUOUS INSULATION(R-3.85) Revised and REISSUed 12-G-2023 I/2"GYP BD(R-.45) Revised and Reissued 1-29-2024 Second Floor — _ _ THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS CONCEALED FLASHING — — — SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY PRO UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A POSED CANOPY EPDM FINISH VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. --- - - - - ---- 15/32"CDX PLYWD OR OSB STATE EDUCATION LAW. 12 RR(PER STRUCTURAL PLANS) a a a O STAINED BEADBOARD Drawmg Title 0 WOOD COLUMNS PER STRUCTURAL PLAN Wl STAIN$MARINE VARNISH 0 on I I NEW CABLE RAILINGS W/WOOD TOP RAIL E1(5Vat10n5 -- INTEGRATED LIGHTING AS SELECTED BY OWNER First FloorIKIlia - O' - O" FLOOR CONSTRUCTION: 3/4: PLYWD SUBFLOOR Is N T.O. PII65 _ _ _ _ _ .,, ,.. w FJ(SEE STRUCTURAL PLANS) 5CTM# 1000-IOG.00-OG.00-003.000 BUILDING No: 4.5"CL05ED CELL SPRAY FOAM INSULATION(R-31.5r— — — CONT.ASPHALT COATED COPPER TERMITE SHIELD 5CDH5 No.: C-21-0373 JM2 No: 2022-OG42 T.O. Open Dec ZBA No: 7573 DATE: 3/G/2024 -2' - 6" SEAL$SIGNATURE: DE51GNED BY: TF CHECKED BY: JM NEW PILES PER D STRUCTURAL PLANS C?�5�� Ay SCALE: 1/4" DWG No: * i � North Elevation � 3945 =4 F NEB , Architect of Record: f Roof 291 - 511 JM2�� TOJJER STRUCTURE BEYOND ZX4RC[H IT E C T U R E P c JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE EXISTING ROOF SIRUCTURE$PITCH TO REMAIN SUITE 300 FARMINGVILLE, NY, 11738 T I G31.320.3305 FI G31.320.3307 _ 30'x 4G"SKYLIGHT(VELUX-MOG) Applicant: Anthony Martignetti Attic _ ----- 8 East 92nd St,Apt 3 New York,NY 10125 CONCEALED FLASHING (917)535-3777 Architect of Record: EXTERIOR WALL CONSTRUCTION: ROOF CONSTRUCTION: JM2 V-RUSTIC SIDING BY TRILEXTERIOR — PROPOSED A5PHALT SHINGLE W/CONT. RIDGE VENT Architecture,PC 3/a"SHEATHING 24 10 North Ocean Ave.Suite 300 TYVEK Farmingville,NY 1 1738 15/32"CDX PLYWD OR 05B 1RR(5EE STRUCTURAL PLANS) (G31)320-3305 WALL STUDS(SEE STRUCTURAL PLANS) HUZRICANE CLIPS @ EA. RR 3 I/2"R15 FIBERGL INSUL(R 15) 6"CLOSED CELL SPRAY FOAM INSULATION(R-42) Structural Engineer: I"XPS CONTINUOUS IN5ULATION(R-5) E2 Engineers 1"EPS CONTINUOUS INSULATION(R-3.85) - 112,GYP. BD E2 E Montauk Ave 1/2"GYP BD(R-.45) PROPOSED CANOPY Second Floor EPDM FINISH— — — — — — — — _ — — — — — — New London,CT OG320 g" 15/32"CDX PLYWD OR O515 (8GO)437-3255 RR(PER STRUCTURAL PLANS) MEP En sneer: STAINED BEADBOARD 9 Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (G31)35G-217G WOOD COLUMNS PER STRUCTURAL PLAN W/STAIN$MARINE VARNISH Surveyor: Nathan Taft Corwin III 155G Main Road, — =---- —- ----- NEW CABLE RAILING5 W/WOOD Jamesport,NY 11947 I OP RAIL$INTEGRATED LIGHTING FIr5t Floor AS SELECTED BY OWNER (G31)727-2090 0' - 0" T.O. PIIeS — Project Name _- 011 5775 W Mill Rd T.O. Open Deck. -2' - 6" NEW PILES PER Project Address STRUCTURAL PLANS 5775 W Mill Rd, Mattituck, NY 11952 East Elevation I Project Type 1411 _ ► -o° A 1 1 A-5 Lift � Renovation RCVISIon5 Roof _ _ _ _ Design Development 03-14-2022 29' - 5" — Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 ROOF CONSTRUCTION: Kitchen revised per Owner OG-I G-2022 EXISTING A5PHALT SHINGLE W/CONT. RIDGE VENT Updated w5cating Layout 07-20-2022 314"SHEATHING Revised Seating Layout 08-1 1-2022 RR(SEE STRUCTURAL PLANS) Revised per SCDHS Food Control 09-12-2022 HURRICANE CLIPS @ EA. RR Plans Revised per Owner 09-28-2022 G"CL05ED CELL SPRAY FOAM INSULATION(R-42) Lighting Plans Revised per Owner 10-14-2022 I"XPS CONTINUOUS INSULATION(R-5)112"GYP.BD Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 i Attic — Revised and Resubmitted to Town 5 17 2023 8� _ 3 Revised and Reissued G-2G-2023 17'-0" Revised and Reissued to Food Control 9-15-2023 Revised and Reissued 9-2G-2023 FM EXTERIOR WALL CONSTRUCTION: Resubmitted to Town 10-2G-2023 V-RUSTIC SIDING BYTRUEXTERIOR Food Control Approved 1120 2023 TYVEK Revised and Reissued 1 1-21-2023 15/32"CDX PLYWD OR OSB Revised and Re155UCd 12-G-2023 WALL 5TUD5(SEE STRUCTURAL PLANS) Revised and Reissued 1-29-2024 3-1/2"R 15 FIBERGL IN5UL(R-15) - 1"EPS CONTINUOUS INSULATION(R 3.85) THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 Second Floor I/2"GYP BD(R-.45) SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY — — — — — — — — — v — — — — — g� _ 8 UNAUTHORIZED U5E OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. 2 ' A-2.0 Drawing Title CONDENSER UNIT5 ON PROPOSED ENTRY STAIR __Arm WALL MOUNT BRACKET EIPVatiOn5 F1r5t Floor - - - - 0- FLOOR CONSTRUCTION: SCTM# 1000-1 OG.00-OG.00-003.000 BUILDING No: T.O. PIIeS _ — --3/4:PLYWD SUBFLOOR— — -1' - 0" 4 5"CL05ED CELL @PRAY FOAM INSULATION(R-31.5) SCDHS No.: C 21 0373 JM2 No: 2022-OG42 _ CONT.ASPHALT COATED COPPER TERMITE SHIELD ZBA No: 7573 DATE: 31G12024 T.O. Open Deck -2' - Gil NEW PILES PER SEAL d SIGNATURE: DESIGNED BY: TF STRUCTURAL PLANS � CHECKED BY: JM Ep C SCALE: 114"= I'-0" rr�� .�► DWG No: South Elevation 2 (P'X9j� Q 3945 � ^ F NE`N � 11411 = 11-011 A-4. Architect of Record: JM2�� .44� RCUITECTUREPc JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11735 T I G31.320.3305 FI G31.320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t,Apt 3 New York,NY 10125 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingvdle,NY 11735 (G3 I)320-3305 Structural Engineer: E2 Engmeers 458 Montauk Ave New London,CT OG320 (8GO)437-3259 MEP Engineer: Roof Emtec Consultmg Engmeers DPC 29 - 5u 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (G31)35G-217G s ROOF CONSTRUCTION: EXISTING ASPHALT 5H1 GLE W/CONT. RIDGE VENT Surveyor: 3/4"SHEATHING Nathan Taft Corwin III 158G Main Road, RK(SEE STRUCTURAL LAN5) Jamesport,NY 11947 HURRICANE CLIPS @ EA. RR N (631)727 2090 EXISTING ROOF FRAMING, 6"CLOSED CELL 5PRA� FOAM INSULATION(R-42) �'` I"XPS CONTINUOUS INSULATION(R-5) DECKING AND ATTIC f FRAMING TO REMAIN 1/2"GYP. BD Project Name ATTIC CONTINUOUS LEDGER A5TENED TO STUD WALL PER 5TRUC TURAL PLAN 5775 W Mill Rd — Attic 18' - 3" Project Address NEW ROOF FRAMING P R 5 775 W Mill Rd, PROPOSED CANOPY STRUCTURAL PLAN EPDM FINISH (MATCH EXISTING PITC ) 15/32"CDXPLYWDOR053 Mattituck NY 11952 RR(PER STRUCTURAL PLANS) EXTERIOR WALL CONSUCTION:V-RUSTIC SIDING BY TF:UEXTERIOR STAINED BEADBOARD BATHROOM HALL LAUNDRY/STORAGE TYVEK Project Type STAIR 15/32"CDX PLYWD OR 055 NEW CANOPY FRAMING O O WALL STUDS(SEE STRUCTURAL PLANS) Lift � Renovation PER STRUCTURAL PLAN 3-1/2"RI 5 FIBERGL INjUL(R-15) I"EP5 CONTINUOUS INSULATION(R-3.85) Second Floor -I/2"GYP BD(R-.45 — — — 9' - 811 RCV151ons NEW CABLE RAILINGS W/WOOD NEW WOOD POSTS PER Design Development 03-14-2022 TOP RAIL*INTEGRATED LIGHTING STRUCTURAL PLAN Revised per Owner 04-1 1-2022 AS SELECTED BY OWNER BATH NEW WOOD FRAMED Revised per Owner 04-21-2022 WOOD COLUMNS PER STRUCTURAL f` INTERIOR STAIRCASE Kitchen revised per Owner 06 16 2022 PLAN WI STAIN MARINE VARNISH C\Jo N m NEW W o; Updated w/Seatg layout 07 20 2022 o W OOD FRAMED NEW PORCH DECKING t FRAMING NEW PORCH DECKING t FRAMING PER ~ o INTERJOR STAIRCASE Revised Seating Layout 08-1 1-2022 PER STRUCTURAL PLAN STRUCTUR:2� AL PLAN ~ Rewsed per SCDHS Food Control 09 12 2022 DINING KITCHEN NEW FLOOR FRAMING ER Plans Rewsed per Owner 09-28-2022 N tiSTRUCTURAL PLAN Lighting Plans Rewsed per Owner I 0 14 2022 —7 ITIr5t Floor Lighting Plans Revised per Owner 10 2 I-2022 £- 0" Construct on Documents I I-02-2022 Revised and Resubmitted to Town 2-15-2023 _ T.O. Plle5 — - O�� Issued to Owner for Rewew 3-15-2023 Rewsed and Resubmitted to Town 5-17-2023 FLOOR CONSTRUCTION: T.O. 0 en Deck Rewsed and Reissued 6 26 2023 3/4: PLYWD SUBFLOOR -2' - 6" Rewsed and Reissued to Food Control 9 15 2023 FJ(SEE STRUCTURAL PANS) Rewsed and Reissued 9-26-2023 4.5"CLOSED CELL 5PR�Y FOAM INSULATION (R-31.5) CONT.ASPHALT COATS COPPER TERMITE SHIELD Resubmitted to Town 10-2G-2023 Food Control Approved 1 1-20-2023 NEW PILES PER Rewsed and Reissued 1 1-21-2023 STRUCTURAL PLAN Rewsed and PC155ued 12-G-2023 Rewsed and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS Section SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A /^ = I —O�� A-5 VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. �t STATE EDUCATION LAW. Drawing Title Section 5CTM# 1000-IOG.00-OG.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-OG42 ZBA No: 7573 DATE: 3/G/2024 SEAL t SIGNATURE: DESIGNED BY: TF CHECKED BY: JM D G, SCALE: I/4"= I'-0" DWG No: 9� 3946 d� A=5 F F NEW Architect of Record: VARNISHED MAHOGANY BAR TOP SPILL GUARD BULL NOSE JM2 24 COUNTER AND RC ' 1TECTUREP� SHELVING,42.75"HEIGHT o 12)27"UNDERCOUNTER TOP OF GUARD ____ _ ___ ___ REFRIGERATOR +66.75"A.F.F JM2 ARCHITECTURE,PC SNEEZE GUARD . i i /I 6)RADIANCE 3G"W GAS RANGE MODEL TAR-G 2410 NORTH OCEAN AVENUE 13)45"COLD FOOD WELL UNIT o �� i WITH OVEN BELOW AND RADIANCE INFRA-RFD SUITE 300 `9 � SALAMANDER BROILER MODEL TA51v13G ABOVE GLASS SNEEZE GAARD FARMINGVILLE, NY, 11738 1 1)G7"SANDWICH/SALAD a� 1? q BAR TOP DETAIL 3 T G31.320.3305 F� G31.320.3307 PREPARATION REFRIGERATOR o 0 38 A- 14) 1 G"ICE CHEST i �� i 1 3)3G"W GAS FLAT TOP 21-10" Applicant: GRIDDLE, MODEL TATG-36 Anthony t ------J - -J CV N �o �o �— -------, 8la5t92nd5t Apt3 1) I G"GAS FLOOR COLD FOOD WELL NOTE: FOODS TRANSPORTED FROM ANY ACCESSORY STRUCTURE TO THE KITCHEN New York,NY 10128 UNIT 1 TOP OF PREP SURFACE Z„ °1� �, N i FRYER,MODEL 5G 14-R +42.75"A.F.F. MUST BE COVERED AND PROTECTED FROM CONTAMINATION DURING TRANSPORT. (917)535 3777 10) 14"HAND SIPIKW/ ° _--__ 51DE SPLASH GUARDS a' 2'9° Architect of Record: i VARNISHED MAHOGANY SANDWICH'SALAD PREPARATION ADA NOTE: JM2 Architecture,PC 9)24"CLEAN DISH TRAY i `O 2)44"UNDERCOUNTER COUNTER TOP REFRIGERATOR ASI PER 2010 ADA STANDARDS FOR ACCE5515LE DE51GN 20G.2.8(EMPLOYEE WORK 2410 North Ocean Ave.Suite 300 REFRIGERATOR UNDER OPEN AREAS): Farmingvdle,NY 11735 N _ ____ COUNTER WORKTOP 1. COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT (631)320-3305 �° ----- 8)30"DISHWASHER N ARE LE55 THAN 1000 SQUARE FEET AND DEFINED BY PERMANENTLY INSTALLED 2'7' 3'8" 4' I° "' 4B)30"PEARL ICE-O-MATIC ICE MACHINE PARTITIONS,COUNTERS,CASEWORK,OR FURNISHINGS SHALL NOT BE REQUIRED TO Structural Engineer: m GEMO-G50 WITH BIN NO9 COMPLY WITH ACCE551BILITY SECTION 402. E2 En racers 2. COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT 488 Montauk Ave OYSTER BAR COUNTER DETAIL A AN INTEGRAL COMPONENT OF WORK AREA EQUIPMENT SHALL NOT BE REQUIRED New London,CT 06320 7)72"THREE COMP SINK W/SIDELn TO COMPLY WITH ACCESSIBILITY SECTION 402. u� l — 1 —0 (860)437 3259 SPLASH GUARDS. � DIRTY DRAIN BOARD BELOW. d OVERHEAD DRYING RACK ABOVE o m MOP SINK t MOP HOOK _ Ll " W SIDE PLASH GUARDMEPoEuniglEng�ers DPC BRUSH SYSTEM FOR WASHING GLASSWARE I5 REQUIRED AT THE THREE N 1 COMPARTMENT SINK OR GLASSES MUST BE WASHED IN THE DISHWASHER 3555 Veterans Memorial Hwy,Suite M r` Ronkonkoma,NY 11779 SERVICE STATION, 4 (G31)35G-217G 4A)44"H05HIZAKI ICE MACHINE STORAGE BELOW A"G IM-5005AD WI INTEGRATED BIN ALL CABINET FACES TO BE FINISHED WITH LAMINATE MANUFACTURED BY TEKNION OR Surveyor: SAB APPROVED EQUAL. ALL COUNTER TOPS TO BE WIL5ONART 5OLID SURFACE OR Nathan Taft Corwin III m 15)COFFEE STATION APPROVED EQUAL. COLORS TO BE CHOSEN BY OWNER. �r 158G Main Road, '� - - — — - — - — - — - - - - - - ' Jame5port,NY11947 2'7" 4' 2" 2'-I" NO GAS FIRED APPLIANCES OR UNITS,THEREFORE NO HOOD REQUIRED (631)727 2090 I I , Project Name Of FOOD CONTROL PLUMBING NOTES 36"W GAS RANGE WITH OVEN I 1. FOOD ITEMS REQUIRING TEMPERATURE CONTROL, IF ANY,ARE STORE J IN REFRIGERATOR AND FREEZERS RUNNING 24 HOURS BY PROPANE. 5775 W Mill Rd GUARD i BELOW AND G SERIES INFRA RED 2.ADEQUATE BARRIER PROVIDED BETWEEN WASTE LINES AND FOOD OR WASHING RELATED EQUIPMENT. o SALAMANDER BROILER ABOVE i �0 3. 1"INSULATION SHALL BE USED ON ALL HOT WATER SERVICE PIPING. INSULATE ALL EXPOSED HORIZONTAL PIPING ABOVE CEILINGS, DRAINAGE$WATER Q o i I SUPPLY LINES IN ACCORDANCE WITH ANSI A 117.1 STANDARDS,SEE TABLE 403.2.10. Project Address DASHED LINE REPRESENTS 4. CONTROLS SHALL SHUT OF HEAT TRACE AND PUMPS WHEN HEATING SYSTEM 15 NOT IN OPERATION 5775 W Mill Rd, FI rst Floor - food Control - Ca I lout I 4 I i 8-0 WIDE TYPE I HOOD 1 5. ALL COPPER TUBING SHALL CONTAIN 20%MAX. LEAD CONTENT i G. PLASTIC MATERIALS ARE NOT TO BE USED FOR VENTS,ROOF DRAINS,HOT t COLD WATER LINES t SANITARY SYSTEMS. 1 /411 _ I 1-011 A 6 I I 7. HOT WATER HEATERS SHALL BE EQUIPPED WITH RELIEF VALVE*OUTL�T OR PIPE TO D15CHARGE SO AS NOT TO CREATE A HAZARD OK DAMAGE. M a ttI to Ck NY 11952 5. NO RELIEF OUTLETS OUTLETS OR PIPING SHALL BE CONNECTED TO ANY DRAINAGE OF VENT PIPING. z °.r ----- 1 9. ALL PLUMBING WORK SHALL COMPLY WITH NY5 ENERGY CONSERVATIbN CODE. NY5 BUILDING CODE AND FIRE CODES,S.C.D.H.S. ALL OTHER CODES OF o AUTHORITIES HAVING JURISDICTION. Project Type 1,00,17 ,LI 5'o° 10. DOMESTIC HOT WATER SHALL BE SUPPLIED BY ELECTRIC HOT WATER HEATERS AS SPECIFIED. w 11. ALL UNDER GROUND COPPER WATER LINES SHALL BE TYPE K COPPER,ALL WATER LINES IN BUILDING ABOVE GROUND SHALL BE TYPE L COPPER, ADA BATH I 8)DISHWASHER I 12. ALL WORK UNDER THIS APPLICATION SHALL CONSIST OF FURNISHING ALL LABOR,MATERIALS,EQUIPMENT*FIXTURES NECESSARY OR REQUIRED TO Lift Renovation PERFORM�COMPLETE ALL WORK. 1 7)THREE COMP SINK W/SIDE SPLASH GUARDS. I 13. WATER SIZES TO FIXTURES SHALL BE AS FOLLOWS 1/2"TO LAVORAT KIES, KITCHEN SINKS,AND 3/4"TO WATER CLOSETS. DIRTY DRAIN BOARDS BELOW. 14, CONTRACTOR SHALL COORDINATE PLUMBING DRAWINGS WITH ARCH TECTURAL,ELECTRICAL$MECHANICAL PLANS AS REQUIRED. Revisions OVERHEAD DRYING RACK ABOVE. I 15. PROPERLY PLUMBED AND AIR-GAPPED INDIRECT DRAINS TO BE PROV DED AS NECESSARY. e Design Development 03-14-2022 Q I EQUIPMENT 5 C H E D U L E Revised per Owner 04 I 12022 Revised per Owner 04-21-2022 q MOP SINK MOP HOOK ! NUMBER BAR EQUIPMENT TYPE MANUFACTURER/MODEL NUMBER Kitchen revised per Owner OG-I G-2022 0 W/SIDE SPLASH GUARD I Updated w/Seating Layout 07 20 2022 1 B I MODULAR BAR DIE SYSTEM KMB Rewsed Seating Layout 08-1 1-2022 — I B2 UNDERBAR GLASS ROCK KR24-G5B3-FE Revised per SCDHS Food Control 09 12-2022 ADA BATH SERVICE STATION, 1 v� Plans Rewsed per Owner 09-28-2022 STORAGE BELOW B3 UNDERBAR FILLERS t DRAINBOARDS ROYAL FILLER Lighting Plans Revised per Owner 10-14-2022 o I I 135 CRAFT COCKTAIL MULTI-STATION KR24-M538L-10 Lighting Plans Rewsed per Owner 10-21-2022 x " 15)COFFEE STATION Construction Documents 1 1-02-2022 Ly m w I BG UNDERBAR FILLERS DRAINBOARDS ROYAL FILLER Revised and Resubmitted to Town 2 I5 2023 57 BACK BAR COOLER DISPENSER, BEER B53GL Issued to Owner for Review 3-15-2023 B 1)MODULAR BAR DIE SYSTEM ROPE --►' Rewsed and Resubmitted to Town 5-17-2023 138 UNDERBAR FILLERS t DRAINBOAKDS ROYAL FILLER Rewsed and Reissued G-2G-2023 TABLE SEATING 152)UNDERBAR 139 UNDERBAR DRY STORAGE KR24-512-PE Revised and Reissued to Food Control 9-15-2023 (22 SEATS) GLA55 ROCK _ _ `\ B I O CRAFT COCKTAIL MULTI-STATION KR24-M52GL-7 Rewsed and Re slued 9 2G 2023 B3)UNDERBAR FILLERS DRAINBOARD Resubmitted to Town I 0 2G 2023 00,� BI I UNDERBAR FILLERS�DRAINBOARDS ROYAL FILLER Food Control Approved 1 1-20-2023 3'-0" SHELVES 55)CRAFT COCKTAIL Rewsed and Reissued I I-21-2023 _ --� LOCATION OF EXTERIOR B 12 UNDERBAR HAND51NK W!SOAP AND TOWEL KR24-12ST MULTI-STATION Rewsed and Reissued 12-G-2023 Irz PROPOSED 8'x I O'WALK-IN BG)UNDERBAR FILLERS ___ BAR FREEZER QS SERIES BY MASTER- 514 BACK BAR COOLER TRUE MANUFACTURING MODEL TWT-G7D-2-HC Revised and R 551.)Cd 1-29-2024 DRAINBOARDS (10 SEATS) _ BILT REFRIGERATION SOLUTIONS 1 i NUMBER KITCHEN EQUIPMENT TYPE MANUFACTURER/MODEL NUMBER THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS 37)DISPENSER, �� i SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY BEER PREP i I GAS FLOOR FRYER PITCO 16"GAS FLOOR FRYER, MODEL 5G 14-R UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A ' VIOLATION OF SECTION 7209 5UD-DIVISION 2 OF THE N.Y. B8)UNDERBAR FILLERS AREA � B 14)67"BACK BAR COOLER 2 44"UNDERCOUNTER REFRIGERATOR TRUE MANUFACTURING MODEL TWT-44-HC STATE EDUCATION LAW. t DRAINBOARDS 1 � 1111 B9)UNDERBAR DRY — 1 3 GRIDDLE,GAS RADIANCE 30 W GAS FLAT TOP GRIDDLE,MODEL TATG-36 STORAGE OPEN SPACE BELOW BAR COUNTER 4A ICE MACHINE H05HIZAKI 44"ICE MACHINE IM-5005AB W/INTEGRATED BIN Drawing Title 510)CRAFT COCKTAIL o MULTI-STATION B 12)UNDERBAR HAND51NK W/51DE SPLASH GUARDS 4B PEARL ICE MACHINE ICE-O-MATIC GEMOG50A WITH BIN KD5400 B 1 1)UNDERBAR 5 SANDWICH/PANINI GRILL VOLLRATH MODEL 40793 Food Control Flan FILLERS t 6 GAS RANGE W/OVEN RADIANCE 3G"W GAS RANGE MODEL TAR-G WITH OVEN BELOW DRAI NBOARDS 7 THREE(3)COMPARTMENT SINK SAPPHIRE-MODEL#5M514 I G-3. (14"x I G"COMPARTMENTS) SCTM# 1000-I OG.00-OG.00-003.000 BUILDING No: 7.1 PRE-RINSE FAUCET ASSEMBLY,WITH ADD ON FAUCET KROWNE MODEL 17-109WL SCDHS No.: C-21-0373 JM2 No: 2022-OG42 8 DISHWASHER,DOOR TYPE CMA DISHMACHINES MODEL I50-VL-FL 30"WIDE ;I 9 24"CLEAN D15H TABLE SAPPHIRE-MODEL 5MCDT-24R ZBA No: 7573 DATE: 3I612024 SEAL t SIGNATURE: DESIGNED BY. TF 10 HAND SINK SAPPHIRE SMHS-114" 2 CHECKED BY: JM 10.1 WALL/SPLASH MOUNT FAUCET KROWNE MODEL 14-808L A-2.0J11 ED C O )N 11 G7"SANDWICH/SALAD PREPARATION REFRIGERATOR TRUE MANUFACTURING MODELTWT-67D-2-HC �g LEF y�� SCALE: As indicated ; 12 27"UNDERCOUNTER REFRIGERATOR TRUE MANUFACTURING MODELTWT-27D-2-HC 2� �Q -�► DWG No: 13 COLD FOOD WELL UNIT, DROP-IN,ICE-COOLED ATLAS METAL MODEL WICDL-2 * I FI rst Floor - Food Control 1 14 ICE CHEST SAPPHIRE MODEL#SMIBS 18 12. (18"D x 2"N� S�q 39415 11411 _ 1 1_011 A_Fj 15 COFFEE STATION BUNN CWTF 15-AP5 W/FUNNEL,*GRINDER MODEL 20580.0001 F�E�I`1�© NOTE:WALK-IN REFRIGERATION TO BE LOCATED EXTERIOR LE55 THAN 50'wALK FROM KITCHEN IN MAIN STRUCTURE Architect of Record: CONTINUOUS BEAD OF SEALANT 4Rd',11",kl11TECTUREPc � JM' 2 CONTINUOUS BEAD OF SEALANT CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FAKMINGVILLE, NY, 11738 T 1631.320.3305 FI 631.320.3307 WINDOW UNIT AS AIR BARRIER Applicant: Anthony Martignetti CONTINUOUS MINIMAL EXPANDING FOAM AT 8 East 92nd 5t,Apt 3 WINDOW PERIMETER New York,NY 10128 (917)535-3777 WALL SCONCES Architect of Record:CONTINUOUS BEAD OF SEALANT JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 CONTINUOUS BEAD OF ADHESIVE 9 11 II Farmm wile,NY 11738 36 x 80 SC (63 I)320 3305 PROVIDE RIGID INSULATION Structural Encglneer: / BAFFLE AROUND VENTILATION E2 Engineers CHUTE-FOAM SEAL PERIMETER 488 Montauk Ave WINDOW UNIT AS AIR BARRIER CONTINUOUS BEAD OF SEALANT OF RIGID INSULATION CAVITY INSULATION New London,CT 06320 WIONDOWOUS PERIMET PERIMETER EXPANDING FOAM AT CONTINUOUS BEAD OF SEALANT (860)437-3259 MEP onEsuniglEng tiers DPC PROVIDE STUD CAVITY CLOSURE ON THE Emtec CONTINUOUS BEAD OF SEALANT BACK SIDE OF EACH STUD CAVITY 3555 Veterans Memorial Hwy,Suite M CONTINUOUS BEAD OF SEALANT Ronkonkoma,NY 11779 Tr .• CONTINUOUS SILL SEALER-FULL (631)356 2176 WIDTH OF MUD51LL CONTINUOUS BW OF ADHESIVE Q, Surveyor: CONTINUOUS BEPJ OF SEALANT RA FOUNDATION WALL AS AIR BARRIER Nathan Taft Corwin III I I I ( I ( I I (••. , 1586 Main Road, ® I III CONTINUOUS BEAD OF SEALANT Jamesport,NY 11947 B CONCRETE SLAB AS AIR BARRIER 000 F III III + + (63 I)727 2090 l I I e ° •• = = PROVIDE SOLID BLOCKING BENEATH KNEE WALL Project Name m a J m Ili • ' aba ; .. Ili III II 000 _ _ _ _ _ _ _ _ - ( I _a 04•= I I III III CAVITY INSULATION 5775 W Mill Rd CONTINUOUS BEA)OF SEALANT WALL I F II O SCONCES I I Inn Project Address CONCEPTUAL AIR SEALING STRATEGY//UPPER WALL SECTION CONCEPTUAL AIR SEALING STRATEGY//LOWER WALL SECTION CONCEPTUAL INSULATION AT CAPE-STYLE R00 //CEILING AND KNEE WALL CAVITY INSULATION 5775 75 W Mill Rd, I ,� II O II 0 o Air Seal Details 2 2 Mattituck NY 11952 1 A-7 3 4�I = �_oII I i I I i / Project Type MANUFACTURED RECESSED LIGHT ENCLOSURE Lift Renovation ` ATTIC INSULATION i \ � ; ATTIC TRUSS RCVISIOns Design Development 03-14-2022 EJ L Revised per Owner 04 I I-2022 FL00?.ASSEMBLY Rewsed per Owner 04-2 I-2022 Kitchen revised per Owner 06-16-2022 T-9 1/2" INSET BAND JOIST Updated 05eatmg Layout 07-20-2022 CAVITY INSULATION Revised Seating Layout 08-1 1-2022 Rewsed per 5CDH5 Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 MUD51LL = = Lightng Plans Rewsed per Owner 10-14-2022 2 51LL SEALER Lighting Plans Rewsed per Owner 10-21-2022 FI r5t Floor - Bath rooms 3 a . ° EXPANDING FOAM SEALANT AT PERIMETER Construction Documents 1 1-02-2022 ;• - _a-,,- �� CONTINUOUS BEAD OF SEALANT A—� CONTINUOUS BEAD OF SEALANT Rewsed and Resubmitted to Town 2-15-2023 11211 = I 1-01, FOUIJDATION WALL DRYWALL CEILING Issued to Owner for Review 3-15-2023 y RECESSED LIGHTING FIXTURE Revised and Resubmitted to Town 5-17-2023 Rewsed and Reissued 6-26-2023 Revised and Reissued to Food Control 9-15-2023 INSET BAND JOIST AT MUD51LL// 1 1/2"RIGID INSUL. AIR SEALING AT RECESSED LIGHTING IN ATTIC Revised and Reissued 9-26-2023 Resubmitted to Town 10-26-2023 Food Control Approved I I-20-2023 PLUMBING SCHEDULE F I XT U RE U N I T5 Rewsed and Reissued 1 1-21-2023 CITY Rewsed and Reissued 12-6-2023 Rewsed and Reissued 1-29-2024 OWATER CLOSET SHALL BE:AMERICAN STANDARD RAPIDWAY I/6 GPF/6.0 LPF TOP SPUD ELONGATED WALL HUNG WATER CLOSET,MODEL#3445J 101 ,WITH CHURCH#3155C OPEN FRONT, 2 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS ELONGATED SOLID PLASTIC SEAT AND SLOAN#G2 81 1 1 EXPOSED SENSOR TYPE,BATTERY POWERED FLUSH VALVE. FIXTURE COLOR SHALL BE WHITE.ADA RIM HEIGHT 17-1/8". INSTALL I"RIGID INSULATION CUT TO FIT BETWEEN SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY CONTINUOUS BEAD OF SEALANT THE RAFTERS. FOAM SEAL BOTH SIDES ALONG UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A CONTINUOUS BEAD OF ADHESIVE RAFTER WITH EXPANDING FOAM SEALANT. MAINTAIN VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. 2 LAVATORY SHALL BE: W5 BATH COLLECTIONS SIMPLE 60.50A ADA WALL MOUNTED/VE55EL BATHROOM SINK IN CERAMIC 23.6"X 19.7" 2 CONTINUOUS BEAD OF SEALANT EQUAL VENT SPACE FOR LENGTH OF RIGID STATE EDUCATION LAW. INSULATION VENTED AIRSPACE AC C ES 5 0 RY SCHEDULE ATTIC INSULATION Drawing Title �— FLOORASS`_MBLY � OGRAB BAR TO BE 42"GRAB BAR WITH PEENED GRIP AND POLISHED ENDS MODEL#85806.99 BY BOBRICK,OR APPROVED EQUAL Air 5eal Detalb INSTALL I"RIGID INSULATION VERTICALLY Bathroom Fian5 TO CONNECT INSULATING SHEATHING TO B GRAB BAR TO BE 36"GRAB BAR WITH PEENED GRIP AND POLISHED ENDS MODEL#85806.99 BY BOBRICK,OR APPROVED EQUAL RIGID INSULATION BAFFLE. FOAM SEAL CONTINUOUS BEAD OF SEALANT BOTH JOINTS C GRAB BAR TO BE 24"VERICAL GRAB BAR WITH PEENED GRIP AND POLISHED ENDS MODEL#85806.99 BY BOBRICK,OR APPROVED EQUAL SCTM# 1000-106.00-06.00-003,000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-0642 OSURFACE MOUNTED TOILET PAPER DISPENSER TO BE:BOBRICK 51NGLE ROLL MODEL#52730 BY BOBRICK,OR APPROVED EQUAL CONTINUOUS BEAD OF SEALANT ZBA No: 7573 DATE: 3/6/2024 CONTINUOUS BEAD OF SEALANT INTERIOR GYPSUM WALLBOARD AS AIR BARRIER O SEAL SIGNATURE: DESIGNED BY: TF ELECTRIC HAND DRYER TO BE EXCEL XLERATOR(XL-5BV)HAND DRYER,STAINLESS, 208-277V OQ FRAMED MIRROR TO BE VARIABLE 24"WIDTH x 36"HIGH 8-290 SERIES FRAMED MIRROR BY BOBRICK,OR APPROVED EQUAL EXTERJOR INSULATED WALL � ED CHECKED BY: JM � '� `r0 1.E q y�� SCALE: As Indicated O CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND JOIST I"EXT, INSUL.SHEATHING AS ATTIC EAVE BAFFLE AND VENT G (� 9 .� DWG No: SURFACE MOUNTED WASTE RECEPT'CAL TO BE 8-35639 TRIMLINE SERIES W/DISPOSAL DOOR AS MANUF. BY BOBRICK OR APPROVED EQUAL * 1 NOTES: Air Seal DetaIIS • ALL TOILET ACCESSORIES SHALL BE MANUFACTURED BY"BOBRICK'',OR APPROVED EQUAL I' — ' I' A—� q�F o 394'5 • COPPER AND CAST IRON PIPING SHALL BE SUPPORTED BY HANGERS ANCHORS AND SUPPORTS. HANGERS AND STRAPPING MATERIAL SHALL BE OF APPROVED MATERIAL THAT WILL NOT PROMOTE GALVANIC I I /2 — I -O F NEB = 7 ACTIONS AS PER TABLE B.0-308.5. MAXIMUM HORIZONTAL SPACING FOR SUPPORT OF C.I.SHALL BE 5'-0". MAXIMUM HORIZONTAL SPACING FOR SUPPORT OF COPPER PIPING SHALL BE 12'-0." Architect of Record: gRjJm' 2�� ITECTUREPc JM2 ARCHITECTURE,PC 1H 1 11 1 1 -ill ILL] j�F2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 First Floor T I G31.320.3305 1`1 G31.320.3307 0 - 011 Applicant: Anthony Martignetti 92nNorth Wall- Bar Room I East Wall- bar Room 4 8 East York, N St,Alt 3 New York,NY 10128 11411 _ 1 1—On �A-8 1 /4n = 1 1-01, A—StV (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingwlle,NY 11738 (G31)320-3305 Structural Engineer: E2 Engineers 485 Montauk Ave IE I New London,CT OG320 (8GO)437-3259 LIA MEP Engineer: Emtec Consulting Engmeers DPC 3555 Veterans Memorial Hwy,Suite M First Floor 7a Ronkonkoma,NY 11779 3 ) 56 217G Flr st Floor 613 0 0 — — — z. Surveyor: Nathan Taft Corwin III South Wall- Bar Room 3 West Wall- B aMC5p Bar Room 2 Mam Road, James ort,NY 11947 I /411 A-8 (G31)727-2090 114 _ 1 I-011 A_g Project Name 5775 W Mill Rd FI R5T FLOOR INTERIOR ELEVATI0N5 Project Address 5775 W Mill Rd, Mattituck, NY 11952 Project Type Lift � Renovation RCVISIon5 Design Development 03-14-2022 Reo5ed per Owner 04-1 1-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner OG-I G-2022 Updated w/Seating Layout 07-20-2022 Revised Seating Layout 08-1 1-2022 Revised per 5CDH5 Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 Lightng Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Rewew 3-15-2023 Revised and Resubmitted to Town 5-17-2023 Revised and Reissued G-2G-2023 Revised and Reissued to Food Control 9-15-2023 Revised and Reissued 9-2G-2023 Resubmitted to Town 10-2G-2023 Food Control Approved 1 1-20-2023 ReVISed and Reissued 1 1-21-2023 Revsed and Reissued 12-G-2023 ReVtsed and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND 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 Interior E16Vatl0n5 SCTM# 1000-IOG.00-OG.00-003.000 BUILDING No: 5CDH5 No.: C-21-0373 JM2 No: 2022-OG42 ZBA No: 7573 DATE: 31G12024 SEAL rE SIGNATURE: DESIGNED BY: TF CHECKED BY: JM 'CARED c SCALE: I/4"= I'-O" DWG No: * 1 tS� � 3945 bQ NE`N ADA ACCESSIBLE(USABLE)REQUIREMENTS:(ICC A 117.1 -2009/2020 IBC SHALL APPLY) z ADA MANEUVERING CLEARANCES+t PROTRUDING BJECTS Architect of Record: 36" 39"-41"00, � 36"MIN. 3611MIN. o 0 0 0 2 �� 12"MIN. �( c4 12"MAX. 42"MIN. PROTRUDING OBJECTS 18° 18" I8° �' Ilil IIII ull U IIII U NIN. JM2 RESTROOM MEN WOMEN 1 411 36„ ANY AMOUNT 12"MAX Lobby 7C ��' LAV. FINISH FLOOR m m m `r MAX. y 4"MAX. R C � ! T E CT U R E PC. CLEA �- CLEAR CLEAR CLEAR m m - T.P. m co _ z JM2 ARCHITECTURE,PC FLOOR � FLOOR ♦ � FLOOR "' NOTES: g6�� z 2410 NORTH OCEAN AVENUE SPACE SPACE �► SPACE 1. ADJ TO LATCH SIDE OF DOOR M� SUITE 300 2. G"PICTOGRAM WITH VERBAL DESCRIPTION - o FARMINGVILLE, NY 11735 3. CENTER GO"FROM FLOOR (A)BACK WALL (5)51DEWALL (C)ELONGATED WALL- I I T ( 631.320.3305 F1 631.320.3307 48"MIN. 48"MIN. GO"MIN. 4. LETTERS AND NUMERALS ARE RAISED 1/32"SANS-SERIF UPPERCASE CHARACTERS HUNG(URINAL) w N w r- oe BLACK COPY ON A BRUSHED ALUM. BACKGROUND �_ Q = Q _ ~ _ N Applicant: � CLEARANCES AT WATER CLOSETS 2 SIGNAGE IN PUBLIC AREAS CLEARANCES AT WATER CLOSETS+t URINALS (A)WALKING PARALLEL TO A WALL (5)WALKING PERPENDICULAR TO 8 East 92ndt5t,Apt 3 A WALL New York,NY 10125 (917)535-3777 STORAGE SHELVES AND CLOSETS Architect of Record: JM2 Architecture,PC •I 'I 3011 2411 2410 North Ocean Ave.Suite 300 17"- 1911 17"- 19" Farmmgvdle,NY 11735 17 MIN. 12"MIN. 12*MIN, 12"MAX.- 42"MIN. i ( (631)320-3305 EQUIPMENT /—�"�� Structural Engineer: Is K- z CLEAR PERMITTED IN CLEAR Z Z 1 I E2 Engmeers � FLOOR SHADED FLOOR 0 458 Montauk Ave N m • SPACE o AREA SPACE N T.P� iv m II ^ II d; / v New London,CT 06320 c\ M '� m M ` I "v 06"MAX. 48"MIN. 30 (860)437-3259 g z m 9 MAX. m N% 36"MAX. 5i — MEP Engineer: 8"MAX _a, (A)CLEAR FLOOR SPACE (B)HIGH AND LO SIDE (C)MAX.SIDE REACH OVER Emtec Consulting Engineers DPC Z (PARALLEL APPROACH) REACH LIMITS OBSTRUCTION 3555 Veterans Memorial Hwy,Suite M 017' 48"MIN. NOTE: DASHED AREAS ARE REINFORCED TO RECEIVE GRAB BARS Ronkonkoma,NY 11779 MIN, m 247 d LAVATORY CLEARANCES AND MOUNTING HEIGHTS �5 DRINKING FOUNTAIN CLEARANCES �G� REINFORCED AREAS GRAB BARS AT WC (631)35G-217G Surveyor: Nathan Taft Corwin III -221 158G Main Road, Jamesport,NY 11947 ,-, �-, (631)727-2090 NOTE: WATER CLOSETS: � � - PORTION OF COUNTERTOP TO BE DROPPED TO 2'-10"AND CLEAR FLOOR SPACE AT THE WATER CLOSET SHALL BE AS PETAL STUDS @ 12"O.C. �� o LU z 1j Protect Name CABINETS RE MOVED AS PER LL58/87 REQUIREMENTS. SHOWN. Q - ALL OVERHEAD KITCHEN CABINETS AND CABINETS TOPS(INCL. THE HEIGHT OF THE WATER CLOSET SHALL BE AT LEAST o 0 SINK,BUT EXCL,STOVES,COOKTOPN AND OVER PASSTHROUGH 15"$NO MORE THAN 19", MEASURED TO THE TOP OF THE 20 GA.STEEL "M I" OPENINGS)MU5-BE INSTALLED SO THAT THEY CAN BE LOWERED, TOILET SEAT. �21-,AX.,�- 21 -MAX.,., 5775 W Mill Rd SUCH THAT THE TOP OF THE LOWEST SHELF IS NO HIGHER THAT GRAB BARS SHALL BE INSTALED AS SHOWN, ANCHOR PLATE. PAN HEAD SCREW 45"ABOVE FIN. FL. FOR HANDICAP ADAPTABILITY. AND SHALL COMPLY WITH SECTION 4.24(ANSI),OR (A)SHELVES (B)C[05ET5 (C)FORWARD REACH LIMIT STRUCTURAL REINFORCEMENT OR OTHER PROVISIONS SHALL BE MADE THAT WILL ALLOW INSTALLATION OF GRAB Project Address BARS IN THE LOCATION SHOWN. • 5775 W Mill Rd THE TOILET PAPER DISPENSER SHALL BE INSTALLED WITHIN t 9 REACH AS SHOWN. GYPSUM WALLBOARD - Mattituck, NY 11952 m GRAB BAR TO BE INSTALLED WHERE 14DICATED ON PLANS. Project Type A: BEFORE REMOVAL OF CABINETS AND BASE 7-9"MIN. (SEE PLANS) � Lift � Renovation ��KITCHEN SINK COUNTER HANDICAP ADAPTABLE Revisions HANDICAPPED ACCE55 NOTES: Design Development 03-14-2022 1. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED 50 THAT CLEAR WIDTH OF DOORWAY 15 AT LEAST 32 INCHES. WINDOW NOTES:WINDOWS AND DOORS SHALL BE PURCHASED DIRECTLY FROM ANDERSEN BY OWNER Revised per Owner 04-I I-2022Ile Revised per Owner 04-21-2022 41""o 2. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PAT"CF TRAVEL 17— SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE. Kitchen revised per Owner 06-16-2022 25"SINK o 3. MAXIMUM EFFORT TO OPERATE FIRE DOORS SHALL BE 15 LBS.AT OTHER INTERIOR DOOPS 5 C H E D U LE 0 5 P EC I A L I N 5 P ECT I 0 N 5 Updated w/Seatm Layout 07-20-2022 -71 Window Schedule p g y MAXIMUM EFFORT TO OPERATE SHALL BE 5 LBS. 4. FLOOR,RAMP,AND TREAD SURFACES SHALL B Revised Seating Layout 08-I I-2022E SLIP RESISTANT. Width Type Sill Height Height Comments Keynote 5. EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING FOR THE HEARING IMPAIRED. YP 9 9 Y PURSUANT TO CHAPTER 17 OF THE 2020 NYS BUILDING CO�E,SPECIAL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED AND APPROVED Revised per SCDHS Food Control 09-12-2022 FLASHING VISUAL WARNING SHALL HAVE AFREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. SPECIAL INSPECTION AGENCY.THE FOLLOWING SPECIAL INSPECTIONS SHALL BE PERFORMED PER TABLE 1705.2.3, 1705.3, 1705.6,AND Plans Revised per Owner 09 28 2022 c 10'-8" 128"x 48" 1'-8" 4'-0" FIXED (3)CAUX 3' 1705.7. 49 ' 11 o v G. THRESHOLDS SHALL NOT BE MORE THAN I/2"HIGHER THAN ADJACENT FLOOR OR LANDING. LEVEL 6"X4" Lighting Plans Revised per Owner I 0-14-2022 �,� -2 / N CHANGE BETWEEN 114"AND 1/2"SHALL BE BEVELED WITH SLOPE NO GREATER THAN 1:2. Li htin Plans Revised per Owner 10 2 12022 `� 0 2'-4" 28"x 28" 4--4" 2'-6" VENT AAX2426 SPECIAL INSPECTIONS AND TESTS,STATEMENTS,AND SPCIA INSPECTIONS,RESPONSIBILITIES OF CONTRACTORS,SUBMITTALS TO THE 9 9 p 7. CENTER OF ALARM PULL BOXES SHALL BE 4'-0"A.F.F. 8'- 1" 97"x 48" 2'-7" 4'-0" AAX4040-2 BUILDING OFFICIAL AND STRUCTURAL OBSERVATIONS SHALLIMEET THE APPLICABLE REQUIREMENTS OF SECTION 1704 OF THE 2020 NYSBC. Construction Documents 1 1-02-2022 Z 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL EM LOY: Revised and Resubmitted to Town 2-15-2023 2' -6" 30"x 54" 2' -6" 4'-6" ACTIVE/ACTIVE TCLDH2646 27"D GO"DIAMETER 2 6" 30"x 54 2'-6 4 6 ACTIVE/ACTIVE TCLDH2646 501L MECHANICS DRILLING CORPORATION Issued to Owner for Review 3 I5 2023 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 3770 MERRICK ROAD,SEAFORD,NY 11753 Revised and Resubmitted to Town 5-17-2023 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 Revised and Reissued 6-26-2023 NOTE: 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 OR APPROVED AGENCY PROVIDE SPECIAL INSPECTIONS D TESTS DURING CONSTRUCTION. REFERENCE STANDARD AND NYSBC REFERENCE Revised and Reissued to Food Control 9-15-2023 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 FROM THE CORRESPONDING TABLES: ReVlsed and Reissued 9-26-2023 X=36"MINIMUM IF Y=60". 1704.5-REQUIRED CERTIFICATES OF COMPLIANCE 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 PULL SIDE X=42"MINIMUM IF Y=54". 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 1705.I-1705.I 0-REQUIRED SPECIAL INSPECTIONS AND T STS Resubmitted to Town I 0-26-2023 1705.11 SPECIAL INSPECTIONS FOR WIND RESISTANCE Food Control Approved 1 1-20-2023 2' -6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 1705.12-SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE Revised and Reissued I I-21-2023 NOTE: 2' -6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 1705.13-TESTING FOR SEISMIC RESISTANCE. z PULL SIDE Y=54"MINIMUM IF 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 ReVlsed and Reissued 12-6-2023 DOOR HAS A z 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 ALL INSPECTIONS,TEST AND VERIFICATION SHALL BE IN ACCORDANCE WITH THE FOLLOWING,WHERE APPLICABLE: Revised and Reissued 1-29-2024 CLOSER. 4m PULL SIDE 2' -6" 30"x 54" 2'-8" 4'-6" ACTIVE/ACTIVE TCLDH2646 18"MIN X 24"MIN. 2'-6" 30"x 54" 2'-8" 4'-6" ACTIVE/ACTIVE TCLDH2646 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS ( 4"PREFERRED) X 2'-8" 32"x 20" 5'- 1 3/4" 1'-8" FIXED CAUX SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY 8'-1" 97"x 48" 2'-7" 4'-0" IVENTNENT AAX4040-2 UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A X NOTE: NOTE: - 1 97 x 48' 2 -7 4 -0VENTNENT AAX4040-2 TYPE CONT. PERIODIC VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. 24"MIN. "" "" "" SOILS STATE EDUCATION LAW, z z Y=48 MINIMUM IF z X=48 MINIMUM IF DOOR 8'- 1" 97 x 48 2'-7 4 -0 VENTNENT AAX4040-2 PUSH 51DE > NOTE: DOOR HA5 A 1E > X PUSH SIDE HAS BOTH LATCH AND A 8'- 1" 97"x 48" 2'-7" 4'-0" VENTNENT AAX4040-2 VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO X NOTE: � Y=48"MINIMUM IF DOOR HAS A CLOSER. v CLOSER. 2'-6" 30"x 54" 1'-10" 4'-6" ACTIVE/ACTIVE TCLDH2646 X=12"IF DOOR ACHIEVE THE DESIGN BEARING CAPACITY LATCH 4 CLOSER 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 Drawing Title HAS BOTH CLOSER $LATCH 54"MIN. 2'-6" 30"x 54" 1' - 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND Ir AVE REACHED X ADA, InSirCCtiOnSI, 2'-6" 30"x 54" 1'-10" 4'-6" ACTIVE/ACTIVE TCLDH2646 PROPER MATERIALPUSH SIDE 2'-6" 30"x 54" 1'-10" 4'-6" ACTIVE/ACTIVE TCLDH2646 (A)FRONT APPROACHES-SWINGING DOORS (5)HINGE-SIDE APPROACHES-SWINGING DOORS (C)LATCH-SIDE APPROACHES-SWINGING DOORS 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 DRIVEN DEEP FOUNDATION ELEMENTS Window Slchedulp, 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 VERIFY ELEMENT MATERIALS,SIZES,AND LENGTHS COMPLY WIIfH THE X 3'-0" 36"x 48" 3'-0" 4'-0" REQUIREMENTS 48° 48" 3'-0" 36"x 48" 3'-0" 41-0" NCTM# 1000-106.00-06.00-003.000 BUILDING No: L 32"MIN. 3' -0" 136"x 18" 5'-6" 1'-6" 1 DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT ADIDITIONAL X 3' -0" 36"x 18" 5'-6" 1'-6" LOAD TESTS AS REQUIRED SCDHS No.: C 21 0373 JM2 No: 2022 0642 3' -0" 36"x 48" 3'-0 1/2" 4'-0" ALL SECTIONS 3'-0" 36"x 48" 3'-0 1/2" 4'-0" INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE AND X ZBA No: 7573 DATE: 3/G/2024 INTERNATIONAL CODE COUNCIL A-117.I- REFERENCED REFER TO C N 3'-0" 36"x 48" 2'-6" 4"-0" ACCURATE RECORDS FOR EACH ELEMENT 2009,AS REQUIRED PER THE 2020 IBC ' " " " ' -0 1/2 4 -0" ' " SEAL t SIGNATURE: DESIGNED BY: TF 7LZ = . 3 -0 36 x 48 3 I ( 3'-0" 36"x 48" 2'-6" 4'-0" VERIFY PLACEMENT LOCATIONS AND PLUMBNE55,CONFIRM TYPE AND 3'-0" 36"x 48" 2'-0" 4'-0" 51ZE OF HAMMER,RECORD NUMBER OF BLOWS PER FOOT OR!- _ CHECKED BY: JM 3'-0" 36"x 48" 2'-0" 4'-0" PENETRATION,DETERMINE REQUIRED PENETRATIONS TO ACH6E X ED 2'-4" 28"x 18" 4'-0" 1'-61' DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS AND DbCUMENT 5'C�� Ch/ SCALE: 114'= 1'-0" 3'-0" 36"x 36" 3"-3" 3'-0" ANY DAMAGE TO FOUNDATION ELEMENT. �� %X qy� +t, (D)TWO HINGED DOORS IN SERIES (E)HINGED DOOR 3' -0" 36"x 48" 2'-9" 4'-0" �iTRUCTURAL ELEMENTS �� '�Q �� a DWG No: 3'-0" 36"x36" 2'-6" 3'-0" 3'-0" 36"x 36" 2'-6" T-0" PILE FOUNDATIONS X ADA Details I k STRUCTURAL STABILITY ` X '�'9�. 9 A-✓ • FOR SPECIALTY ELEMENTS,PERFORM ADDITIONAL INSPECTIONS AS DETERMINED BY THE REGISTERED DE51GN PROFESSIONAL IN RESPONSIBLE F tvE�� CHARGE. 8'-7 3/4" MIN MO ELEVATIONS SHOWN FROM EXTERIOR Architect of Record: S-0 3/4" MIN MO e-7 Ile TRIM 3' 2 31e MIN MO GENERAL NOTES S-0 1/4' TRIM 8--1 1,/2" MIN RO 3'-2 1/4- TRIM USE OF DRAWINGS These drawings are provided ase service byAnderse Windows,Inc.for the benefit of its customers.Information in these drawings may I J M` 2 2'-6 1/2- MIN RO 8'-:1" OA UD 2"'-8 1/2' MIN RO only bei used in conjunction with the project identified the drawings and when made part of the dealer or distributor'submittal. 2-6" 'LID .......4!-0' UD Jr—O" UD 2'—'8* UD Anyone using this drawling acknowledges that Andersen has no obligation(a)to assure the Sufficiency or correctness of information provided to'Andersen in order to prepare the drgwing�l or(b)to perform Any On Site inspection,during orafter the construction.Anyone RdH ITECTU RE Pic A E using this drawing also agrees to defend,Indemnify an6 hold Andersen and its employees harmless from any claim for injury,,damage Or 2 J 2 00 jost(a)arisfn4 from anyactual OrAlleged Insufficiencyior incorrectness of information provided to Andersen regarding the construct or(b) I T_ alleged to have been caused or contributed to as a res6it of a failure to perform an on-site Inspection of the construction by Andersen.In M the event Anderson incurs expenses,including reasonable attorney's fees,to enforce this indemnity,such expenses shall be paid by JM2 ARCHITECTURE,PC anyone using this drawing. 2410 NORTH OCEAN AVENUE SUITE#.� ANDERSEN, DEALER OR DISTRIBUTOR SUBMITTIL \�2 5 FARMINGVILLE300,NY, 11735 rH"\ These drawings are a part of materials submitted by at 1 Andersen dealer or distributor.Carefully review those materials for additional information. T 631,320.3305 f 631.320.3307 notes,specifications and other important R,d MODIFICATIONS o Andersen is not responsible forsubsequent additions, md1ficarions or alterations made by others to the drawings or to the work L AUX described in the drawings. Applicant: CODE COMPLIANCE GB> Anthony Martignctti AS, Compliance with all applicable laws,ordinances,bulldi g codes and Safety requirements With regard to Andersen specifications or use of 5 East 92nd 5t,At 3 the units within the project is the responsibility of other. p PROTECTION OF UNITS New York,NY 10 128 Store units and accessories off ground,tlnder cove;pt tented from Weather and construction activities.Protect uncartbried,setup (917)535-3777 multiple units.Continue protection of units,from constiniction activities afferinstallation. AWN -AWN PRODUCT PERFORMANCE Architect of Record: Individual units and Unit combiri will perform to the Design Wind Load Pressure shown on these drawings when installed in JM2 Architecture,PC E-c"\ DHG accordance With recommended Instructions and these 6rawings, For additional performance data and other important general notes,el —ANDERSEN 1`X 3 Ilt Installation and safety information,review current publications of"Andersen®Product Guide for Professionals",.or online at 24 10 North Ocean Ave.Suite 300 LVL REINFORCED JOINING Andersenwindows.com farrnqville,NY 11735 FIELD TESTING (631)320-3305 Andersen recognizes field testing specifications as set 1h in AAMA 502"Voluntary Specifications for Field Testing of Newly'linstalled Fenestration Products*,The water penetration resistant shall be to ASTM E 1105"Standard Method for Field Determination of Water Structural Engineer: Penetration of Installed Windows,Skylights,Doors and Curtain Walls by Uniform or Cyclic Static Air Pressure"procedure B. For E2 Engineers additional clarification,review Andersen Field Test Polky provided as'part,df the submittal documents or online at Andersenwihdows.corn INSTALLATION AND FINISHING INSTRUCTIONS � 488 Montauk Ave Except as noted on these drawings,follow recommended installation instructions provided wb.the units whichare an integral part of New London,CT 06320 **ADDITIONAL INSTALLATION REQUIREMENTS" 'these drawings. (560)437-3259 SEE EXAMPLE ELEVATION ON PAGE 1 Windows installed on efioor system require oonsiderJon of impacts including but not limited to water management,type of glass, installation integration,anchoring methods and/or interference with other building components. ME' Ifncjineer: CONSTRUCTION BY OTHERS Andersen Is not responsible The conditions in or perfbrrt ante of building construction adjacent to and beyond the perimeter of the Emtec Consulting Enjmecr5 OPC MAHOGANY WITH CLEAR COAT INTERIOR MAHOGANY WITH CLEAR COAT INTERIOR MAHOGANY WITH CLEAR, COAT INTERIOR Andersen units.Selection of the method of attachmeri the Andersen units to the building structure and the types of fasteners to be 3555 Veterans Memorial Hwy,Suite M MAXIMUM DESIGN PRESSURE — 30 PSF MAXIMUM DESIGN PRESSURE = -30 PSF MAXIMUM DESIGN PRESSURE 30 PSF used beyond those identified sour current installation Guides 15the responsibility of others. Ronkonkoma,NY 11779 DIMENSIONS (631)356-2176 WINDOW TYPEUnit dimensions shown are tothe exterior face of the w1indoworcloorframe cladding material unless otherwise noted.Field verification of ' A)f It WINDOW TYPE D WINDOW TYPE E rough opening dimensions is the responsibility of otheri.Rough and masonry opening dimensions shown may need to'be increased to 5urveyor: allow for mulled unit tolerances, QUANTITY. 4 'SCALE: 1/2" V—O' QUANTITY: 5 SCALE'., 1/20 1'--on QUANTITY. 1 'ROUGH OPENING(R.O.) Nathan Taft Corwin III Rough opening dimensions shown are the minimum diLinsions recommended for proper installation.These dimensions may need to be 1586 Main Road, increased-to allow for use of building wraps,fleshings,till panning,brackets,fasteners or other items within the rough opening. JaMC5port,NY 11947 5 f_6 7/8" MIN MG 3-7 1/4"' MIN MO 100 Series Window combinations require 318*shim space each side for rough opening sizing.Larger rough openings need to be (631)727-2090 S—O 3/4* MIN UO coordinated With architect and/or general contractor to nake sure window combinations are positioned for proper installation. SPECIAL NOTES 5-15 5/16' TRIM 3'-6 3/4' 'TRIM 31-0 1/4' TRIM Notes on the drawings marked with the Andersen logo describe recommendations that may differ from the project construction Y—O 5/8" MIN RO Y-11" MIN RO 2'-6 1/2" MIN RO documents, Project Name 5'-0 1/16- UD 3,-0 1/2" UD '- UD GENERAL PRODUCT NOTES: 5775 W Mill Rd N A 1.. ALL UNITS TO HAVE 2604 COLONY WH COLOR EXTERIOR, INTERIOR AS NOTED ON ELEVATIONS U.N.O. 2 N,.2 J 2. ALL UNITS TO HAVE LOW—E4 GLAZING, U.N.O. ALL DOOR UNITS TEMPERED. -T- 3. SOME UNITS TO HAVE 5/8- DIVIDED LIGHT GRILLES WITH SPACER, PATTERN AND LOCATION PER q F 'ELEVATIONS, 2604 COLONY WHITE COLOR EXTERIOR, INTERIOR TO MATCH INTERIOR Or UNIT U.N.O. Project Address 4. ALL DOUBLE—HUNG UNITS TO HAVE 2604 COLONY WHITE COLOR, 'TRUSCENE INSECT SCREEN FRAMES 5775 W Mill Rd� U.N.o. 2I L S. ALL AWNING UNITS TO HAVE MAHOGANY WITH CLEAR COAT, TRUSCENE INSECT SCREEN FRAMES U.N.O. gg C�, 6. ALL VENTING ENDOW UNITS TO HAVE BLACK COLOR HARDWARE U.N.O. ': Of Mattituck, NY 11952 7, ALL DOOR UNITS TO, HAVE ALBANY STYLY, BLACK COLOR HARDWARE. 8. CONTINUOUS DRIP CAPS RECOMMENDED FOR ALL UNITS. 9. ALL E—SERIES UNITS AND 'COMBINATIONS OVER 30 SF OR REQUIRING DP50 OR GREATER, ARE Project Type RECOMMENDED TO INCLUDE A SECONDARY MEANS OF FASTENING IN ADDITION TO THE STANDARD /B INSTALLATION RAGE. Lift Renovation AN, co to 7'-3 1/2- OA MIN RO 15 SPECIAL NOTES.- —3" OA UD to TEMPERED GLASS Revisions 31-7- LID 3-7" LID ^c DHG LPT LOW PROFILE THRESHOLD IL Design Development 03-14-2022 Revised per Owner 04-11-2022 Z (D RCIAMJper Owner 04-21-2022 10 Kitchen reVlMdper Owner OG-16-2022 109 4 6 S Updated w5eatinj Layout 07-20-2022 0 HPOI HPO E—SERIES 'REINFORCED Revised Seating Layout 05-11-2022 2 LPT "D JOINING WHERE cr_ SPECIFIED LPT it M C) Revised per 5CDH5 food Control 09-12-2022 &0 .I C*4 Plans RCIA5CCIper Owner 09-25-2022 Pon Lighting Plans Revised per Owner 10-14-2022 ME N C, M Lighting Plans Revised per Owner 10-21-2022 MAHOGANY WITH CLEAR COAT INTERIOR PINE WITH CLEAR. COAT INTERIOR PINE WITH CLEAR COAT INTERIOR t MAXIMUM DESIGN PRESSURE 40 PSF LIMITED WATER �0 Construction Documents 11-02-2022 'MAXIMUM DESIGN PRESSURE 40 PSF UMITED WATER WXWUIA DESIGN PRESSURE = 30 PSF 4 ...................... C,4 It Revised and Resubmitted to Town 2-15-2023 DOOR TYPE view 3-15-2023 H DOOR TYPE "J WINDOW TYPE it Issued for Re Revised and Resubmitted to Town 5-17-2023 SCALE' 1/2" = V—O" QUANTITY. 4 SCALE: 1/2" —ON 'QUANTITY. I SCALE: 1,12" = 1'-0 QUANTITY, 12' V) RCV15,0d and Reissued 6-26-2023 Revised and Reissued to food Control 9-15-2023 5'-7 3/4' MIN MO 11'-2 3/4" MIN MO aKCV15Cd and Reissued 9-26-2023 2-10 3/4" MIN MO 5'-7 1/4" TRIM" 11"2 1/4" TRIM 2'-1,0 1/4" TRIM moil i ONE RC5Ul?n11ttCdtoTown 10-26-2023 6-1 1,12" MIN RO 10'-8 1/2" MIN RO It food Control Approved 11-20-2023 2-4. 1/2" MIN RO '5'-1'4 OA UD 10*-8" OA UD Rv5ed and Reissued 11-21-2023 Revi5ed and Reissued I 2-G-2023 UD 20-15" LID C LID 31-6" LID V-15" LID if — — , 0 ..6"124" OR IFSS124 OR ESS124- OR LESS124" OR LESS 6- lot T T T T T T ReV15Cd and Reissued 1-29-2024 2 THESE DRAWINGS ARE AN INSTRUMENT Of SERVICE,AND AS 41, ANCHORAGE KEY- SUCH RE THE PROPERTY Of JM2 ARCHITECTURE,P.C.ANY "M UNAUTHORIZED USE Of THESE DOCUMENTS 15 IN A C> mum JAMB CLIP SCREW THROUGH JAMB FIELD APPLIED BY OTHERS &F _ LATE VIOLATION Of SECTION 7209 SUB-DIVISION 2 Of THE N.Y. 5i 2 JOINING ANCHOR P STATE EDUCATION LAW. 2 C14 0 0 in i 2 7 "EXAMPLE ELEVATION' ONLY" Drawing Title SCALE 1/2" = 1'-0" G AWN I t6 2 A& L 2 Window Door Details 1 11 if AUX AUX AUX C DHG DHG 25CTM# 1000-I06.00-06.00-003.000 BUILDING No: ANDERSEN I" X 3 1/2" A-NDtRSEN 1 Y 5 3111 6* LVL REINFORCED JOINING 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 LVL REINFORCED JOINING Z5A No: 7573 DATE: 3/6/2024 SEAL t SIGNATURE: DESIGNED BY: Tf CHECKED BY: Checker WHITE COLOR1RUSCENE. INSECT SCREEN FRAME **ADDITIONAL INSTALLATION REQUIREMENTS** - SCALE: 11211= 1 1-00 SEE EXAMPLE ELEVATION ON PAGE 1 PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR 00 A DING No: MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF WINDOW TYPE "B" WINDOW TYPE C WINDOW TYPE F 9415 CALE.- 1/27 = I'—D* QUANTITY. 1 SCALE: 1/2" = l'—O* QUANTITY; 1 SCALE- 1/2* = 1'-0* QUANTITY. 1 Architect of Record: JM2 1 1 1 5 5 5 3 ®RC IT E CT U R E Pc 3 3 3 7 7 7 19 7 ]9 6 TECTURE, PC 6 6 6 0 2410 NORTH IOCEAN AVENUE 0 0 0 SUITE 300 FARMINGVILLE, NY, 11738 4 ,j16" Epppp 2 7 j8" 2 71e ;� 4 9/16" 9 T 1631.320.3305 F� 631.320.3307 l DETAIL NOTES ,5 M M00 Applicant: Anthony Martignetti BUILDING WRAP BY OTHERS '� o p CD 8 East 92nd St,Apt 3 cis ,! ", z j New York,NY 10128 PAN FLASHING OR SILL PAN BY OTHERS z w �z z w (917)535-3777 3 "Or SET IN BED OF SEALANT BY OTHERS Architect of Record: NO SEALANT BEHIND SILL FLANGE �- , •- j 13 *� ~ _ a JM2 Architecture,PC FLASHING .BY OTHERS 2410 North Ocean Ave.5uite 300 Farmingville,NY 11738 DRIP CAP AS SPECIFIED, INSTALLED BY OTHERS SET IN 13 (631)320-3305 BED OF SEALANT, SEE 'GENERAL NOTES tructural nglneer: SEALANT BY OTHERS AT FLANGE/FRAME INTERFACE __ __ __ _ _ E2 Engineers BACK DAM BY OTHERS 455 Montauk Ave New London,CT 06320 INTERIOR AIR :SEAL BY OTHERS �AE—SERIES DOUBLE—HUNG HEAD E E=SERIES AWNING HEAD �! E�—SERIES AUXILIARY HEAD N E—SER1 S OUTSWING DOOR HEAD (860)437 3259 10 SEALANT WITH FOAM BACKER ROD BY OTHERS » » » � „ SCALE: 3 = 1 �-0 2 " SCALE; 3 1 -0 SCALE: 3 = 1 --0 2 SCALE: 3» = 1 -0 MEP E n g 1 n e e r: 11 ANDERSEN EXTENSION JAMB OR STOOL AS SPECIFIED Emtec Consulting Engmeers DPC 1.2 ANDERSEN DRYWALL RETURN BEAD AS .SPECIFIED 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 1 13 ANDERSEN INSECT SCREEN" AT OPERABLE UNIT, IF (631)35G-2176 779 SPECIFIED 9 ]4 ANDERSEN HARDWARE AT OPERABLE UNIT, 1F SPECIFIED g, ]3 9 9 Surveyor: 15 THRESHOLD SET IN BEAD OF SEALANT BY .OTHERS 1 g 1 g Nathan Taft Corwin III 16 1586 Main Road, ANDERSEN SILL SUPPORT,. IF SPECIFIED Jamesport,NY 11947 17 ANDERSEN S1LL, STEP IF _SPECIFIED `� » (63 I)727 2090 18 ANDERSEN WOOD THRESHOLD, (F SPECIFIED : °O '�' � Project Name 19 ANDERSEN JAMB INSTALLATION SCREW, IF SPECIFIED Z ANDERSEN EXTERIOR TRIM 'OR SILL NOSING; IF SPECIFIED 4 11%1s" 5775 W Mill Rd r 21 ANDERSEN STORMWATCH HARDWARE 1 1 1 1 3 3/8" UNIT DIMENSION» 5 3 31/8" UNIT :DIMENSION, 5 3 3/8» NIT DIMENSCO 5 3 3/8 NIT DIMENSION 5 U N� 3 7T TT TT 1 4" MIN. R.O, 3 1 4» 'MIN. R.O. 3 1 4" WIN. R.O. 3 1 4" MIN. RA. Project Address JOINING NOTES 7 7 0 5775 W Mill Rd, ANDERSEN VINYL TRIM STRIP 10 1 10 10 Mattitock NY 1195 2 ANDERSEN ALUMINUM 'TRIM STRIP 0 0 0 , ANDERSEN NON—REINFORCED JOINING Project Type ANDERSEN ALUMINUM REINFORCED JOINING rB E—SERIES DOUBLE--HUNG JAMB F E�—SERIES AWNING JAMB E—SERIES AUXILIARY JAMB P E�-5ER1 OUTSWING DOOR JAMB ANDERSEN STEEL REINFORCED JOINING 2 SCALE: 3" "0"» SCALE: 3 �-o 2 SCALE: 3 = 1» 0-0» SCALE: 3" � » Lift � Renovation ANDERSEN STEEL CLIP JOINING = 1 = 1-0 Q ANDERSEN LVL REINFORCED JOINING Revisions ANDERSEN FIBERGLASS REINFORCED JOINING _.._.1,...._.._ 1 Design Development 03-14-2022 ANDERSEN INTERIOR TRIM FIELD APPLIED BY OTHERS 13 Revised per Owner 04-I I-2022 INTERIOR TRIM SUPPLIED BY AND FIELD APPLIED BY 711 Revised per Owner 04-21-2022 OTHERS 14 %'' d o o Kitchen revised per Owner 06-16-2022 STRUCTURE SUPPLIED AND FIELD APPLIED BY OTHERS Updated w/Seating layout 07 20 2022 ANDERSEN VINYL INTERIOR COVER FIELD APPLIED BY _14 o �� b '��"', , Revised Seating layout 08-11-2022 OTHERS d ,: .- a a z «0 Revised per SCDHS Food Control 09-12-2022 1V :ANDERSEN 2" STRUCTURAL TRIM COVER FIELD APPLIED '' � z z 0 Plans Revised per Owner 09-28-2022 BY OTHERS w ' Lighting lan5 Revised per Owner 10-14-2022 ANDERSEN 3 3/4" :FIBREX TRIM COVER FIELD APPLIED 4 9116° - f " 7 f » a M x Lighting Plans Revised per Owner 10-21-2022 SY OTHERS 0 0 0 = s Construction Documents 1 1-02-2022 BLOCKING SUPPLIED AND FIELD APPLIED BY ,OTHERS 10 .1 O 10 5 _ Revised and Resubmitted to Town 2 15 2023 l".► ANDERSEN ADJUSTABLE. MULL :COVER 7 8 7 $ 7 8 Issued to Owner for Review 3-15-2023 4 4 2 4 2 15 6 1/4» Revised and Resubmitted to Town 5-17-2023 1 1 ] 1 19 Revised and Reissued 6-26-2023 Revised and PC155UCd to Food Control 9-15-2023 rC_`V—SERIES_:DOU13I_E—HUNG SILL G E-SERIES AWNING SILLrL E--SERIES AUXILIARY SILL Q E—SERIES OUTSWING DOOR THRESHOLD RewbM1ttC RoTown 9-26-2023 Resubmitted to Town I 0-26-2023 2 SCALE: 3" = 1'-0" SCALE; 3" = 1'-0" 2J SCALE: 3" es 1'-0" SCALE: 3" 1' -O" LOW PROFILE THRESHOLD Food Control Approved 1 1-20-2023 Revised and Reissued 1 1-21-2023 J Revised and Reissued 12-6-2023 v Revised and Reissued 1-29-2024 J , J THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. ( Drawing Title �z° z W z WI nd ow Door Detaib O � G G G —D 1 B B B ~ cv SCTM# 1000-106.00-06.00-003.000 BUILDING No: I 15 5 5/8" 8 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 1 2 3 5 8a, EDL GRILL MVERTICAL 1 " X 5 3 16" LVL. JOIN H V'ERWAL � " X, 31 2" LVL JOIN M V`ERTICAL 1 " X 3 1 /2" LVL JOINrR__`� E-SERIES OUTSWING DOOR THRESHOLD ZBA No: 757 DATE: 3/612024 � NOT TO SCALE SCALE: 3" = "0" DOUBLE—HUNG / DOUBLE-HUNG 2 SCALE: 3" = 1'-0" AWNING f AWNING 2 SCALE: 3" � '1'—O" AUXILIARY / AUARY XILI � SCALE: 3" _ 1'—O" STANDARD THRESHOLD SEAL SIGNATURE: DESIGNED BY: TF CHECKED BY: Checker 5��a ED C yj SCALE: 311= I 1-01, DWG No: * I 3945 F NEW 001 r w 6 r ai aa.w W V L.u- ►..a O,s i.V GENERAL STRUCTURAL NOTES DESIGN DATA: SPECIAL INSPECTION: STRUCTURAL STEEL: 3 a`b �............., �' ea (angincaars 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 NEW YORK STATE BUILDING 1. SUPERIMPOSED DEAD LOAD: 1. SPECIAL INSPECTION IS REQUIRED, PER CHAPTER 17 OF THE STATE OF NEW YORK STATE BUILDING 1. ALL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) structural engineers CODE AND ITS APPLICABLE REFERENCED STANDARDS. A. ROOF .. ........................................................ 15 PSF CODE, FOR THE FOLLOWING ITEMS: SPECIFICATIONS AND ITS CODE OF STANDARD PRACTICE. """} B. FLOOR .......................................................................................... 15 PSF 488 Montauk Ave. 46o Summer St..Suite 411 2250 Main St. 2. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE A. PILE FOUNDATION 2. GENERAL rd, .-London.CT St,� nr:rd,C.i c)Ieold M ARCHITECTURAL DRAWINGS AND EXISTING CONDITONS PRIOR TO CONSTRUCTION.ANY 2. FLOOR LIVE LOAD: A. PERMANENT FRAMING AND FINAL CONNECTION DETAILS ARE SHOWN ON THE DRAWINGS. (860)437 3259 (860)437-3259 (978)294-8806 DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND A. PRIVATE ROOMS AND CORRIDORS ........................................ 40 PSF B. STRUCTURAL SAFETY THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION SEQUENCES, MEANS,AND ENGINEER OF RECORD. B. DINING ROOMS AND RESTAURANTS ...................................... 100 PSF a. STRUCTURAL STABILITY METHODS;AND FOR THE DESIGN OF TEMPORARY LATERAL AND VERTICAL BRACING. NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A TEMPORARY BRACING SHALL REMAIN IN PLACE UNTIL THE COMPLETE VERTICAL AND COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION 3. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL SLEEVES, OPENINGS AND 3. ROOF LIVE LOAD C. WOOD FRAMING LATERAL FORCE RESISTING SYSTEMS HAVE BEEN INSTALLED. CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR ANCHORAGES(INCLUDING ANCHOR BOLTS)AS REQUIRED BY ALL TRADES. OPENINGS NOT A. ORDINARY ROOF LIVE LOADING ............................................. 20 PSF I WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER. D. STRUCTURAL STEEL B. PROVIDE ACCESS FOR INSPECTION OF ALL SHOP AND FIELD CONNECTIONS FOR PROPER WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE 4. ROOF SNOW LOAD DATA: MATERIALS AND WORKMANSHIP. DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. 4. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE FOR A SAFE AND EFFICIENT A. GROUND SNOW LOAD, P9.......................................................... 25 PSF 2. THE OWNER SHALL RETAIN AND PAY FOR AN INDEPENDENT THIRD PARTY INSPECTION AGENCY TO METHOD OF SHORING AND/OR BRACING THE STRUCTURE DURING CONSTRUCTION. SHOULD B. FLAT ROOF SNOW LOAD, Pr...................................................... 20 PSF+APPLICABLE DRIFT OVERSEE THE SPECIAL INSPECTION PROCESS. C. WELDING ELECTRODES, WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS CONSTRUCTION LOADS (MANPOWER, EQUIPMENT OR OTHERWISE) EXCEED THE 20 PSF C. RAIN-ON-SNOW SURCHARGE LOAD ........................................ 5 PSF TEMPERATURES SHALL BE IN ACCORDANCE WITH THE AISC AND AWS SPECIFICATIONS.ANY CONSTRUCTION LIVE LOAD,THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING D. SNOW EXPOSURE FACTOR, Ca................................................. 1.0 3. REFER TO THE STATEMENT OF SPECIAL INSPECTION STRUCTURAL STEEL DAMAGED IN WELDING IS TO BE REPLACED OR REINFORCED AS CALCULATIONS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN E. SNOW LOAD IMPORTANCE FACTOR, Is.................................... 1.0 ACCEPTABLE TO THE STRUCTURAL ENGINEER. THE STATE OF NEW YORK.THE CONTRACTOR SHALL CARRY ALL COSTS ASSOCIATED WITH F. THERMAL FACTOR, Ct................................................................. 1.0 I TEMPORARY LOADS DURING CONSTRUCTION. G. SLOPE FACTOR, Cs ..................................................................... 0.5 ON PITCHED ROOF D. WELDERS SHALL HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS H. DRIFT LOAD, Pd............................................................................ 33 PSF WHERE APPLICABLE CONSTRUCTION OBSERVATION: QUALIFICATION TESTS.THE ENGINEER MAY REQUEST SUCH EVIDENCE AT ANY TIME DURING 5. ALL WORK SHALL BE CONTINUOUSLY MONITORED AND INSPECTED BY AN INDEPENDENT TESTING I. SNOW DRIFT,W............................................................................ 8 FT THE PROJECT. AGENCY REFER TO SPECIAL INSPECTION NOTES ON THIS SHEET. SUBMIT ALL TEST AND 1. THE STRUCTURE HAS BEEN DESIGNED TO RESIST THE MINIMUM CODE PRESCRIBED GRAVITY AND INSPECTION REPORTS TO A/E FOR REVIEW. 5. WIND DESIGN DATA: LATERAL LOADS. DESIGN IS BASED ON ALL FACETS OF CONSTRUCTION ADHERING TO THE PLANS E. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY FABRICATION OR A. BASIC WINDSPEED,Vun................................................•............. 127 MPH (3-SEC. GUST) ERECTION ERRORS OR DEVIATIONS AND SHALL RECEIVE WRITTEN APPROVAL BEFORE ANY AND DETAILS AS SPECIFIED.THE STRUCTURAL ENGINEER OF RECORD(S.E.R.)STRONGLY 6. STRUCTURAL MEMBERS SHALL NOT BE MODIFIED IN THE FIELD WITHOUT WRITTEN APPROVAL B. NOMINAL WINDSPEED,Vasd....................................................... 116 MPH (3-SEC. GUST) FIELD CORRECTIONS ARE MADE. FROM THE STRUCTURAL ENGINEER. IN THE EVENT OF A CONSTRUCTION OR FABRICATION ERROR, C. RISK CATEGORY......................................................................... II RECOMMENDS PERIODIC INSPECTIONS OF CONSTRUCTION PROGRESS TO ENSURE THAT THE GENERAL CONTRACTOR( THE CONTRACTOR SHALL PREPARE A SKETCH WITH A PROPOSED REPAIR,AND SUBMIT IT TO THE D. WIND LOAD IMPORTANCE FACTOR, I..................................... 1.0 F. ALL STRUCTURAL STEEL THAT IS DIRECTLY EXPOSED TO SALT-SPRAY SHALL BE STAINLESS SHOULD THE S.E.R. NOT BEE REQUESTED TO INSPECT CONSTRUCTION PROGRESS/IS FOLLOWING THE PLANS AND DETAILS SPECIFIED BY THE S.E.R. ARCHITECT AND ENGINEER OF RECORD. FOR APPROVAL PRIOR TO PERFORMING ANY CORRECTIVE E. WIND EXPOSURE CATEGORY.................................................. D STEEL.ALL STEEL ON 1ST FLOOR FRAMING NOT EXPOSED TO SALT-SPRAY OR LOCATED IN WORK. F. INTERNAL PRESSURE COEFFICIENT, GCP: ............................. +/-0.18 CONFORMANCE, THE S.E.R. HEREBY INDEMNIFIES THE S.E.R.AND ALL EMPLOYEES HERETO OF ANY EXTERIOR UNHEATED SPACES, SHALL BE HOT-DIPPED GALVANIZED, UNLESS OTHERWISE CLAIMS RELATED TO LACK OF CONFORMANCE OF THE DESIGN SPECIFIED BY THE G.C. USE OF G. BASE PRESSURE, qh .................................................................. 44 PSF INDICATED. 7. SUBMIT SHOP DRAWINGS AND RFIs FOR REVIEW, APPROVAL,AND RESPONSE(FOR ALL TRADES H. NET UPLIFT ON ROOF(SERVICE) ............................................ 25 PSF PLANS, EITHER BY SUBMISSION FOR PERMIT AND/OR USE AS CONSTRUCTION DOCUMENTS HEREBY INDICATED HEREIN) PRIOR TO PROCEEDING WITH FABRICATION AND/OR CONSTRUCTION. I. COMPONENTS AND CLADDING LOADS .................................. SEE IBC-15 TABLE 1609.6.2 CONSTITUTES ACCEPTANCE OF THIS PROVISION SET FORTH BY THE S.E.R.AND EMPLOYEES OF G. MATERIAL SPECIFICATIONS: CONTRACTOR SHALL ALLOW FOR A 2 WEEK REVIEW PERIOD BY THE DESIGN TEAM. THE S.E.R. a. W,WT SHAPES ................................... ...................... ASTM A992(50 KSI) 6. EARTHQUAKE DESIGN DATA: ASTM A276(STAINLESS STEEL) 8. IN ANY CASE OF CONFLICT BETWEEN THE NOTES, DETAILS AND SPECIFICATIONS, THE MOST RIGID A. RISK CATEGORY.......................................................................... it b. S, M, HP, C, MC SHAPES.......................................... ASTM A572, GRADE 50 REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL MAKE NO DEVIATION FROM CONTRACT B. SEISMIC IMPORTANCE FACTOR, le........................................... 1.0 WOOD PILES & PILE DRIVING: C. SQUARE& RECTANGULAR HSS .....!...................... ASTM A500, GRADE C (50 KSI) DOCUMENTS WITHOUT WRITTEN APPROVAL OF THE ENGINEER. C. Ss.................................................................................................... 0.176 d. L SHAPES, MISC. PLATES &BARS... ...................... ASTM A36 D. St .................................................................................................... 0.050 1. FINAL PILE DESIGN SHALL BE PREPARED BY THE CONTRACTOR AND SIGNED/SEALED BY A e. BOLTS ................................................. ...................... ASTM A325 9. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. E. SITE CLASS ................................................................................... D PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK ASTM F593B(STAINLESS STEEL) F. Sds................................................................................................... 0.187 f. ANCHOR RODS ........................................................ ASTM F1554, GRADE 36 10. ALL COSTS OF INVESTIGATION AND/OR REDESIGN, DUE TO CONTRACTOR MISLOCATION OF G. Sdt ................................................................................................... 0.079 2. PILE SHALL HAVE MINIMUM 12"DIA. (BUTT)CLASS B PILES W/8" MIN TIP. LARGER DIAMETER PILES STRUCTURAL ELEMENTS OR OTHER LACK OF CONFORMANCE WITH THE PROJECT DOCUMENTS, H. SEISMIC DESIGN CATEGORY..................................................... B MAY BE REQUIRED BASED ON FINAL DESIGN. PILES SHALL BE SOUTHERN YELLOW PINE H. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL SHALL BE AT THE CONTRACTOR'S EXPENSE. I. ANALYSIS PROCEDURE .............................................................. EQUIVALENT LATERAL FORCE CONFORMING TO ASTM D25 AND AWPA STANDARDS. PILES SHALL BE TREATED WITH PRESSURE DRAWINGS, MECHANICAL DRAWINGS AND DRAWINGS RELATED TO OTHER TRADES.THE ANALYSIS TREATED PRESERVATIVE CONFORMING TO AWPA USE CATEGORY UC4C. GENERAL CONTRACTOR IS RESPONSIBLE TO CHECK AND COORDINATE DIMENSIONS, 11. THESE DRAWINGS REPRESENT THE COMPLETED PROJECT WHICH HAS BEEN DESIGNED FOR THE J. ANALYSIS PARAMETERS: CLEARANCES , ETC., WITH THE WORK OF THE OTHER TRADES. WEIGHTS OF THE MATERIALS INDICATED ON THE DRAWINGS AND FOR THE SUPERIMPOSED LOADS 3. REQUIRED PILE ALLOWABLE DESIGN LOAD IS INDICATED ON PLAN, SEE PLAN FOR LOCATIONS I INDICATED IN THE DESIGN DATA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE DIRECTION 1 (E-W) I. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN AND CONSTRUCTION OF SEISMIC RESISTING SYSTEM(S) .................................... LIGHT-FRAME (WOOD)WALLS 4. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE LOCATIONS OF EXISTING UNDERGROUND FALSEWORK, FORMWORK, STAGINGS, BRACING, SHEETING AND SHORING, ETC. SHEATHED WITH WOOD AND OVERHEAD UTILITIES AND EXISTING OBSTRUCTIONS PRIOR TO THE START OF WORK. 3. CONNECTIONS STRUCTURAL PANELS RATED A. REACTIONS INDICATED ON FRAMING PLANS ARE BASED ON UNFACTORED LOADS, UNLESS 12. TYPICAL DETAILS APPLY REPETITIVELY ON THE PROJECT. CONTRACTOR SHALL COORDINATE THE FOR SHEAR RESISTANCE 5. PILES ARE TO BE DRIVEN WITH A DOUBLE ACTING AIR HAMMER WITH A MINIMUM HAMMER ENERGY OTHERWISE NOTED.ALL SIMPLE SHEAR CONNECTIONS SHALL BE DESIGNED FOR 1.25 TIMES GENERAL REQUIREMENTS OF TYPICAL DETAILS WITH PROJECT CONDITIONS, PLANS, RESPONSE MODIFICATION FACTOR, R ........................ 6.5 OF 12,000-16,000 FT-LBS.VIBRATORY HAMMERS WILL NOT BE PERMITTED TO AVOID DAMAGE TO THE REACTION INDICATED. SPECIFICATIONS,AND SECTIONS. OVERSTRENGTH, f) ........................................................ 3.0 NEARBY STRUSTURES.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE SPECIFICATIONS • SEISMIC RESPONSE COEFFICIENT, Cs ........................ 0.029 ON THE AIR HAMMER TO BE USED, INCLUDING PRELIMINARY WEAP ANALYSIS ON REQURIED B. PROVIDE NO LESS THAN 3/16"WELDS EXCEPT ALONG EDGES OF MATERIALS THAT ARE 1/4" 13. THE PLAN AND DETAILS HEREIN ARE BASED ON LIMITED SITE OBSERVATIONS AND EXISTING BLOW/INCH TO ACHIVE REQUIRED CAPCITY. OR LESS IN THICKNESS, FOR EDGES OR MATERIALS THAT ARE 1/4"OR LESS IN THICKNESS, DRAWINGS.ANY DISCREPANCIES BETWEEN THE EXISTING FIELD CONDITIONS AND THE DRAWINGS DIRECTION 2(N-S) USE THE MAXIMUM SIZE WELD PERMITTED BY THE GOVERNING AISC SPECIFICATION. SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. SEISMIC RESISTING SYSTEM(S) .................................... LIGHT-FRAME (WOOD)WALLS 6. PILE DRIVING LOGS SHALL PREPARED BY A LICENSE PROFESSIONAL ENGINEER AND KEPT FOR I SHEATHED WITH WOOD EACH PILE. CONTRACTOR SHALL SUBMIT LOG TO ENGINEER OF RECORD DAILY. LOGS SHALL C. ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS OR STRUCTURAL PANELS RATED INCLUDE A UNIQUE DESIGNATION FOR EACH PILE, PILE LENGTH, LOCATION, FINAL TIP ELEVATION, WELDS.ALL HIGH STRENGTH BOLTS AND NUTS SHALL BE CLEARLY MARKED AS REQUIRED BY FOR SHEAR RESISTANCE AND BLOWS PER INCH FOR THE LAST 6". CONTRACTOR SHALL NOT DEMOBILIZE FROM THE SITE AISC SPECIFICATIONS. CONNECTIONS MADE WITH UNMARKED BOLTS AND NUTS WILL BE STRUCTURAL LUMBER/ROUGH CARPENTRY: RESPONSE MODIFICATION FACTOR, R ........................ 6.5 UNTIL THE PILE LOGS ARE REVIEWED AND ACCEPTED BY THE ENGINEER OF RECORD REJECTED. • OVERSTRENGTH, 0 ........................................................ 3.0 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE AMERICAN FOREST AND PAPER ASSOCIATION SEISMIC RESPONSE COEFFICIENT, Cs ........................ 0.029 7. UNLESS OTHERWISE NOTED ON PLANS, BUTTS OF PILE SHALL BE WITHIN 3"OF LOCATIONS SHOWN D. UNLESS OTHERWISE NOTED,ALL BOLTS SHALL BE TIGHTENED TO THE"SNUG TIGHT' STANDARDS AND SPECIFICATIONS. 22 ON PLAN. CONDITION DEFINED AS THE TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN IMPACT 7. GEOTECHNICAL INFORMATION: WRENCH OR THE FULL EFFORT OF A PERSON USING AN ORDINARY SPUD WRENCH. THE 2. ALL DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR-LARCH NORTH NO. 2 OR BETTER (19% A. ASSUMED ALLOWABLE PILE LOADING 8. THE LATERAL CAPACITY CAN BE INCREASED BY BATTERING THE PILES AT AN INCLINATION ANGLE SNUG TIGHT CONDITION MUST ENSURE THAT THE PLIES OF THE CONNECTED MATERIAL MOISTURE CONTENT OR LESS.) ALL LUMBER EXPOSED TO WEATHER SHALL BE SOUTHERN TIMBER PILES.................................................................... 50 KIPS MAXIMUM, SEE PLAN OF 9.5 DEGREEES (6V:1 H)OR LESS HAVE BEEN BROUGHT INTO SNUG CONTACT. YELLOW PINE NO.2 OR BETTER WITH ACID PRESSURE TREATMENT PRESERVATIVE AND A FOR LOCATIONS i MOISTURE CONTENT OF 19%OR LOWER. B. FOR ADDITIONAL INFORMATION SEE GEOTECHNICAL REPORT FROM DOWN TO EARTH E. ALL BOLTS SUBJECT TO DIRECT TENSION OR DESIGNATED AS SC (SLIP-CRITICAL) SHALL BE PROJECT CONSULTING FILE NO. 0020-081.00 DATED FEBRUARY 2022 PRE-TENSIONED IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS AS DESCRIBED 3. ALL INTERIOR AND EXTERIOR BEARING WALLS SHALL BE 2x(4 OR 6)AT 16"ON-CENTER DOUGLAS IN AISC"MANUAL OF STEEL CONSTRUCTION" : TURN-OF-NUT TIGHTENING, CALIBRATED THE OLD MILL FIR-LARCH NORTH NO. 2 OR BETTER, UNLESS NOTED OTHERWISE. 8. FLOOD DESIGN DATA: WRENCH TIGHTENING OR DIRECT TENSION INDICATOR TIGHTENING. A. FLOOD ZONE ................................................................................. ZONE AE8 4. PROVIDE METAL HANGERS AT ALL NEW FLUSH FRAMED CONNECTIONS. B. FLOOD CLASS DESIGN ................................................................ 2 F. BOLTS USED IN STRUCTURAL STEEL FRAMING CONNECTIONS SHALL BE A MINIMUM OF 3/4" M ATT I T U C K C. ELEVATION OF PROPOSED LOWEST FLOOR............................. 10' DIAMETER. 5. ALL FASTENERS SHALL BE IN CONFORMANCE WITH THE FASTENING SCHEDULE IN THE 2015 D. ELEVATION OF BASE FLOOD ELEVATION + 1 FT........................ 9' INTERNATIONAL BUILDING CODE, UNLESS NOTED OTHERWISE. FASTENERS EXPOSED TO SALT- G. BOLTED CONNECTIONS SHALL USE A MINIMUM OF TWO BOLTS PER CONNECTED PART, SPRAY SHALL BE STAINLESS STEEL. FASTENERS EXPOSED TO THE WEATHER(BUT NOT SALT- UNLESS OTHERWISE INDICATED. SPRAY) SHALL BE HOT-DIP GALVANIZED OR STAINLESS STEEL. H. OVERSIZED HOLES, LONG-SLOTTED HOLES OR SHORT-SLOTTED HOLES PARALLEL TO THE 6. ALL NEW WALL SHEATHING SHALL BE 1/2"GRADE CDX PLYWOOD. LOAD SHALL NOT BE USED FOR ANY CONNECTIONS UNLESS SPECIFICALLY INDICATED ON THE DRAWING OR APPROVED IN WRITING BY THE ENGINEER. SHORT SLOTTED HOLES 7. ALL NEW ROOF DECK SHALL BE 5/8"GRADE CDX PLYWOOD TRANSVERSE TO TEH DIRECTION OF THE LOAD ARE PERMITTED IN BEARING TYPE CONNECTIONS. 8. ALL NEW FLOOR DECK SHALL BE 3/4"ADVANTECH TONGUE AND GROOVE PLYWOOD. I. ALL BUTT AND FULL PENETRATION WELDS SHALL BE MADE USING RUN OFF TABS WHICH 9. ALL FLOOR AND ROOF DECKING SHALL BE INSTALLED WITH ANNULAR RING SHANK NAILS(STAPLES SHALL BE REMOVED AND GROUND SMOOTH ONCE THE WELD IS COMPLETED. SHALL NOT BE PERMITTED)WITH INSTALLATION PROCEDURES CONFORMING TO THE GOVERNING AGENCY STAMPED ON THE SHEETS. J. STRUCTURAL STEEL FRAME SHALL BE LEVEL AND PLUMB PRIOR TO COMPLETING CONNECTIONS. 10. ALL ROOF AREAS THAT ARE:OVER-FRAMED SHALL CONTAIN ROOF DECKING ON THE UNDER- FRAMED MATERIAL, UNLESS NOTED OTHERWISE. 4. COATINGS 5775 WEST MILL ROAD A. ALL NEW STRUCTURAL STEEL SHALL BE GIVEN ONE COAT OF AN APPROVED SHOP PRIMER 11. ALL MEMBERS INDICATED AS'PT PSL' SHALL BE WOLMANIZED PSL SERVICE LEVEL 2 APPLIED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, UNLESS NOTED MATTITU CK NEW YORK MANUFACTURED BY WEYERHAUESER, OR APPROVED EQUAL ALTERNATE. OTHERWISE. SURFACE PREPARATION OF STEEL PRIOR TO SHOP PAINTING SHALL CONFORM TO SSPC SP3. 12. ALL PLYWOOD AND STRUCTURAL USE PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE APA-THE ENGINEERED WOOD ASSOCIATION. B. AFTER ERECTION IS COMPLETE, TOUCH-UP ALL SHOP PRIMED COATS DAMAGED DURING TRANSPORTATION AND ERECTION AND PRIME ALL FIELD WELDS USING THE SAME PAINT No. REVISION/ISSUE DATE 13. ALL WALL STUDS CUT FOR OTHER TRADES OVER 1/4 OF THE STUD DEPTH SHALL BE DOUBLED. USED FOR SHOP PRIMING. 0 PERMIT SET 1 012 6/2 0 2 2 14. WHERE STUD WALLS ARE GREATER THAN 8'-0", PROVIDE A ROW OF 2X SOLID HORIZONTAL C. ALL STRUCTURAL STEEL TO RECEIVE SPRAY APPLIED FIRE PROTECTION SHALL BE LEFT 1 UPDATED PERMIT SET 1/3/2023 BLOCKING. UNCOATED. 2 PILE LAYOUT&1ST FLOOR UPDATE 6/5/2023 15, ALL OPENINGS SHALL BE FRAMED BY DOUBLE MEMBERS UNLESS NOTED OTHERWISE. D. FOR EXPOSED INTERIOR STRUCTURAL STEEL REFER TO ARCHITECTURAL DRAWINGS FOR 3 DECK ELEVATIONS CORRECTION 6/29/2023 FINISH REQUIREMENTS. 16. PROVIDE 1"x4"CROSS-BRIDGING FOR ALL SOLID SAWN WOOD JOISTS AT 8'-0"ON-CENTER MAXIMUM SPACING AND 2x SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND PARTITIONS. i I I i SEAL orr NE 2 0847 OFESS1 i STRUCTURAL NOTES DWG BY:MOB P.I.C.: GKS SCALE: 12"=V-0" S001 PROJECT NO.:21222 faa angineers �� structural engineers WOOD NAILING SCHEDULE 488 Montauk Ave. 460 Summer St..Suite 411 2250 Main St. NE-w Lond,')n,CT 5tamt. ~i,C 1 ;'-acord P,1:` JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING WOOD HEADER SCHEDULE (860)437-3259 (860)437-3259 (978)294-8806 COMMON NAILS BOX NAILS COMMON NAILS BOX NAILS SYMBOLS SPAN CONDITION HEADER SIZE JACK STUDS KING STUDS NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A ROOF FRAMING ROOF SHEATHING COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION UP TO 2'-6" 12)2X6 1 1 CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR 8d WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, RAFTER TO TOP PLATE (SEE TABLE 2'-6"UP TO 3'-0" 12)2X8 1 1 (TOE-NAILED) 3-16d 3-16d PER RAFTER STRUCTURAL PANELS 8d 10d INDICATES TOP OF SUBFLOOR DECK EL WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE NATION. GC VERIFY IN FIELD. DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. CEILING JOIST TO TOP T-0"UP TO 4'-6" (2)2X10 2 2 3-8d 3- PER JOIST DIAGONAL BOARD SHEATHING 3.10)* INDICATES SPAN DIRECTION OF NEW 3/4"TONGUE+ GROOVE ADVANTECH PLATE (TOE:-NAILED) 1"x6"OR 1"x8" 2-8d 2-10d PER 4'-6"UP TO 6'-6" (2)2X12 2 2 D1 SUBFLOOR DECKING. DECKING SHALL BE GLUED AND NAILED @ 6"o.c. CEILING JOIST TO 1"x10"OR WIDER 3-8d 3-10d SUPPORT 6-6 UP TO 8-6 (2) 1 3/4 ' " ' " ' LVL 2 3 X 11 7/8" ` PARALLEL RAFTER(TOE-NAILED) 4-10d 4-10d EACH LAP D2 INDICATES SPAN DIRECTION OF NEW 5/8 CDX PLYWOOD ROOF DECKING. CEILING SHEATHING NOTES: ROOF DECKING SHALL BE NAILED PER TYPICAL DETAILS ON SHEET S300 CEILING JOIST LAPS OVER PARTITIONS TOE-NAILED 4-10d 4-10d EACH LAP INDICATES SPAN DIRECTION OF EXTERIOR PORCH DECKING ( ) 7"EDGE/ 1. WOOD HEADER SCHEDULE IS FOR WHEN DOOR/WINDOW HEADER SIZES .-- D3 PER ARCH. TO BE INSTALLED PER MANUFACTURER'S SPECIFICATION S COLLAR TIE TO RAFTER GYPSUM WALLBOARD 5d COOLERS 5d COOLER 10' FIELD ARE NOT SHOWN ON THE PLANS. (FACE-NAILED) WALL 4-10d PER TIE 2. USE PLYWOOD SHIMS BETWEEN HEADERS TO MATCH WALL WIDTH. E1 — INDICATES SPAN DIRECTION OF EXISTING SUBFLOOR DECKING TO REMAIN WALL SHEATHING 3. CONSULT STRUCTURAL ENGINEER IF HEADER SIZE IS NOT SHOWN ON BLOCKING TO RAFTER ABOVE.PLANS AND THE SPAN IS LARGER THAN 2_8d 2-10d EACH END 4. OPEN NGS IN INTERICR B AR NG WAL S EQUIRE ONLY 1 KING STUD •— E2 —'' INDICATES SPAN DIRECTION OF EXISTING ROOF DECKING TO REMAIN (TOE-NAILED) STRUCTURAL PANELS 8d 10d (SEE TABLE R(END-NAILED) IM BOARD TO RAFTER 3.11)* HDR INDICATES NEW BUILT-UP WOOD HEADER PER HEADER SCHEDULE, THIS 2-16d 3-16d EACH END SHEET. FIBERBOARD PANELS HOLD DOWN SCHEDULE 7/16" 6d 3"EDGE/ WALL FRAMING 25/32" 8d _ 6" FIELD WOOD BOLT MIN.WOOD P# INDICATES WOOD POST PER SCHEDULE (THIS SHEET). SYMBOL FASTENERS DIAMETER MEMBER SIZE 7"EDGE/ PU INDICATES WOOD POST UP. REFER TO FLAMING PLAN ABOVE FOR SIZE. TOP PLATE TO TOP PLATE 2-16d 1 2-16d 1 PER FOOT GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 10" FIELD HDU2 (6) 1/4x2 1/2 SDS 5/8" 3 x 3 112 (FACE-NAILED EP INDICATES EXISTING WOOD POST. TOP PLATES AT INTERSECTIONS JOINTS- HARDBOARD 8d 8d (SEE TABLE HDU4 (10) 1/42 1/2 SDS 5/8" 3 x 3 1/2 (FACE-NAILED) 4-16d 5-16d EACH SIDE 3.11)" INDICATES WOOD SHEAR WALL PER SH AR WALL SCHEDULE(THIS SHEET). HDU11 (30) 1/4x2 1/2 SDS 1" 3 1/2 x 7 1/4 FOR SHEAR-WALLS INDICATED AT EXISTING STUD WALLS: GC TO ENSURE STUD TO STUD PARTICLEBOARD PANELS 8d 8d PER MANUFAC- SW1 EXISTING STUD IS 2X4 MINIMUM SIZE AT 16"ON CENTER MAXIMUM SPACING. (FACE-NAILED) 2-16d 2-16d 24"o.c. TURER HDU14 (36) 1/4x2 1/2 SDS 1" 3 1/2 x 7 1/4 IF NOT, PROVIDE STUDS UNTIL THIS CRITERIA IS MET. MINIMUM PLYWOOD HEADER TO HEADER 16"o.c. DIAGONAL BOARD SHEATHING SHEATHING SIZE OF 15/32"(CDX)AND 8d'NAILS PROVIDED 4"OC EDGE, 12" (FACE-NAILED) 16d 16d ALONG EDGES 1"x6"OR 1"x8" 2-8d 2-10d PER HOLD DOWN NOTES: OC FIELD AS WELL AS 4"OC FOR TOP PLATE AND DIAPHRAGM ABOVE. 1"x10"OR WIDER 3-8d 3-10d SUPPORT 1. ALL BOLTS INTO POSTS SHALL BE ASTM A307 CARRIAGE BOLTS REPLACE PLYWOOD AND/OR PROVIDE ADDITIONAL NAILS/BLOCKING AS TOP OR BOTTOM PLATE TO 2-16d 2-16d PER STUD OR SDS WOOD SCRE'NS AS INDICATED.ALL BOLTS CONNECTION REQUIRED TO MEET THIS CRITERIA. STUD(END-NAILED) FLOOR SHEATHING POSTS BETWEEN LEVELS SHALL BE ASTM A307 THREADED ROD. BOTTOM PLATE TO FLOOR JOIST, 2. ALL SHEARWALL HOLDDOWN ANCHORS, POSTS, AND BOLTS HDU INDICATES NEW SIMPSON STRONGTIE HDU HOLD DOWN PER PLANS.BANDJOIST, ENDJOIST, OR 2-16d 1,2 2-16d 1,2 PER FOOT STRUCTURAL PANELS SHALL BE INSTALLED PRIOR TO SHEATHING. BLOCKING(FACE-NAILED) 1"OR LESS 8d 10d 6" EDGE/ 12" FIELD FLOOR FRAMING GREATER THAN 1" 10d 16d 6"EDGE/ JOIST TO SILL, TOP PLATE OR 6 FIELD 4-8d 4-10d PER JOIST DIAGONAL BOARD SHEATHING PILE GRID LINE GIRDER(TOE-NAILED) 1"x6"OR 1"x8" 2-8d 2-10d PER BRIDGING TO JOIST 1"x10"OR WIDER 3-8d 3-10d SUPPORT PILE TYPE (TOE-NAILED) 2-8d 2-10d EACH END WP =WOOD PILE BLOCKING TO JOIST 2-8d 2-10d EACH END NOTES: 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED (TOE-NAILED) 6"o.c.AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3"o.c. BEAM SIZE BLOCKING 1-0 SILL OR TOP AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, REQUIRED VERTICAL PILE CAPACITY TREATMENT PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE (SEE PLAN FOR ASD LOADING) DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR SPACING PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH LEDGER STRIP TO BEAM 3-16d 4-16d EACH JOIST 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED REQUIRED LATERAL PILE CAPACITY DROPPED BEAM (FACE-NAILED) MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE WP (SEE PLAN FOR ASD LOADING) 1 XK VERTICAL / @ _____ FLUSH BEAM JOIST ON LEDGER TO BEAM PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. I I XK LATERALS INDICATES DETAIL FOR PILE TO ______________ x_"PT __*OC_ (TOE-NAILED) 3-8d 3-10d PER JOIST ( I GIRDER CONNECTION I I X/SXXX BAND JOIST TO JOIST I (END-NAILED) 3-16d 4-16d PER JOIST 0- 1.�_-� i DIAGONAL PILE BRACING PER JOIST BAND JOIST TO SILL OR TOP I I 9/S301 -- PROJECT PLATE (TOE-NAILED) 2-16d1 3-16d PER FOOT THE OLD MILL MATTITUCK WOOD POST SCHEDULE P# POST TYPE FRAMING LEGEND P1 6x6 DOUGLAS FIR LARCH P2 6x6 P.T. P3 3 1/2 x 5 1/4 PSL P4 (3)2X4 BUILT-UP P5 (3)2x6 BUILT-UP SHEARWALL SCHED. WALL Sw1 5775 WEST MILL ROAD WALL FRAMING 2x(4 OR 6)AT 16"o.c. MATTITU C K, NEW YO R K END WALL POST (3)-2x6 HOLDDOWN SEE PLAN ANCHORS No. REVISION/ISSUE DATE PLYWOOD 15/32" (CDX) 0 PERMIT SET 10/25/2022 PANELI 1 UPDATED PERMIT SET 1/3/2023 PLYWOOD 8d AT 4"o.c. EDGE, 2 PILE LAYOUT&1ST FLOOR UPDATE 6/5/2023 FASTENING4 8d AT 12" FIELD 3 DECK ELEVATIONS CORRECTION 6/29/2023 TOP PLATE 10d @ 4"oc CONNECTION OR (INTERIOR SHEAR 1/4"x5" LEDGERLOK @ WALL ONLY)6 8"oc SHEARWALL NOTES: 1. ALL PLYWOOD SHALL BE APA RATED PLYWOOD 2. ALL BOLTS INTO POSTS SHALL BE ASTM A307 CARRIAGE BOLTS OR SDS WOOD SCREWS AS INDICATED. SEAL ALL BOLTS CONNECTION POSTS ()O NE BETWEEN LEVELS SHALL BE ASTM A307 THREADED ROD. p l �- 3, ALL BOLTS INTO FOUNDATION • SHALL BE SIMPSON"SSTB"ANCHOR BOLTS. FASTEN ALL HARDWARE w PER SIMPSON RECOMMENDATIONS 4. EDGE FASTENING IS ALONG EDGES t1' OF THE IELD FASTENING SHEATHING.OD �479� NG IS TO THE �O� OF F A ESS�o a INTERMEDIATE SUPPORT STRUCTURE. 5. ALL SHEARWALL HOLDDOWN ANCHORS, POSTS,AND BOLTS SHALL BE INSTALLED PRIOR TO SHEATHING. 6. TOP PLATE CONNECTION REFERS TO FASTENER SIZE& FLOOR/ROOF DECKING OR SPACING FOR STRUCTURAL NOTES BLOCKING TO INTERIOR SHEAR WALL TOP PLATE. SEE DETAIL 2/S300 DWG BY:MOB P.I.C.: GKS IL qqblk SCALE: As Indicated %'03 0 0 2 PROJECT NO.:21222 s� sn�inssrs _. structural engineers 488 Montauk Ave. 46o Summer St..Suite 411 2250 Main St. Pb .,,Lonrk)j).CT 51;tn 1- id.C 1 ;)icorri M", (860)437-3259 (860)437-3259 (978)294-88o6 PILE LOADING NOTES NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A 1. PILE TO BEAM CONNECTION AS NOTED COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR 2. ALL STEEL CONNECTIONS TO BE STAINLESS STEEL OR COATED WITH WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, TWO LAYERS OF WATERPROOF PAINT AND PROTECTED FROM SALT WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE SPRAY WITH ARCHITECTURAL FINISHES DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. j i 1 2 3 4 4.4 5 5.3 5.5 6 6.3 6.5 7 7.7 8 8.2 I I � T-7" 9'-61/8" I 9'-61/8" 5'-3"GC COORD. 6'- 111/2" I 3'-0" -21/2" 5'-21/2" I 3'-7" 1'-71/ 5'-21/2" I T-0" 3'-5" 2'-7" W/LIFT MFR. GC COORD.W/LIFT MFR. tGC VIF fGC VIF tGC VIFWP I tGC VIF I I I I I I I I I I I 1 I I I I K VERTI�AL WP WP I WP WP WP 1 WP 5K UPLIFT 8K VERTICAL I 8K VERTICAL 8K VERTICAL 18K VERTICAL 8K VERTICAL 8K VERTICAL 3K LATERI L 3K LATERAL 3K LATERAL 3K LATERAL 3K LATERAL 3K LATERAL 2K UPLIFT f ll/S301 ll/S301 ll/S301 I ll/S301 l l/S301 ll/S301 I 3K LATERAL — - - - - - - - - - - — - - - — - — - — - - — - - - - - - _—_ -11/S301- - - - - - - A - - I I I I I I PB PB I I I PB PB 0 Co I I I ( I 1 I I (fl U a 1 I K VERTICAL WP WP I I I Co -H I I I I 12K UPLIFT I 1 OK VERTICAL 10K VERTICAL 1 3K/LAT S301 2K LATERAL RAL 1 K UPLIFT 2K LATERAL I I 1 11 ll/S301 mII I 1 — - - - - — - - - - - - - - - — - - - - - —I- - — - - I i - I - - - - - -11/S301—�- - - - - - - aJ 1 i -I - - - — - I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I 1 co I I I I al i I j WP I I WP I WP WP i WP 20K VE�TICAL 20K VERT CAL 18K VERTICAL 10K VERTICAL I 5K VERTICAL � 1 K UPLIFT I 2K UPLIF� 3K LATERAL 3K LATERAL I 1 I 2K UPLIFT I I I I I 13K LATERAL I 3K LATERAL I ll/S301 l l/IS301 I I 1 3K LATERAL j - - - - - - - - � - - - - — - -- - - - - - - - - - — - - - 11/S301 - - - - - 11/S301 - - - - � - - - - - - 1 -I I /�11/S301 - - - - E I I I WP WP WP WP 00 9K VERTICAL 9K VERTICAL 9K VERTICAL 12K VERTICAL to 1 K LATERAL I 1 K LATERAL 1 K LATERAL 1 1 K LATERAL I I 1 ce) ll/S301 ll/S301 ll/S301 21S301 —— — — — — —— — — — — — — — —— —— — — — — — — — — — — —— — I - - - - - - - PB - - - - - —r - - - - - I - - - - - - - - - PB - - - - - -- - WP I WP I WP WP I 2 o 32K VERTICAL 10K VERTICAL 14K VERTICAL 25K VERTICAL , I I 2 INDICATES PILE- A � I 3K LATERAL 3K UPLIFT 3K LATERAL 3K LATERAL M 4/S301 3K LATERAL I _ — 11/S301 ll/S301 - - - - - - - - - -BRACING PER— - - - - - I- - - - —+ I I 9/S301 I I I - - - - -1�1 i - - - �4/S301 - - -- � - - - � - - -I WP - - �� - --(C.3 TYP.WHERE SHOWN I I i 15K VERTICAL 1 1 K UPLIFT C° I � I PROJECTWP WP WP WP -3K LATERAL N v 11/S301i l 1 K LATERALA LATERAL KLAT L 7 -9KVERT[CAL 9KVERTTAL - - - - ]-9L IK�REAC - - - 1KEEACE--I- - - — - :7) ll/S301 I ll/S301 ll/S301 I 2/S301 I m i I I l i Wp I I THE OLD ILL I 125K VERTICAL - -f I - - - - I I - - - i-Y i- - - - - - - - I- - - - - - - - al i -I- - - - - - - - - -� - - - - -F - - - m i1KUPLIFT - -I - - - - - D _ MATTITl1CK I a� 3K LATERAL :WP WP - ll/S301 T I - Wp - - I I - - - � - I I pml I I ca I 1 dl I I I I I 1 I I I � D.2 1 146K VERTICAL 5K VERTICAL I 11K VERTICAL I I o I I I 1 1 I I 12K LATERAL 6K UPLIFT 2K UPLIFT 1 I I 1 I I 1-1— I I- -I I- vvp - - I 14/S301 2K LATEA 2K LATERAL - - - L �IP- - - - WP - - - - - - - - - - 41530 f 17S3D'� II II - - _ih- 6 19K VERTICAL 9K VERTICAL I9K VERTICAL 12K VERTICAL I I I I WP WP ao ' U- I I 11 K LATERALI 11 K LATERAL I 11 K LATERAL I 1 K LATERAL I I I I I 112K VERTICAL I 8K VERTICAL co � co U I ll/S301 I ll/S301 I ll/S301 2/S301 I 13K LATERAL 2K UPLIFT Co v I I I I I I WP I I 1 _ _ _8KVERTICAL _ _ _ — _ _ _ — _ _ — _ — _ — _ — _ —_ _ _ — _ — _ 111/S301 I _ _ b3KLll/S301 - j0+Hl - - - - - - - - - - ) - - - - - - i - - - I 1KLATERAL II LA 1 - - - 1 I I 1 I 3/S301 I 25K V WPI - -I— i - - - I- i I- - - - - I — - - - - I- - - i - i - - - - - - - VERTICAL - - — - — - - - - -I - - - -3K LATERAL _a,- - - + } + - - - i ti-m - - - - - - - - - - - - - - - - - - - - - - - -11/S301- - - - - - - - - -- —1 - - - -00 N 5775 WEST MILL ROAD 1/P �l1/P WP WP WP I WP WP WP I WP U ,n 19K VERTICAL I 19K VERTICAL 1 19K VERTICAL 12K VERTICAL 8K VERTICAL 40K VERTICAL 5K VERTICAL 15K VERTICAL 25KVERTICAL = MATTITUCK, NEWYORK 11 K LATERAL I I 11KLATERAL I 1 11 K LATEAL 1 K LATERAL 1 1 K LATERAL I 3K LATERAL 5K UPLIFT 3K LATERAL 3K LATERAL I `"' A-117530, - - - _ - - - - - - - - - -NS301--- - - - -37S301- - - - - - - - 4/S301- - - 3KLATERAL- - - - - 11/S301- - - 11/S301-4 - -4/S301 No. REVISION/ISSUE DATE N 0 PERMIT SET 10/25/2022 I I I I I I I 1 UPDATED PERMIT SET 1/3/2023 2 PILE LAYOUT&1ST FLOOR UPDATE 6/5/2023 I I i I I I I I 00 LO > 3 DECK ELEVATIONS CORRECTION 6/29/2023 o U WP WP WP WP I I I oo 2 WP WP WP 1K LATERAL 1K LATE ALL 1K LATE ALL 1 K LATERAL12K VERTICAL 5K 1ERTICAL 5K VERTICAL 0K VERTICAL 5K VERTICAL ll/S301 ll/S301 ll/S301 21S301 I I 5K UPLIFT 3K UPLIFT I I I 3K LATERAL I 5K UPLIFT 3K TERAL - - - - 3K LATERA0L 6/S300 3K LATERAL - - - - - - - - - -- - - - - - - - - — - — - — - - - — - - — - - - - - - — - - - - - &.41S301 - - - 9/S300 - 6/S300 —� - - - - - - - - - - - - - - - - - - - - - - - ^ - - - - -L - - - - - - - - - - - - -- - - -i-- - - PB PB PB WP WP WP I > 9K VERTICAL 9K VERTICAL i 12K VERTICAL I I I I I I I co C) ll/S301 EAL L .11 S 01E-L_ _ _ _ _ J 2/S301 SML �r SEAL - - ' - - - - - - - - - - - --I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PB - - - - - -- - � a �- t - ,I uu �O 08479'� ks� ti 1 , PILE LAYOUT PLAN S100 1/4"=l'-0" PILE LAYOUT PLAN DWG BY:MOB P.I.C.: GKS EL Iftak SCALE: As indicated PROJECT NO.:21222 i ss snginssr-s ..` � structural engineers 488MontaukAve, 460SummerSt..Suite411 225oMainSt. WOOD FLOOR FRAMING PLAN NOTES t.6,w L ondon.CT St,�.'nf;�;c 1.C;I Cc r;n,:l,P1r"�. (860)437-3259 (860)437-3259 (978)294-88o6 1 ) 2 3 4 4.4 5 5.3 5.5 6 6.3 6.5 7 7.7 8 8.2 1. TOP OF ADVANTECH SUBFLOOR DECK ELEVATION INDICATED ON PLAN, 1 COORDINATE W/ARCHITECTURAL DRAWINGS. NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A 2. BLOCK BETWEEN JOISTS WHERE BEARING WALL ABOVE RUNS COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION S200 PERPENDICULAR TO JOIST SPAN. CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR 3. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS UNLESS NOTED WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, OTHERWISE ON PLANS. 1 WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE 6 4. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. 1 I 6 1 S301 I I 6 I ARCHITECTURAL DRAWINGS AND/OR EXISTING CONDITIONS. S301 6 S301 5. COORDINATE SIZES AND LOCATIONS OF FLOOR OPENINGS WITH S301 I ARCHITECTURAL AND MECHANICAL DRAWINGS. 1 ti� 1 y� y0 1 1 y0 ti� I 6. COORDINATE ALL WALL PENETRATIONS, UTILITIES AND MECHANICAL CHASES WITH APPLICABLE TRADES. 7, ALL NAILING SHALL BE FASTENED IN ACCORDANCE WITH TABLE NEW(2) 3x12 PT(6-SPAN CONT.) /� 2304.10.1 OF THE 2015 INTERNATIONAL BUILDING CODE AS REQUIRED. A 8. SEE STRUCTURAL NOTES SHEETS(S-001 & S-002)FOR ADDITIONAL 4 INFORMATION. j 1 I S I CHD4 0 9. ALL INTERIOR AND EXTERIOR BEARING WALLS SHALL BE 2x(4 OR 6) 3009.9�}' �O G "� I STUDS @ 16"O.C. UNLESS NOTED OTHERWISE. PROVIDE TRIPLE 2x i -f- HDU4 STUDS CONTINUOUS TO ALL BEAM BEARING LOCATIONS UNLESS OTHERWISE NOTED. COORDINATE ALL WALL THICKNESSES WITH DETAIL TYP. @ F- p - TIE DOWN ARCHITECTURAL WALL SCHEDULES. ALL HDU'S U.N.O. W FLUSH BM. F o 10. FOR ALL JOIST TO DROPPED GIRDER CONNECTIONS PROVIDE H2.5 1 I a a- I I PER a a GALV. HURRICANE TIE, UNLESS NOTED OTHERWISE ON PLAN VIA = W 5/S300 NEW PT 2x12 O DETAIL CALLOUTS. - I - - - - i - - - - - -I - - - - - i - - i - - - - � - -NE PT�x12 @ 16''O£. - - - -NEW T 2x� l6!!-0.C. - - -@ 1Cr'0._C_ amp I- - 11. SEE S100 FOR PILE-TO-GIRDE CONNECTION CALLOUTS. N zx A•2 12, STRUCTURAL DRAWINGS GEN RATED WITH LIMITED VISUAL IOBSERVATIONS. IF EXISTING STRUCTURAL ELEMENTS, ONCE I �' a- W HD 4 a p HDU4 I I N O UNCOVERED,APPEAR IN UNSOUND STRUCTURAL CONDITION, GC I v< I I U) a I a M z SHALL CONTACT E2 ENGINEERS FOR FURTHER ANALYSIS. w can °- 0 N W P (3) 2x12 a NEW PT(3)2x12 w a 13. ALL STEEL AT UNDERSIDE OF STRUCTURE OVER SALT-WATER TO BE zli p p 'v p� I STAINLESS STEEL, OR IF CONCEALED WITH ARCH. FINISHES AND 1 X 1 X Z N PROTECTED FROM SALT-SPRAY, SHALL BE HOT-DIPPED GALVANIZED 2 z0 � z0 v AND PAINTED CONNECT 1 I I I M U 1 M U , 14. PROVIDE SIMPSON HHUS GALVANIZED FACE MOUNT HANGER AT EACH 1 ^ DROPPED PSL S DROPPED GIRDER TO DROPPED GIRDER CONNECTION UNLESS NOTED - - - - � - _ � _ _ _ I _ � _ - - _W� (2) 31/2"x14" PSL W< _ _ - - -� FACE MT.SUPPORT OTHERWISE,OTHERWISE, ONE HANGER PER PSL. 2 I I z TIE DOWN z v S3 1 I HANGER HDU14 FLUSH BM. HDU4 _ TOGETHER W/ 0" PER HDU4 BOLTS&6X6 NOTE A I J 1 J a J .o NEW 2 3 1/2"xl4" SL P QJ AG Al Q HDU11 Q Q 15/S300 G ( DROPPED - HDU11 BLOCKING PER 7/S301 PROVIDE NEW WOOD POST EXTENSION (DOUG FIR#2 OR NEW(2)2x12 P NEW(2)2x12 P NEW(2)2x12 P NEW(2)2 12 PT J`1' iv T '� BETTER)AS NEEDED, SPLICE PER DETAIL ,ZO - 1- - -J- - - - - Cl) 10/S301 n1 AI HDU11 (I I I 1 NEW 3 1/2"xl4" PSL PT - HDUl l p o o I z CANT. _ -a-Ia-- - - - -a - - - - - - - -a �- - - - - - - - - - ~ 0 - - � - - - - - I--�-F ��.--� (2) 31/2x14 PSL - -p- - - - - -(2)2x12PT_ C.3 a- �I NEW 2xl2 PT @ 16"OCD- NEW 2xl2 PT @ 16"OC a0 NEW 2x12 PT @ 16"OC X Q NEW xl2 PT @ 16"OC �✓ NEW W12X40 GALV. NEW 2x12 PT 116"OC IL (DROPPED) (, J a (3-SPAN CO T.) Q QJ 1 _ -1-_'1 _� _ _ a � w `Y' _ _ _ _ I _ -� _ _ _ FASTEN EACH PSL TO _ _ _ _ _ n~. p ram+ z z �, z - - - - �z = r - - 1- - - - -a^ WF W/SIMPSON HHUS EW-NEW C"6"OE` - C.7 0 '� - - 0� - - - p 0 a o = �M HDU2 5 "v p HANGER TYPICAL J o- O HDU11 z �I z z vz p Xnw. I 2 a a L a X a S300 - a0 NE PT ) 2x12 NEW PT(4) 2x12 - _ N D -� - - - -� - - - � - - - - 2 -N � - HDU2- - - ` z - `- N 1 I I Cl) p I I ~ p p `- 0 5301- D -6 :Ri:uz<) N 04 w OL S300 HDU4 HDU11 a 0-- I w N xx0 z z NEW 2x12 PT @ 16 OC� (3-SPAN CON c" a NEW 2xl2 PT @ 16"OCN NEW 2xl2 PT @ 16"OC v 1 NEW 2xl2 PT @ 16"OC NEW 2x12 PT @ 16"OC N l 1�- - - - - - - - - -� - - - - - - - - - - - - - - - ----- � - - -I- `� - - - ��- - 6) - 1 z z z j 'Sp CANT. NEW W12X40 GALV. ` I I9. -� J ^U �D fl PROJECT �'� (DROPPED) i FASTEN EACH PSL TO WF .. o Q vQ QJ HDU11 S201 (1 J AG w I a W/SIMPSON HHUS w I I W V Q CANT'L Q as HANGER TYPICAL a z � , T H E O L D MILL - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - � - - - - - I - - _ , 0 - - - p HDU2 rn p d p NEW PT(2)2x12 ii NEW T 2 2 12 `� � p xIL ,o �11 MATTITUCK IL - - - - - - - - - -i- - - - - -� O 90 - i - i I- - � a - G iI- - - - - - - - - -- - - - -�- - - - 3 - - - - - a - - - - I � U - }- - -}-1'- - M � NEW131/2x14 PSL PT ,0 - - E.2 a I a i S301 T X I wQ ova- - - - - G� a I1 a N NE1IU2x12 PT @16"OC z 1 1 � 1 1 � a III 4 4.4 I 0 ' NEW 2xl2 PT @ 16"OCO� NEW 2x12 PT @ 16"OC NEW 2x12 PT 16"OC v v Z NEW 2x12 PT @ 1 "OC z a o E.3 5'-3" J a 0 p o � (3-SPAN CON .) I U) a 1 VERIFY WITH LIFT DRAWINGS H z W Z w _ _ _ _ _ _ _ _ _ _ _ A a 0 I 1 PROVIDE FLAT 2X12 PT DECKING z_ _ _ _ _ _ _z _ _ _ _ a_ _ _ _ _ _ _z I _ _ _ _ _ -0 - v p 0 ��- NE (2)2xl PT HDU2- CANT. NEW 2X40 GALV. ,,� FASTEN EACH PSL TO WF �.- o E ca S101 a L) x PERPENDICULAR TO JOIST SPAN -z - - _z _ _ _ _ _ - _ _ _ �N - - _ _ DROPPED - _ - -W/SIMPSONHHUS - H a - -p a NEW 3)2xl PT- - - - ( ) a HANGER TYPICAL - o- - - - 00- - I_ Z I (L L & `o U I F NEW 4xl2 PT N (1 0 ' wM - - I 1 � QJ 11 d I 9.94' / �O I I va I - - - -�- - - E.2 x ' N ¢ �0 `�' NOTE A p w x 7.50' a 7.50' OJ N p 9.94' OJ I 1 x a I ( z v cn �I ch v \� `Z` TYPICAL �„ a HDUll 1 I c� - ^ A gyp- Q N ` I NEW 2x12 PT @ 16' oc 5775 WEST MILL ROAD a NEW 2x12 PT 16"OC v NEW 2x12 PT @ 16" OC a NEW 2x12 PT @ 16"OC U) NEW 2x12 PT @ 16"OC I N p (3-SPAN CO T.) A I z �, MATTITUCK, NEW YORK w w N /J PROVIDE NEW 0 z ( z x z A .j0 H U11 w S HDU11 _ CODE COMPLIANT N v N z z - J I G NEW W12X19 GALV. STAIRS, LANDING, �i I v Q 1 NEW(2)2x12 PT _(DROPPED,2-SPAN CONT.) I _ _ - AND RAILINGS AS � a (2)2x12 PT @ 12 O.C. � _ 1 - -W - - - _ - - _ - NE (3)2x12PT -- - - _ - _ _ M_ z ---1 _ _ REQUIRED _ G `� No. REVISION/ISSUE DATE L' W M W 0 PERMIT SET 10/25/2022 14a p 1 CANT. NEW(2)3 1/2"x14"PS PT I z ? z LL X I (DROPPED, 2-SPAN C?9T.) �j 6 0 1 W 1 UPDATED PERMIT SET 1l3/2023 1 N I I I 1 9 I 1 1 Ll_- 300 I > 2 PILE LAYOUT&1ST FLOOR UPDATE 6/5/2023 W5300 A �P' I 3 DECK ELEVATIONS CORRECTION 6/29/2023 - - - -z NEW(2)2xl2PT NEW - - - I - - - - - - - I- - - - - - - - - -I- - - - - - - - - - - 1 H -(: PROVIDE NEW CODE COMPLIANT 1 1 I I 1 1 1 1 1 I NEW 4x12 PT STAIRS, LANDING, AND RAILINGS AS REQUIRED SIMPSON U210-2 HANGER TYP. _ • 1 1 SIMPSON HUCQ412-SDS STAINLESS STEEL PROVIDE 6x6 P.T. STUB POST B/W PILE SEAL &HIGH GIRDER �GF NEB y. 1 1ST FLOOR FRAMING MODIFICATION PLAN 2 LIFT SUPPORT FRAMING PLAN S101 1/4"= 1'-0" S101 1/2"= V-0" r / I w �GAA 08479Z afiESS% FIRST FLOOR FRAMING MODIFICATION PLAN DWG BY:MOB P.I.C.: GKS SCALE: As Indicated slol PROJECT NO.:21222 4 4.4 5 5.3 5.5 6 6.3 6.5 7 7.7 8 8.2 ea enE�in(Rer-s 5200 141 structural engineers 5 5.3 5.5 6 6.3 6.5 7 7.7 8 8.2 488 Montauk Ave. 46o Summer St..Suite 411 2250 Main St, I ondon,CT St.rrfi:[0,(F C, icovd,f1A (860)437-3259 (860)437-3259 (978)294-8806 7 I I I I I I I I NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A I I I I I I I S300 COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION PORTAL F ME PER DETAIL 6/S300 I I I I I I CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR y0(� '� A ►1 '� A SW1 SW1 A SW1 SW1 I N WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, HDR I G HDR i HDR r rp"�Q HDR y DR HDR Q WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE DRAWINGSSHALL REMAIN EP PER Fet engineers. �y I I I I I I I I I I I yOG� I I U I I DBL.JOIST HDR SW1 I I I O I I &TRIMMER AT / SW1 I I Co I SKYLIGHT SW1 SW1 I I I OPENINGS TYP. 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FASTEN JOISTS TO WOOD ROOF FRAMING PLAN NOTES LEDGER W/FACE MOUNT HANGERS. 1. TOP OF ADVANTECH SUBFLOOR DECK ELEVATION INDICATED ON PLAN, 1. COORDINATE TOP OF WALL PLATE HEIGHTS WITH COORDINATE W/ARCHITECTURAL DRAWINGS. ARCHITECTURAL DRAWINGS&EXISTING CONDITIONS 2. BLOCK BETWEEN JOISTS WHERE BEARING WALL ABOVE RUNS 2. SEE ARCHITECTURAL DRAWINGS FOR ROOF LIMITS AND PERPENDICULAR TO JOIST SPAN. OVERHANG DETAILS. SEAL 3. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS UNLESS NOTED 3. ALL INTERIOR AND EXTERIOR BEARING WALLS SHALL BE 2x(4 OTHERWISE ON PLANS. OR 6)STUDS @ 16"O.C. UNLESS NOTED OTHERWISE. 4. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH 4. PROVIDE TRIPLE 2x STUDS CONTINUOUS TO THE 4 ARCHITECTURAL DRAWINGS AND/OR EXISTING CONDITIONS. FOUNDATION AT ALL BEAM BEARING LOCATIONS UNLESS 5. COORDINATE SIZES AND LOCATIONS OF FLOOR OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. NOTED OTHERWISE. = - ` ►ate w 6. COORDINATE ALL WALL PENETRATIONS, UTILITIES AND MECHANICAL 5. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH a J CHASES WITH APPLICABLE TRADES. ARCHITECTURAL DRAWINGS AND/OR EXISTING CONDITIONS. 7. ALL NAILING SHALL BE FASTENED IN ACCORDANCE WITH TABLE 6. COORDINATE ALL ROOF PENETRATIONS, UTILITIES AND �F® 0847g2 2304.10.1 OF THE 2015 INTERNATIONAL BUILDING CODE , OR TABLE MECHANICAL CHASES WITH APPLICABLE TRADES 7. ALL NAILING SHALL BE FASTENED IN ACCORDANCE WITH ApfiESS1o�P�' R602.3(1)OF THE 2015 INTERNATIONAL RESIDENTIAL CODE AS TABLE 2304.10.1 OF THE 2015 INTERNATIONAL BUILDING REQUIRED. CODE OR TABLE R602.3 OF THE 2015 INTERNATIONAL 8. SEE STRUCTURAL NOTES SHEETS (S001 & S002) FOR ADDITIONAL RESIDENTIAL CODE AS REQUIRED. INFORMATION. 8. ALL ROGF RAFTERS SHALL HAVE A SIMPSON H2.5A 9. ALL INTERIOR AND EXTERIOR BEARING WALLS SHALL BE 2x(4 OR 6) HURRICANE TIE AT EACH TOP PLATE EAVE CONNECTION STUDS @ 16"O.C. UNLESS NOTED STUDS CONTINUOUS TO ALL BEAM BEARING LOCATIONS UNLESSSE. PROVIDE TRIPLE UNLESS NOTED OTHERWISE. SECOND AND THIRD FLOOR OTHERWISE NOTED. COORDINATE ALL WALL THICKNESSES WITH 9. WOOD POSTS SHALL BE CONTINUOUS TO DROPPED GIRDER ARCHITECTURAL WALL SCHEDULES. UNLESS NOTED OTHERWISE ON PLANS. PROVIDE SOLID FRAMING MODIFICATION 10. ALL FACE MOUNTED HANGERS TO BE STAINLESS STEEL OR SUBFLOSQUASH BLOCKS BELOW ALL POSTS BETWEEN TOP OF GALVANIZED STEEL COATED WITH TWO COATS OF PAINTS AND PROVIDE BAND TOP E DROPPED GIRDER BELOW. PLAN COMPLETELY ENCLOSED FROM SALT SPRAY. 10. PROVIDE BLOCKING BETWEEN RAFTERS AT SHEATHING 11. SEE S100 FOR ALL NEW PILE INFORMATION EDGE PER PLYWOOD ROOF DIAPHRAGM TYPICAL DETAILS ON SHEET S300. 11. SEE STFUCTURAL NOTES SHEET(S001 &S002) FOR ADDITIONAL INFORMATION. DWG BY:MOB P.I.C.: GKS SCALE: As Indicated S102 PROJECT NO.:21222 GEIz GDnE�in(Rar-s _ structural engineers 488 Montauk Ave. 460 Summer St.,Suite 411 2250 Main St. N<<�,Londnn.Cl t 7;7tf_, d,CI ',Ic,otd t (860)437-3259 (860)437-3259 (978)294-88o6 NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. I I I A B C (C.7 D (D.2 D.6 E E.8 F G H I I I I I I I I I I I I I I I I I f I I I I I ROOF DECKING PER I j 1 I PLAN I I I I I 5201 I I I I I SIMPSON CC4.62-362 I COLUMN CAPS TYP. I I I ROOF FRAMING & DECKING PER PLAN I I I I I I I I I SIMPSON ECC4.62-362 END I I I CONT. 2x BAND JOIST AT I CAPS EACH END I ALL DECK EDGES, PROVIDE DOUBLE 2x BAND NEW 6X6 BRACE EACH I I I I JOIST AT DECK EDGE I I T.O. DECK END W/2 SIMPSON _ _ I WITH RAILING---- I (2ND FLOOR) - - - - - - - KBS1ZTOP/BOT - - - - - - - � - - J - - � - - - - - - - - - I - - - - �� 19.67' . t NEW 6X6 POST TYP. OF 5 I I 8 I I $ S30 I S301 PROJECT PORCH DECKING PER PLAN { I PROVIDE 6x6 P.T. ! THE OLD MILL I I I I STUB POST B/W NEW GIRDER PER PLAN PILE& HIGH GIRDER ATT I T U C K TYP f { SIM. I I ( I I I I III I I I I 1 S301 T.O. DECK L - - - - - - - - - - - - - (1ST FLOOR) I I 2 2 2 3 2 S301 S301 (S301 I I II } S301 S301 1 I PILE PER PLAN TYPICAL SIM. SIM. 5775 WEST MILL ROAD WHERE MATTITUCK NEW YORK I I I I 1 I I I I I I I PERPENDICULAR GIRDER DOES APPROXIMATE WATER I NOT ALLOW PILE LEVEL VERIFY IN FIELD SEAT CUT, 1 1� + _ ' � No. REVISION/ISSUE DATE t I ; PROVIDE MTS12 ' 1 STAINLESS STEEL ;{{�$ 1' 0 PERMIT SET 10/25/2022 I I TWIST STRAP 1 UPDATED PERMIT SET 1/3/2023 APPROXIMATE SOIL I t 1 INSTEAD ,,_,_ti, -J• ,^ I ; LEVEL VERIFY IN FIELD y , i l` : >= \_ 1 WATER 2 PILE LAYOUT&1ST FLOOR UPDATE 6/5/2023 LEVEL -5.00 — ---AT-,\ 3 DECK ELEVATIONS CORRECTION 6/29/2023 ! i� ��" 1_- �L.;l_ >}` ��. ._.� �. - �.4-- r_.i. r +'-� i�..P - _� , - _'t.:•� _`,_ ,>_ r. �� _ .� _ _✓� I ,\�tl i�� f �-.�, �_,� 1 - ,� �)�_. �,. --�r ram,' i ref-� 7�' •, r.t, 'rS� r�." -r-ttf r-�"�,,-�;'' rs: \�� \ - S'` �'-i r�'1 T t!`-", �.... --��r�_.`r r 'i -'}�S- - =�.k� - ram-�- -. _, ,, �,/�-¢: ; ,��,� - 1c., _ •'-��± C__/ �C=.!`.-,/'1__ C-_ !'. ",C_ _/-- ._�1c,_ � _ U�, � ._ I \ �i"—' � _ "mac._.., I� L.J.=-.,`J�_,.��. 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(860)437-3259 (860)437-3259 (978)294-88o6 NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A COPYRIGHT(D 2017.THESE DRAWINGS OR ANY INFORMATION CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. 1 2 3 4 4.4 5 5.3 5.5 6 6.3 6.5 7 7.7 8 8.2 I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I { EXISTING ROOF FRAMING, DECKING,AND ATTIC FRAMING/DECKING TO REMAIN I S200 \ I I I I I I I I I I I I I T.O. DECK i — - a - - -- - - - - -+ - - - - -+ - - - — - - -+- - - - - - - - - - \ { - - - I - - - ORDFLOOR) 28.25 { I I I I I I I I I I I I I I I I { DGER FASTENED TO STUD W LLIWUOj 1S/4'z5'E EDGERLOK SCR WS @16" I I I 0 . FASTEN JOISTS TO LEDGER W/FACE I NEW ROOF FRAMING & r MUNT HANGERS. DECK�NG PER PLAN { HDR PER PLAN I I I NEW ROOF FRAMING I I NEW 2X @ 16"OC &DECKING PER PLAN STUD(WALL I I NEW STAIR E ISTING 2-STORY I FRAMING PER PLAN RUCTURE TO REMAIN T.O. DECK — - -r- - -- - - - —r- - - - - - — � - - - — - — - -r- - - - - - - - - (2NDFLOOR) 19.67 PROJECT NEW WOOD POSTS I I I I THE OLD MILL { { PER PLAN {, f CONTINUOUS 2X LEDGER FASTENED TO MATTITU C K STUD WALL{ NEW PORCH DECKING S( REWS @ 6/ I OC FA TEN OISTS TO NEW�TAIR BY OTHERS } I LEiDGER W/FACE MOUNT HANGERS. NEW FLOOR FRAMING RAILING AS REQUIRED & FRAMING PER PLAN I{ & DECKING PER PLAN 1 BY CODE TYPICAL DROPPED GIRDER NEW PORCH FRAMING {• � 1 I I I N W DROPPED FRAMI G BELOW I t. E G. STRUCTURE TYPICAL PER PLAN TYP. &DECKING PER PLAN _ � _ { � 11 4 {• III H2.5A STAINLESS STEEL S301 I S301 T.O. DECK - -4I� _ —_ _ _ _ _HURRICANE TIE AT EACH - _ _ - � _ _ Al III JOIST TO DROPPED _ 9.94 FLOOR) II GIRDER IK + ' T.O. OPEN III DECK - , _ 2 S301 I I { 5775 WEST MILL ROAD I I I I I I I I I I I I MATTITUCK, NEW YORK NEW PILES PER LAN TYP. i I I I No. REVISION/ISSUE DATE { WOOD PILE PER PLAN { 0 PERMIT SET 10/25/2022 I I _ TYP. APPR I I { 91 I 1 I 9 I 1 UPDATED PERMIT SET 1/3/2023 { { TO BEOVER VERIFIED XIMATE L�N FIEVEL ODF GRADE S3 1 ^{ S301 2 PILE LAYOUT&1ST FLOOR UPDATE 6/5/2023 APPROXIMATE LEVEL _� ,�_. , _, ;._ ,`.��1_, t -,1 _ a ,¢��,f - -s' -'t OF WATER TO BE r . ,� t` VERIFIED IN FIELD t-\l..J— `'�i�)_ _ i. J--��-. 1—,l_�_.,-, c`'J--yL- -J-,_-.,.J'. ---.." ,.J=i✓�r.l��_,., /_'- _ _ ��_J_�[_J�_. '' __ _ __`�_y✓. ✓ _ --__' t �� ? 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'�,1 ,d +,_,!` �`_a `_��' 1� l-� ,1�-1 1 , �? ; . �� - �' , 2 l I I ► I I I I ,�'� 1 BUILDING SECTION FACING EAST 084792 4i? q�FESSiO�P STRUCTURAL SECTIONS DWG BY:MOB P.I.C.: GKS SCALE: 1/4"=V-0" S201 PROJECT NO.:21222 i ee et'lE�inf=f=MS structural engineers 488 Montauk Ave, 460 Summer St..Suite 411 2250 Main St. SHEARWALL rh-w L r:,ndon.CF Si,: rdc,�! ct Co vxl t:;. SHEARWALL - ► SHEARWALL -- SHEATHING (860)437-3259 (860)437-3259 (978)294-88o6 SHEATHING SHEATHING ROOF NAIL FLOOR AND/OR ROOF NAIL FLOOR AND/OF, SIMPSON HOLD -- DECKING TO TOP PL. PER DECKING TO TOP PL. PER NEW SIMPSON HOLD 2x6 @ 16"O.C. DOWN ANCHOR EXG. FLOOR SHEARWALL SCHEDULE SHEARWALL SCHEDULE NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A DOWN ANCHOR EXG. FLOOR WALL FRAMING EXG. FLOOR DECKING TYP. COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION DECKING TYP. LVULSL CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR DECKING TYP. FLOOR/ROOF JOISTS& WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, RIM BD. DOUBLE BOTTOM DECKING PER PLAN WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE PLATE T/DECK DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. DOUBLE T/DECK T.O.D_ECK SEE PLAN BOTTOM PLATE - - SEE PLAN (SEE PLAN) INTERIOR SHEAR WALL FASTEN SHEATHING BLOCK SOLID W/FULL FLOOR/ROOF JOISTS& DEPTH BLOCKING B/W DECKING PER PLAN TO RIM BOARD JOISTS ALONG SHEAR DOUBLE TOP W/(3)-10d NAILS WALL LENGTH INTERIOR SHEAR WALL @ 6"o.c. (TYP.) DOUBLE TOP PL. BLOCK ALL HORIZ. HEADER(SEE PLAN) PLATE \ FASTEN TOP PL. TO EXG. FLOOR JOIST NOTE: NO SHEATHING EXG. FLOOR JOIST EXISTING DIMENSIONAL SEAMS IN PLYWOOD& BLOCKING W/ JOINTS ALLOWED LUMBER FRAMING NAIL PER SNV SCHED. LEDGERLOK SCREWS BLOCK ALL HORIZ. THREADED ROD BETWEEN THE TOP - SEAMS IN PLYWOOD& NEW SIMPSON HOLD - c (SEE SHEARWALL PL. &SOLE. PL. FASTEN SOLE PL. PER SHEARWALL DOWN ANCHOR SCHEDULE) &TOP PL.TO RIM SIMPSON HOLD SCHEDULE NAIL PER S/W SCHED. ROUGH OPENING BOARD W/16d NAILS DOWN ANCHOR BLOCKING AT @ 8"O.C. (TYP.) THREADED ROD PANEL EDGES (SEE SHEARWALL SHEAR WALL PARALLEL TO SHEAR WALL PERPENDICULAR - JACK STUDS KING STUDS (TYP.) SCHEDULE) FRAMING DIRECTION TO FRAMING DIRECTION 1 TYPICAL SHEAR WALL DETAILS r2 INTERIOR SHEAR WALL CONNX. DETAIL 3 TYPICAL HEADER BEARING DETAIL S300 3/4"= 1'-0" S300 3/4"= 1'-0" S300 3/4"= V-0" A SUBFLOOR DECKING & WALLS ABOVE PER PLAN FLUSH PSL PER PLAN SHEARWALL FASTEN END-POST 1/4"THICK GALV. SQUARE SHEARWALL ENDPOST PER ENDPOST PER PLAN TO LVL PER OPTION FASTEN END-POST FASTEN END-POST WASHER, TO MATCH -- 0 1 OR 2 TO LVL PER OPTION TO LVL PER OPTION BEAM WIDTH. NOTCH PLAN SIMPSON HDU 1 OR 2 .� 1 OR 2 -- �- BEAM AS REQUIRED HOLD-DOWN SIMPSON HDU ANCHOR PER PLAN PROVIDE SOLID --- FLOOR JOISTS/BEAMS HOLD-DOWN -- ANCHOR PER PLAN HDU ANCHOR BOLT SQUASH BLOCKS --T - BEYOND PER PLAN THRU BOLT INSTALL ADDITIONAL - A BETWEEN _ __ _ WHERE TWO FLUSH -- -- HDUANCHOR SIMPSON HDU _�____ _ - DROPPED GIRDER — - BEAMS WITH HDU'S BEAR - DROPPED PSL PER PLAN, FASTEN TO --; AND UNDERSIDE OF ON DROPPED PSL: NOTCH INTERSECTING PSL WITH SIMPSON BOLT INTO LVL ANCHOR @ LVL --- - — - j SUBFLOOR AS BOTH FLUSH BEAMS AS HHUS410 FACE MT. HANGER PER PSL LVL PER PLAN �� - - -- --- FASTEN LVL TO REQUIRED REQUIRED FOR WASHER INSTALL 1/4"THICK \T LVL PER PLAN BEAM W/SIMPSON TO COVER BOTH -- -- - _ - --- - HGUS FACE MT. WHERE DROPPED WHERE DROPPED TIMBER PILE PER PLAN 3" DIA. MIN. STEEL FASTEN LVL TO -- DROPPED PSL PER PLAN WASHER @LVL POST MATCH S/W HANGER -_____ BEAM IS STEEL: BEAM IS DOUBLE 3x ( -- THROUGH-BOLT HDU WITH GAP BETWEEN, THROUGH-BOLT OPTION 1 OPTION 2 OFFSET HDU END-POST SPEC OFFSET HDU TO BOLT INTO TOP PROVIDE 3/4"A36 BOTH PSUS W/3/4"0 DETAIL UNO ON PLAN)SIM. BM. DETAIL FLANGE, OR FIELD 1 GALV. PLATE, A307 GALV. BOLT TO OPTION 2 WELD BOLT TO THROUGH-BOLT HDU FLANGE. BOLT INTO PLATE 3/4 THICK GALV. DROPPED PSL PER PLAN, NOTCH A SQUARE WASHER, TO PILE AND THROUGH-BOLT PER HDU TO AA-A FASTEN PL. TO 3x WITH MATCH BEAM WIDTHS. TYPICAL DETAIL DROPPED BM. 5/16"0 LAG SCREW FASTEN PL.TO DETAIL DROPPED GIRDER W/ 5/16"0 LAG SCREW 4 TYPICAL HDU INTO LVL DETAIL 5 PSL TIE-DOWN DETAIL r6 INTERSECTING PSL ANCHOR DETAIL S300 3/4"= V-0" S300 V.= 1'-0" S300 1"= 1'-0" PROJECT THE OLD MILL MATTITUCK FULL PANEL APA RATED SHEATHING REFER TO PLANS FOR GRADE AND THICKNESS BLOCKING BETWEEN RAFTERS AT WALL FRAMING NAIL SHEATHING TO NAIL SHEATHING TO HDR. // W/8d @ 3"x3"GRID(TYP.) HDR. W/8d @ 3"x3"GRID(TYP.) •� v NEW LVL HDR. NEW LVL HDR. 8d NAILS AT 4"O.C. EDGE NAILING '\ /� / � \ \ a / / IN PERIMETER AREA '" \ w (SEE /. EXTEND HDR. 0 PLAN) , TO . \ o NEW 2x6 TOP PL. P/AOUTSIDE STUD NAIL Uj NEW 2x6 TOP PL. \ • \ w TO HDR. W/2 ROWS NAIL \' OF 16d NAILS @ 6"oc TO HDR.W/2 ROWS \• W 5775 WEST MILL ROAD NEW SIMPSON / OF 16d NAILS @ 3"oc 13 LSTA24 NEW SIMPSON LSTA24 o MATTITUCK, NEW YORK HDR.-TO-STUD STRAPF/ HDR.-TO-STUD STRAP �t ON INSIDE OF WALL ON INSIDE OF WALL SEGMENT SEGMENT 1/2 PANEL APA RATED SHEATHING \ , NEW(2)2x6 — NEW 2 REFER TO PLAN FOR GRADE STUD ( )2x6 AND THICKNESS No. REVISION/ISSUE DATE (TYP.2x) STUD (TYP. EA. SIDE) PROVIDE BLOCKING AT SHEATHING 0 PERMIT SET 10/25/2022 NAIL 1/2"CDX PLYWOOD NAIL 1/2"CDX PLYWOOD EDGE IN PERIMETER EDGE AREA 1 UPDATED PERMIT SET 1/3/2023 SHEATHING TO ALL SHEATHING TO ALL \ 2 PILE LAYOUT&1ST FLOOR UPDATE 6/5/2023 FRAMING MEMBERS W/8d ` @ 3"oc(TYP.) FRAMING MEMBERS W/8d \• \ 3 DECK ELEVATIONS CORRECTION 6/29/2023 @ 3"oC(TYP.) SIMPSON HOLD DOWN NEW(2) P.T.2x6 SILL PL. 8d NAILS AT 6"O.C. FIELD NAILING IN PER PLAN TYP. SEE W PERIMETER AREA • \\ . 8d NAILS AT 12"O.C. PANEL FIELD — -- DETAILS FOR HDU TO SIMPSON HOLD DOWN PER TYPICAL T-19_ DROPPED PSL PER PLAN, FASTEN TO DROPPED BEAM DETAIL PLAN TYP. SEE DETAILS FOR \ - INTERSECTING PSL WITH SIMPSON NEW(2) P.T. 2x6 SILL PL. HDU TO DROPPED BEAM HHUS410 FACE MT. HANGER PER PSL NEW 5/8" DIA.ASTM DETAIL F1554 HEADED ANCHOR NEW 5/8" DIA.ASTM THROUGH BOLTS F1554 HEADED ANCHOR '\ - _ = TIMBER PILE PER PLAN THROUGH BOLTS 8d NAILS AT 6"O.C. EDGE NAILING III H PROVIDE SOLID TYPICAL _ _ SEAL B EXISTING FLOOR JOISTS LOCKING BENETH WALL TO REMAIN - GIRDER PER PLAN DROPPED SLIER PLAN, BEAR ON SEE PLAN SEE PLAN U-PLATE AND THROUGH-BOLT WIDE BRACED WALL SEGMENT BRACED WALL SEGMENT FLANGE WITH TWO 3/4"0 A307 / I w GALV. BOLT DROPPED WF PER PLAN, PROVIDEif�P TYP. INTERMEDIATE TYP. ENDWALL SEGMENT 4'-0"PERIMETER EDGE AREA U-PLATE AND THROUGH-BOLT PER �Op 00479'1 WALL SEGMENT 4/S301 'gO�ESS�p�P 7 TYPICAL PI3RTAL FRAME DETAIL 8 TYPICAL PLYWOOD ROOF DIAPHRAGM 9 INTERSECTING GIRDER DETAIL S300 1/2"= V-0" S300 1/2"=V-0" S300 1"= 1'-0" STRUCTURAL DETAILS DWG BY:MOB P.I.C.: GKS SCALE: As indicated S300 PROJECT NO.:21222 LAP SHEATHING OVERRIM, structural engineers WALL SOLE OL., &WF ; 4 NAILER AS SHOWN, NAIL W/ 488 Montauk Ave. 460 Summer St.,Suite 411 2250 Main 5t. 10d @ 6' OC �3 NAILS @ 6" Nr,\v London.CF sIa f", cl.C( Ca!lcoaci,P 1,', OC INTO RIM(BOARD) (860)437-3259 (860)437-3259 (978)294-8806 P.T. POST PER PLAN FLOOR FRAMING ABOVE PER PLAN & EXISTING NOTICE:THESE DOCUMENTS ARE PROTECTED UNDER A 4 4.4 SIMPSON A35 S.S. CLIP ANGLE CONDITIONS COPYRIGHT©2017.THESE DRAWINGS OR ANY INFORMATION I EACH SIDE 5 POST(2 TOTAL _ CONTAINED HEREON,SHALL NOT BE DUPLICATED IN PART OR H2.5).STAINLESS STEEL WHOLE FOR ANY OTHER PROJECT,LOCATION,SITE,OR OWNER, PER POST) PORCH FRAMING/DECKING PER PLAN HURRICANE TIE AT EACH WITHOUT THE WRITTEN PERMISSION OF e2 engineers.THESE - UPPER DECK GIRDER PER PLAN I JOIST TO DR PPED GIRDER DRAWINGS SHALL REMAIN THE PROPERTY OF e2 engineers. �.---- WHERE PERPENDICULAR GIRDER �1 DOES NOT ALLOW PILE SEAT CUT, s UPPER DECK JOIST PER PLAN, PROVIDE MTS12 STAINLESS STEEL PROVIDE CONT.2x P.T. - FLOOR FRAMING ABOVE FASTEN TO GIRDER W/ TWIST STRAP INSTEAD PER PLAN & EXISTING ( LUC210Z S.S., TYPICAL NAILER OVERTOP FLANGE CONDITIONS I UNLESS NOTED OTHERWISE LIFT PER PLAN THROUGH BOLTED WITH 3/4"F593B S.S. BOLT W/S.S. i 2 48"OC STAGGEREDOLT @ H2.5A STAINLESS STEEL WASHER/NUT PORCH FRAMING/DECKING S301 i HURRICANE TIE AT EACH JOIST TO DROPPED TIMBER PILE PER PLAN, NOTCH PER PLAN SIM. WEB BLOCKING &5/8"0 GIRDER CUT PILE AS SHOWN TO I I _ A307 GALV. BOLT @ 48" (4) 3/4" DIAMETER F593B S.S. PROVIDE SEATS - v OC STAGGEREDI } I M BOLT W/S.S.WASHER/NUT. !; NEW GALV. STEEL SPACE BOLTS 3"FROM EACH i -— -I- --- ----- -- - - - N N GIRDER PER PLAN M OTHER, SET 4" FROM LUMBER 3/4"X 10"WIDE GALV.A36 EDGE TYPICAL LOWER DECK GIRDER PER PLAN LIFT FRAMING PER — �— CAP PL. 2/S101 _ NOTCH CUT PILE TO FIT 1 ; 3/8"X 6"WIDil GALV.A36 SIDE PT GIRDERS ( PLATES WITS (2)3/4"0 A307 NEW TIMBER PILE SEE PILE PER PLAN TYP. NOTCH AS REQ'D E GALV. THROUGH-BOLTS PLAN FOR LOADING AND LOWER DECK JOISTS/DECKING FOR GIRDER SEAT& STAINLESS STEELTHROUGH-BOLT AS SHOWN NEW TIMBER PILE SEE LOCATION PER PLAN FASTEN TO GIRDER W/ PLAN FOR LOADING AND LUC210Z S.S. TYP. 1/4" LOCATION 1 UPLIFT PILE CONNECTION DETAIL r2 TIMBER PILE BEAM CONNECTION GRID 4 3 LIFT SUPPORT FRAMING r4 STEEL TO PILE CONNECTION S301 3/4"= 1%0" S301 3/4"= V-0" S301 1/2"= 1'-01, S301 3/4"= V-0" 2 ROOF RAFTERS PER PLAN. 6X6 P.T. x 14"LG. TYP. 5x. RIP INSTALL HURRICANE CLIPS AT LIMITS OF UPPER SHEARWALL-REFER TO PLAN ALL BEARING LOCATIONS. REFER 6X6 TO FIT B/W PSL'S AS REQ'D TO ROOF FRAMING PLAN FOR CLIP SPEC PROVIDE SOLID 2x BLOCKING AT ALL HORIZONTAL ADJOINING PANEL EDGES 2 / NAIL PANEL EDGE TO BLOCKING PER SHEARWALL SCHEDULE. PLYWOOD SHEARWALL SHEATHING \ -------------- PER SCHEDULE-TYP. WALL ABOVE PER PLAN END POST PER SHEAR I I I 1/2"A36 GALV. U-PLATE, THROUGH-BOLT PSL'S&6X6 WALL SCHEDULE-TYP. I I I THROUGH-BOLT TO FLUSH BM. WITH (2)3/4"0 A307 GALV. 2x STUDS 2x STUDS W/3/4"0 A307 GALV. BOLT BOLT PER 6X6, 10 BOLTS TOTAL AT 16"O.C. AT 16"O.C. ( EACH, 5/16"0 LAG SCREW INTO TOP OF EACH PSL(CENTERED FASTEN PSL W/SIMPSON HHUS SIMPSON HOLD DOWN — \ — — — — — — — — — + — — — t — — OVER PSL), 6"MIN. GALV, HANGER TYPICAL ANCHOR PER SW SCHEDULE I I i I I PENETRATION TYP. P.T. PSL PER PLAN PROVIDE POST BELOW TO I b T.O. DECK MATCH\ SHEARWALL POST ABOVE ( I I d 9.ST FLOOR) 7 D E D L v DETAIL L RIM BOARD TYPICAL 9.94 ROPP P CONNX. TAI S301 1"= 1'-0" CENTER PLYWOOD VERTICALLY FLUSH BEAM PER PLAN PROJECT \ \ AT RIM BOARD-TYP iv JOISTS PER PLAN DECK EDGE BEAM 77 \i i i 7L I I \r 1 1 THE OLD MILL PLYWOOD FLOOR DIAPHRAGM \ PER PLAN o MATTITUCK OPNG. I / x STUDS I AT 16"O.C. I PROVIDE SOLID 2x BLOCKING AT I _ _ SIMPSON ACE POST CAP OPNG. ALL HORIZONTAL ADJOINING © I PANEL EDGES, NAIL PANEL EDGE SIMPSON HOLD DOWN TO BLOCKING PER SHEARWALL I DEC DIAG. I I �' SCHEDULE BRACE PER \ ANCHOR PER SW SCHEDULE \ \ DROPPED GIRDER PER PLAN SCREW DIAG. BRACE INTO \ \ f PLAN, CONNX. TO PILE o xx 6' LG. GALV. LAG SCREW. PER DETAILS COUNTERSINK DIAG. BRACE M AS SHOWN LIMITS OF LOWER SHEARWALL-REFER TO SCHEDULE— - BEAM PER 5/8"LAG SCREWS AT 48"O.C. - PLAN AND DETAILS 11 DECK POST PER PLAN 5775 WEST MILL ROAD S301 MATTITUCK, NEW YORK 5 TYPICAL WOOD SHEARWALL 2 - STORY r6 FLUSH BM. - DROPPED GIRDER TYP. BRACE DETAIL S301 1/4"= 1'-0" S301 1"= 1'-0" S301 3/4" = V-0" o. REV( I N/I UE DATE 0 PERMIT SET 10/25/2022 1 UPDATED PERMIT SET 113/2023 2 PILE LAYOUT&1ST FLOOR UPDATE 6/5/2023 B A 3 DECK ELEVATIONS CORRECTION 6/29/2023 EXISTING TIMBER POST TO BE CUT FOR BUILDING LIFT OPERATION, CUT WITH SHIPLAP JOINT AS SHOWN r - - - - (V NEW 1/4"x8"x1'-8"A36 I iv STEEL PL. EACH SIDE I OF SPLICE(CENTERED WITH POST AS SHOWN) I IJI - O FRAMING/DECKING t I ABOVE PER PLAN THROUGH-BOLT SHIPLAP SPLICE WITH I I SEAL NEW(2)3/4"0 A307 I I A11110. ^ TIMBER PILE PER BOLT I i., O'F E{� PLAN TYPICAL _ _ __ a ~P� G , 0 > N FLOOR FRAMING ABOVEPER / r B A CONDITIO S EXISTING NEW WOOD POST r .�� I w --� (2)3/4"0 STAINLESS w EXTENSION z , STEEL BOLT TYP.AS TNSION TO MATCH _ H2 ----' '� SHOWN EXG. TIMBER POST - - .......-- — .5A STAINLESS STEEL �� C'► DIMENSIONS, CUT WITH - HURRICANE TIE AT EACH SHIPLAP JOINT AS SHOWN 3/4 JOIST TO DROPPED GIRDER �'�poF8179��P�'� 0 STAINLESS ® � EgS10 STEEL BOLT TYP.AS BLOCK B/W JOISTS W/ SHOWN 2x6 P.T. FLAT AS (2) 3/4" DIAMETER F593B S.S. (2)3/4"0 STAINLESS SHOWN, LAG SCREW BOLT W/S.S. WASHER/NUT STEEL BOLT TYP.AS THROUGH NEW POST NOTCH CUT PILE TO FIT Ski SHOWN EXTENSION AS SHOWN PT GIRDERS A, W/(2) 1/2 0 LAG SCREW NEW FLOOR Z Z NEW TIMBER PILE SEE WHERE TWO DROPPED O ,. TOP OF WATER AT FRAMING & PLAN FOR LOADING AND GIRDERS MEET AT PILE, STRUCTURAL DETAILS < DECKING PER PLAN M LOCATION HIGH-TIDE OR GRADE, CENTER OVER PILE AS Q,' � WHICHEVER IS HIGHER, A—A B—B SHOWN AND BOLT W/2 GC COORD. BOLTS PER GIRDER, FOLLOW 4" DIMENSIONS SHOWN. NOTE: CENTER OF SPLICE TO BE 18" 4" A MAXIMUM ABOVE TOP OF SUBFLOOR DECK 5" MIN. - WHERE DROPPED GIRDER IS 2" 2" CONTINUOUS OVER PILE, P.T. 3x8 CROSS- ONLY 2 BOLTS REQUIRED, BRACE A-A CENTERED OVER PILE. DWG BY:Moe 9 3 0 1 PILE BRACING DETAIL 10 POST SPLICE DETAIL 11 DROPPED PSL GIRDER DETAIL - P.I.C.: GKs S301 3/4"= V-0" S301 1"= V-0" S301 3/4"= V-0" SCALE: As indicated PROJECT NO.:21222 LA A rLq E N D M E N T "It is a violation of the State Education Law for any person, Architect of Kecor _-1 �_ --)L� 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 JM2 J or her signature and the date of such alteration, and a � U 'lr 't.r specific description of the alteration." [�+,/+ e ,10C u r C Q P.C. r----- °oe This plan is approved only for the work indicated on the LIGHTING SYSTEMS COMMISSIONING THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST I application specification sheet. all other matters are not to be PRINTING AND 2020NYSRC, 1ST PRINTING. relied upon, or to be considered as either being approved or JM2 ARCHITECTURE, PC in accordance with applicable codes. NOTES: 2410 NORTH OCEAN AVENUE 1 THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT r SUITE 300 FUNCTIONAL TESTING: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS FARMINGVILLE, NY, 1 1738 AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. T 63 I .320.3305 F� 63 1 ,320.3307 IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE SECTION C408.3, PRIOR TO PASSING FINAL INSPECTION,THE _ --- - - __-__---�---1 REGISTERED DESIGN PROFESSIONAL SHALL PROVIDE EVIDENCE THAT THE LIGHTING i Applicant: CONTROL SYSTEMS HAVE BEEN TESTED TO ENSURE THAT CONTROL HARDWARE AND O EXTERIOR LIGHTING KEY NOTES � _ Anthony SOFTWARE ARE CALIBRATED,ADJUSTED, PROGRAMMED AND IN PROPER WORKING X Martignetti w;, I 8 East Mar St, Apt 3 CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND i 0 X I ` p MANUFACTURER'S INSTRUCTIONS. FUNCTIONAL TESTING SHALL BE IN ACCORDANCE q ; New York, NY 10 128 WITH SECTIONS C408.3.1.1 THROUGH C408.3.1.3 FOR THE APPLICABLE CONTROL TYPE. 1. TIME CLOCK CONTROL ZONE 2 - EXTERIOR DECORATIVE BUILDING FACADE/FRONT OR - 9 (9 17) 535 - 3777 LANDSCAPE LIGHTING TO BE PROVIDED WITH CONTROLS TO COMPLY WITH SECTIONS12,OCCUPANT SENSOR CONTROLS: C405.2.6.1, C405.2.6.2 AND C405.2.6.4 C405.2.6.1 DAYLIGHT SHUTOFF USING AN X -- k- �_7] WHERE OCCUPANT SENSOR CONTROLS ARE PROVIDED,THE FOLLOWING PROCEDURES 9 CD ® a , Arch Itect of Record EXTERIOR PHOTOCELL. ----_- SHALL BE PERFORMED: 0 0 -`- -"-_{ ; JM2 Architecture, PC 2. C405.2.6.2 - DECORATIVE LIGHTING SHUTOFF FROM NOT LATER THAN ONE HOUR AFTER 0 @ o i�.- - 1. CERTIFY THAT THE OCCUPANT SENSOR HAS BEEN LOCATED AND AIMED IN A �--;---� 24 10 North Ocean Ave, Suite 300 ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS BUSINESS CLOSING TO NOT EARLIER THAN ONE HOUR BEFORE BUSINESS OPENING. C1. - ( Farmingville, NY, 1 1738 2. FOR PROJECTS WITH SEVEN OR FEWER OCCUPANT SENSORS, EACH SENSOR SHALL 3. C405.2.6.4 - EXTERIOR TIME-SWITCH CONTROL FUNCTION VIA A TIMECLOCK OR MOTION _._.__. B I (G31) 320 - 3305 BE TESTED. SENSOR 3. FOR PROJECTS WITH MORE THAN SEVEN OCCUPANT SENSORS,TESTING SHALL BE i I MEP Eng I neer: DONE FOR EACH UNIQUE COMBINATION OF SENSOR TYPE AND SPACE GEOMETRY. 4. EXEMPT LIGHTINGS CONTROLS INCLUDE, AREAS DESIGNATED AS SECURITY OR EMERGENCY 0 ® ' Emtec Consulting Engineers DPC WHERE: MULTIPLES OF EACH UNIQUE COMBINATION OF SENSOR TYPE AND SPACE AREAS THAT ARE TO BE CONTINUOUSLY LIGHTED AND EMERGENCY LIGHTING THAT IS GEOMETRY ARE PROVIDED,NOT LESS THAN 10 PERCENT AND IN NO CASES FEWER NORMALL OFF (PER C405.2 EXCEPTIONS #1 & #3). ® a f 3555 Veterans Memorial highway, Suite M THAN ONE, OF EACH COMBINATION SHALL BE TESTED UNLESS OTHERWISE NOTED. 0 0 I Ronkonkoma, NY 1 1 779 WHERE:30 PERCENT OR MORE OF THE TESTED CONTROLS FAIL,ALL REMAINING I (G31) 35G - 217G IDENTICAL COMBINATIONS SHALL BE TESTED. O INTERIOR LIGHTING KEY NOTES -- VERIFY THE FOLLOWING: { -� � _�. -._-__.._._.____��. .__.___- -__- Urveyor: 3.1 WHERE OCCUPANT SENSOR CONTROLS INCLUDE STATUS INDICATORS,VERIFY Nathan Taft Corwin CORRECT OPERATION. 1 . VACANCY SENSOR (AUTO OFF, MANUAL ON/OVERRIDE WITH DIMMING AND 156G Main Road, 3.2 THE CONTROLLED LIGHTS TURN OFF OR DOWN TO THE PERMITTED LEVEL MANUAL OFF)(C405.2.1 AND C405.2.1 .1). EXCEPT PUBLIC CORRIDORS, Jamesport, NY 1 1947 WITHIN THE REQUIRED TIME. STAIRWAYS, RESTROOMS, PRIMARY BUILDING ENTRANCE AREAS AND LOBBIES, SECOND FLOOR (R2) LIGHTING PLAN ATTIC (R2) LIGHTING PLAN (G31) 727 - 2090 3.3 FOR AUTO-ON OCCUPANT SENSOR CONTROLS,THE LIGHTS TURN ON TO THE MANUAL FULL AUTOMATIC ON IS PERMITTED. - 2. TIME CONTROL ON/OFF WITH MANUAL OVERRIDE (C405.2.2) WITHOUT 50% SCALE: 1/16 1 0 SCALE: 1/16 PERMITTED LEVEL WHEN THE OCCUPANT ENTERS THE SPACE. LIGHT REDUCTION WITH MANUAL CONTROL. OCCUPANCY SENSORS ARE TO 3.4 FOR MANUAL-ON OCCUPANT SENSOR CONTROLS,THE LIGHTS TURN ON ONLY ACTIVATE LIGHTS AFTER HOURS FOR MAINTENANCE PURPOSES. Project Name WHEN MANUALLY ACTIVATED. 3. SPECIFIC APPLICATION CONTROLS (C405.2.4 #4) (NOT APPLICABLE). 5775 W Mill Road THE LIGHTS ARE NOT INCORRECTLY TURNED ON BY MOVEMENT IN ADJACENT 4. EMERGENCY LIGHTING TO BE PROVIDED FROM UNITARY BATTERY PACK AREAS OR BY HVAC OPERATION. FIXTURES (C405.2 EXCEPTION #3). 5. OCCUPANCY SENSOR SET FOR 30 MINUTES TO OVERRIDE TIME CLOCK FOR -- `- - -- - TIME-SWITCH CONTROLS: NOS' AFTER HOURS AND BE DEACTIVATED DURING NORMAL BUSINESS HOURS. -- ��=�; F�-��, i ! �----- Protect Address WHERE TIME-SWITCH CONTROLS ARE PROVIDED,THE FOLLOWING PROCEDURES SHALL REFER TO LIGHTING PLANS DWGS E-201 AND E-202 FOR RESPECTIVE i _ m BE PERFORMED: LIGHT FIXTURE SCHEDULES. I 5775 W Mill Rd, I - ` �-9�"-�I i t i i 1. CONFIRM THAT THE TIME-SWITCH CONTROL IS PROGRAMMED WITH ACCURATE 2 5 0 ----- WEEKDAY,WEEKEND AND HOLIDAY SCHEDULES. Mattituck, NY 1 195 2 2. PROVIDE DOCUMENTATION TO THE OWNER OF TIME-SWITCH CONTROLS PROGRAMMING INCLUDING WEEKDAY,WEEKEND, HOLIDAY SCHEDULES,AND RESIDENTIAL (DWELLING LINES) LIGHTING EQUIPMENT COMPLIANCE Il ,o) i Protect Type SET-UP AND PREFERENCE PROGRAM SETTINGS. 3. VERIFY THE CORRECT DATEAND TIME IN THE TIME-SWITCH. zozo Nvsuc NA - NOT APPLICABLE P - PROVIDED Renovation 2U2U NYSECCC R - REQUIRED NR - NOT Y ! ,{ __. 4. VERIFY THAT ANY BATTERY BACK-UP IS INSTALLED AND ENERGIZED. REQUIRED ¢_ -- --`- - - ----u ' 5. VERIFY THAT THE OVERRIDE TIME LIMIT IS SET TO NOT MORE THAN 2 HOURS. 6. SIMULATE OCCUPIED CONDITION. VERIFY AND DOCUMENT THE FOLLOWING: BUILDING REQUIRED HOW AND WHERE IS I (, 0 I Revisions CHAPTER, I TOPIC ACTUAL ( -- CODE SECTION /ALLOWED COMPLIANCE INDICATED 07-18-22 ISSUED FOR SCHEMATIC DESIGN 6.1 ALL LIGHTS CAN BE TURNED ON AND OFF BY THEIR RESPECTIVE AREA CONTROL �11 ENERGY N1104.1 (R404.1) LIGHTING R P SEE LIGHTING FIXTURE m SWITCH. CONSERVATION EQUIPMENT (MANDATORY) SCHEDULE ON THIS DRAWING �~ } = i ,, ,,� �!�1 I I-04-22 ISSUED FOR PERMIT 6.2 THE SWITCH ONLY OPERATES LIGHTING IN THE ENCLOSED SPACE IN WHICH THE 1 2020 NOT LESS THAN 90% OF NYSECCC PERMANENTLY INSTALLED "HIGH-EFFICACY" AS DEFINED IN SWITCH IS LOCATED. -- FOR R LIGHTING FIXTURES SHALL R202, 90% OF ALL LAMPS • :-•- •� �.; ,� --�-- -I�..�t' 7. SIMULATE UNOCCUPIED CONDITION. VERIFY AND DOCUMENT THE FOLLOWING: OCCUPANCIES ONLY CONTAIN INSTALLED MUST MEET THE UP TO 3 HIGH-EFFICACY LAMPS. FOLLOWING CRITERIA: 7.1 NONEXEMPT LIGHTING TURNS OFF STORIES WATT 7.2 MANUAL OVERRIDE SWITCH ALLOWS ONLY THE LIGHTS IN THE ENCLOSED SPACE LOW-VOLTAGE LIGHTING EXCEPTION: WATTS LUMENS/ (min) 4T � WHERE THE OVERRIDE SWITCH IS LOCATED TO TURN ON OR REMAIN ON UNTIL over 40 60 1 2 3 { ' - r l- ( l over 15 to 40 50 THE NEXT SCHEDULED SHUTOFF OCCURS. 15 or less 40 DOCUMENTS REQUIRED TO BE PROVIDED: - I I I I I I ALL DOCUMENTS DESCRIBED IN THIS SECTION SHALL BE PROVIDED TO THE BUILDING OWNER OR OWNER'S AUTHORIZED AGENT WITHIN 90 DAYS OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY. F- CONSTRUCTION DOCUMENTS SHALL INCLUDE THE LOCATION AND CATALOGUE _ I NUMBER OF EACH PIECE OF EQUIPMENT. MECHANICAL COMMISSIONING NOTE MANUALS: COMMISSIONING IS NOT REQUIRED FOR "MECHANICAL SYSTEMS AND SERVICE AN OPERATING AND MAINTENANCE MANUAL SHALL BE PROVIDED AND INCLUDE THE FOLLOWING: WATER-HEATING SYSTEMS" IN ACCORDANCE WITH SECTION C408.2. 1. NAME AND ADDRESS OF NOT LESS THAN ONE SERVICE AGENCY FOR INSTALLED EQUIPMENT. 2. A NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE, INCLUDING RECOMMENDED SETPOINTS. FIRST FLOOR LIGHTING PLAN 3. SUBMI17AL DATA INDICATING ALL SELECTED OPTIONS FOR EACH PIECE OF THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND LIGHTING EQUIPMENT AND LIGHTING CONTROLS. SCALE: 1/16" = 1 '-O" AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 4. OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF LIGHTING ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A EQUIPMENT. REQUIRED ROUTINE MAINTENANCE ACTIONS, CLEANING AND VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. I RECOMMENDED RELAMPING SHALL BE CLEARLY IDENTIFIED. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PERSONAL JUDGMENT; 5. A SCHEDULE FOR INSPECTING AND RECALIBRATING ALL LIGHTING CONTROLS. STATE EDUCATION LAW. THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES)OF THESE PLANS AND SPECIFICATIONS ARE IN(OMPLIANCE WITH SECTIONS C403, C404, C405, Drawing Title REPORT': A REPORT OF TEST RESULTS SHALL BE PROVIDED AND INCLUDE THE FOLLOWING: C406.3 AND C408.3 OF CHAPTER 4 [CF.1 "COMMERCIAL PROVISIONS " OF THE 2020 NYSBC. ENERGY CODE 1. RESULTS OF FUNCTIONAL PERFORMANCE TESTS. 2. DISPOSITION OF DEFICIENCIES FOUND DURING TESTING, INCLUDING DETAILS OF COMPLIANCE 5HEET I CORRECTIVE MEASURES USED OR PROPOSED. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST PRINTING AND 202ONYSRC, 1ST PRINTING, SCTM# 1000-I OG-G-3 APP No: I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT SCDHS No.. JM2 #: 2022-0642 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS Planning #: DATE: 5/3/2022 AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. - SEAL t SIGNATURE: DE51GNED BY: r DRAWING NO. TITLE CHECKED BY: AR5 EN-001.00 ENERGY CODE COMPLIANCE SHEET 1 �� of NE SCALE: A5,n6icated SO, EN-002.00 ENERGY CODE COMPLIANCE SHEET 2 �� " ��0 DWG No: EN-003.00 ENERGY CODE COMPLIANCE SHEET 3W Aft Aft a EN-004.00 ENERGY CODE COMPLIANCE SHEET 4 EN-005.00 ENERGY CODE COMPLIANCE SHEET 5 �R 053`5" 149 EN-006.00 ENERGY CODE COMPLIANCE SHEET 6 °Fa`s 510� oul "It is a violation of the State Education Law for any person, rc itect of Kecor�F_ 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 ItemJM2 '�0MC'h6Ck 5of ware Verslon �4.1.5.5 � 'COMCiheCk Strftware,Vler5 on' 4.L5.�1 "�GII�C�fC'C� St��War@ �If�r51t]t1 �4.1".5.� his or her seal and the notation "altered by" followed by his or her signature and the date of such alteration, and a ,, „ ■ ; _ j , .. . . . - specific description of the alteration." �Cl rlflr 1...I 'I 111+ °>>w.MC)I�Y1�I�Itf r1C @. rfificate 'Ederior `Litghtii1 ,'�t)molia'nce-Cetti ic- at #CIE+ i C i1iG � 6mp' liabee V' IlICsG1 E: This plan is approved only for the work indicated on the U �+ itecture pC• 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. role c+ ect Information Project information Prtiject lnform6f%on' 2410 NORTH OCEAN AVENUE Energy Code 2618 IECC Energy Code: ' 2018 IECC Energy Code: 2018 IECC SUITE 300 !n!�tiiC'Rd: Project rtle: ��'i5 vv Miil tad project Title: ??5 W Miil Rd FARM i NGVI LLE, NY, 11738 Project type; Alteration' Project Type: }alteration Location; Mattituck;New York.` T 631 ,320.3305 FI 631 .320.3307 Exterior Llghtirig Zone. 2'(Neighborhtod business ttistrict(L2jj' Climate Zone da ton6tr#.iefton Site° �own60Agen#` f7esignetlContrattor," project Type: AfteralirSn. Applicant: Construction' sit>3: ;t:�wneriAgentr t)esign�rtiontractor:" Anthony Martignettl Allowed Interlor�,..ighting Power construction site: Owner/Agent' Designer/Contractor: Allowed-Exterior LI htin " Power-, 8 East 92nd 5t, Apt 3 A 8" . C.` D g Ar�_ra categciry. FioorArea Allowed Allowed Watts 'A .g' ° °C is`, E Mechanical Systems list New York, NY 10128 (ft2} . .. `Watts I ft2 (8 X C) Area/Surfacia Category ,quahtlty.• ;Allowed" , Tradable' Allowed Watts I ) 535 - 3777 9illatts I Unit 'Wattage ,(8,X C) nti $ sfiem T e i3�Descrl vtlon 1-Dining:Bar Loungell- isure 1460 0,90 -A 314 _.-..... ua1' � 'HVAC"System 1(Singfe Zone}-. Total Allowed Wafts '1314 Miningtareai . _ . -, 936tt2 0:65_', . Yes 608 > VRF Condensing Unit,Air Cooled Heat Pump Architect of Record : Proposed osed Interior Ll Min Power " Total Tradable Wallis(a}= 608 Heating Mode-Capacity 135 k8tu/h, p g g - Total AI►awed wallas -Sa8 No minimum efficiency requirement a§ppltes JM2 Architecture, PC A' S" C" D E o f pl a #a ¢ Cooling Mode:Capacity=120 Whilh, Fixture iD;Description T Lamp 1,Wattage Per Lamp!Ballast ° Lamps! #tsf` 'Fixture (G K D) d p em n - Na minimum efficiency requirement applies Ave, 5uite 300 2410 North Ocean T cal Allowed Su 1 watts`(b}; ot� e Fixture Fixtures `Watt. (a)Wattage tradedffs are txtily aitowe between tradable areaslsurfaces: Fart System', None ' Farmingville, NY, 1 1735 (b)A supplemental'alloWgrim cqu81 to 400 watts may 11A applied toward cbrrtpiianC6 of both non-trada6fe and tradable areaslsurfaces. 1 AHU 1 (Single Zone (631) 3 20 - 3305 b�Ln�ig:;13ar j,osr8gr�Leisure{1460 sct.tt.l . _ - ( g }� LED 1:Fi,ROUND RECESSED.,LED PAR 15W:, '1 14 t5 21() Proposed Exterior Lighting Power Coaling:I each-VRF zone Fan Unit,Capacity=72'k tulh,No Economizer,Economizer exoeptian:Low Capacity Residential GEt3 :F2 PENDANT.LED A Lamp 13W: ( 3 t5 $5 A $. tv No minimum efficiency requirement applies MEP E n GJ I n e e r: LED 3:F3:WALL SCQNCE:LED other Fixture Unit 16W: i," 14, 15 210 Fixture ID;Description I Lamp I Wattago Per Lamp tl allast i gimps! #bf Fixture (G X D) Fan System: ai,u-1—Compliance nameplate HP method}' Passes ' LED F5:WP t+t Ll_SCONCE.,LEIJ Other`Fixture unit 16Wr: t t� t>; 12� ;Fixture Fixtures :Watt. Emtec Consulting Engineers DPC ILED 5:F8:WP RECESSED:LED PAID ISW; i 2: 15 30 Fans: Dining area(936.ft2):Tradable Wattage FAN I Supply,constant volume,17'6b CFM,0.8 motor narnepiate hp,0.0 fan efficiency grade 3555 Veterans Memorial Highway, Suite M -Total Proposed Watts= 615 LED 1:F8:EXT WALL SCONCE:LED Other Fixture Unit'16W: fi :;l .$' 15 75` 79 1_11 ...,..: , Other Fixture unit 16W: 1 .2' 15 . 30 ' Ronk nkoma NY I I , ,;... .;,..�;,. ,., < ; :.,., :� Cooling.,1i each Zone).-, Zone Fan Clni# Ca c "l3 ri iz r . ,..,, .. .. ..;:;„ 3 k o C conomizerex .Low Residential - ,� , ..;r•,,e : a,,;..: ., ."'.. ,f.', r 1 g Pa nl'� s tuff N "E o otn a 'E ton- Capacity fie 3 1356 2176 s,r w.�.za«.. .s�u' ,w..:,aa«r«„aut,;r„a.k»s :uss:.,4.: ,�:rd bszkws:fr.RL .wlaaz.0 aaSikJCw":e"' w,«"`- »;3,L,«sy.�d47✓*;s�✓`,ia:ur,z,'S✓,z% ,;;is;.a,a,..,. ,,6w,e.r .w✓w«untfisv,c,.:.. aa..�,..,......,.n al T 4 - (6 H :: No' inimum efficfe re biremen a plies Interior LightingCompliance Tot Tradable Proposed w-tt 05 m ncy q p - ) Statement. {, ...t -Fan System:-AHU-2-Compliance'(Motor nameplate HP meth6d t Passes ♦� '$N. �1, M e i Surve or• y Po ..»>.e.e w w'�.rwc.,._.me«w.:w„+a`r'e ;+«<�a°'.L$A$iAi" � "%�'u�n C'omplrance Stater'rrent. The proposed interior lighting alteration�rojecfire�inasented rn th[s document-is ttat�sistent watt the _ � »��- u w �� .�:-, �=.�:f��.:.� -4��:�'_- �: z`� � �.� : building plans,specifications,"and Other calculations submitted with this permit application.The proposed Interior lighting Fens', Nathan Taft Corwin Exterior Lighting Compliance Statement systems"have been designed to meet the 2018 IECC requirements in COMchetk Version 4.1.5.5,and to comply with any 'AH 12 Supply,Constant Volume,1055&M,ti.5 motor nameplate hp,.f1.0"fan efficiency grade : 1586 Main Road, applicable mandatary requirements listed in the Inspection Checklist," Compliance Statement: The proposed exterior lighting alteration project represented in this document comtistcht with the building plans,specifications,and other calculations submitted with this permit application.The proposed exterior lighting 1. AHU-3(single zone): Jame5port, NY 1 1947 Andrew R. Solono, P.E. p� NEW systems have been designed to meet the 2018 IECC requirements iri COMcheckVersion 4,1.5-3 and to comply with any Coolingr I each-VRF Zone Fan unit;Capacity=18 kf3tulh,`No t coriamizer,Economiierezception:Lrnn+Capacity t�es�ential Name-Title : _.. .. Signature 't� � R.gD ,p mate . mandatory q No minimum efficiency requirement applies (631) 727 - 2030 {) applicable mandato re ulrements listed in cite inspection Checklist, ,' <y� Andrew R. Solono," P.E. OF NE14, Fan System: AHU-3-•Compliance(Mbtorr►ameptate HP method).Passes. p ate o * Name-Titre Project Signatures, SQ .p Fans- rojec Name <�pr� 'f• "'FAN 3 Supply,Constant Volume,530 CFM,0:3 motor nameplate hp,O.6 fan efficiency grade C3 * 1 'Water Neater 1: 5775 W Mill Road b• a r ; �' w lifectrlc"'-Storage Water Heater;Capacity:80 gaitons,w!-Circulation Pump - ._ _. O�y 53 4 5 '.Proposed Efficiency:0.84 SL,%lh(if>12 kW),Required Efficiency.0.84 SL.%1h(if>12 kW)' SSIO p Project Address �$��`'� ''� Mechanical.Korn fiance Statemett � oFESSTO ComplianceStatement. The proposed mechanical alteration project represented In this document is consistent with the building 5775 W Mill Rd plans,specifications,and'other calculations submitted with this permit application.-The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.-5.5 and to comply with any applicable mandatory ' requirements list n the Inspection Checklist. M a tt I t U c NY I 1952 listed Pr+ojectfitfe 5775 W Mrll Rtt Report date: 11I07/22 ProlectTitle. 5775 W Mill ftd Report ate: I1%57/22 l rolectTitle: 5775 W Mill-Rd- __.__,_.____..-._.._....._."___.__________..-----._....._..._.-..._-___._._-_ __ Pepp dater I rCi7/22 data f#lenam ..' "B `i u s -- r Project Type e J t6 83tCa c latron 1COf+�criecict577SrNV�M€If�'Rd�:R"EV-`Y_c�cic Page is of 18 Data filename:,'j:158831Ca1wlationsCCONtcheetcN577'S W_Mfit�Rcl"it'EV='T:tci�- Page 2 of 18 Data filename:. J:\68831catccitationsl'COMcheckN577S W�MNt,,Rd'REV-T.cck Page 3 of 18 yp Renovation Df.NEW �� ReVl51on5 Andrew P. Saggese, P.E. �ac,R' ¢�w P-846,E P„_ Comcfyeck Software "Ve'rslon A•.1.5.5 07-18-22 ISSUED FOR SCHEMATIC DESIGN ame-Title signatured+fi _ Date t 1 1-04-22 ISSUED FOR PERMIT 1nsPiec i0" ih C lie&`1is� . ° Energy Ct�d : 2�J1$ IECC �. e� Q.•� RequiremCtits: 300,0% Were addressed directly 16 the_tbM'iCheck sofEware !D'f pw Text in the"Comments/Assumptions".column is provided by the user'In the�COMcheck'Requirementsscreen,for each aFESS1 requirement, the user certifies that a code requirement will be met and how that Is documented,or that an exception is being claimed,"Where compliance is Itemized in a separate table,a reference to that table Is provided, #' . : Plan Revievir +Cempties tomttrgrits1AssGrnptithis r 'neq.iD C103.Z ;glans;specifications,and/or ,Complies ;Requirementwllt be Met. IPR2]1" ',calculations provide all Information -♦]Does Not d ;with which compliance can be x determined for the mechanical I�Not Obser4ablp` ;systems and equipment land - �I]Not Applicable sdocument where exceptions to the standard are claimed,Load =calculations per acceptable ;engineering standards and rhandbooks. C103.2" ' :Plans,specifications,and/or OCrsmplies. 'Requirement will be met, l:PR3]1 ,calculations provide all information iEIDaes Not with which compliance can be [JNbt Observable- :heating for the Service water heating systems and equipment arid .',ONot Applicable document where exceptions to the `standard are claimed.Hot water system sized per manufacturer's sizing guide. C103.2 ,Plans,specifications,and/or .Dcomplles ;.Requfrementwill bei met. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND (PR4]1 ' =calculations provide all information 131)des Not ;with which compliance can be AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ;determined for the Interior lighting, °'aNbtDbsertrabie; ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A ,and electrical systems and equipment 4.0Not Applicable :and document where exceptions to ;the standard are claimed.Information .; VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. provided should include interior STATE EDUCATION LAW. !lighting power calculations.wattage of; ;bulbs and ballasts,transformers and '.. Draws _ !control devices. . n, ., ng Title IPR8l1 ;Plans;specifications,and/or, ;ClDees Not Requirement will be met.. ENERGY CODE IPRS]1 calculations provide all Information ;L7f3nes Not with which compliance can be - determined for the exterior lighting ;[]Not Observable: Land electrical systems and equipment L7Not Applicable >the standard a where exceptions to COMPLIANCE 5HEET 2 the standard are claimed.information `provided should Include exterior lighting,power calculations,wattage of bulbs and ballasts,transformers and SCTM# 1000-106-6-3 APP No: control devices. Additional Comments/Assumptions; SCDHS No,: JM2 #: 2022-0642 - TO THE BEST OF MY KNOWLEDGE,BELIEF AND PERSONAL JUDGMENT; Planning #: _ DATE: 5/3/2022 THE COMMERCIAL PORTIONS (A�CESSORY SPACES TO R2 OCCUPANCIES) OF THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403, C404, C405, SEAL $ SIGNATURE: DESIGNED BY: JH C406.3 AND C408.3 OF CHAPTER 4�[CE] "COMMERCIAL PROVISIONS " OF THE 2020 NYSBC. CHECKED BY: ARS 5 it i� of NFL L A d led _ f .._.._ DWG No I High Impact(Tied) '.2; Medium impact{Tfer2) ,,:3, Low impact(Tier 3) S COMPLIANCE WITH THE 2020 NYSE 1ST p��f.��s'�C a"p' ProlectTrtie: 5775 W Mrll Rd __-_------..------__-_-- __.- —__-_----_----. - _ _ _.----------.__._.___ _._. _ _ ._ _ C, --"Report date: iiito7/22' ProjettTiile;--""-�775I�itMill�`td -" --iippofitdate.�1l0'7t'22� THESE PLANS AND SPECIFICATIONS ARE IN � .�,H C y �,, PRINTING AND 202ONYSRC 1ST PRINTING. Data filename: J:�6883�CalcufationstCOMcheck157�5_W�Mill,Rd Ri V"<1.cck -- Page 4 of le' Data filename:: j:16883\CaiculationsiCC7Mcheck\57'7�W"Miif Rd REV-1.cck. --- Page 5 of lei � --- _ �. - . W_....- ............._�-_ THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT e TO THE BEST OF MY KNOWLEDGE) BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS A °t'OOTJ41 ��*�' AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. �DFESsloo "It is a violation of the State Education Law for any person, Architect of 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 Agh red, the altering engineer shall affix to the item Section ,Section a tl his on her and the 5 h notation altered b followed b his o#t 1F u» tit'' n # flu in Y Y i o n a don l s etticln ,....Corti fies7 . . Comments Assirim lions mb Rou it In!ns ectlon .: Coin `Res? iCdcninrrent s"u' ti gp p / p g g, p p s/A s rrip oris all" hlumbing Rou" h-Ili Ins`ec#ion : Cam "lies? CcrtnnrietetslASsurri" lions or her signature and the date of such alteration and a R+e .Ira 1 0 P p l� 9 & Re . 13 _ . ; _ _., specific description of the alteration." C40 .12.2 now 1 e melting System nd freeze , f 4 'Heated r 1 f� S /c G g y m� f ze k❑Camp!es Exception.Requirement does not apply. C 04.5, ate ware supply piping conforms ,❑Camp?es Requirement'will be met. C404.?. ;Demand recirculation water Systems C e P.c. i❑Complies ;Exception:Requirement does not apply.. This plan is approved only for the work indicated on the mectur t protection systems have sensors and, *01)oes Not C404.5.1; :to pipe length and volume E]Does Not: (Pl BP` have controls that start the pump 4313oes'Not application specification sheet. all other matters are not to be C403,173 z controls configured to limit service for C4005.2 requirements:Refer to.sectlon detalls, ; i upon receiving a signal from the relied upon, or to be considered as either being approved or IFOS11 paverrenttemperatureandoutdoor QNotC7bservaT�[e 1PL6P ❑NbtDbserva6le; ;Q1VotAbservabie; P g PP JM2 ARCHITECTURE PC 'temperature.future connection to,, t. ]Not.Appticabie a ca a Not pp!cable i 'a on a riser a s fixture or d limits t t t e 'E7 in accordance with applicable codes controls. C1N tAppli appliance h�water entering the[bid water . ` 2410 NORTH OCEAN AVENUE b A 1 C404.5, ..Heated water supply piping conforms ;❑Compl)es" :Exception:Requirement does not apply. ;piping to 104°F. A ditional Cdinii�irtte'ntSlAs9um #ions; C404,5.1, to pipe length and volume ` ID6es Not` f- SUITE 300 C404.5.2 `requirements.Refer to section details. C404.7 !Demand recirculation wager systems "C7Camplies" :Exception:Requirement does not apply., FARMINGVILLE, NY, I 1738 [PL6l o .❑Not Observable IPL813 'have controls that start the pump CQRoes Not ❑Not Applicable -upon receiving a signal from the action of a user of a fixture or ;�N°t Observable T I G31 .320.3305 F G31 .320.3307 C404.5, Heated water supply piping conforms :❑Complies ;rxeeptlont Ike uirement does not a 1 . appliance and limits the temperature :❑Nest Applicable PP Y P P q pP y of the water entering the cold-water C404.5.1,;;ta pipe length and vaiume :❑Does Not. � . . ,p,p, � ° Applicant: C404.5,2. !requirements.Refer to,section details., _ _ i to 'to 104 F. PL6 [)Not Observable C404.7 ',Demand recirculation waters stems _;❑Corn lies Exception:Requirement does not apply. Anthony Martignett! [ 1y P P IJNot Applicable "; (PL813 -have controls that start the pump '.❑Does Not upon receiving a signal from the 8 East 92nd St Apt 3 C404.5, `Heated water supply piping.conforms ,❑Complies 'Exception,Requirement does not apply. action of a user of a fixture or ;ONot Observable: p C404.5.1, ;to pipe length and volume ❑Does Not appliance and limits the temperature 'ONotApplicable ' New York, NY 10128 C404,5.2 requirements,Referto sectloh details. of the water entering the cold-water [PL63� []Not observable a 'QNot Applicable ;piping to 104°F. (9 17) 535 - 3777 C404.7 "Demand recirculation water systems '❑Complies :Exception:Requirement does not apply.. Record : C40d.5, ::Heated water supply piping conforms .❑Complies sRegvirementviriH be met, [PL813 shave controls that start the pump '11Does.Not" Arch(test of C404.5.1. ;to pipe length and"volume '❑Does Not ;upon receiving a signal from the :action of a User of a fixture or ,❑Not Observable C404.5 2 ,requirements,.iteferto section ifetaifs. Location on plans/spec:REFEkT0 DRAW NG P-602 JM2 Architecture, PC (PL5]� ;©Not[Observable; . applianceand liniitsthe temperature ;❑Not Applicable . ❑Not Applicable ' " iof the water entering the cord-water 24 10 North Ocean Ave, Suite 300 " t pip]ngta ioa°F. Farmingville, NY, I ]738 C404,6,1, Automatic time switches installed to ;QCompiles Requirement will be!•net. C404,7 Demand recirculation water systems TOComplies :Requirement will be met. C404.6.2 automatically switch off the :❑Does Not, (PL8V !have controls that start the pump "❑Does Not (G31) 320 - 3305 [PL311 recirculating hot-water system or.-heatt upon receiving a signal from the trace. []Not Observable., 'ONot Observable' C]Not Applicable appliance and;action of a User of a fixture "(]Not Applicable MEP E n 9 I n ee r ; Hmits the temperature C404.6.3 Pumps that circulate water between a ,C1ComplleS Exception:Requirement does not apply. iof the water entering the cold-water ; [PL7]9 heater and storage tank have controls :LDoes Not &piping to I04°F, Emtec Consulting Eng�neer5 DPC that limit operation from startup g '❑Not Observable V Additional Cc�MMentsfAssum tions: 3555 Veterans Memorial Hi hwa , Suite M <=5 minutes after end of heating _QNot Applicable g Y p Ronkonkoma, NY 11779 C404.6.3 :Pumps that circulate water between a ;❑Complies ,Exception:Requirement hoes not apply, " (G3 I) 35 G - 2 17G [PL7)3 heater and storage tank have controls TIDoes Not ;that Hmft operation from startup to <=5 minutes after end of heating ❑Not Observvable; cycle. '1JNot Applicable 5 U rVeyo r C404.6.3 Pumps that circulate water between a ;,[]Complies. i Exception:'Requirement does not apply. Nathan Taft Corwin [PL713 " `.:'heater and storage tank have controls'❑Does Not 1 58G Main Road, -that limit operation from startup to "5 minutes after end of heating , ;QNot Observable, JameSpOrt, NY 11947 'cycle. wQNat Applicable` (G3 I) 727 - 2090 • 64174.6,3 `Pumps that circulate water between a ,❑Complies, ;Exception:Requirement does not Apply,. [PL713 .'heater and storage tank have controls :[]Does Note" that limit operation from startup to •:•<=5 minutes after end of heating QNnt Observable Project Name cycle. ©Not Applicablee C404.63 Pumps that circulate water between a .LJComplies =ReOuirernent will be met: 5775 W Mill Road tPL711 : heater and storage tank have controls;E]Does Not° that limit operation from startup to <=5 minutes after end of heating QNot Observable cycle. 0Not Applicable Project Address 5775 W Mill Rd, i "High impact(Tier } 2.. Medium Impart{Tier 2}. .. . :3: Low Impact(Tier.;3), 1 Nigh Impact(Tier 1)> 2'{Medium Impact{tier 2y -9 1 Law impact(Tier 3) 1 High impact(Tier 1}.` 2: Medium Impact{Tier 2) 3 LAw Impact(Tier 3) { a tt t U C k, NY I 1952 - p Pra'ectTtip: S775VV,�lilf"rid." �'~Reportifate X1707/22; Pro'ect�itle 57aVlIM�IIId Praject.T.rtle:. 5775 W Mlil Rd Re air date: 11/t57(22 lReport date:ryY1�07%22, Project Type Data filename" 1i�68$"3\Calculattons\COMcheckt'5775 IN Milt'Rd"REV-Leek Page 6 of 18 Data filename:. J:\6883\Calculations\CoMcheck\57'75_W_Mllf_Rd"REV4.cck Page 7 of 19 Data filename:.,J:\6883\GateUlations\COMciieck�577S,W_MHI Rif REV-2:eck Page" 8 of 28 ------------------------------- _— --= — — �. Renovation RCV151on5 -section - 18 2 ISSUED FOR SCHEMATIC DESIGN a ," t" s mip ion # Mecharilca Rou yin in... u. Ian, o : _.:..".,s7." ft .. . lwech nleai Rough rn Inspection Complies? Cowmen sift su p s 1 gh sped t m Re c mmentslAssumptit*"S iir.Re' .tD & ate :�f3 - - _ _ 1104 22 ISSUED FO PERMIT R C4024.,6 !Thermally ineffective panel surfaces of:❑Compiles ;Exception: Requirement does not apply. C403,8.5 :;Each DX cooling system>65 kBtu :❑Complies ;Exception:Where the volume of outdoor air required to IME411 ;" "!sensible heating panels have ;❑Does Not [ME14312, iand chiller water/evaporative cooling !❑Does Not comply with the ventilation requirements of the IMC at low insulation >= R-3.5. ;❑Not Observable; !system with fans> 114 hp are []Not Observable;:speed exceeds the air that would be delivered. designed to vary the Indoor fan airflow `❑Not Applicable : ,❑Not Applicable PP ; as a function of load and comply with pp'cable ; C403:21:3:HVAC piping insulation insulated in UComplies ;Requirement will be met. _ !detailed requirements of this section. ! ! (NiE,6112; "!accordance with Table C403.11.3. :[]Does Not C403,8.5 J Each DX cooling system>65 kBtu ;❑Complies :Exception: Modulating fan control is not required for chilled Al Insulation exposed to weather is [ME14332 !and chiller water/evaporative cooling ;❑Does Not !water and evaporative cooling units with fan motors of less protected from damage and is ;❑Not Observable! system with fans>1/4 hp are !than 1 hp where the units are not used to provide ventilation <=provided with shielding from solar ;❑Not Applicable ; 1 ;❑Not Observable: P 9 ,designed to vary the indoor fan airflow, air and the indoor fan cycles with the load. radiation. :as a function of load and comply with :❑Not Applicable ; C40311 3IHVAC piping insulation insulated in ;❑Complies ;Requirement will be met. !detailed requirements of this section. ! ! (ME611? :,;:,accordance with Table C403.11.3. 71Does Not i C403,12.1:Systems that heat outside the building:❑Complies :Requirement will be met. Insulation exposed to weather is ❑Not Observable; „,envelope are radiant heat systems T]Does Not protected from damage and is 'controlled by an occupancy sensing Location on plans/spec:SEE DRAWING M601 ;3 provided with shielding from solar ❑Not Applicable ; ,device or timer switch. ❑Not Observable! A radiation, ! ;❑Not Applicable ; C403,11.3 HVAC piping insulation insulated in a❑Complies ;Requirement will be met. C4012.3.>,HVAC equipment efficiency verified. i❑Complies ;See the Mechanical Systems list for values. a accordance with Table C403.11.3. !❑Does Not ! [ME5511 :;.:j ElDoes Not ! J Insulation exposed to weather is P ,!]Not Observable, protected from damage and is :❑Not A li ;❑Not Observable! provided with shielding from solar pp'cable ;❑Not Applicable radiation, ! C403.2.2 INatural or mechanical ventilation is ;❑Complies ;Requirement will be met. C403,113 HVAC piping insulation insulated in ;❑Complies ;Requirement will be met. [ME59]1 Iprovided in accordance with ;❑Does Not IME6112 - !accordance with Table C403.113, : l International Mechanical Code ,❑Does Not ; :❑Not Observable ;Insulation exposed to weather is ;Chapter Observable; :ca abili 4to reduce outdoor alr. Mechanical osuha I : pp'cable protected from damage and is ❑Not Applicable ! P tY pp y ❑Not A li ! provided with shielding from solar !to minimum per IMC Chapter 4. radiation, ! ! C403.7.1 !Demand control ventilation provided ;❑Complies !Exception: Requirement does not apply. C403:8.1 ;HVAC far systems at design ;[]Complies !!Requirement will be met. [ME59]1 'for spaces>500 ft2 and >25 :❑Does Not (Mt6513 1 conditions do not exceed allowable ![:]Does Not ! !people/1000 ft2 occupant density and : ; ,fansystem motor nameplate hp or fan F ,Location on plans/spec:SEE DRAWING M601 y y ,❑Not Observable, 4 served b systems with air side , !system bhp. E❑Not Observable I !economizer,auto modulating outside ;DNot Applicable ; THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND : ;❑Not Applicable !Seethe Mechanical Systems list for values. air damper control,or design airflow I ; C403.8,3s;1 Fans have efficiency grade(FEG) >= ;❑Compiles !Requirement will be met. >3,000 cfm. ! AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. (Mi 117j2- '67.The total efficiency of the fan at ; Does Not ! C403,7,2 ;Enclosed parking garage ventilation :❑Complies !Exception: Requirement does not apply. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A the design point of operation <= 15% E [ME11513 :has automatic contaminant detection i❑Does Not of maximum total efficiency of the ❑Not Observable, ;❑Not Applicable I a and capacity to stage or modulate ,❑Not Observable; VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. : Afan. :fans to 50%or less of design capacity., ]Not Applicable STATE EDUCATION LAW. T �C403.8,4'';Motors for fans that are not less than ;[]Complies ;Requirement will be met. (ME1421z`31/12 hp and less than 1 hp are !❑Does Not C403.7.6 ;HVAC systems serving guestrooms In :❑Complies :Exception: Requirement does not apply. =electronically commutated motors or ! ! [ME14111 _!Group R-1 buildings with> 50 ;❑Does Not I DraWing Tale have a minimum motor efficiency of i❑Not Observable: ;guestrooms:Each guestroom Is ❑Not Applicable ! :DNot Observable: ENERGY CODE 70 percent.These motors have the PP provided with controls that means to adjust motor speed. ! ! !automatically manage temperature :❑Not Applicable ! C403.8,4 Motors far fans that are not less than ElComplies !Requirement will be met. {setpoint and ventilation(see sections ! ! C403.7.6.1 and C403.7.6.2). [ME1471 '11/12 hp and less than 1 hp are :❑Does Not I COMPL IAN E HEETelectronically commutated motors or ;Location on plans/spec:SEE DRAWING M601 C403.7.4 ;Exhaust air energy recovery an !❑Complies ;Exception: Requirement does not apply. 3 ;::;;have a minimum motor efficiency of :❑Not Observable [ME57]1 !'systems meeting Table C403.7.4(1) :❑Does Not 370 percent,These motors have the !❑Not Applicable land C403.7.4(2). ;❑Not Observable; means to adjust motor speed. ! ❑Not Applicable SCTM# 1000-1 OG-G-3 APP No: CA03;11.4 ,Motors for fans that are not less than ,❑Complies !Requirement will be met. (ME142P";11/12 hp and less than 1 hp are !❑Does Not ! C403.7:5 !Kitchen exhaust systems comply with !❑Complies ;Exception: Requirement does not apply. >"j electronicall commutated motors or ! ! IME11613 1 replacement air and conditioned :❑Does Not ! y SCDHS No.: JM2 #: 2022-0642 E have a minimum motor efficiency of ❑Not Observable !supply air limitations,and hood ! uppy maons,an satisfy oo !❑Not Observable 3 70 percent.These motors have the E❑Not Applicable ; :rating requirements and maximum ;❑Not Applicable ! TO THE BEST OF MY KNOWLEDGE, BELIEF AND PERSONAL JUDGMENT; means to adjust motor speed. !exhaust rate criteria. PP Planning #: _ DATE: 5/3/2022 C403.8.5: -0 Each DX cooling system >65 kBtu bComplies !Exception: Modulating fan control is not required for chilled C403.11:19 HVAC ducts and plenums insulated in ;❑Complies Requirement will be met. THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES) OF THESE -' accordance with C403.11.1 and ;❑Does Not PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403, C404 C405 IME14V� ,and chiller water/evaporative cooling ;❑Does Not water and evaporative cooling units with fan motors of less � � SEAL $ SIGNATURE: DESIGNED BY: JH "system with fans > 1/4 h are F !than 1 h where the units are not used to provide ventilation C403.11.2;constructed in accordance with ;Location on plans/spec:SEE DRAWING M701 AND M702 P °❑Not Observable; P P z ,❑Not Observable, �, „ 1 designed to vary the indoor fan airflow; air and the indoor fan cycles with the load. (ME601 C403.11.2,verification may need to C406.3 AND C408.3 OF CHAPTER 4 CE] COMMERCIAL PROVISIONS OF THE 2020 NYSBC. as a function of load and comply with t❑Not Applicable + occur during Foundation Inspection. :❑Not Applicable ! CHECKED BY: ARS !detailed requirements of this section. ��OF Ely ra SCALE: As indicated 1 High impact(Tier 1) 2: Medium Impact(Tier 2) 3" Law Impact(Tier 3) 1 High impact(Tier 1) 2.'.Medium Impact(Tier 2) 3 Low impact(Tier 3) THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST �p +I,'F.'N P.04 DWG No: Project Title: 5775 W Mill Rd Report date: 11/07/22 Project Title: 5775 W Mill Rd Report date: 11/07/22 PRINTING AND 202ONYSRC, 1ST PRINTING. �IP Data filename: J:\6883\Calculations\COMcheck\5775-W-Mill-Rd REV-Leek Page 9 of 18 Data filename: J:\6883\Calculations\COMcheck\5775-W-mill-Rd REV-Leek Pale 10 of 18 g fi I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THATE 0 3 TO THE BEST OF MY KNOWLEDGE, I BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS fed /�7tioZ AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. 46,4p�ES5t0�P�. "It is a violation of the State Education Law for any person, Architect of Rcord: 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 red, the altering engineer shall affix to the item I! M Section. 1 item is altered, , Section his or her is t+ietha a o h t " .. h seal and the notation nt i + nto c Io set n Corti lies?. Comneents Assumptions iCom ties?.. . Comment A 9 tx #„ Rough Ire Electrical lnspertion p st seem Lions # . . ltoee i,-i E e or her . ... i M 2 and a ion,followed "altered Re ,lt) .. ... .. ...... n 1 ctrlcal ins ion o li P eCt C m es. ixt 9 C orient Assn ton signature P o sl m 1 s and the date of such alteration, „s „ [x a ,._-...�..�•L.�...._�.... w 'q�.,.�� alteration. » - : � : " : : : " s ecific descri Lion of the x P PC403:4"". . Closed c€rtuft cooiing tower within. CCComplies �.Exteption, Requirementcioes nit apply. C405.2.2. .Spaces required to have light- Compl€es Requirement will be met. C405.2.3, Daylight zones provided with :©Corn lies Exception., Re u€cement does nat apply. This Ian is approved only for the work indicated on the rc itecture P.C. P P qP PP Y ,3.2" heat"pump loop have either automatic 0Does Not 2 4redu'ction controls have a manual Oboes Not, ! 'C405.2.3.,:individual controls that control the []Does Not application specification sheet. all other matters are not to be IME121P =bypass vatve.or lower leakage positive' IEL2211 :control that allows the occupant to ;lr fights Independent of general area PP P closure dampers.Open-tircuittower ,DNot Observable> :reduce the connected 11 htin load In '©Not Observable. ONot Observable; relied upon, or to be considered as either being approved or within heat pump loop have automatfr'ONot Appt€cable '; 9a reasonably uniform illumination. C405<2.3. -lighting.See rode section C405.2,3 L7Not Applicable 2 Daylight-responsive controls for -[:]Not Applicable to accordance with applicable codes. JM2 ARCHITECTURE, PC -valve to bypass atI beat pump water. pattern>-50 percent. TEi..23P applicable spaces,C405.2,3.1 Daylight 2410 NORTH OCEAN AVENUE flow around the"tower.Open-or C4Q5,2.1, °[)ctupancy sensors installed in xOCompifes n Requirement will be met, responsive control function and tlased-circuit Gaoling towers used in section C4Q5.2.3.2 Sldelit zone. SUITE 300 conjunction with a separate heat . " C405.2.1: cfassroonis/lecture/traihing rooms, 'OpoeS Not ; exchanger have heat loss shutting 1 conferencelmeeting/multipUrpose C405Z4 ..Separate lighting control devices far ;©Comp Iles Requirement will"be met, FARMINGVILLE NY 1 1738 9 by g [EL1RI4 F'raoms,co /print rooms, °[]Not Observable" 1 g P q down'the.circulation" UM on the copy/print iEL261 ;specific uses Installed"per approved ;Oboes Not, P p 'loungesfbreakrooms,enclosed offices,E�NotApplicabfe :}i htin plans. T 63 I ,320.3305 F 63 I .320.3307 g 9 P QNatObsenrable' cooling ro Virg o w Open a aclosed open plan office areas,restrooms, :ON' Applicable circuit et3aiing towers have a separate storage rooms,locker rooms, ;heat exchangerto isolate the cooling =" i warehouse storage areas,and other C405,2A ','Additional interior lighting power - []Complies. -Requirement uirement will be met. Applicant: ;tower frtim the heat pump loop,and g 9 P . P q spaces<=300 sgft the"tare enclosed z F heat"lass"is controlled by shuttlrig ;by floor-to-cell€ng height partitions. 1EL27] allowed for Special functions per the '[]Does Not down the circulation pump on the ;approved lighting plans and Is Anthony Martlgnetti .'Reference section language 'automaticallyONot Observable Cooling tower loop: -c405,2.1.2 for control function in controlled and 8 East 92nd St Apt 3 c4Q3:4:1 " Heating for vestibules.and air curtains ©Complies' i Exception; Requirement does not apply,. warehouses and section C405.2.1,3 separated from general lighting, ,CINat Applicable p 4 °with"Integral heating Include :110oes Not for open plan office spaces. fi C405,2.5 ,Manual controls required by the Ocomplies Requirement will be met, New York, NY_ 10128 INlE6 "'!':_.acitrrmatfc controls that shut off the __ I EL28]""" 'energy code are in a location with ©Does Not heating syste'rrr when"r5ukdoar air `I�INot Observable`' C405.2.1. Occupancy sensors"Control function in ;[]Complies ^Exception:Regtiirem'ent does not apply. ;ready access to occupants and (9 17) 535 - 3777 -;temperatures 45F,Vestibule 2 . warehouses,In.warehouses,the .:Oboes"Not []Not Observable ©Not.Applicable 1 located where the controlled fights are heating and tooting systems IE1191 ;fighting in aisteways and open areas is tI�N 5t Observable visible,or Identify the area seNed and'ONot Applicable - con :their _ _ Architect of Record : controlled by a thermostat in the }[]Not Applicable their status.' vestibute with heating setpo`ent c automatically reduce lighting power PP able _ -___..___.. __- _ . by 50%or more when the areas are C4Q5.2 6�Automatic lighting controls for exterior []Compiles Requirement will be met: JM2 Architecture, PC 60F"and'cooling setpotnt>=BOF. IEL3pl lightin mska€led. Controls will be I unoccupied,The occupant sensors g Does Not Alr outlets"and zone terminal devices °[]Compties Requirement'will#e met. �control fighting in each aisieway daylight controlled,"set based on 2410 North Ocean Ave, Suite 300 1 have means.for air balancing. " `[]Does Not ndependently grid do trot control s operation time-of-day,or Not3bservabie !business es ona .QNotApplicable Farmingvllle, NY, 1 1738 l M7 5313... '1 'reduce connected lighting>"30/o. lighting beyond the aisieway being., g 'ONot-Observable 'controlled by the sensor.' C405:3 Exit signs do not exceed 5 watts per -[]Complies Requirement will be met. (631) 320 - 3305 'ONot. C 0 L61t 4 5,2.1: fi Occupant sensor control function in ;DComplles Exception:Requirement does not apply.." IE :fare. .:©Does Not C403.5, :;.,;Refrigerated'display cases,walk-oln ,oCorriplies ti Exception:Requirement does not apply.. 3 :open plan office areas:Occupant :[]Does Not`: 'ONot Observable'" MEP E n 1 n e e r C403.5,1, 'coolers or walk4nfreezers served by ='Oboes Not IEI 2011 r sensor controls in ripen office Spaces C403;5.2' 'remote.compressors and remote ,ONat Observable` []Nat Applicable a [lNotObservable. ;>-300 sq.ft.have controls 1) (ME1231 ;condensers not faceted in a configured so that general Itghting can f❑Not Applicable C405:6 Low-voltage dry-type"distribution DCompites Exception:Requirement does riot apply. Emtec Consulting Engineers DPC condensing urilt, have fare powered .. Not ab,ppt€cable ;O :be controlled separately in control [EL261;, ' electric transformers meet the Oboes Not 3555 Veterans Memorial HI hwa Suite M condensers that comply'w+ith Sections zones with floor areas <"600 sq.ft, minimum efficiency requirements of g y, C403.5.1 and refrigeration compressor` i within the space,2}.automatically turn Table C405.6. :[]Not Observable systeeftthatcomplywith C403,5.2., •ONotApplicable oma, NY I 1770 off general lighting In all control'zones Ronkonkoma, Additllinai CotnlmentstAssumptlons: :within 20 minutes after all occupants CADS,`z Electric motors meet the minimum ClComplies, Requirement will b+ met. (63 I) 356 - 2 176 have left the space,3)are configured '. 1EL271 ;efficiency requirements of Tables ;[]Does Not ,;so that general lighting power In each r C405.7(1)through ca05.7(4), j©Nok Observable y 5 u rveyo r control zdhe is reduced by>�SOO/ of ; 'Efficiency verified through certification 'the full zone general lighting power .'!under an approved certification ;ONot Applicable Nathan Taft Corwin within20 minutes of ail occupants ? crprogram or the equipment efficiency 1586 Main Road leaving that Control zone,and 4)are` ratings shall be'provided"try motor configured such that any daylight manufacturer(where certification JameSpol t, NY 11947 responsive contml will activate space I programs do not exist). :general lighting or control zone ' C405.8.2;.fEscalators and moving walks comply OCompifes %Exception: Requirement"does-not'apply. (63 I) 727 - 2090 'general lighting only when occupancy C405,8,2.-'with ASME A17,1tCSA 844 and have 'uDoes Not for the same area is 1 detected. automatic controls configured to t on g C405.2.2,,:Each area not served by occupancy ;OComptles Requirement will be met. IEL28 reduce speed to the minimum ONot c7bservabte; Project Name ' permitted speed in accordance with ;l]Not Applcabte J C405.2.2..;sensors(per CA05.2.1)have time- ?©Does Not "1; ;,switch controls and functions detailed ;ASME A17-i1cSA 1344 or applicable C405.2.2., .in sections C405,2.2.1 and C405.2 23.,ONot Observable: local code when not conveying 2 ,[]Nat Applicable :passengers. 5 /7 5 W Mill Road \Oa d (EL21J?: C405:9 Total voltage drop across the ;OCorhplies Requirement will be[r►ek. [EL29I� . ,'Combination of feeders and bra nch '0Does Not []Not Observable []Not Applicable Project Address Additional CofmimentstAssurriptloins: 5775 W Mill Kd �THigh impact{Tier.1} Medium)mpact Crier 2)' Low impact(Tier 3) _ - _ _- _1.,�.._. - ,,ier �._ � ; __ �I High Impact(Tier 1) 2 Medium Impact{Tier2j 3 Low impact(T€era) attltuc NY 1 1952 1 High impact CTfer 1) , 2` Medium impact(Tier 2). 3: Low impact(Tier 3)" . . -"-"-r- "---- -- _- ------ _ --- _ _ l rolect Iltle, a�75 IN MITI Rd ' Report date:"71/07i22 Project Trtte: 57T5 UV"NiIII Rd_._--____.-_.__---------. __ ___-�_T_____.__.-.. .--------_____...-.- Reportdatd.*, I/0'1t22' t"ecftitie: _ea775 t+Y Miil"I�d - =Report-date: li 2' Data filename:..J:16ea31Caiculat onskCOMcheck%% 7'7S_W NIIII Rd'REV=T.cck a - Page 11 of, id Data filename: J:%8831Catcutat"ronslCOM 'hecki5775 W�MIIC Rd REV-T.cCk — ' page 12 of 181 t?ate filename:. ":IBR831CalculationslCOMcheckt577S W Mfit Rd REV-1.cCk 1 - .. p 7 Project Type - --- -- ---"-----"--- ----------..-_-— -- -- --- ---- ------ - l d R --- J - - - Page 13 of 18 Renovation Revi5ion5 section " 07-18-22 ISSUED FOR SCHEMATIC DESIGN °s - ;1"rinal lnspe>tton, Complies? Comments/A'ssumiatic ns Rect.lra .. _: -04-22 ISSUED FOR PERMIT .__: : __ : 60-3.3, ;Furnished O&M instructions far QComplfes Requirement will be met. C408.2,5. ,systems and equipment to'the Oboes Not' 2 ;building owner or designated; , If11711 ,representative. .C1Not observable QNot Applicable C3033,. 'Furnished O&M manuats for HVAC :OComplies, ;Requirement will be met. C408.2.5, systems within 90 days of systern 'Oboes Not, 3 " acCe'ptanre. IFIOIa 'C)NatClbservable. �EINot Applicabfe I C403.2.2 :HVAC systems and equipment ;DCompffes Requirement Will be met: IF127)a `capacity does not exceed calculated ;DDoes Not loads. ;[]Not Observable, I _ []Not Applicable; C403,2,4. °Heating and cooiing to each zone Is 'Ekomplies :Requirement will be met. 1 !controlled by a thermostat control. ©Does Not IF14713 Minimum one humidity control device :[]Nok Observable}Location on ptanstspet:REFER.TO DRAWING M101 AND s per Installed :M102 'humidiffcationldeh6rnidificotion 'ONot Applicabie ; system. C403.2.4. :Heating and cooling to each zone Is -a[]Complies ,Re quirement will be met. 1 ':controlled by a thermostat control: '013oes Not ; - IF14713 ' ;Minimum one humidity control device Latation an piansNp,ec:'"5EE bAAW(N6'M101 AND M102 per installed . ^[]Not Observable.,- humidificatioritdehumidifleation 'EINotAppticable ,System. C4Q31A. °Heating and cooling to each zone is . ,OComplies Requirement will tre met, 1 controlled by a thermostat control. []Does Not IF14111 'Minimum one humidity Control device ; Location on plans spec:SEE"DRAWING M101 AND M102. per installed pli.ONot Observable humidification►7dehumldifiration -ONot Apcabfe THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND system' AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. C403.2.4.:,Heating and cooling to each zone Is. .,©Complies I Requirement will be met. 1 , =controtled by a thermostat control. `[]Does Not ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A IF14713 .Minimum one humidity control device » 'Location an plans/spec:SEE DRAWING'M101 AND M102 per Installed .ONotObservable" VIOLATION OF SECTION 7205 SUB-DIVISION 2 OF THE N.Y. humidiflcatfon/dehumidification ',[]Not Applicable ;system. STATE EDUCATION LAW. C403.2.4. °Heat pump controls prevent ;©Complies, Exception:Requirement does not apply., Drawing Tale 1.1 :supplemental electric resistance heat "=uDoes Not. [F14213 „ -from coming on when not needed," 7Nt Observable ENERGY CODE ONot Applicable Applicabfe ; C403.4.1. ;Thernnbstatic controls have a 5°F lies'-Ocomp Requirement will be met., deadband. :oboes Not COMPLIANCE IFt381 er 4 :ONot Obsvable. 5HEET 'QNot Applicable C403.2.4. ;Temperature controls have setpoint :[]Complies Requlrerrient will be met.," SCTM# 1000-106-6-3 APP No: 1.3 overlap restrictions, dDoes Nok IF1201 3 ONot Observable _ :C7NotAppiicable 5CDH5 No.: JM2 #: 2022-0642 C403.2.4.:Each zone,equipped with setback OCompiles Requirement,will be met, TO THE BEST OF MY KNOWLEDG , BELIEF AND PERSONAL JUDGMENT; 2 controls using automatic time clock or :Oboes Not Planning #: _ DATE: 5/312022 (1"I391 programmable control system. ONot Observable' THE COMMERCIAL PORTIONS (A CESSORY SPACES TO R2 OCCUPANCIES)OF THESE FONot Applicable PLANS AND SPECIFICATIONS A IN COMPLIANCE WITH SECTIONS C403, C404, C405, SEAL SIGNATURE: DESIGNED BY: JH C406.3 AND C408.3 OF CHAPTER 4 CE] "COMMERCIAL PROVISIONS " OF THE 2020 NYSBC. � CHECKED BY: ass 5 indicated 1 High*1 ipact(Tier l) 1":Z;' edfu p (T€er 2) 3" 1-2W im act ier 3 ! �a M m im act ;,,--,., ,,„,' �-J...,-.�..�...p�...��.,..-_..� High mpa t(7ie I) �2 Medium impart(Tier 2) 1.3 Low Impact(Tier 3 1 i c r W --- -.._ _._. ------"-- COMPLIANCE WITH THE 2020 NYSBC, 1ST ��P.� � DWG No: _ ._.__....................... ........._._._..____.__.__ _..__�.1 ;Repork date: 3i107/22 Project'Title: 5775 W Miil—Rd _— �.. �'� � '� d, �.� THESE PLANS AND SPECIFICATIONS ARE IN Data fllename�: , :__._.," Report date:,I1ll 02 PRINTING AND 2020NYSRC, 1ST PRINTING. '�d+ J't68�3r,Calculatfpnsl McltecklS?7 �W_Mtft Rd REV 2.cck " .. page 74ref 18� Data filename:. J:�68831Ca(cutationslCOMrheckt5775_AN�M111Rd REV-1.cck Page 15 of 18 t+t i I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT ®, TO THE BEST OF MY KNOWLEDGE, IBELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS Fri toi77A� ��' AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. a'�d'�E5510N�~ "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 professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such engineer II affix Section. ... Section ' item is altered - , the alterin e to the item his or her sea l and the notation "altered r d b followed b his # Final Ins action . Corn Iles? Coi M mments/Assam trans #/ ,. .. Irinal iris ecttioh t"om Iles? Crnroents{lssuhn" bons.;'"p.... P P p / p or her signature and the date of such teration, andya /4" F .„specific description of the alteration. c U r e p C. C403.2.4.;;Automatic Controls: Setback to 55°F ,❑Complies ;Requirement will be met. C408.2.3. 'HVAC equipment has been tested to ' ;❑CamplIes 'Requirement_ will be met. ,..� This plan is approved only for the work indicated on the 2,1; !(heat)and 85°F(cool); 7-day clock,2- 1❑Does Not 1 censure proper operation.„ ,❑Does Not application specification sheet. all other matters are not to be C403,2.4.:,s hour occupant override, 10-hour ❑Not Observable; [F13111 2.2 backup ❑Not Observable." relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC 1 [F14023 , 1 ;❑Not Applicable ; QNbtApptieable in accordance with applicable codes. ' C408.2.3.,^HVAC control systems have been - DComplies Requirement.will be met. 2410 NORTH OCEAN AVENUE 2 tested to ensure proper operation, <C7Does Not C403:2.4. ;Systemsinclude optimum start ;❑Complies ;Requirement will be met. SUITE 300 2.3," 'controls. ;❑Does Not [FI10jt {calibration and adjustment of controls.:❑Not Observable r" IF141�3.; : "; ; 'ONotApplicable rl FARMINGVILLE, NY, i 1738 ,❑Not Observable: _ _._ �, . _ ____ _ _ ❑Not Applicable C408.2.4 `',Preliminaty commissibning report ❑Compiles 'Requirement will be met. T 631 .320.3305 F� 631 .3 20.3307 C403,2,4.. ;Systems include optimum start ,❑Complies ;Requirement will be met. [Fi2911 :completed and certified by registered"❑Does"Not - =design professional or approved Location Ort plans/spec:NOT REQUIRED 2:3 1controls, ;❑Does Not ;agency, ;[1NotObservable; [F1411 ; ❑Not Observable; ❑N61:Applicaole z Applicant: ❑Not Applicable C+408.Z.a"..;fumished'NVAC-as-built drawings '❑Complies" rRequirement will be met. Anthony Martignettl 1." submitted within 90 days of system ❑Does Not C403.214, ;Systems include optimum start ;❑Complies ;Requirement will be met. [Fl7j� 'i acceptance, 8 Ea5t 92nd St, Apt 3 2:3;-,: 1controls. ;❑Does Not i ;❑Not Observable' [F141.1 ; ; ; '❑NotApplicable r New York, NY 10128 ,❑Not Observable, ! C468.2.5. Furnished:as-built drawings for ;❑Corn lies'.. ;.Re irement will be met., ❑Not Applicable ; plies'. �'; (917) 535 - 3777 ill" !,electric power systems within 90 days`;dDoes Nat: CA04:3 Heat traps installed on supply and ;❑Complies ;Exception: Requirement does not apply. [F11613 °'of system'acceptance• [F) 31J discharge piping of non-circulating F❑Does Not j~1Nott�bs'ervable+ Architect of Record ;systems, ;❑Not Observable: "ONot Applicable ❑Not Applicable 1 C408.2.5."=An air and/or bydronic"system :❑Compiles" !,Requirement will.be'met, JM2 Architecture, PC 3' balancing report is provided for)-!VAC =❑Does Not C404.4 ;,;";All piping insulated in accordance with;❑Complies ;Requirement will be met. [F14311 systems.-, 24 10 North Ocean Ave, Suite 300 [F)25Tz ,section details and Table C403.11.3. I❑Does Not �❑NotObservable° ;❑Not Observable!AND on plans/spec: REFER TO DRAWING P-101, P-lOZ ;ONotApplicatile FarmingVllle, NY, 1 1738 ,AND P-602 C408.2.5:,s',Final commis'sionin report due to ;QCorn lies Requirement will be met.,, . s 1❑Not Applicable ; g p p q (63 I) 320 - 3305 4 building owner within 90 days of �01)oes Not C404;6.1 .;)Controls are Installed that limit the I❑Complies ;Requirement will be met. [FI3011 .breceipt of certificate of occupancy. �iacaRton on ptans/sok NOT REQUIRED MEP E n I ee r [F(12] :operation of a recirculation pump !❑Does Not ! .;ONot ObserVa'bI* 'installed to maintain temperature of a ! !Location on plans/spec: REFER TO DRAWING P-101, P-102 : i[JN6fAppIIcabte A '❑Not Observable;AND P-602;storage tank.System return pipe is a ; C408.3 ht;n Emtec Con5ultin En meets DPC !dedicated return pipe or a cold water I❑Not Applicable #sq g systems have been tested to []Complies,' z Requirement will be met.- 9 9 [Ft3311 . ensure proper callbratlon;adjustment,;❑Does Not 3555 Veterans Memorial Highway, Suite M !supply pipe. ! ! programming,,and'operation. C405.4.1 ;Interior installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values. ;❑Not Dbserva IL6': [FI18]1 I lighting power is consistent with what I❑Does Not i __._...... :;©Not Applicable Ronkonkoma, NY 1 1779 1 is shown on the approved lighting ; 3 Additional Comments/Assumptlonst (63 I) 356 - 2 176 ;plans,demonstrating ❑Not Observable, p g proposed watts , Iare less than or equal to allowed ;❑Not Applicable ; u rveyo r: I watts. I C405.5.1 ,Exterior lighting power Is consistent ;❑Complies ;See the Exterior Lighting fixture schedule for values. Nathan Taft Corwin [FI19]1 !with what is shown on the approved T]Does Not 586 Main Road, !lighting plans,demonstrating proposed watts are less than or equal ;❑Not Observable ,to allowed watts. ;❑Not Applicable ; amesport, NY 11947 C408.1.1 ,Building operations and maintenance I❑Complies :Requirement will be met. (63 I) 727 - 2090 [FI57]1 I documents will be provided to the ❑Does Not j owner. Documents will cover manufacturers' information, ❑Not Observable? Project Name specifications, programming ;❑Not Applicable ; J 1 procedures and means of Illustrating ; {to owner how building, equipment and: 5775 W Mill Road :systems are intended to be installed, ! i !maintained,and operated. C408.2.1 ;Commissioning plan developed by ;❑Complies ;Requirement will be met. [FI28]1 I registered design professional or !❑Does Not ! Project Address !approved agency. ;Location on plans/spec: NOT REQUIRED ,❑Not Observable, ! ;❑Not Applicable 5775 W Mill Rd, 1 High Impact(Tier 1) Medium Impact(Tier 2) 3, Low Impact(Tier 3) 1 H'rgh impact(Tier 1) )"2: Medium Im pact(Tier,-2 Larr act{Tier3) M attitock, NY 1 1952 Project Title: 5775 W Mill Rd Report date: 11/07/22 Project Title: 5775 uV MIII itd Report dotal1/07/221 project Titter -5775 W MIII Rd - _ - .._ _ .._....._.._.---.. .._...____--r__---------------..._._-- __.Report date: 11/07/22 Data filename: J:\68B3\Calculations\COMcheck\5775_W Mill Rd REV-1.cck Page 16 of 18 Data filename: .J:\6883\Calculations\COMcheck15775 W Mill_Rd"REV-1'.cCk, Page 17 of .1 Data filename: J:\6$83\CaiculatlonslCOMcheck\5775 W_Mili_Rd REV-1.cck Page 18 of 18! Project Type — Renovation Revisions REScheck Software Version 4.7.E e�tl°" . , 07-18-22 ISSUED FOR SCHEMATIC DESIGN ;p., ! Foandattoh Ins ertlon Cotr►pliesti Comments/a,ssr,tnptlaatis" & 1 1 1-04-22 ISSUED FOR PERMIT t " Inspection Checklist 403.9 'Snow-and ice-meltin system controls;❑Corn lies ;Exception:Requirement is not applicab►e. 1 [P01212 ;installed. ;0Does Not j Energy Code: 2015 IECC V, EINotObservable! Requirements: 100.0% were addressed directly in the REScheck software ;❑Not Applicable Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each Additional Comments/Assumptions: requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. section Pre-iris"" ct►on Plan ifeirieaa"s 'Plans Verified " Ffetd Verified rn`"lies? :: rrrr» nt Assam` "I" n` p o Value:::.-.. . ";Nature" " :"::"' ,;,'"""..,.:..� 103.1, 'Construction drawings and ❑Complies I Requirement will be met. 103.2, documentation demonstrate ❑Does Not ! 403.7 energy code compliance for " I Location on plans/spec: [PR3]1 lighting and mechanical systems. ❑Not Observable 9 9REFER TO EN DRAWINGS Systems serving multiple ❑Not Applicable dwelling units must demonstrate ` I compliance with the IECC , Commercial Provisions. I 302.1?::.,.';� Heating and cooling equipment is: Heating: Heating: ;❑Complies !,Requirement will be met. +403:7„'<: ;:i sized per ACCA Manual S based I Btu/hr ; Btu/hr I❑Does Not I [PR21 ; on loads calculated per ACCA I Cooling: I Cooling: I ;!Location on plans/spec: Manual J or other methods I Btu/hr ; Btu/hr '❑Not Observable i REFER TO EN DRAWINGS ;approved by the code official. I ,❑Not Applicable Additional Comments/Assumptions: THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 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 ENERGY CODE COMPLIANCE 5HEET 5 5CTM# 1000-106-6-3 APP No: SCDHS No.: JM2 #: 2022-OG42 II TO THE BEST OF MY KNOWLEDGE,BELIEF AND PERSONAL JUDGMENT; te Planning #: _ DATE: THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES)OF THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS C403, C404, C405, SEAL SIGNATURE: DESIGNED BY: JH C406.3 AND C408.3 OF CHAPTER 4 CE] "COMMERCIAL PROVISIONS " OF THE 2020 NYSBC. CHECKED BY: AP,s 1 High Impact(Tier 1) 2:;Medium Impact(Tier 2) 3 Law Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) a� �� }� SCALE: ;d�cated Project Title: 5775 W Mill Rd Report date: 11/04/22 Project Title: 5775 W Mill Rd Report data: 11/04/22 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC 1ST ` �tGW P'8''�G'� �� DWG No: � Data filename:j:\68B3\Calculations\REScheck\5775 W Mille RD REScheck.rck Page 2 of 6 Data filename:J:\6883\Calculations\REScheck\5775 W Mille RD REScheck.rck Page 3 of 6 PRINTING AND 2020NYSRC, 1ST PRINTING. 0 * .� in I THE HEREBY UNDERSIGNED NY S�ATE REGISTERED DESIGN PROFESSIONAL STATE THATE �, TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS /rrt?07a1 ��' AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. 'bkplr o�P4 � Ab� SS i "It is a violation of the State Education Law for any person, Architect 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 alter ed, the altering engineer shall affix to the item Ar l*tans Verffi d .:; 1 I t e e d Verified , .. I 'tsn Verifiedietzl Verified:~ "' s or her seal and the notation altered b followed b his # i M Framing f itaugt► In lnspectlon ": Complies? Comments/Assurnptions # 01nal inspection provisions.r i Ceintpties7 t`orhirientslJ�ssuYn bons Value Volute Value' Value p or her ite •ip, signature and the date of such alteration, andya .. . eq, R ', ,.., • specific description of the alteration. 403.3.1 Supply and return ducts m attics , ,,, ., ;.;:. "" -.:;,","_ "...,.",,❑Complies ,Requirement will be met. 403.5,1,2 ;Electric heat trace systems , " .. , , ° ' �❑Corn lies 'Exce✓tlon': Requirement Is P P Qrc i ect u r e p�. e:; P p q This plan is approved only for the work indicated on the[FR2211 insulated>= R-8 where duct is " r' -, ❑Does Not [FI29]r, comply with IEEE 515.1 or UL �. "❑Does Not I not a licable. — — plans/spec: h '; PP >- 3 inches in diameter >— a and Location on lication s ecification sheet. all other matters are not to be Not Observable 515.Controls automatically „. PP P ',.❑ � � NotObservable R-6 where<3 inches.Su I and,. �❑ , Supply ,REFER TO MECHANICAL SPEC °adjust the en inretie� e e input to thed upon, or to be considered as either being approved or energy P P return ducts in other portions of ❑Not Applicable ,SHEET a °❑Not A licable T P hat tracing to maintain the PP in accordance with applicable codes. JM2 ARCHITECTURE, PC the building insulated>=R-6 for i wtemperatureI Pp'desired red water in the diameter>=3 inches and R-4.2 ( ;, piping- ,. " . � 24 10 NORTH OCEAN AVENUE for 3 Inches In diameter. €" --�-" - -- =�- 403.5.2 ;Water distribution systems that ;❑Complies ;Requirement will be met. SUITE 300 403.3.5 ;Building cavities are not used as �,� ..:.ry ':�, :.; ," ❑Complies ;Requirement will be met. FI30P have recirculation pumps that IFR15 ducts or plenums. %' [ P p ❑Does Not I p ❑Does Not ; ;pump water from a heated water :` ;Location on plans/spec: FARM I NGVI LLE, NY, 1 1738 3 # supply ❑Not Observable , " Not Observable pP y pipe back to the heated DRAWING P601 ❑ water source through Not Applicable 631 .320 u ce rough a cold T 63 I .320.3307 .3305 F� ❑Not Applicable ,water supply pipe have a i A03.4 :.::;;<-HVAC piping conveying fluids 1 R- R- f❑Complles F Requirement will be met. demand recirculation water .h ; IFR17Ix; "labove 105 OF or chilled fluids ; ;❑Does Not ; ;system.Pumps have controls Applicant: '. 'below 55 aF are insulated to aR- ; ; ; that manage operation of the "!3• ,❑Not Observable , :pump and limit the temperature Anthony Martignetti ;❑Not Applicable ; of the water entering the cold I 403.4.1 Protection of insulation on HVAC ❑Complies ;Re uirement will be met. !water piping to 1044F. I 8 East 92 rid 5t, Apt 3 FR24 1 , , q - , [ I piping. ❑Does Not ; 403.5.4 L.r Drain water heat recovery units ❑Complles !Exception: Requirement Is New York NY I 12 F131 x. tested in accordance with CSA 0 8 []Not Observable ; [ ] Does Not ;not applicable. B55.1. Potable water-side ; (9 17) 535 - 3777 ❑Not Applicable ; pressure loss of drain water heat ;;0Not Observable , d03:*�;3 Hot water pipes are insulated to ;/R- R- -;❑Complies ;Requirement will be met. recovery units<3 psi for F'h❑Not Applicable IFRIBI?."-". zR-3. ' Architect of Record : ;❑Does Not ;individual units connected to one ; ; or two showers. Potable water- ; ❑Not Observable , ` side pressure loss of drain water JM2 Architecture, PC ❑Not Applicable , heat recovery units<2 psi for ; `individual units connected to 2410 North Ocean Ave, Suite 300 Additional Comments/Assumptions: ,three or more showers. FarmingV111e, NY, 11738 <_ 404.1 75%of lamps in permanent _ ❑Complies :Exception:All lighting Is (63 I) 320 - 3305 [FI6]1 fixtures or 75%of permanent ❑Does Not :provided by lour-voltage fixtures have high efficacy lamps. A systems. Does not apply to low-voltage []Not Observable ; MEP E n I n e e r: lighting. - ❑Not Applicable 404.1.1 Fuel gas lighting systems have ";[]Complies ;Exception: Requirement is 9 [FI23J1 ?no continuous pilot light. ❑Does Not ;not applicable. Emtec ConslJlting Engineers DPC t ;❑Not Observable r , __ ; ONotApplicable 3555 Veterans Memorial Highway, Suite M 303.3 =Manufacturer manuals for µ" -�T - y ❑Complies :Requirement will be met. Ronkonkoma, NY 1 1779 IFI1813 mechanical and water heating { ❑Does Not (631) 35G - 2176 systems have been provided. ' 5 u rveyo r: ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: Nathan Taft Corwin 155G Main Road, Jamesport, NY 11547 (631) 727 - 2090 Project Name 5775 W Mill Road Project Address 5775 W Mill Rd, 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2,Medium Impact(Tier 2) 3 Low Impact(Tier 3) M a tti t u ck, NY 1 1952 Project Title: 5775 W Mill Rd Report date: 11/04/22 Project Title: 5775 W Mill Rd Report date: 11/04/22 Data filename:J:\6883\Calculations\REScheck\5775 W Mille RD REScheck.rck Page 4 of 6 Data filename:J:\6883\Calculations\REScheck\5775 W Mille RD REScheck.rck Page 6 of 6 Project Type Renovation Revisions 07-16-22 ISSUED FOR SCHEMATIC DESIGN 1 1 -04-22 15SUED FOR PERMIT I 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 5UB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title ENERGY CODE COMPLIANCE 5HEET G 5CTM# 1000-106-6-3 APP No: 5CDH5 No.: JM2 #: 2022-0642 TO THE BEST OF MY KNOWLEDGE BELIEF AND PERSONAL JUDGMENT; Planning #: _ DATE: 5i3i2022 THE COMMERCIAL PORTIONS (ACCESSORY SPACES TO R2 OCCUPANCIES) OF THESE PLANS AND SPECIFICATIONS ARE iN COMPLIANCE WITH SECTIONS C403, C404, C405, SEAL $ SIGNATURE: DESIGNED BY: Jr C406.3 AND C408.3 OF CHAPTER 4 1 El "COMMERCIAL PROVISIONS "OF THE 2020 NYSBC. CHECKED BY: Ass r� SCALE: As iralcated THESE PLANS AND SPECIFICATIONS {� RE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST P.��4`� '�.� DWG No: PRINTING AND 2020NYSRC, 1ST PRINTING. I THE HEREBY UNDERSIGNED NY S1�ATE REGISTERED DESIGN PROFESSIONAL STATE THATZd„ Ij. �w s TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS �` 0 6 Z AND/OR SPECIFICATIONS ARE IN CdMPLIANCE WITH THE 2020 NYSECCC. �'°$p1007111 Epv� ressloo i "It is a violation of the State Education Law for any person, Architect of 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 his or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a specific description of the alteration." �'lC o t e c t u r e P.c. This plan is approved only for the work indicated on the 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 631 .320.3305 F) 631 .320.3307 Applicant: FIRE ALARM SYSTEM 1/0 MATRIX Anthony Martignetti SYMBOL LIST DESIGNED FIRE ALARM SYSTEM BASED UPON CONTROL UNIT NOTIFICATION FIRE SAFETY CONTROL 8 East 92nd St, Apt 3 ASSEMBLY OCCUPANCY CLASSIFICATION WITH LESS ANNUNCIATION 2-1 New York, NY 10126 J L o z (917) 535 - 3777 SYMBOL DESCRIPTION � -�0 z ¢ w o X ¢ ¢ ¢ w o THAN 1000 PEOPLE S ; o ¢o Z¢ � R~ ,� _ =Ld= o�, a c� w cn z�,.o- o z w O N o FACP FIRE ALARM CONTROL PANEL m w o mw ,o�� ¢ w¢� zao HJ ;K wi o o O pz W Architect of Record : cn S J w�� ooNga �� r. >E o Z� wir Ir 03 Yo Qo a�= =o awJ� ZrQ� __& oZo J Buz, �z o" �o Nz JM2 Architecture, PC �OO F--m 000 Of- wU¢O z oov'O O]WZ ¢U 0 ``0 ON 00 W 0 cn ANN FIRE ALARM ANNUNCIATOR FIRE ALARM GENERAL DESCRIPTION OF ¢¢Z ¢ NN0 af M N~ O o- N UEo z J o= >¢ �_� Z• z�W Zs� '-� o�'Q Z¢} � �� U ow =z o,go �`` �m Q 24 10 North Ocean Ave, Suite 300 Oil= Og0 O = Z fn ((��Z Z0�0 0n8z ,dZ N> �> J> Z Z 0 V) m ' z M� ogo = z o= o z moo-== o ¢o ¢o CD o¢z mo0 zw '�' Farmingvdle, NY, 1 1738 J '¢_ v7 �¢z o o z ^�¢ �,¢z owo moo_ o z� =z ¢ LU z ¢= w WORK SCOPE oOW oJ� ogQ¢ Boa zo Q �� N� Cr �W� W~ FAC FIRE ALARM COMMUNICATOR (CELLURAL AND/OR INTERNET PROTOCOL) F m o c- O H' ,W" Q¢� o¢} ¢>- �= o v,¢= YF- (631) 320 - 3305 VJ en Op� O¢¢ Opm tL ON O OF-¢l¢i Wv>Z L�J ■ Za Ow ZOm �JW Z�m SO ¢ > >�a L> o ��¢� � J0V¢ wok ¢M o ;R ��,W �0 MEP Engineer: FIRE ALARM PHOTOELECTRIC SMOKE DETECTOR o 0 o z ooa o = w M��a z ¢ -O¢ YR _¢� w ¢ ¢ O Of'm D!OW o l-¢ af0� CD D �UU W=O =�- U O Z50 a5O 00j0 !1¢F=- -J JOF- �O D_ A 'A' DENOTES ABOVE HUNG CEILING °-ate �¢w Wiz a�� ¢ o¢� �zNZ �Uz� c�i�Q� ��0 v=i�c� ��v J�.F- Qzo -J �= o INSTALLATION OF A MANUAL AND AUTOMATIC SMOKE DETECTION FIRE ALARM SYSTEM. o o boo O o N¢ �-z¢ • z a zo zo rzo J,o= o'= JF- Emtec Consulting Engmeer5 DPC MULTI-CRITERIA FIRE AND CARBON MONOXIDE DETECTOR INSTALLED ON �= w�Z z'-c� o= F= <a a� Czwa �v-,W>- L-- �LLjz �Wz oo zrLo zwo J r ®Co SOUNDER BASE FOR LOCAL NOTIFICATION O moo— —¢ Mo= Mir moo= wo= 3UJW0 3== ¢JUZ ��o >- - z= M z J >z �� M. o O 3555 Veterans Memorial Highway, Suite M ¢ ¢¢_ �Z J J O O O (n �� Z OHO QQ: W ��w 5v¢ ¢� g =�¢ cn¢v�� v�¢m¢ v��o¢ cno_� cno cnoc� o= �¢— oo= wW 0 R FIRE ALARM SMOKE DETECTOR WITH SENSOR FOR DUCT. SYSTEM INPUTS 1—z F— z�5 00& z Z aow oz z¢ a� 7a�z �z Q�z �� Sow o� c� o c� OS20 c� _ � zoo �z � �z o � o �Wo �Wo �Wo W = =oc» =z= JQ w Ronkonkoma, NY 1779 0 0• o 0 �S FI = RETURN AIR; S= SUPPLY AIR ¢?� ¢z. ¢cnzm ¢z� o fr<<V) i—¢i=¢ �¢�v� R- C-) f-oM i—o0M �-MM �~ �W¢m �'¢~ "n � (631) 356 - 2176 1 AREA SMOKE DETECTOR 0 0 0 0 0 ® 0 �(R1 FIRE ALARM REMOTE INDICATOR LAMP - WALL MOUNT Surveyor: 2 AREA HEAT DETECTOR 0 0 0 0 0 0 ® 0 Nathan Taft Corwin 75 3 MANUAL PULL STATION 158G Main Road, � FIRE ALARM HORN/STROBE - WALL MOUNT. NUMBER DENOTES MINIMUM CANDELA OUTPUT 4 DUCT SMOKE DETECTOR ® ® JameSport, NY 11947 6 NUMBER DENOTES FIRE ALARM BMINIMUM CANDELA OUTPUT L MOUNT. AREA CARBON MONOXIDE ® 0 0 0 0 ® (63 I) 727 - 2090 �` 5 DETECTOR 75 SPRINKLER FIRE ALARM SPEAKER/STROBE - 6 FLOW SWITCHYSTEM WATER ® 0 ® 0 ® 0 Project Name 2W NUMBER DENOTES MINIMUM CANDELA OUTPUT AND WATTAGE OUTPUT SPRINKLER SYSTEM J 7 TAMPER SWITCH 0 0 ADDRESSABLE SINGLE OR DUAL INPUT MONITOR MODULE 8 FFIRE AILURE ALARM AC POWER ® ® 5 775 W Mill Road 0 .cR ADDRESSABLE CONTROL RELAY FIRE ALARM SYSTEM LOW 0 4 0 9 BATTERY MR AUXILIARY RELAY 10 OPEN CIRCUITCIRCUIT OR GROUND 0 0 0 ® Project Address 11 NoTiFICATION CIRCUIT SHO TPPLIANCE 0 Q 0 0 ® 5775 W Mill Rd, END OF LINE RESISTOR Mattituck, NY 11952 0 FLOW DETECTOR/SWITCH 1. BUILDING IS EQUIPPED WITH EXISTING LOCAL FIRE DEPARTMENT AUTHORITY HAVING JURIDSICTION INSPECTED AND APPROVEb FIRE ALARM SYSTEM, WHICH OPERATES PER THE AUTHORITY APPROVED INITIATION, NOTIFICATION, AND REPORTING SEQUENCES. Project Type vs VALVE SUPERVISORY SWITCH 2. CONTRACTOR SHALL COORDINATE WITH BUILDING FIRE ALARM SERVICE VENDOR FOR PROGRAMMING AND VERIFY THAT THE BOVE SEQUENCE OF OPERATION DEVICES NOT CONFLICT WITH THE EXISTING MODIFIED SYSTEM. Renovation Ps PRESSURE DETECTOR/SWITCH F MANUAL PULL STATION FIRE ALARM SYSTEM 1/0 MATRIX Revi5ion5 07-18-22 ISSUED FOR SCHEMATIC DE51GN Q FIRE ALARM HEAT DETECTOR 1 1-04-22 ISSUED FOR PERMIT SUL ANSUL SYSTEM NOTE: NOT ALL SYMBOLS ARE USED IN DRAWINGS BUILDING LOCATION } THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND LOCATION MAP AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. SCALE: N.T.S. 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 F IRE ALARM DRAWING LIST GENERAL NOTES DRAWING NO. TITLE SCTM# 1000-106-6-3 APP No: SCDHS No.: JM2 #: 2022-OG42 FA-001 FIRE ALARM GENERAL NOTES FA-002 FIRE ALARM GENERAL NOTES Planning #: _ DATE: 5/3/2022 FA-101 FIRE ALARM FIRST FLOOR PLAN SEAL it SIGNATURE: DESIGNED BY: Jh FA-102 FIRE ALARM 2 D FLR &ATTIC PLANS CHECKED BY: ARS FA-501 FIRE ALARM DETAILS p'F HBW FA-601 FIRE ALARM RISER DIAGRAMS � �N �•SQ� d� SCALE: As indicated FA-701 FIRE ALARM SPECIFICATIONS (NOT ISSUED) * Z0 * DWG No: �4FESSIOt� I/�/ "It is a violation of the State Education Law for any person, rc itect of 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 his or her seal and the notation "altered by" followed by his iJima FIREALARM GENERAL NOTES' or her signature and the date of such alteration, and a specific description of the alteration." �� = �.r p ,�'+ � � (u�+ c p P.C. This plan is approved only for the work indicated on the application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC 1. ALL WORK SHALL BE IN ACCORDANCE WITH LATEST VERSION OF In accordance with applicable codes.BUILDING CODE OF NEW YORK STATE, LOCAL AUTHORITY HAVING JURISDICTION 2410 NORTH OCEAN AVENUE ORDINANCE, NFPA 72 AND NATIONAL ELECTRIC CODE REQUIREMENTS. SUITE 300 2. ALL NEW FIRE ALARM EQUIPMENT, DEVICES AND APPLIANCES SHALL BE UL LISTED AND AS SPECIFIED ON SYMBOL LIST ON THIS DRAWINGS SET. FARMINGVILLE, NY, 1 1738 3. ALL FIRE ALARM CIRCUITS SHALL BE SIZED TO A MAXIMUM OF 80% OF CAPACITY. T G31 .320.3305 F I G31 .320.3307 4. ALL FIRE ALARM CIRCUITS SHALL BE WIRED USING NFPA CLASS A; STYLE 6, WITH THE EXCEPTION OF THE NETWORK CIRCUIT WHICH SHALL BE NFPA Applicant: CLASS X. ALL NOTIFICATION APPLIANCES SHALL BE WIRED USING NFPA CLASS B STYLE Z CIRCUIT TYPE. T-TAPPING IS NOT ALLOWED FOR ALL Anthony Martignetti CIRCUIT CLASSES. 8 East 92nd St, Apt 3 5. ALL LOW VOLTAGE FIRE ALARM CONDUCTORS SHALL BE PROTECTED BY EITHER BUILDING CONSTRUCTION OR CONDUIT TO 10 FEET ABOVE THE New York, NY 10128 FINISHED FLOOR. FIRE ALARM CONDUCTORS LOCATED IN LOADING DOCKS, GARAGES, MECHANICAL, ELECTRICAL ROOMS OR IN OTHER LOCATION WHEN (917) 535 - 3777 SUBJECT TO MECHANICAL DAMAGE SHALL BE ENTIRELY IN RIGID CONDUIT OR EMT. IN ALL OTHER AREAS, WIRE MAY BE RUN WITHOUT CONDUIT ABOVE 10 FT AND SHALL BE FASTENED TO BUILDING WALL OR CEILING EVERY 3 FEET OR LESS, UNLESS OTHERWISE NOTED. Architect of Record : 6. CONDUITS MAY NOT ENTER THE TOP OF ANY FIRE ALARM EQUIPMENT CABINET. FIRE ALARM SYSTEM FILING AND INSPECTION NOTES: JM2 Architecture, PC 24 I 0 North Ocean Ave, Suite 300 7. ALL FIRE ALARM EQUIPMENT SHALL BE INSTALLED WITH AESTHETICS IN MIND. CABINETS SHALL BE SEMI FLUSH MOUNTED AND CABLE TRAYS SHALL BE 2410g North NY, I Ave, HIDDEN. 738 1. INSTALLING CONTRACTOR IS RESPONSIBLE TO FULFILL FIRE MARSHALL REQUIREMENTS FOR PROPER FILING OF THIS (G31) 320 - 3305 8. ALL FIRE ALARM CABINETS AND SYSTEM JUNCTION BOXES PLATES SHALL BE PAINTED RED. ALL FIRE ALARM CABINETS SHALL BE CLEARLY LABELED PROJECT APPLICATION AND OBTAIN THE AUTHORITY HAVING JURISDICATION (AHJ) PERMIT PRIOR STARTING INSTALLATION WITH ENGRAVED LABEL. WORK. ALL COST ASSOCIATED WITH THIS PROCESS IS THE CONTRACTOR RESPONSIBILITIES. MEP Engl neer: 2. THIS CONTRACTOR SHALL PREPARE THE LOCAL AHJ COMPLAINT FILING DRAWINGS, BATTERY CALCULATIONS AND EQUIPMENT Emtec Con5ulting Engineers DPC 9. EACH FIRE ALARM DEVICE AND/OR APPLIANCES SHALL BE LABELED WITH ITS DIGITAL ADDRESS USING 'P-TOUCH' WHITE TAPE AND BLACK LETTERS. CUT SHEETS AND SUBMIT TO THE LOCAL AHJ OFFICE. 3555 Veterans Memorial Highway, Suite M 10. ALL REMOTE LAMPS SHALL BE LABELED USING 'P-TOUCH' LABEL CONTAINING THE ASSOCIATED FA DETECTOR INFORMATION (DIGITAL ADDRESS) AND ITS Ronkonkoma, NY 1 1775 LOCATION. 3. LOCATIONS OF ALL FIRE ALARM EQUIPMENT, DEVICES AND APPLIANCES SHALL BE SUBJECT TO THE LOCAL AHJ VERIFICATION (G3 I) 35G - 2 17G AND APPROVAL. IF ANY CHANGES/ADDITIONS MUST BE MADE TO FILING DRAWINGS, OR IF THE FILING PACKAGE IS REJECTED 11. ALL FIRE ALARM WIRES SHALL BE CLEARLY LABELED IN JUNCTION BOXES AND CABINETS. ALL TERMINALS SHALL BE NUMBERED AND LABELED. ALL BY LOCAL AHJ, THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT THE SUBMITTAL AND RE-FILE. ALL COST Surveyor: CONNECTIONS SHALL BE EITHER SOLDERED, APPROVED TERMINAL STRIPS OR SCOTCH LOCKS. ASSOCIATED WITH THIS PROCESS IS THE CONTRACTOR RESPONSIBILITIES. Nathan Taft Corwin 4. IF ANY CHANGES ARE MADE TO FIRE ALARM SYSTEM DURING INSTALLATION PHASE, AS BUILT PLANS SHALL BE PREPARED 158G Main Road, 12. WHEN PENETRATING THRU 1-HR OR 2-HR FIRE RATED WALL, CEILING OR FLOOR, THE FIRE ALARM CIRCUIT SHALL BE SUBJECT TO FIRE STOPPING BY THE CONTRACTOR AND RE-FILED WITH THE LOCAL AHJ PRIOR THE AHJ SYSTEM INSPECTION. Jame5port, NY 1 1947 REQUIREMENTS AND SHALL BE ENCLOSED IN CONDUIT. UTILIZE APPROVED UL FIRE STOPPING METHOD. REFER TO FA-501.00 FOR REFERENCES. (63 I) 727 - 2090 13. FIRE ALARM CABLES SHALL NOT BE MIXED WITH NON FIRE ALARM CABLING. LOW VOLTAGE FIRE ALARM CABLING SHALL NOT BE MIXED OR WIRED 5. UPON COMPLETION OF THE FIRE ALARM SYSTEM INSTALLATION THIS CONTRACTOR SHALL SCHEDULE WITH ENGINEER OF NEAR ANY AC CIRCUIT. RECORD AND PERFORM THE FIRE ALARM SYSTEM VERIFICATION PRE-TEST. THE LOCAL AHJ SYSTEM ACCEPTANCE TEST Pro ect Name SHALL NOT BE SCHEDULED, UNTIL THE SUCCESSFUL PRE-TEST HAS BEEN COMPLETED AND WITNESSED B ENGINEER OF J 14. JUNCTION OR BACK BOXES FOR ALL FA EQUIPMENT, DEVICES AND APPLIANCES SHALL BE RECESSED AND CABLES CONCEALED IN SPACES WITH RECORD. GYPSUM WALLS, AND GYPSUM OR HUNG CEILING. 6. AFTER SUCCESSFUL SYSTEM TESTING AND APPROVAL BY THE LOCAL AHJ, THE FIRE ALARM SYSTEM INSTALLER SHALL 5 775 W Mill Road 15. ALL LOW VOLTAGE WIRING SHALL BE FPLP 150 DEGREE C CERTIFIED WIRE. ALL NOTIFICATION CIRCUITS SHALL BE A MINIMUM OF 14 AWG AND ALL PROVIDE OWNER WITH (1) ONE FULL SIZE PRINT SET OF AS-BUILT DRAWINGS AS WELL AS ITS AutoCAD DRAWINGS FILES. INITIATION FIRE ALARM CIRCUITS SHALL BE 16 AWG MINIMUM. Project Address 16. POLARITY SHALL BE OBSERVED ON ALL CIRCUITS. T-TAPPING SHALL NOT BE ALLOWED ON ANY NOTIFICATION CIRCUITS (HORN, STROBE OR SPEAKER). 5 775 W Mill Rd, 17. ALL WIRING SHALL BE INSPECTED TO ASSURE THERE ARE NO OPENS, SHORTS OR EARTH GROUNDS. PERFORM PRE-TESTING AND TESTING PER NFPA 72 Mattituck, NY 1 1952 18. SHIELDED CONDUCTORS OR RUNNING IN SEPARATE RACEWAY SHALL BE AS INSTRUCTED BY THE FIRE ALARM MANUFACTURER'S DOCUMENTATION. ALL Project Type NON-POWER LIMITED WIRING, INCLUDING CIRCUITS FOR CENTRALIZED AMPLIFIERS SHALL BE RUN IN A SEPARATE RACEWAY. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST 19. FIRE ALARM EQUIPMENT SHALL BE POWERED FROM DEDICATED CIRCUIT BREAKER IN DESIGNATED ELECTRICAL PANEL. THE CIRCUIT BREAKER SHALL BE PRINTING AND 2020NYSRC, 1ST PRINTING. Renovation IDENTIFIED AS "FIRE ALARM CONTROL PANEL" UTILIZING RED NAMEPLATE WITH ENGRAVED WHITE LETTERS. ALL WIRING SHALL BE #12 MINIMUM THHN OR EQUIVALENT RUN IN %" INCH EMT/RGS AND IN ACCORDANCE WITH NEC REQUIREMENTS. EQUIPMENT GROUNDING WIRE SHALL BE #12 MINIMUM. I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATE THAT PROVIDE LABEL ON BACK OF FACP DOOR INDICATING POWER FEED SOURCE, LOCATION AND CIRCUIT BREAKER NUMBER. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS Rev151on5 20. FIRE ALARM CONTROL PANEL AND OTHER FIRE ALARM SUB-SYSTEM CONTROL EQUIPMENT SHALL BE PROVIDED WITH SECONDARY POWER SOURCE IN AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. 07-18-22 ISSUED FOR SCHEMATIC DESIGN FORM OF DEDICATED STORAGE BATTERIES. THE SECONDARY POWER SOURCE SHALL MEET REQUIREMENTS OF APPLICABLE VERSION OF NFPA 72. AT 1 1 -04-22 ISSUED FOR PERMIT MINIMUM IT SHALL HAVE SUFFICIENT CAPACITY TO OPERATE FIRE ALARM SYSTEM UNDER QUIESCENT LOAD FOR A MINIMUM OF 24 HOURS AND THEN OPERATE THE SYSTEM DURING EMERGENCY CONDITION FOR PERIOD OF 15 MINUTES AT MAXIMUM CONNECTED LOAD. PROVIDE ALL NECESSARY BATTERY CALCULATION FOR AHJ AND ENGINEER OF RECORD REVIEW AND APPROVAL. 21. REQUIRED 24 VDC POWER TO ALL ADDRESSABLE CONTROL RELAYS SHALL BE PROVIDED FROM FIRE ALARM CONTROL PANEL. 22. PROVIDE INDEPENDENT AND DEDICATED 120VAC POWER TO ALL MOTORIZED FIRE SMOKE AND/OR SMOKE DAMPERS. POWER CIRCUIT SHALL BE OBTAINED FROM LOCAL ELECTRICAL PANEL(S) WITH SPARE OR SPACE CAPACITY. HE FSD's AND/OR SD's ARE FURNISHED BY OTHER TRADE AND WIRED BY THIS CONTRACTOR. IF THE MOTORIZED DEVICES PROVIDED OPERATE ON VOLTAGE OTHER THAN 120VAC, THIS CONTRACTOR SHALL PROVIDE DEDICATED 120VAC ALONG WITH APPROPRIATE VOLTAGE POWER SUPPLY (INCLUDING A STEP DOWN TRANSFORMER(S)) ACCORDINGLY. 23. FACP SHALL BE EQUIPPED WITH A DIGITAL COMMUNICATOR FOR AUTOMATIC COMMUNICATION WITH AN APPROVED CENTRAL STATION DESIGNATED BY OWNER. THE DIALER SHALL BE CAPABLE OF COMMUNICATE FOLLOWING EVENTS: FIRE ALARM, CARBON MONOXIDE ALARM, MANUAL STATION ACTIVATION, SUPERVISORY, AND TROUBLE. REFER TO FIRE ALARM 1/0 MATRIX FOR REQUIREMENTS AND DETAILS. 24. ALL CEILING MOUNT DEVICES MUST BE SECURELY FASTENED TO BUILDING STRUCTURE OR CONSTRUCTION FIXED ELEMENTS. 25. DUCT MOUNTED SMOKE DETECTORS SHALL BE MOUNTED ON DUCTWORK IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. AIR SAMPLING TUBE MUST PENETRATE ENTIRE WIDTH OR DEPTH OF THE AIR DUCT. ALL DUCT DETECTORS SHALL BE PROVIDED WITH A REMOTE LED WHEN CONCEALED OR NOT VISIBLE WHILE STANDING ON FLOOR BELOW. 26. PROVIDE ADDRESSABLE CONTROL RELAYS, AND IF NECESSARY AUXILIARY RELAYS FOR ALL HVAC AND VENTILATION EQUIPMENT DESIGNATED TO BE SHUTDOWN. FANS RESET TO BE CONTROLLED BY FIRE ALARM CONTROL PANEL. RESTART OF THE FANS SHALL OCCUR AUTOMATICALLY, UPON MANUAL RESET OF THE FIRE ALARM CONTROL PANEL. 27. NOTIFICATION WALL MOUNTED APPLIANCE SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80 INCHES AND NOT GREATER THAN THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 96 INCHES ABOVE THE FINISH FLOOR. WHERE LOW CEILING HEIGHT DO NOT PERMITS MOUNTING AT MINIMUM OF 80 INCHES, THE VISIBLE APPLIANCE AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. SHALL BE MOUNTED WITHIN 6 INCHES OF THE CEILING. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 28. ALL STROBE LIGHTS SHALL BE ADA AND UL-1971 APPROVED/LISTED. THE MINIMUM CANDELA AS INDICATED ON FLOOR PLAN. VIOLATION OF SECTION 7205 SUB-DIVISION 2 OF THE N.Y. 29. ALL STROBE DEVICES AND STROBE ELEMENT OF AUDIBLE APPLIANCE SHALL REMAIN ACTIVE, AFTER SILENCE FUNCTION OCCURS. STATE EDUCATION LAW. Drawing Title 30. PROVIDE NECESSARY CONTROL AND AUXILIARY RELAYS FOR FAN AND/OR OTHER EQUIPMENT SHUTDOWN, DOOR RELEASE, DAMPER CONTROL, ELEVATOR fIRE ALARM CONTROL, ETC. THEY SHALL BE WIRED A MAXIMUM OF 3 FT FROM THE CONTROLLED DEVICE, THE AUXILIARY RELAY SHALL FUNCTION WITHIN THE REQUIRED VOLTAGE AND CURRENT OF THE CONTROLLED DEVICE. SLAVE OR INTERPOSING RELAYS SHALL BE INCLUDED AND POWERED BY THE FIRE ALARM CONTROL PANEL OR INDEPENDENT DEDICATED POWER SUPPLY WHERE NECESSARY, IN A FAIL-SAFE (FIRE FUNCTION) POSITION. POWER TO THE GENERAL NOTES INTERPOSING RELAY SHALL BE MONITORED BY THE FIRE ALARM SYSTEM. 31. PROVIDE ADDRESSABLE CONTROL RELAYS, AND IF NECESSARY AUXILIARY RELAYS FOR ALL HVAC AND VENTILATION EQUIPMENT DESIGNATED TO SCTM# 1000-I OG-G-3 APP No: BE SHUTDOWN. UPON FIRE ALARM CONTROL PANEL RESET, FANS RESTART TO BE IMPLEMENTED BY FIRE ALARM CONTROL PANEL. EACH AFFECTED FANS SHALL HAVE DEDICATED PUSH-BOTTON CONTROL AT THE FACP AND BE RESTARTED MANUALLY. SCDHS No.: JM2 #: 2022-OG42 32. FIRE ALARM SYSTEM (FACP) SHALL BE EQUIPPED WITH AN ALARM VERIFICATION FEATURE TO REDUCE UNWANTED ALARM SIGNALS FROM TRANSIENT Planning #: DATE: 5/3/2022 CONDITION(S). THE ALARM VERIFICATION IS APPLICABLE ONLY TO SMOKE DETECTORS. - 33. UPON THE PROJECT COMPLETION, THE INSTALLING CONTRACTOR SHALL PREPARE AS-BUILT FIRE ALARM DRAWINGS AND FURNISH THEM IN DIGITAL SEAL t SIGNATURE: DESIGNED BY: Jh FORM (PDF Format) TO THE PROJECT ENGINEER AND VERIZON ALONG WITH CUT SHEETS, AS PART OF CLOSE-OUT PACKAGE. THE DRAWINGS MUST CHECKED BY: AR5 CONTAIN FLOOR PLANS AND RISER DIAGRAM WITH ALL FIRE ALARM EQUIPMENT DEVICES AND APPLIANCES INDICATED ALONG WITH THEIR DIGITAL 0� NE W ADDRESSES. rc, k,SO SCALE: As indicated 34. INSTALLING CONTRACTOR SHALL FULFILL ALL LOCAL TOWN AND AHJ REQUIREMENTS FOR PROPER FILING OF PROJECT APPLICATION. HE/SHE IS * 0 * DWG No: RESPONSIBLE TO PREPARE FILING DOCUMENTS (DRAWINGS, CUT SHEETS AND CALCULATIONS) AND FILE IT WITH LOCAL AHJ. ALL COST UJ ASSOCIATED WITH THIS PROCESS, INCLUDING PERMIT AND FILLING, IS THE CONTRACTOR RESPONSIBILITIES. �, 41 u MR 2 �� 0 3 4 r''b FA 00 "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 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 JM2 or her signature and the date of such alteration, and a specific description of the alteration." rc itecture P.c. This plan is approved only for the work indicated on the ,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, 11738 T G31 .320.3305 F G31 .320.3307 930 _ Applicant: r ' Anthony Martignetti 11 1 1 1 I ! 8 East 92nd St, Apt 3 1 New York, NY 10128 (917) 535 - 3777 1 DINING ----------- Architect of Record : �l O95F JM2 Architecture, PC 75 ° OPEN 2410 North Ocean Ave, Suite 300 I(JCMEN Farmingville, NY, 1 1738 (SEE.A-5) — (G31) 320 - 3305 l o X MEP Engineer: 1 ,5 SERVER; Pj BATH b Emtec Consulting Engneer5 DPC O STAT!ONj ° x ,1 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 1 1779 15 1 D:v (G31) 35G - 217G 7 .` ,, a `:b �_ 5 u rve o r: Nathan Taft Corwin 158G Main Road, `. 15 Jame5port, NY 1 1947 (G31) 727 - 2090 41 BATH BATH HALL. - - --__- Project Name 30g Doc - : -- _- ---_- 5 775 W Mill Road K M� I; ; >q Project Address -- --ROOFED OVER PATIO — �,,�;, 5775 W Mill Rd, �_. Mattituck, NY 1 1952 FOYER Project Type c BAR AREA O Renovation 1 ' -r c'HAT5) i I i Revisions 07-18-22 ISSUED FOR SCHEMATIC DESIGN 1 1 -04-22 ISSUED FOR PERMIT II 11 F ,SHEET NOTES DN ENTRYf -_ MO5T iP,il I,g. 1. ALL EQUIPMENT IS NEW, UNLESS OTHERWISE. FACP J Q 2. PROVIDE ALL NECESSARY WIRING AND ACCESSORIES AS 75 REQUIRED FOR A COMPLETE OPERABLE SYSTEM. CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS SUCH AS WP 75 RELAYS, MODULES, SUPPLEMENTARY INTERFACE / EXPANDER ,•� DN DN MR DN RAMP PANEL, STROBE & HORN MODULES, ETC. AS REQUIRED. 3. ALL EXPENSES FOR WORK REQUIRED TO BE PERFORMED BY THE CURRENT BUILDING FIRE ALARM CONTRACTOR SHALL BE WpJ K INCLUDED AS PART OF THIS BID PROPOSAL. 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIRST FLOOR PLAN SCHEDULING, COORDINATING AND TESTING THE SYSTEM TO THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ENSURE THAT NEW EQUIPMENT OPERATES AS A COMPLETE SCALE: 1/4" = 1'-0" ' OPERABLE SYSTEM. AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 5. SPf_AKER/STROBES SHALL BE OF A SUFFICIENT WATTAGE,TAPPED TO PROVIDE AT LEAST A 15dB ABOVE AMBIENT VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. AUDIBLE SIGNAL. STATE EDUCATION LAW. 6. ADD NEW ADDITIONAL FLOOR DEVICES & END LINE RESISTORS Drawing Title AS REQUIRED. THE CONTRACTOR SHALL COORDINATE WITH IF IRE ALARM FIRE ALARM MAINTENANCE CONTRACTOR AND PROVIDE ADDITIONAL LOOPS AS REQUIRED. 7. COORDINATE EXACT INSTALLATION LOCATION OF ALL FIRE f I K5T F LOOR PLAN ALARM INITIATION AND NOTIFICATION DEVICES AND EQUIPMENT IN FIELD. REFER TO DETAILS) ON DRAWING FA5.1. SCTM# 1000-1 OG-G-3 APP No: 8. COORDINATE FINAL LOCATION OF ALL FIRE ALARM DEVICES SCDHS No.: JM2 #: 2022-0642 AND ASSOCIATED EQUIPMENT WITH MECHANICAL, PLUMBING AND SPRINKLER SYSTEM(S) WITH RESPECTIVE TRADES PRIOR Planning #: DATE: 5/3/2022 TO INSTALLATION. SEAL SIGNATURE: DESIGNED BY: JH 9. SPRINKLER, FLOW AND TAMPER SWITCHES CONNECTED TO MAIN FACP ARE LOCATED IN REMOTE AREA. CHECKED BY: AR5 of N F W 'S �14 R,Sp ©,� SCALE: A5 indicated * ((d * VG No: "It is a violation of the State Education Law for any person, Architect 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 JM2 or her signature and the date of such alteration, and a specific description of the alteration." r li t e c t U o le P.c. This plan is approved only for the work indicated on the ��rr 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 1631 .320.3305 F 631 ,320.3307 Applicant: Anthony Martignetti 8 East 92nd St, Apt 3 New York, NY 10128 7 (917) 535 - 3777 i L--------J I Architect of Record : I -----; , o0 JM2 Architecture, PC ' i I i 2410 North Ocean Ave, Suite 300 Farmin9 ville, NY, 1 1738 i I I i 1 , I I (631) 320 - 3305 1 ; j I I i MEP Engineer: I Emtec C0115dting Engineers DPC I 3555 Veterans Memorial Highway, Suite M Ronkonkoma i I I 1 (631) 35G - 2176 i I 1 I I I 1 1 I i I ® 1 195'F 5 u rveyo r: - Nathan athan Taft Corwin i L____--__--_____ 1 - 1586 Main Road, 1 REF ow ' Jame5port, NY 1 1947 75 1 PR0365OG ; - 2090 774,777.,; 7 f', �� 3 Project Name 0 0 ® ® 5775 W Mill Road Bathroom HALL x Project Addre55 ID 5775 W Mill Rd, UP MFchanla ; — ----- l Mattituck, NY 1 1952 Project Type li o - Renovation 30 :J1 v OQU R60510115 Bathroom 07- 18-22 ISSUED FOR SCHEMATIC DESIGN CL. x. �. ...m R ATTIC PLAN 1 1 -04-22 ISSUED FOR PERMIT cL. 5HELVE5 SCALE: 1/4" = 1 '-0" l<v.W/✓✓d(.w/bicirf/,s .aesaN.ii' u✓' ;rei,ura wXb'.1ve..✓.. vr1�.'iY:✓i!cEFn •y _-_-� 3 �ryy'r<p�4abu:'wtJ. iffi.r+14.' 'i'•,bvp.R'lhG.iv J 3 O 0 0 o SHEET NOTES 30 1. ALL EQUIPMENT IS NEW, UNLESS OTHERWISE. 2. PROVIDE ALL NECESSARY WIRIN AND ACCESSORIES AS REQUIRED FOR A COMPLETE OPERABLE SYSTEM. CONTRACTOR SHALL PROVIDE ALL NECESSARYI COMPONENTS SUCH AS 01 RELAYS, MODULES, SUPPLEMENT RY INTERFACE / EXPANDER µ,r=- 0 FIT— _ I PANEL, STROBE & HORN MODULES, ETC. AS REQUIRED. 3. ALL EXPENSES FOR WORK REQUIRED TO BE PERFORMED BY THE CURRENT BUILDING FIRE ALARM CONTRACTOR SHALL BE INCLUDED AS PART OF THIS BIDS PROPOSAL. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. SECOND FLOOR PLAN SCHEDULING, COORDINATING ANIJ TESTING THE SYSTEM TO ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A ENSURE THAT NEW EQUIPMENT OPERATES AS A COMPLETE VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. SCALE: 1/4" = 1 '-0" OPERABLE SYSTEM. STATE EDUCATION LAW. 5. SPEAKER/STROBES SHALL BE OF A SUFFICIENT WATTAGE, Drawing Title TAPPED TO PROVIDE AT LEAST 15dB ABOVE AMBIENT AUDIBLE SIGNAL. F IRE ALARM 6. ADD NEW ADDITIONAL FLOOR DE ICES & END LINE RESISTORS AS REQUIRED. THE CONTRACTOR SHALL COORDINATE WITH 2ND fLK ATTIC PLANS FIRE ALARM MAINTENANCE CONTRACTOR AND PROVIDE ADDITIONAL LOOPS AS REQUIRED. 7. COORDINATE EXACT INSTALLATION LOCATION OF ALL FIRE SCTM# 1000-106-6-3 APP No: ALARM INITIATION AND NOTIFICAtION DEVICES AND EQUIPMENT SCDHS No.: JM2 #: 2022-0642 IN FIELD. REFER TO DETAILS) ON DRAWING FA5.1. Planning #: _ DATE: 5/3/2022 8. COORDINATE FINAL LOCATION 0 ALL FIRE ALARM DEVICES AN ASSOCIATED EQUIPMENT WITH M CHANICAL, PLUMBING AND SEAL� SIGNATURE: DESIGNED BY: Jh SPRINKLER SYSTEM(S) WITH RESPECTIVE TRADES PRIOR TO INSTALLATION. CHECKED BY: AF5 Of NI:IV 9. SPRINKLER, FLOW AND TAMPER WITCHES CONNECTED TO MAIN �� R.So r©y SCALE: A5mdicated FACP ARE LOCATED IN REMOTE AREA. * �!Z� It. 0 * VG No: FV 'L w ROFES SIO Al 02 UL/cUL System No. W-L-1164 "It is a violation of the State Education Law for any person, Architect of Ker-ord: unless he or she is acting under the direction of a licensed F Ratings - 1 and 2 Hr (See Items 1 and 4) NOTES. professional engineer to alter an item in anyway, on this T Rating - 0 HrIT drawing and/or in this specification in anyway. If any such Item is altered, the altering engineer shall affix to the item M 1. All penetrations through rated walls, including but not limited to Boiler Rooms, Mechanical his or her seal and the notation "altered by" followed by his JR11111111 2 4 or her signature and the date of such alteration, and a Equipment Rooms and Rated Shafts, shall be fire stopped per details sheets included in this specific description of the alteration." �� itecture P.c. 1 drawing set. Refer to Architectural drawings for all wall ratings. Detail sheets show only a few application specification sheet. all other matters are not to be 3 relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC common applications however, they do not show all applications. Contractor must use only in accordance with applicable codes. 2410 NORTH OCEAN AVENUE firestop products that have been UL 1479 or ASTM E 814 tested for specific fire-rated SUITE 300 construction conditions conforming to construction assembly type, penetrating item type, FARMINGVILLE, NY, 1 1736 annular space requirements, and fire-rating involved for each separate instance. T � G31 .320,3305 F G31 .320.3307 A 2. Details shown are typical details. If field conditions do not match requirements of typical Applicant: 2 4 details, approved alternate details shall be utilized. Field conditions and dimensions need to Ibe Anthony Martignettl verified for compliance with the details, including but not limited to the following: * Minimum 8 East 92nd 5t, Apt 3 and maximum Width of Joints * Type and thickness of fire-rated construction. The minimum New York, NY 10125 assembly rating of the firestop assembly shall meet or exceed the highest rating of the adjacent (917) 535 - 3777 SECTION A-A construction. Architect of Record : 3. If alternate details matching the field conditions are not available, manufacturer' JM2 Architecture, PCs engineering 2410 North Ocean Ave, Suite 300 1. Wall Assembly The 1 or 2 hr fire—rated gypsum wallboard/stud wall assembly shall be constructed of the materials judgment drawings are acceptable. Drawings shall follow the International Firestop Council Farmmgville, NY, 11738 and in the manner described in the individual U400 Series Wall or Partition Design in the UL Fire Resistance Directory (IFC) Guidelines for Evaluating Firestop Systems Engineering Judgments. (G31) 320 - 3305 and shall include the following construction features: A. Studs —Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 4. References: 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 MEP Engineer: studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw attached to the steel studs at 2013 Underwriter's Laboratories Fire Resistance Directory, Volumes 1 & 2 Emtec Consulting Engineers DPC 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 * NFPA 101 Life SafetyCode 3555 V Ml Hi penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. clearance is eterans emoria ghwa y, 5 Ulte M present between the penetrating item and the framing on all four sides. * NFPA 70 - National Electric Code Ronkonkoma, NY 1 1779 B. Gypsum Board — The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam * Allgoverning local and regional building codes (G3 0 35G - 217G of opening in steel stud walls is 32in.. Max diam of openings in wood stud walls is 14-1/2 in. 5 U rveyo r The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is 5. Firestop System installation must meet requirements of ASTM E-814 (UL 1479) tested installed. Nathan Taft Corwin 2. Steel Sleeve — Nom 32 in. diam (or smaller) Schedule ye (or heavier) steel pipe sleeve friction fit in nom 32 in. assemblies that provide a fire rating equal to that of construction being penetrated. 158G Main Road, diam circular opening cut through gyp—sum wallboard layers. Length of steel sleeve to be equal to thickness of wall. p g q g p 3. Through—Penetrant — One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the 6. All rated through-penetration assemblies shall be prominently labeled with the followingJame5port, NY 1 1947 firestop system. The annular space between pipe, conduit or tubing and the steel sleeve shall be min of 0 in. (pointp y contact) to max 1-7/8 in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The information: (G31) 727 - 2090 following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nam 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. * ATTENTION: Fire Rated AssemblY B. Iron Pipe — Nam 30 in. diam (or smaller) service weight (or heavier) cast iron soil pipe or Class 50 (or heavier) Project Name ductile iron pressure pipe. * UL System # * Product(s) used C. Conduit — Nom 4 in. diam (or smaller) steel electrical metallic tubing. 5775 W Mill Road D. Copper Tubing — Nam 6 in. diam (or smaller) Type L (or heavier) copper tubing. * Hourly Rating (F-Rating) E. Copper Pipe — Nam 6 in. diam (or smaller) Regular (or heavier) copper pipe. 4. Fill, Void or Cavity Material*—Sealant — Min 5/8 in. and 1-14 in. thickness of fill material applied within annulus, * Installation Date flush with both surfaces of wall assembly for 1 or 2 hr rated walls, respectively. Min 1/2 in. diam bead of caulk applied to the penetrant/wallboard interface at the point contact location on both sides of wall. 7. For outlet boxes requiring protection, use only Wall Opening Protective Materials, category Project Address CLIV as classified by Underwriter's Laboratories, Fire Resistance Directory (Volume 1.) 5775 W Mill Rd, FIRESTOP OF METAL PIPING THROUGH Mattituck, NY 11952 Project Type GYPSUM RATED WOOD OR STEEL WALL DETAIL N.T.S. Renovation LOFIRE Revls1ons PUSH 07-18-22 ISSUED FOR SCHEMATIC DESIGN PULL 1 1 -04-22 ISSUED FOR PERMIT 15'-0" MAX. 4„ (EXCLUDING CORRIDORS CEILING (OPEN OR ATC) LESS THAN 10'-0" WIDE) 4 MIN 3' AWAY ACCEPTED HERE " AUDIO/VISUAL AND 6" MIN. (SEE GENERAL NOTE 1) A/C SUPPLY OR RETURN 12"(MAX.) LIFT HERE VISUAL ONLY DEVICES CEILING MOUNTED :71 SMOKE/HEAT DETECTOR DIFFUSER NEVER HERE OR CARBON MONOXIDE DETECTOR NOTES: WALL MOUNTED 1 . REFERENCE SPECIFICATIONS FOR REQUIREMENTS, DETAILS TO EXIT DOOR SMOKE/HEAT DETECTOR AND SIGNAGE. 5-0" (MAX.) FIRE ALARM SYNCHRONIZE MORE THAN TWO CONTROL PANEL J APPLIANCES IN ANY FIELD OF VIEW. CO ALARM 96" MAX (NFPA) 88oII W TYPICAL PULL STATION DETAIL ABOVE FINISHED LCD SCALE: NONE FLOOR DOOR DISPLAY 80" MIN TO 6'-6"AFF & THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND LENSES TO BE VERIFIED BY FINISHED WALL BOTTOM OF FINAL MOUNTING HEIGHT ONTROL ANN AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. BUILDING MANAGER ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A UNLESS OTHERWISE 72" MAX. m WIT rw VIOLATION OF SECTION 7209 5UD-DIVI5ION 2 OF THE N.Y. NOTED BY DEVICE � 0 60" MIN. 60" STATE EDUCATION LAW. MANUFACTURER. A.F.F. A.F.F. 48" MAX. (ADA) 60" CLEAR LENS 42" MIN. (NFPA) A.F.F. 54'� Drawing Tale A.F.F. F F F IRE ALARM I I TYPICAL WHITE FINISHED FLOOR R R LETTERING DETAI L5 MANUAL PULL STATION E E © TYPICAL RED SCTM# 1000- 1 OG-G-3 APP No: FACE PLATE � o� SCDHS No.: JM2 #: 2022-0,42 GENERAL NOTES: 1 , 6" MINIMUM IF DEVICE CANNOT BE LOCATED AS SHOWN BECAUSE CEILING Planning #: _ DATE: 5/3/2022 HEIGHT IS INSUFFICIENT. NOTE: SEAL * SIGNATURE: DESIGNED BY: ih 2. DETAIL NOT INTENDED TO SHOW SPATIAL RELATIONSHIP OF DEVICES. REFERENCE FLOOR PLANS FOR ACTUAL LOCATIONS. SPACES ON BULIDING FIRE ALARM. CHECKED BY: AR5 1 . STROBES AND HORN/STROBES ACTIVATE IN ALL � �� R. O 3. REFER TO THE PROPER DEVICE INSTALLATION INSTRUCTIONS FOR BACKBOX MOUNTING HEIGHT. s SCALE: As indicated Q 0 * DWG No: TYPICAL EQUIPMENT DEVICES AND APPLIANCES MOUNTING HEIGHT 05 TYPICAL NOTIFICATION DEVICE DETAIL N.T.S. SCALE: NONE ROFESS10NFA b0i �� i mr J "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 his or her seal and the notation "altered by" followed by his 1 JM2 or her signature and the date of such alteration, and a specific description of the alteration." rc G c t u r p p C. This plan is approved only for the work indicated on the �.r 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. , 24 ►ON AVENUE -- - - -- - - - - - - - - - - -- - - -- — NORTH OCEAN SUITE 300 FARMINGVILLE NY 1 1738 T G31 .320.3305 Fl G31 .320.3307 I 1 ,95E Applicant: Anthony Martignetti AHU-1 AHU-2 AHU-3 8 East 92nd St, Apt 3 CR CR CR i New York, NY 10128 R R R I (917) 535 - 3777 Architect of Record : FOR AHU-1 FOR AHU-2 FOR AHU-3 1 I JM2 Architecture, PC SHUTDOWN SHUTDOWN SHUTDOWN 2410 North Ocean Ave, Suite 300 ' ATTIC Farmingville, NY, 1 1736 — -- — -- - - -- - - - - - - - - - — - - - - - - - - - - - - - - -- -- - - —— — — —— (G3 I) 320 - 3305 S S S S �a S S MEP Engineer: Emtec Consulting Engineers DPC BEDROOMS HALL MECHANICAL LIVING � ROOM � 3555 Veterans Memorial Highway, Suite M I I ' Ronkonkoma, NY 1 1779 30 30 75 I (G31) 35G - 217G Surveyor: Nathan Taft Corwin BEDROOMS LIVING ROOM 156G Main Road, i SECOND FLOOR Jamesport, NY 1 1947 - - - - — - - - - - - -- - - -- - - — -- -- — - - - - - - - - - -- -- - - -- - - — — — — —— — — G31) 727 2090 ' 2#12, #12GRD 3/4"C ' Project Name 120V POWER FIRE SPRINKLER 5775 W Mill Road � ' FIRE WATER MAIN 24 VDC BELL PS (F.B.O.) i EOL ; Project Address EOL B WP 5775 W Mill Rd, TS TO SPRINKLER SYSTEM Mattituck NY 1 2 FS ALARM FLOW SWITCH 1 195E F F s s F j 19SF IF WM WM Project Type i — i ROOFED OVER BAR AREA DINING FOYER OPEN PATIO KITCHEN I Renovation I i KCVislon5 30 75 7575 1.9 30 FACP i 07-18-22 ISSUED FOR SCHEMATIC DESIGN FIRE ALARM 1 1 -04-22 ISSUED FOR PERMIT ROOFED RAMP BAR DINING BATH KITCHEN CONTROL PANEL " WP OVER AREA PATIO O KEYNOTES SINGLE OR DUAL PATH 5 POWER SUPPLY I i FIRE COMMUNICATOR FACC i 1. PROVIDE COMBINATION SMOKE;,LCARBON MONOXIDE DETECTOR IN ' (CELLULAR AND/OR IP) NAPCO: UDACT i TENANT SPACE. CONNECT TO tXISTING MAIN FIRE ALARM PANEL PER I WITH CENTRAL STATION TO SLELTEII—CFB I N.Y.S. BUILDING CODE OR LOCAL AHJ REQUIREMENT. COMPLY WITH NFPA 72 2. FACP SHALL BE PROGRAMMED FOR ALARM VERIFICATION FOR ALL ' INITIATION DEVICES TO AVOID FALSE ALARMS. I #10 GRID TO BLDG 120V 3. PROVIDE FACP WITH BUILT—IN UDACT. _ � STEEL FOR I N 'YC I 4. PROVIDE FACP WITH SECOND RY POWER SUPPLY (BATTERY) WITH CAPACITY MEETING THE NFPAI 72 2013 SECTION 10.6.7.2.1. 2#12+1#12GRD-3/4"C ' REQUIREMENTS. FIRE ALARM �NSTALLER IS RESPONSIBLE TO PERFORM BATTERY CALCULATIONS AND SUBMIT TO ENGINEER FOR REVIEW. LFIRST 5. FIRE ALARM COMMUNICATOR T PROVIDE SINGLE PATH FLOOR COMM CATION(INTERNET PROTOCOL (IP) OR CELLULAR) WITH CENTRALTHESE DRAWINGS ARE AN INSTRUMENT OF SERVIC ND -- -- - - -- - - -- - - - - - - -- - - -- �1 UNI _ _ __ __ _ _ _ _ _ _ _ _ __ __ __ __ _ _ _ _ _ _ __ _ _ __ _ _ MONITORING STATION, AS REQUIRED BY NFPA 72 AND LOCAL AHJ. E, A COORDINATE WITH OWNER FOR PREFERRED COMMUNICATION TYPE. IF AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. IP CONNECTION IS PREFERRED, PROVIDE ALL NECESSARY NETWORK CONNECTION TO FACILITY IT INFRASTRUCTURE. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. FIRE ALARM RISER DIAGRAM SHEET NOTES Drawing Title SCALE: NOT TO SCALE 1. DEVICES SHOWN ON RISER AIRE FOR REFERENCE ONLY. FOR EXACT F IRE ALARM FIRE DEVICES QUANTITY AND ITS LOCATION REFER TO FIRE ALARM FLOOR PLANS (TYPICAL). I T R15ERDIAGRAM 2. ALL LOW VOL TAGE AGE FIRE ALARM CONDUCTORS SHALL BE PROTECTED BY EITHER BUILDING CONSTRUCTIO OR RGS CONDUIT TO 12 FEET ABOVE SCTM# 1000-I OG-G-3 APP No: THE FINISHED FLOOR. LOADING DOCKS, GARAGES, SUPPRESSION AND EXTINGUISHING SYSTEM WIRING, MECHANICAL AND ELECTRICAL ROOMS SCDHS No.: JM2 #: 2022-0642 AND OTHER LOCATIONS SUBJE T TO MECHANICAL DAMAGE SHALL BE IN FULL RIGID CONDUIT (RGS). IN ALL OTHER AREAS OR ABOVE INDICATED HEIGHT, NYC APPROVED FIRE ALARM WIRE MAY RUN EXPOSED (WITHOUT Planning #: _ DATE: 5/312022 CONDUIT), PROVIDED IT MEETS NYC ARTICLE 760 AND CONNECTS TO SEAL t SIGNATURE: DESIGNED BY: Jh BUILDING STRUCTURE USING A NYC APPROVED MEANS. 3. PROVIDE 24VAC OR 12VAC POWER SUPPLY TO ALL CONTROL RELAYS CHECKED BY: ARs FROM FACP OR DEDICATED POWER SUPPLY. uF N��' !- ��,, R. Sp O,p SCALE: As indicated 4. ALL ELECTRICAL EQUIPMENT �SSOCIATED WITH FIRE PROTECTIONS * Q * DWG No: SYSTEM AND INDICATED ON THIS DRAWING SHALL BE IN A " SEPARATE RED ENCLOSURES AND LABELED PROPERLY. , �5345 Ate ' ■w OfiESS10� - - - - I[!,"'-I - - , - - _ I . 16610 FIRE ALARM SPECIFICATION remain on until the alarm condition Is reset to normal, - Tenperaturei 32F to 12OF (OC to 490 rc itect o ecOr It is a violation of the State Education Law for any person, PART 1 - GENERAL 9, Elevator lobby detectors shall recall the elevator to the primary designated floor, or if the primary - Hunldityi 0-93% RH, non-condensing unless he or she is acting under the direction of a licensed detector Is activated then to the secondarydesignated floor, professional engineer to alter an item in anyway, on this g - Elevation+ no limit P g' y y, 1.1 GENERAL REQUIREMENTS C. The entire fire alarm system wiring shall be electrically supervised to automatically detect and report 3, Standard Detector Mounting Bases, GE-SIGA-SB), Provide standard detector mounting bases drawing and/or in this specification in anyway. If any such trouble conditions to the fire alarm control panel, An opens, rounds or disarrangement of system wiring GE-SIGA-SF suitable for mounting on North American I- an , 3" or 4" octagon box and 4 square box. item is altered, the altering engineer shall affix to the item A, The general provisions of the contract including General and Special Conditions and General Requirements P Y P 9 9 Y 9 g g g g q " followed"d th l her sea an e notation altered b b shall apply to atl work under this Section, and shorts across alarm bell/strobe wiring shall automatically, The base shall, contain no electronics, support all Signature Series detector types and have the his or Y Y his I imafollowing minimum requirements;: or her signature and the date of such alteration, and a 1.2 DESCRIPTION OF WORK 1. Update the control/display as described above (A.1.) specific description of the alteration." �'IC itecture P.c. 2. Operate the supervisory relay contacts to initiate the transmission of an alarm to a central station a. Removal of the respective detector shall not affect communications with other detectors. This plan is approved only for the work indicated on the A. The work includes providing all labor, materials, equipment, accessories, services and tests necessary to P P Y Y application specification sheet. all other matters are not to be complete and make ready for operation by the Owner a fire alarm system. Perform an acceptance test agency via leased telephone lines, b. Terminal connections shall be made on the room side of the base, Bases which must be removed to relied upon, or to be considered as either being approved or and make adjustments as required by the outhorities having jurisdiction, 3. Visually and audibly annunciate a general trouble condition, on the remote annunciator panel. The gain access to the terminals shall not be acceptable, in accordance with applicable codes. JM2 ARCHITECTURE, PC B. Provide as shown on drawings a fire alarm system consisting of the followings visual Indication shall remain on until the trouble condition is repalred, c, The base shall be capable of supporting one (1) Signature Series GE-SIGA-LED Remote Alarm LED 2410 NORTH OCEAN AVENUE 1. A fire alarm control panel with microprocessor based electronics, power supplies, amplifiers and PART 2 - PRODUCTS Indicator, Provide remote LED alarm Indicators where shown on the plans. SUITE 300 batteries, 2.1 BASE BID MANUFACTURERS 4. Relay Detector Mounting Bases, GE-SIGA-RB. Provide relay detector mounting bases GE-SIGA-RB suitable FARMINGVILLE, NY, 1 1735 2. Automatic and manual Initiating devices, for mounting on North American I-gang, 3 or 4 octagon box and 4 square box. The relay base shall T I G31 .320.3305 FI G31 .320.3307 3. Audible and visual notification appliances. A. GE-Edwards Systems Technology (GE-EST) support all Signature Series detector types and have the following minimum requirements: a. The relay shall be a bl-stable type and selectable for normally open or normally closed operation, Applicant: 4, Control outputs to ventilation systems, B. Notifier b, The position of the contact shall be supervised. 2. Self-Synchronized Strobes C. Siemens Anthony Martignetti . Raceways, wiring and accessories as required for a complete and operable system, a. 1-Gang Strobes, Genesis Series, Provide strobes manufactured b GE-EST Cat No. G1RF-VM, (White C. The Contractor shall prepare are all required drawings, wiring and riser diagrams, and make 'necessary c. The relay operation shall be exercised by the detector processor upon power up. Y 8 East 92nd 5t, Apt 3 P P q 9 9 9 Y face plates may be used based upon approval of local jurisdiction only) submissions and obtain all approvals as required by local Building Department and Fire Prevention Agency. 2.2 GENERAL d. The relay shall automatically de-energlze when a detector Is removed, New York, NY 10128 3, Horns D. All work shall be performed by qualified personnel, with all necessary licenses as required by the local A. Any equipment proposed as equal to that herein specified must be proven by the Contractor, Submit to the e. The operation of the relay base shall be controlled by Its respective detector processor. (917) 535 - 3777 agency having jurisdiction. Engineers the manufacturers name, model numbers of substitute equipment and materials, engineering data a. 1-Gang Horns, Genesis Series, Provided horns manufactured by GE-EST, Cat, No. G1RF-HD Series, Detectors operating standalone mode shall operate the relay upon changing to alarm state, Relay sheets, and a list of ten (10) installations of similar equipment which have been satisfactorily installed and (White face plates may be used based upon approval of local jurisdiction only) Architect of Record : E. The equipment shall be I,Isted by Underwriters Laboratories, bases not controlled by the detector microprocessor shalt not be acceptable. In continuous operation on a users premises over a period of three (3) years, See section 16000 for 4. Horn/Strobes F. The exact location of at[ equipment shalt be coordinated with existing equipment, HVAC ducts, etc additional substitution request requirements, - f. Form C Relay contacts shall have a minimum rating of 2 amp a 30 Vdc and be listed for pilot duty, JM2 Architecture, PC G. Under no circumstances shall the input power to the control panel (120 VAC) or auxiliary 24 VDC power B. The catalog numbers used below are those of GE Edwards Systems Technology (GE-EST) as provided by Removal of the respective detector shalt not of communications with a. 1-Gang Horn/Strobes, Genesis Series. Provided horns/strobes manufactured by GE-EST, Cat, No, 9 P h other detectors, G1RF-HDVM, (White face plates ma be used based upon approval of local jurisdiction only) 24 I 0 North Ocean Ave, Suite 300 from the power supply of the panel be utilized for auxiliary external control functions (e.g. Fusible (inks, Electrical Technology Inc„ 35 Doyle Court, E. Northport, NY, 631-499-0300, and constitute the type and P Y P PP j y Farmin ville NY 11738 damper, etc). quality of equipment to be furnished, h, Terminal connections shall be made on the room side of the base. Bases which must be removed to 5. Remote LED Alarm Lamps 9 ' C. The Fire Alarm Control Panel shalt have the capability to be expanded for future additions/alterations, gain access to the terminals shall not be acceptable. H. All Initiating and indicating circuits are polarized and supervised. Polarity must be observed and no P Y P light (G3 I) 320 - 3305 parallel-branching (tee-tapping) will be permitted, n. SIGA-LED Remote lamp indicator , I. Actuation of any new actuating device shall perform the function as performed by similar devices on this 2,4 REMOTE LCD ANNUNCIAT❑R 5. Intelligent Duct Smoke Detector Housing, GE-SIGA-SD. Provide smoke duct detector GE-SIGA-SD, along G. ANCILLARY DEVICES MEP Engineer: floor and other floors and as required by Code. A. Provide a remote lcd annunciator, with the same 'look and feet' as the facu with a standard, relay or Isolator detector mounting base. Provide for variations In duct air velocity 1. Remote Relays Emtec Consulting Engineers DPC J. Fan system shutdown shall perform the same functions as similar devices on this floor and other floors operator Interface, the remote tcd annunciator shall use the same primary P p photo-heat detector), and as required by Local Code, acknowledge, silence, and reset keysl status leds and lcd display as the facu, Protect the measuring chamber from damage and Insects, Provide an air exhaust tube and an air a. Multi Voltage Control Relays, MR-100 Series 3555 Veterans Memorial Highway, Suite M sampling Inlet tube which extends Into the duct air stream up to ten feet, Provide drilling templates Ronkonkoma, NY 11773 1.3 STANDARDS B. Annunciator shall have super-twist lcd display with two lines of 40 characters and gaskeis to facilitate locating and mounting the housing, Provide five one gang knockouts for (D. Provide remote control reldys connected to supervised ancillary circuits for control of fans, each, annunciator shall, be provided with four (4) programmable control switches mounting optional Signature Series modules. Finish the housing In baked red enamel. Provide remote dampers, door releases, etc. Relay contact ratings shall be SPDT and rated for 10 amperes (G31) 35G - 217G A. The system shall conform to the following latest National Fire Protection Assoclatlon Bulletins, and shalt be and associated leds, alarm LEDs GESIGA-SD-LED and Remote Test Stations GE-SIGA-SD-TRM as shown on the plans, at 115 Vac, A single relay may be energized from a voltage source of 24 Vdc, 24 Vac, 115 Installed as per all local Building and Fire Marshal/Department requirements, Vac, or 230 Vac, A red LED shall Indicate the relay is energized. A metal enclosure shall be Surveyor: B. Except as modified by governing codes and by the Contract Documents, comply with the latest applicable C. Under normal conditions the lcd shall display a 'system Is normal' message and provided. Nathan Taft Corwin provisions and latest recommendatlons of the followingi the current time and date, D. INTELLIGENT MODULES - 2.8 FIRE ALARM CABLE 158G Main Road, 1. National Fire Alarm Code (NFPA 72) D. Should an abnormal condition be detected the appropriate led (alarm, supervisory 1. GENERAL or trouble) shall flash, the unit audlble signal shall pulse for ALARM C❑NDITI❑NS A. Initiating circuits shall be 2 conductor #16 type FPL of FPLP cable as required, Where Installed in conduit, Jame5port, NY 11947 2. Uniform Building Coda AND S❑UND STEADY F❑R TROUBLE AND SUPERVIS❑RY C❑NDITI❑NS, a. It shall be possible to address each Intelligent Signature Series module without the use of DIP or THHN conductors may be substituted fort fire alarm cable, (G31) 727 - 2050 E. THE LCD SHALL DISPLAY THE 3. Uniform Fire Code WING rotary switches, Devices using DIP switches for addressing shall not be acceptable, The B. Notification circuits shall be 2 conductol^ #14 type FPL or FPLP cable as required minimum size #14 AWG, 4. American National Standard Institute C❑NDITI❑N OF A P❑INT IN THE SYYSTSTEM.F❑ INFORMATION RELATIVE T❑ THE ABNORMAL persorality of multifunction modules shall be programmable at site to suit conditions and may be Where Installed in conduit, THHN conductors may be substituted for fire alarm cable, changed at any time using a personality code downloaded from the Analog Loop Controller, Modules Project Name requiring EPROM, PROM, ROM changes or DIP switch and/or jumper changes shall not be acceptable, PART 3 - EXECUTION 5. National Electrical Manufacturers Assoclatlon 1. 40 CHARACTER CUSTOM LOCATION LABEL, The modules shall have a minimum of 2 diagnostic LEDs mounted behind a finished cover plate. A 6, Underwriters Laboratories 2, TYPE OF DEVICE (E.G„ SMOKE, PULL STATI❑N, WATERFL❑W), green LED shalt flash to confirm communication with the loop controller, A red LED shall flash to 3.1 WIRING 5 775 W M ill Road alarm status. The module shall be capable of storing up to 24 diagnostic codes which can 7. Applicable National Fire Protection Association Standards 3. P❑INT STATUS (E.G,, ALARM, TROUBLE). be retrieved for troubleshooting assistance, Input and output circuit wiring shall be supervised A. Label wiring at all termination points, for open and ground faults. The module shall be suitable for operation In the following B. Contractor shall clean Alarm Control Panels with new zones with typed labels, 8. Americans with Disabilities Act (ADA) F. OPERATOR KEYS SHALL BE KEY SWITCH ENABLED T❑ PREVENT UNAUTHORIZED USE. THE environments Y re-label all Fire 9. Natlonal Electric Code (NFPA 70) KEY SHALL ❑NLY BE REM❑VABLE IN THE DISABLED P❑SITI❑N, ACKNOWLEDGE, SILENCE E AS THE FACU. b. Temperatures 32oF to 120oF (OoC to 49oC) Project Address .AND RESET ❑PERATI❑N SHALL BE THE SAM C. In general, it is the Intent of this specification that all fire alarm wiring be run concealed within watts j 1.4 SUBMITTALS c. Humidit/� 0-93% RH, non-condensin g and/or above ceilings, wherever possible and shalt be UL approved "Power Limited Fire Protective" plenum rated cable. 5775 W Mill Rd, �i A, Submit prior to ordering equipment; 2,7 SIGNATURE SERIES INTELLIGENT ADDRESSABLE ANALOG DEVICES 2. SINGLE INPUT MODULE, GE-SIGA-CTI A Exposed cable shall be run In such a manner as to prevent damage or wherever cable Is exposed to 1. Wiring diagrams showing connections between all system components. A. ALL DEVICES - GENERAL damage, It shall be run In EMT or IMC cohdults. All exposed cable below 10feet shall be run In conduit. Mattituck, NY I 1 952 2, Description of system operation, a. Provide Intelligent single Input modules GE-SIGA-CTI, The Single Input Module shall provide one (1) I 1, Each remote device shall have a microprocessor with non-volatile memory to support its functionality supervised Class B Input circuit capable of a minimum of 4 personalities, each with a distinct E. Minimum size conduit for fire and smoke detection wiring shall be 3/4', 3. Annunciator schedule showing titles for each fire alarm and supervisory zone, and serviceability, Each device shall store as required for its functionality the following datai device operation, The module shall be suitable for mounting on North American 2 (64mm) deep 1-gang I Project Type serlat number, device address, device type, personality code, date of manufacture, hours In use, boxes and 1 (38mm) deep 4 square boxes with 1-gang covers. The single Input module shall F. All conduits must enter the sides of panel(s). Connections to top of panel are not permitted. 4. Manufacturer's literature marked to show model and catalog number for all equipment. number of alarms and troubles, time and date of last alarm, amount of environmental compensation support the following circuit typest G. Splices are prohibited. Renovation 7 5, Manufacturer's installation Instructions, operations and maintenance instructions, left/used, last maintenance date, job/project number, current detector sensitivity values, diagnostic i\e n Ova t I O n Information (trouble codes) and algorithms required to process sensor data and perform communications - Nornally-Open Alarm Latching (Manual Stations, Heat Detectors, etc) 3.2 DETECTOR INSTALLATION 6. A complete layout of the entire system Including conduit routing, conduit sizes, wire sizes and types. with the loop controller, - Nornally-Open Alarm Delayed Latching (Waterflow Switches) (Monitor, Fans, Dampers, Doors, etc.) A. Smoke detectors shall not be Installed Intil after the construction clean up of all trades is final, 7. Provide a color code schedule for wiring, 2. Each device shalt be capable of electronic addressing, either automatically or application programmed - Nornally-Open Active Non-Latching assigned, to support physical/electrical mapping and supervision by location, Setting a device's address - Nornally-Open Active Latching (Supervisory, Tamper Switches) B. Contractor shall arrange for the zone Contractor to clean all existing Revi5i0n5 8, Battery sizing calculations Indicating circuit loading and power supply loading, Voltage drop calculations 9 smoke detector heads In area of shall be submitted for all notification appliance circuits exceeding 1.5 Amps or 300' length. by physical means shall not be necessary. 3. DUAL INPUT MODULE, GE-SIGA-CT2 work Identified on contract documents, 07-18-22 ISSUED FOR SCHEMATIC DESIGN 9. Submittals shall be as a complete set. Partial submittal will not be acceptable, B. INTELLIGENT DETECTORS - GENERAL a. Provide intelligent dual Input modules GE-SIGA-CT2, The Dual Input Module shall provide two (2) C. Any smoke detectors Installed prior to 1he final construction clean up shall be cleaned or replaced with 1 1 -04-22 ISSUED FOR PERMIT 10. Drawings shall not be on less than 8-1/2 by 11 Inch sheets and shall Identify all symbols used. 1. The System Intetllgent Detectors shall be capable of full supervsed Class B input circuits each capable of a minimum of 4 personalities, each with a distinct new detectors,digital communications using both broadcast operaton. The module shall be suitable for mounting on North American 2 (64mm) dee 1- an and polling protocol. Each detector shall be capable of performing Independent fire detection P 9 g D. No automatic detector shall be mounted within the air flow of a supply air register, A minimum of 36' shalt B. Submit prior to building occupancy ' algorithms, The fire detection algorithm shall measure sensor signal dimensions, time patterns and boxes Ind 1 (38mm) deep 4 square boxes with 1-gang covers. The dual Input module shall be provided between detector location and air register. combine different fire parameters to Increase reliability and distinguish real fire conditions from support the following circuit types; 1. Contractor shall submit, upon completion of system verification, apoint-by-point check list indicating unwanted deceptive nuisance alarms. Signal patterns that are not typical of fires shall be eliminated 3.3 LOCATION OF EQUIPMENT the date and time of each Item Inspected and Issue a Record of Completion confirming that the - Nornally-Open Alarm Latching (Manual Stations, Heat Detectors, etc.) - Inspection has been completed and the system Is Installed and functioning In accordance with the by digital filters, Devices not capable of combining different fire parameters or employing digital , In table, - Nornally-Open Alarm Delayed Latching (Waterflow Switches) A. Instruments shall be located as shown on the drawings, general:fitters shall not be acceptable, g specifications, P 1.5 RECORD DOCUMENTS, OPERATIONS AND MAINTENANCE NANUALS 2, Each detector shalt have an Integral microprocessor capable of making alarm decisions based on fire Nornally-Open Active Non-Latching (Monitor, Fans, Dampers, Doors, etc.) B, Smoke/Heat Detectors - Ceiling Mounted,- Nornally-Open Active Latching (Supervisory, Tamper Switches) parameter Information stored In the detector head. Distributed Intelligence shall Improve response time C. Strobe/Horns - Wall mounted 80" AFF or 6" below ceiling, whichever is lower.A. Complete record documents before scheduling acceptance test. Record documents shall Include all by decreasing the data flow between detector and analog loop controller, Detectors not capable of 4. MONITOR MODULE, GE-SIGA-WTM & SIGA-MMI Information required by the above SUBMITTALS section, making Independent alarm decisions shall not be acceptable. Maximum total analog loop response time D. Pull Stations -Wall mounted 4' - 0" AFF for detectors changing state shall be 0,5 seconds, a. Provide Intelligent monitor modules SIGE-WTM & SIGA-MMI, The Monitor Module shall be factory set 1,6 GUARANTEE to support one (1) supervised Class B Normally-Open Active Non-Latching Monitor circuit, The 3.4 ACCEPTANCE TEST A. All equipment and systems shall be guaranteed for a period of one year following acceptance of the 3. Each detector shall have a separate means of displaying communication and alarm status, A green LED monitor module shall be suitable for mounting on North American 2 (64mm) deep 1-gang boxes and system by the Owner, shall flash to confirm communication with the analog loop controller, A red LED shall flash to display 1 (38mm) deep 4 square boxes with 1-gang covers, A. Prior to scheduling acceptance test, check system and perform preliminary testing to verify that the alarm status, system operates correctly and is ready for an acceptance test, 1.7 CIRCUITING GUIDELINES b, Provide Intelligent control relay modules GE-SIGA-CR. The Control Relay Module shall provide one 4. The detector shall be capable of identifying up to 32 diagnostic codes, This information shall be form C dry relay contact rated at 2 amps 2 24 Vdc to control external appliances or equipment B, A factory trained technician shall supervise the final connections, He shall test and adjust all equipment A. Each addressable analog loop shall be circuiied as shown on the drawings but device loading is not to available for system maintenance. The diagnostic code shall be stored at the detector. shutdown. The control relay shall be rated for pilot duty and releasing systems. The position of upon completion of the Installation. Each detector, statlon, and signal shall be tested by the Contractor exceed 80% of loop capacity In order to leave for space for future devices, the relay contact shall be confirmed by the system firmware. The control relay module shall be In the presence of the Architect/DesignI Professional. 5. Each smoke detector shall be capable of transmitting pre-alarm and alarm signals In addition to the suitable for mounting on North American 2 (64mm) deep 1-gang boxes and 1 (38mm) deep 4 I B. Notification appliance circuits shall not be [coded more than 75% of their rated output, normal, trouble and need cleaning information, It shall be possible to program control panel activity to square boxes with 1-gang covers, C. Contractor shall engage the services off the Owner's zone contractor to perform final check out of Fire C. Each of the following types of remote equipment associated with the fire alarm system shall be provided each level, Each smoke detector may be individually programmed to operate at any one of five (5) Alarm system and connections to Fire Alarm panel, with a control relay contact as shown on the drawings, but shall be typically as follows: sensitivity settings, E. INTELLIGENT MANJAL PULL STATIONS - D. Perform an acceptance test in the presl nce of the Owner and/or his representative and the local fire 1. HVAC fan systemsi Provide one (1) shutdown control relay contact for each HVAC fan system. 6. Each detector microprocessor shall contain an environmental compensation algorithm which Identifies and 1. GENERAL prevention agencies, All tests, as required by the Architect/Design Professional or local fire prevention sets ambient Environmental Thresholds approximately six times an hour. The microprocessor shall agencies, shall be performed by the Contractor. 2. HVAC supply fans Provide one (1) shutdown control relay contact for each HVAC supply fan over continually monitor the environmental impact of temperature, humidity, other contaminates as well as a. It shall be possible to address each Signature Series fire alarm pull station without the use of 15,000 CFM. detector aging. The process shall employ digital compensation to adapt the detector to both 24 hour DIP or rotary switches, Devices using DIP switches for addressing shall not be acceptable. The E. Tests shall be repeated as required wit no additional cost to the Owner, long term and 4 hour short term environmental changes, The microprocessor shall monitor the manual stations shall have a minimum of 2 diagnostic LEDs mounted on their integral, factory I 3, HVAC return fans; Provide one (1) shutdown control relay contact for each HVAC return fan over assembled single or two stage Input module, A green LED shall flash to confirm communication with F. Test all functions of the system In accordance with the Inspection, testing and maintenance requirements THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 2,000 CFM, environmental compensation value and alert the system operator when the detector approaches 80%and 100% of the allowable environmental compensation value. Differential sensing algorithms shall the loop controller. A red LED shalt flash to display alarm status, The station shall be capable of the National Fire Alarm Code. Record each device and function tested, AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. maintain a constant differential between selected detector sensitivit and the learned base line of storing up to 24 diagnostic codes which can be retrieved for troubleshooting assistance. Y G. Whenever shutdown of the fire Alarm system Is required to perform construction work, contractor shall ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 1.8 FIRE ALARM SYSTEM SEQUENCE OF OPERATION sensitivity. The base line sensitivityinformation shall be updated and permanently stored at the Input circuit wiring shall be supervised for open and ground faults, The fire alarm pull station , y P P y shall be suitable for operation in the following environments arrange for such shutdown to be performed by the Owners zone contractor, VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. detector approximately once every hour, A. The system shall identify any off normal cordition and log each condition into the system database as an - Tempernture� 32oF to 120oF (0oC to 49oC) H. Tests shall include but not be limited to; STATE EDUCATION LAW. event. 7. The Intelligent analog detectors shall be suitable for mounting on any Signature Series detector 1. The system shall auttomatically display on the control panel Liquid Crystal Display the first event of mounting base. - Humidityi 0-93% RH, non-condensing 1. Set and record sensitivity of detectors in installed locations. Drawing Title the highest priority by type. The priorities and types shall be alarm, supervisory, trouble, and C. INTELLIGENT DETECTORS 2. DOUBLE ACTION MANUAL PULL STATION, SIGA-278 2. Activate each detector and verify Iperation of all control panel functions, monitor, a. Provide Intelligent double action, single stage fire alarm stations SIGA-278, The fire alarm station 3. Test and verify automatic functions ns (Le,, fan shutdown), F IRE ALARM 2, The system shall have a Queue operation,, and shall not require event acknowledgment b P q g y the system- 1. Fixed Temperature/Rate of Rise Heat Detector, GE-SIGA-HRS, shall be of lexan construction with an Internal toggle switch. Provide a key locked test feature, operator, The system shall have a labeled color coded Indicator for each type of events alarm red, a. Provide Intelligent combination fixed temperature/rate-of-rise heat detectors GE-SIGA-HRS, The Finish the station in red with white lettering, The manual station shall be suitable for mounting on 4. Verify nil control panel functions, Including alarm and trouble conditions, supervisory yellow., trouble yellow, monitor green. When an unseen event exists for a given heat detector shall have a low mass thermistor heat sensor and operate at a fixed temperature North American 2 (64mm) deep 1-gang boxes and 1 (38mm) deep 4 square boxes with 1-gang type, the indicator shall flash. When all events of a given type have been displayed, the Indicator and at a temperature rate-of-rise, It shall continually monitor the temperature of the air in Its covers, I, Final "As-Built" schematics shall be providI ed by the Contractor upon satisfactory completion of all testing 5PECIf ICATION5 shall change from flashing to steady, surroundings to minimize thermal lag to the time required to process an alarm, The Integral and acceptance of same, 3. PROTECTIVE COVERS, MINI STOPPER II - STI 6540 3, For each event, the display shall include the current time, the total number of events, the type of microprocessor shalt determine if an alarm condition exists and Initiate an alarm based on the J. Contractor shall instruct the Owner's representatives in complete operation, adjustment, and maintenance SCTM# 1000-I OG-G-3 APP No: event, the time the event occurred and up to a 40 character custom user description, analysis of the data, Systems using central Intelligence for alarm decisions shalt not be a. Provide protective covers without horn - with horn housing SHELL at all manual pull stations In of the system, Prior to acceptance by ,the Owner, the Contractor shall provide four (4) copies of acceptable. The Intelligent heat detector shall have a nominal fixed temperature alarm point public spaces, operating and maintenance manuals for the system Installed. 4, The user shall be able to review each event by simply selecting scrolling keys (up-down) for each rating of 135oF (57oC) and a rate-of-rise alarm point of 15oF (9oC) per minute unless otherwise 5CDHS No.: JM2 #: 2022-OG42 event type, shown on design drawings, The heat detector shall be rated for ceiling Installation at a minimum of F. NOTIFICATION APPLIANCES K. Upon completion of all work, contractor hall prepare a new fire zone map for each floor affected by 5, New alarm, supervisory, or trouble events shalt sound a slIenceable audible signal at the control panel, 70 ft (21.3m) centers and be suitable for wall mount applications, 1. General renovation in accordance with owner's Standards and shall mount within a frame adjacent to FACP. I Planning #: _ DATE: 5/3/2022 B. Operation of any alarm initiating device shall automatically, b, Photoelectric Smoke Detector, GE-SIGA-PS 3.5 GUARANTEE SEAL t SIGNATURE: a. All appliances shall be UL Listed for Fire Protective Service, DESIGNED BY: JIi 1. Update the control/display as described above 0.1.) 2. Provide Intelligent photoelectric smoke detectors GE-SIGA-PS. The analog photoelectric detector shall A. A statement of acceptance and approval shall be provided to the office of the Architect/Design utilize a light scattering type photoelectric smoke sensor to sense changes in air samples from Its b. All strobe appliances or combination appliances with strobes shall be capable of providing the Professional, CHECKED BY: AR5 2. Sound all alarm signals throughout the building at the evacuation rate, surroundings, The integral microprocessor shall dynamically examine values from the sensor and initiate Equivalent Facilitation which Is allowed under the Americans with Disabilities Act Accessibilities an alarm based on the analysis of data. Systems using central Intelligence for alarm decisions shall Guidelines (ADA(AG)), and shall be UL 1971, and ULC S526 Listed, B. The Contractor shall guarantee all wiring and equipment to be free from inherent mechanical and electrical pF NEIr�, g g ,4� © SCALE: As indicated Turn on all strobe lights throughout the building, not be acceptable. The detector shalt continually monitor any changes in sensitivity due to the defects for a period of one (1) year from the date of acceptance. �, Va R. Sp ,�'i p environmental affects of dirt, smoke, temperature, aging and humidity. The information shall be stored c. Alt appliances shall be of the same manufacturer as the Fire Alarm Control Panel specified to 47 �!Zy <,,y � 4, Turn on a red alarm LED at the fire alarm control anel, Insure absolute compatibility between the appllances and the control panels, and to Insure that C. The manufacturer's representative shall guarantee at( equipment to be free from Inherent mechanical and � Z DWG No: in the Integral processor and transferred to the analog loop controller for retrieval using a laptop p 5. Operate the alarm relay contacts to initiate the transmission of an alarm to a central station agency PC. The photo detector shall be rated for ceiling installation nt a minimum of 30 ft (9,1m) centers and the application of the appliances are done in accordance with the single manufacturer's electrical defects for a period of one (1) year from date of acceptance. * �' r . via eased r I 1` o: telephone lines, be suitable for wall mount applications, The photoelectric smoke detector shalt be suitable for direct instructions, D. The Contractor shall arrange to have the manufacturer's representative make available to the Owner a n 6. Operate control relay contacts to shutdown all HVAC units. insertion Into air ducts up to 3 ft (0,91m) high and 3 ft (0,91m) wide with air velocities up to 5,000 d. Any appliances which do not meet the above requirements, and are submitted for use must show local service department which shall stock standard parts on the premises, Warranty service is to be M 1;�* ft/min, (0-25,39 m/sec) without requiring specific duct detector housings or supply tubes. written proof of their compatibility for the purposes Intended, Such proof shall be In the form provided during normal working hours, at Ino cost to the Owner, for a period of twelve (12) months from ems' '" 14 7, Operate control relay contacts to release all magnetically held smoke doors throughout the building if of doct,mentation from all manufacturers which clearly states that their equipment (as submitted) the date of acceptance of the Installation. ' 1 aS�4`'� y '� FA= 7 any. a. The percent smoke obscuration per foot alarm set point shall be field selectable to any of five �fiSSt� sensitivity settings ranging from 1,0% to 3,5%, The photo detector shalt be suitable for operation are 100ti compatible with each other for the purposes intended, END OF SECTION 16610 8. Visually annunciate the zone of alarm on the remote annunciator panel. The visual Indication shall In the following environment "It is a violation of the State Education Law for any person, rc Itect ot Record: KEY TO SYMBOLS ABBREVIATIONS unless he or she is acting under the direction a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such 5--� EXISTING SPRINKLER PIPING TO REMAIN X-D PRESSURE REDUCING VALVE ACV ALARM CHECK VALVE GAL GALLON Item is altered, the altering engineer shall affix to the item JM2 his or her seal and the notation "altered by" followed by his4rc s AFF ABOVE FINISHED FLOOR GPM GALLONS PER MINUTE or her signature and the date of such alteration, and a ■ �' -- EXISTING SPRINKLER PIPING TO BE REMOVED ♦-+ GLOBE VALVE specific description of the alteration." ALM ALARM GEN GENERATOR This plan is approved only for the work indicated on the P.c. application specification sheet. all other matters are not to be �--� NEW SPRINKLER PIPING ♦ PIV, POST INDICATOR VALVE AFA AUTOMATIC FIRE ALARM HC HOSE CABINET relied upon, or to be considered as either being approved or PIPE TURNING UP ASKLR AUTOMATIC SPRINKLERS HCONN HOSE CONNECTION in accordance with applicable codes. JM2 ARCHITECTURE, PC 00 PIPE TURNING DOWN b FIRE HOSE RACK ATS AUTOMATIC TRANSFER SWITCH HYD HYDRANT 2410 NORTH OCEAN AVENUE 0 E 30 BOTTOM PIPE TAP -0 HYDRANT, ONE HOSE OUTLET AUTO AUTOMATIC IN INCH, INCHES FARMING SUIT SUITE 0 11738 TOP PIPE TAP AVE AVENUE JP JOCKEY PUMP T I G31 .320.3305 F� G31 .320.3307 0 CAPPED PIPE PUBLIC HYDRANT, TWO HOSE OUTLETS BM BEAM NC NORMALLY CLOSED SPRINKLER NOTES �--i PIPE BREAK �t� POST INDICATOR AND VALVE BOP BOTTOM OF PIPE NO NORMALLY OPEN 1 . THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED AND SHALL CONFORM TO NFP 13. Applicant: BLDG BUILDING NIC NOT IN CONTRACT 2. THE INSTALLATION, COMPONENTS, SIZING, SPACING, LOCATION, POSITION AND TYPE OF SYSTEM SHALL CONFORM TO NFPA 13. Anthony Martignetti e NEW CONCEALED KEY-OPERATED VALVE 8 East 92nd St, Apt 3 PENDENT SPRINKLER HEAD �- --� Cl CAST IRON # NUMBER 3. ALL EQUIPMENT SHALL BE LISTED OR APPROVED FOR FIRE PROTECTION SERVICE. p O NEW SEMI-CONCEALED ( 1 CONC CONCRETE OS & Y OUTSIDE SCREW & YOKE VALVE 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND INJURY. PROPERTY OWNER IS TO MAINTAIN A MINIMUM OF 407 IN ALL New York, NY 10128 PENDENT SPRINKLER HEAD �t�� VALVE IN PIT (OS & Y SHOWN) AREAS OF WET PIPING. (917) 535 - 3777 COD CONTINUED ON DRAWING PIV POST INDICATOR VALVE O NEW UPRIGHT SPRINKLER HEAD �T NON-INDICATING VALVE DCDV DOUBLE CHECK DETECTOR VALVE PRESS PRESSURE 5. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS SPECIFIED IN NFPA 13. Architect of Record : 6. THE OCCUPANCY OF THE AREAS ARE TO BE SPRINKLERED IN ACCORDANCE WITH NFPA AND A SPECIFIED ON PLANS. (-IEXISTING SPRINKLER HEAD TO BE REMOVED �--. FIRE PUMP WITH DRIVES DCV DOUBLE CHECK VALVE PSI UNIT OF PRESSURE JM2 Architecture, PC 7• WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS SPECIFIED IN NFPA 13. DIA, DIAMETER (POUNDS PER SQUARE INCH) 8. PIPING SPECIFICATIONS, SYSTEM TEST PIPES, PROTECTION AGAINST CORROSION, DRAINAGE, FITT NGS, VALVES, HANGERS, GUARDS AND 2410 North Ocean Ave, Suite 300 C:E EXISTING SPRINKLER HEAD TO REMAIN DELUGE VALVE DOM DOMESTIC RPM REVOLUTIONS PER MINUTE SHIELDS SHALL BE IN ACCORDANCE WITH NFPA 13. Farmingville, NY, 1 1738 OR EXISTING SPRINKLER RELOCATED -� ALARM CHECK VALVE DH DOUBLE HYDRANT RPZ REDUCED PRESSURE ZONE 9. STOCK OF EXTRA SPRINKLER HEADS WILL BE FURNISHED AS PER NFPA 13 REQUIRED FOR ENCH TEMPERATURE RATING.) (G31) 320 - 3305 10 SPACING LOCATION AND POSITION OF SPRINKLER HEADS WILL BE IN ACCORDANCE WITH NFPA DN DOWN BACKFLOW PREVENTER . , A 13. MEP E n g l n ee r. NEW SIDEWALL SPRINKLER HEAD DRY PIPE VALVE DPV DRY PIPE VALVE RF ROOF 11 . 1 " TO 12" MINIMUM CLEARANCE OF SPRINKLER DEFLECTOR TO CEILING AS PER NFPA 13. Emtec Consulting Engineers DPC O DRY PENDENT HEAD DRY PIPE VALVE WITH QUICK OPENING DEVICE EMD ELECTRIC MOTOR DRIVEN RM ROOM 12. DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE IN ACCORDANCE WITH NFPA 13. 3555 Veterans Memorial Highway, Suite M ELEV ELEVATOR SPKLR SPRINKLER 13. DRAINAGE TO CONFORM TO SECTION 4-6.3. O DRY UPRIGHT HEAD 14. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. Ronkonkoma, 11779 Q PRESSURE DETECTOR/ SWITCH EXIST EXISTING SPHD SPRINKLER HEAD 2 1 15. ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE SUPPLY TO SPRINKLERS SHALL BE APPROVED O.S.&Y OR APPROVED (63 I) 35G - 7G DRY SIDEWALL HEAD FCA FLOOR CONTROL ASSEMBLY SPR SPRINKLER LINE 0 INDICATOR TYPE. 5urveyor: �, o WATER MOTOR ALARM FT FEET ST STREET 16. DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE AS PER NFPA 13. Nathan Taft Corwin 1 OS & Y CONTROL VALVE FDPC FIRE DEPARTMENT PUMPER CONNECTION TK TANK 17. HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED IN A CORDANCE WITH NFPA 13. 158G Main Road, b WATER FLOW SWITCH (FLOW ALARM) ELECTRIC ALARM BELL FP FIRE PUMP TS TAMPER SWITCH 18. PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY PROVIDING FLUSHING CONNECTION CONSISTING OF CAPPED Jamesport, NY 1 1947 © FSP FIRE STAND PIPE WFS WATER FLOW SWITCH NIPPLE 4" LONG ON THE END OF THE CROSS MAIN AS PER NFPA 13. (G3 I) 727 - 2030 ® PIPE RISER AUTOMATICALLY ACTUATED WET EXTINGUISHING FLR FLOOR v VOLTS 19. SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS PER NFPA 13. 0AUTOMATICALLY ACTUATED DRY EXTINGUISHING HYDRAULIC REFERENCE POINTS 20. TEMPERATURE RATINGS SHALL COMPLY WITH NFPA 13. Project Name21 . 18" MINIMUM CLEARANCE TO BELOW SPRINKLER DEFLECTOR AS PER NFPA 13. y SIAMESE FIRE DEPARTMENT CONNECTION TAMPER SWITCH 22. UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, BLOCKING AND CLAMPING AS PEF NFPA 24 REQUIREMENTS. 5 775 W Mill Road 23. CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA. FACP FIRE ALARM CONTROL PANEL F 24. INTERCONNECTION OF ALARM DEVICES TO BUILDING FIRE ALARM SYSTEM SHALL BE BY OTHERS g FLOW SWITCH 25. ALL REQUIRED SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH NFPA. Project Address FIRE HOSE CABINET 26. ALL PIPE TO BE AS FOLLOWS: � HR HOSE REEL � TIE INTO EXISTING PIPING MAINS 2Y" & LARGER TO BE BLACK STEEL SCHEDULE 10. 5 775 W Mill Rd, FIRE SPRINKLER GENERAL DESCRIPTION 0 F WORK BRANCHES 2" & SMALLER TO BE BLACK STEEL SCHEDULE 40. 0-I FDV FIRE DEPARTMENT VALVE SCOPE 27. ALL FITTINGS TO BE AS FOLLOWS: Matt�tuck, NY 1 2 MAINS 2Y" & LARGER TO BE GROOVED TYPE FITTING. Project Type PG , O PRESSURE GAUGE INSTALL NEW BRANCH PIPING AND SPRINKLER HEADS FOR NEW TENANT SPACE. NO CHANGE IN BRANCHES 2" & SMALLER TO BE CL THREADED. USE, OCCUPANCY, OR EGRESS UNDER THIS APPLICATION. 28. CONTRACTOR'S MATERIAL AND TEST CERTIFICATED FOR ABOVE GROUND AND (WHERE APPLICABLE-) UNDER GROUND PIPE" SHALL BE Renovation >, CHECK VALVE SUBMITTED TO THE FIRE MARSHALL PRIOR TO APPROVAL OF THE INSTALLATION. CONTRACTOR SHALL COORDINATE WITH BUILDING SUPER ANY SYSTEM SHUT DOWN AND PROVIDE 29. FIRE PROTECTION EQUIPMENT, ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS, AND SPRINKLER > GATE VALVE CERTIFIED FIRE WATCH FOR THE TIME THE SYSTEM SHALL BE SHUT DOWN. SYSTEM SHALL BE SHUT DOWN FOR TIE IN ONLY AND RE-ENERGIZED BEFORE END OF WORK DAY. VALVES SHALL BE IDENTIFIED FOR USE OF THE FIRE DEPARTMENT WITH APPROVED SIGNS OF DURABLE MATERIAL PERMANENTLY INSTALLED Rev1510n5 AND READILY VISIBLE. 07-18-22 ISSUED FOR SCHEMATIC DESIGN :--� BUTTERFLY VALVE 30. CONTRACTOR SHALL PROVIDE HYDRAULIC CALCULATIONS AS PER THE FOLLOWING: 1 1-04-22 ISSUED FOR PERMIT A. THE CONTRACTOR WILL SIZE THE SYSTEM BY PERFORMING FULL HYDRAULIC CALCULATION FOR THE SPRINKLER SYSTEM. THE BALL VALVE SYSTEM SHALL BE INSTALLED TO UTILIZE 90% OR LESS OF AVAILABLE PRESSURE AT DESIGN FLOW. THE SHOP DRAWINGS AND SPRINKLER HEAD SCHEDULE CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT, OWNER'S INSURANCE AGENCY AND THE AUTHORITY HAVING JURISDICTION SYMBOL MAKE MODEL N0. DESCRIPTION LOCATION IDENTIFICATION K FACTOR TEMP FOR APPROVAL BEFORE DOING THE WORK. NUMBER ('F) B. DESIGN CRITERIA: • VIKING VK462 CONCEALED PENDENT GENERAL 13503A 5.6 155 OFFICE/COMMON AREAS - LIGHT HAZARD OCCUPANCY, DENSITY- 0.05 GPM/SQ.FT.AREA- MOS REMOTE 1500 SQ.FT. (WET) COVERAGE- - O IVIKING VK300 UPRIGHT GENERAL 12978 5.6 155 NOT TO EXCEED 225 SQ.FT. PER HEAD SPRINKLER DESIGN CRITERIA O VIKING VK194 DRY PENDANT WALK-IN BOX 5.6 155 MECHANICAL/UTILITY ROOMS - ORDINARY HAZARD OCCUPANCY - GROUP 1 , DENSITY- 0.15 GPM/SQ.FT.AREA- MOST REMOTE 1500 SQ.FT. 6> IVIKING VK162 DRY SIDEWALL GENERAL 5.6 155 (WET) COVERAGE- NOT TO EXCEED 130 SQ.FT. PER HEAD 1. THE SPRINKLER SYSTEM IN THIS BUILDING SHALL BE IN ACCORDANCE WITH THE 2020 NYS C. ADD A WATER ALLOWANCE FOR INSIDE AND OUTSIDE HOSE STREAMS TO THE SPRINKLER REQUIREMENTS AT THE CONNECTION TO BUILDING CCDE AND NFPA-13 2013. THE DISTRIBUTION MAIN IN ACCORDANCE WITH NFPA REQUIREMENTS. D. CONTRACTOR SHALL OBTAIN RECENT HYDRANT FLOW TEST INFORMATION AT THE HYDRANT NEAREST TO THE NEW SPRINKLER SERVICE 2. OCCUPANCY CRITERIA D. CONNECTION TO PROVIDE THE FOLLOWING: A. LIGHT HAZARD - OFFICE AREAS AND CORRIDORS, BATHROOMS CONSTRUCTION GENERAL NOTES STATIC PRESSURE:-PSI. RESIDUAL PRESSURE:-PSI. FLOW:-GPM. DATE:-HYDRANT NUMBER:- DENSITY 0.1 GPM/ SQ. FT, OVER MOST HYDRAULICALLY REMOTE 1500 SQ. FT. E. CONTRACTOR'S DESIGN SHALL MEET ALL OF THE REQUIREMENTS ABOVE AND SHALL CONFORM TO ALL OF THE HYDRAULIC DESIGN MAXIMUM COVERAGE PER SPRINKLER HEAD 225 SQ. FT. 1. THE SPRINKLER CONTRACTOR WILL BE HELD RESPONSIBLE TO HAVE VISITED AND EXAMINED THE PREMISES DATA OBTAINED FROM THE HYDRANT FLOW TEST. BEFORE SUBMITTING HIS PROPOSAL, IN ORDER TO UNDERSTAND THE EXISTING CONDITIONS RELATED TO HIS B. ORDINARY HAZARD GROUP 1 - MECHANICAL AND ELECTRICAL WORK. F. PIPE SIZES SHOWN ON THE DESIGN DRAWINGS ARE ESTIMATES AND ARE SUBJECT TO RE SONABLE MODIFICATION PROVIDING THAT EQUIPMENT ROOMS. DENSITY 0.15 GPM PER SQ. FT OVER MOST HYDRAULICALLY REMOTE 2• ALL MATERIALS AND APPARATUS SHALL BE INSTALLED IN ACCORDANCE WITH ALL THE RULES AND REGULATION HYDRAULIC CALCULATIONS ARE ACCEPTABLE AND MEET THE REQUIREMENTS OF NFPA. 1500 SQ. FT. MAXIMUM COVERAGE PER SPRINKLER HEAD 130 SQ. FT. OF THE NEW YORK BUILDING CODES AND ALL OTHER AUTHORITIES HAVING JURISDICTION AND NFPA. 3. PROCUREMENT OF ALL PERMITS AND CERTIFICATES FOR THE INSTALLATION OF THESE SYSTEMS SHALL BE PERFORMED IN ACCORDANCE WITH ALL THE RULES AND REGULATIONS OF THE NEW YORK STATE BUILDING THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE. AND 3. HYDRAULICALLY CALCULATED SYSTEMS SHALL MEET THE FOLLOWING CRITERIA: CODES AND ALL OTHER AUTHORITIES HAVING JURISDICTION. AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 4. THE SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES AND ALL EXISTING ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A A. EXACT LOCATION OF SPRINKLER HEADS IN FINISHED AREAS WITH SUSPENDED CEILINGS CONDITIONS, AND PROVIDE OFFSETS IN PIPING SYSTEMS TO AVOID STRUCTURAL, ARCHITECTURAL, MECHANICAL SHALL BE AS INDICATED CN ARCHITECTURAL REFLECTED CEILING PLANS WITH HEADS IN AND ELECTRICAL INTERFERENCES, WHETHER INDICATED OR NOT. VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. CENTER OF TILES. 5. PROVIDE COMPLETE SPRINKLER COVERAGE IN ALL AREAS, REFER TO AND COORDINATE WITH THE LATEST STATE EDUCATION LAW. ARCHITECTURAL REFLECTED CEILING PLANS AND DETAILS. SPRINKLER HEADS SHALL BE CENTERED IN TILE OR B. EQUIVALENT FITTING LENGTHS USED IN HYDRAULIC CALCULATIONS SHALL BE IN ALIGNED WITH LIGHTS, DIFFUSERS, ETC. ANY SPRINKLER HEAD, MODIFICATIONS REQUIRED TO MEET THE DESIGN NOTES: Drawing Title ACCORDANCE WITH NFPA STANDARD NO. 13, 2013 AS REFERENCED BY THE NYS CRITERIA MUST BE PROVIDED AND APPROVED BY THE ARCHITECT. BUILDING LOCATION BUILDING CODE. 6. PROVIDE SPRINKLER HEAD COMPLETE WITH PIPING, FITTINGS, HANGERS WITH ATTACHMENT TO EXISTING �. , F IRE 5FRI N QER • 4 1 THIS PORTION OF THE PROJECT SHALL BE CONSTRUCTED WITH SWAY WHEREVER FITTINGS ARE USED IN CONJUNCTION WITH SCHEDULE 40 PIPE, EQUIVALENT BUILDING STRUCTURE. x aY, BRACING AS PER NFPA 13. FITTING LENGTHS INDICATED IN NFPA 13 SHALL BE INCREASED BY 30% 7. EXISTING PIPING DAMAGES AS A RESULT OF PERFORMING THE WORK OF THIS CONTRACT SHALL BE REPAIRED C. DISCHARGE FROM EACH SPRINKLER HEAD SHALL NOT BE LESS THAN REQUIRED FOR OR REPLACED AS REQUIRED WITH MATERIAL AND FINISH TO MATCH EXISTING. 2) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 13. GENERAL NOTES AREA COVERED BY THE HEAD. AREA COVERAGE PER HEAD SHALL BE DETERMINED IN 8. ALL AREAS WITHOUT HUNG CEILINGS, ELECTRICAL ROOMS, MECHANICAL ROOMS, STORAGE AREAS ETC., PROVIDE ACCORDANCE WITH NFPA STANDARD NO. 13, AS REFERENCED BY NYS WITH EXPOSED UPRIGHT OR PENDANT SPRINKLER HEADS WITH SPRINKLER GUARDS IN AREAS SUBJECT TO BUILDING CODE. ACCIDENTAL DAMAGE. SCTM# 1000-1 OG-G-3 APP No: D. HYDRAULIC CALCULATIONS SHALL BE BROUGHT BACK TO CONNECTION TO WATER 9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE COVERAGE IN ACCORDANCE WITH THE REQUIREMENTS SCDHS No.: JM2 #: 2022-OG42 SUPPLY. OF THE NEW YORK STATE BUILDING CODE AND NFPA STANDARDS, LOCAL FIRE DEPARTMENT AND THE DESIGN °° y; f s' CRITERIA. �'� �� , �., .. a DRAWING NO. TITLE .yW _m.. .,wuert' 4. FLOW TEST DATA 10. LOCATION AND TYPE OF SPRINKLER HEADS IN THE AREAS WITHOUT HUNG CEILINGS SHALL BE FULLY Plannin #: DATE: 5/3/2022 .:. . . 9 - COORDINATED WITH THE EXPOSED STRUCTURAL (BEAMS, COLUMNS, ETC.) ALL OF THE ABOVE ELEMENTS WHICH SP-001.00 FIRE SPRINKLER GENERAL NOTES A. CONTRACTOR SHALL OBTAIN FLOW DATA INDICATING RESIDUAL PRESSURES ASSOCIATED WITH IMPACT THE SPRINKLER SYSTEM MUST BE INDICATED ON THE SHOP DRAWINGS FOR REVIEW AND APPROVAL. ` 4:n... -., SEAL SIGNATURE: DESIGNED BY: R5 BUILDING SYSTEM AND SUBMIT DATA WITH HYDRAULIC CALCULATIONS 11. BEFORE COMMENCEMENT OF ANY WORK, COMPLETE AND DETAILS WORKING PLANS SHALL HAVE BEEN t SP-101.00 FIRE SPRINKLER FIRST FLOOR PLAN '.: "v B. THESE HYDRAULIC CALCULATIONS ALONG WITH PUMP OR WATER FLOW TEST ARE TO BE SUBMITTED AND APPROVED BY THE BUILDING MANAGEMENT. SP-102.00 FIRE SPRINKLER SECOND FLOOR AND ATTIC PLANS NE CHECKED BY: APs SUBMITTED FOR APPROVAL TO THE ENGINEER AND TO THE INSURANCE UNDERWRITER 12. PROVIDE SPRINKLER HEADS ABOVE AND BELOW ALL DUCTS OR CLUSTERS OF DUCTS, PIPES OR CONDUITS ' SP-501.00 FIRE SPRINKLER DETAILS ,�P yd'P•S,� �.�► SCALE: As indicated HYDRAULIC CALCULATIONS SHALL BE BROUGHT BACK TO THE LOCATION OF THE PUMP OVER 48" WIDE. '' C OR WATER FLOW TEST. _.. 13. PLACE ALL PENDANT TYPE SPRINKLER HEADS IN CENTER OF TILE OR CENTERED WITH LIGHTS DIFFUSERS OR _, :; SP-601.00 FIRE SPRINKLER SCHEDULES N DWG No:C. CONSTRUCTION MAY ONLY BEGIN WHEN APPROVALS ARE GRANTED. SIMILAR ELEMENTS OF CEILING. fi * D. RESULT OF HYDRAULIC CALCULATIONS SHALL INDICATE MINIMUM 10% PRESSURE 14. ALL FLOOR PENETRATIONS, CORE DRILLING, ETC. SHALL BE APPROVED BY LANDLORD. (unl SP-701.00 FIRE SPRINKLER SPECIFICATIONS SAFETY MARGIN, I.E., EXCESS OF PRESSURE AVAILABLE OVER PRESSURE REQUIRED. 15. BASE BUILDING ARCHITECT AND STRUCTURAL ENGINEERS SHALL REVIEW METHOD OF SUPPORTING SPRINKLER LOCATION MAP E. WATER SUPPLY INFORMATION SHALL BE LISTED ON CALCULATIONS AND CURRENT PIPING. ,� 11 -•• v ceQAR ��ti� e AVAILABLE PRESSURE AT FLOOR. SEE RISER DIAGRAM. SCALE: N.T.S. O�0074 A sp = 0011 �ESsito "It is a violation of the State Education Law for any person, Architect ot Kcord: 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 11 or her signature and the date of such alteration, and a specific description of the alteration." r�+ p C. This plan is approved only for the work indicated on the ��.•rr itecture 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 FAKMINGVILLE, NY, 1 1736 T 631 .320.3305 F( 631 .320.3307 — A � �-�� Applicant: I!C AnthonyMarti nett) 8 East 92nd 5t, Apt 3 T7 New York, NY 10128 �j (917) 535 - 3777 CArchitect of Record : DINING JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 4 PROVIDE DRY SIDEWALL _ - _ o � OPEN Farmingvllle, NY, 11738 77 HEAD i'TYP. FOR 3) max;,=fin _ _ _ .,., :_ . :"4 KITCFIEN� (63 I) 320 - 3305 1 `� ®'4 6 (5LL A-5) I i 4 g �- MEP Engineer: -' Emtec Consulting Engineers DPC (2) I 3555 Veterans Memorial Highway, Suite M 5TATI 'd y -- - r Ronkonkoma, NY 1 1779 Doi (631) 35G - 217G 5 u rveyo r: ------------ 1586 Main Road ---- Jame5port, NY 1 1947 0 (� (631) 727 - 2090 / „ - --- Project Name - - - 5775 W Mill Road DOCK Project Addre55 - � 5775 W Mill Rd, KOOFEDOVFRPATIO .x Mattituck9 NY 1 1952 Project Type BAR AREA ��/ Renovation i _I — KCV151on5 15A�;(10 HATS) 07-15-22 155UED FOR SCHEMATIC DESIGN UP �` 1 1-04-22 155UED FOR PERMIT u>=T DNI I ENTR1` y I DN DN RAMP DN RAMP SPRINKLER VALVE FDC ASSEMBLY BY P.C. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND FIRST FLOOR PLAN AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. SCALE: 1/4" = 1 '-0" 4" SPRINKLER MAIN FIRE ALARM ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A SERVICE BELL VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title F IRE 5FRI N KLER fIRYfLOORFLAN SCTM# 1000-106-6-3 APP No: HYDRAULIC DESIGN CRITERIA INFORMATION SHEET NOTES 5CDHS No.: JM2 #: 2022-0642 Planning #: _ DATE: 5/3/2022 1. DESIGN DENSITY = .15 GPM/SF 1. ALL SPRINKLERS PIPING SHALL BE 1" U.O.N. � 2. AREA OF APPLICATION = 1500 SQ. FT. 2. REFER TO SPO. SERIES FOR FIRE SPRINKLER SYMBOLS, SEAL SIGNATURE: DESIGNED BY: RB 3. COVERAGE PER SPRINKLER = 225 SQ. FT. ABBREVIATIONS 'AND GENERAL NOTES. CHECKED BY: AP5 4. NUMBER OF SPRINKLERS CALCULATED = Of Web, 5. "K" FACTOR = 5•6 3. REFER TO SP5.0 SERIES FOR FIRE SPRINKLER DETAILS. P.8.4 �� SCALE: As indicated 6. OCCUPANCY CLASSIFICATION = ORDINARY HAZARD to Q�' CQ 7. TEMPERATURE = 1357 4. REFER TO SP6.0 SERIES FOR FIRE SPRINKLER RISER DIAGRAMS. Q �� * DWG No: 8. HYDRANT FLOW NOT AVAILABLE= 5. PROVIDE AUXILIARY DRAIN AT ALL LOW POINTS. 6. PROVIDE FIRESTOPPING Al ALL PENETRATIONS OF RATED PARTITIONS. ��da ttroox�►"� p��rca a REFER TO ARCHITECTURAL DRAWINGS FOR RATED PARTITIONS. �4rEssloty I i1 i � 1 lip "It is a violation of the State Education Law for any person, Architect of 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 his or her seal and the notation "altered by" followed by his JIM2 or her signature and the date of such alteration, and a specific description of the alteration." �� itecture P.c. This plan is approved only for the work indicated on the 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 ir ---- T ( G31 ,320,3305 F G31 .320.3307 I1 -} - - � Applicant: Anthony Martignetti J ; p (5 East 92nd St, Apt 3 WWI- I D � , New York, NY 10 128 I (917) 535 - 3777 ----------- i Architect of Record : i JM2 Architecture, PC 4" i 2410 North Ocean Ave, Suite 300 ® Farmingvllle, NY, 1 1738 i r---------- ------- (63 I) 320 - 3305 [Er MEP Eng I neer: Emtec Consulting Engineers DPC R�- DV'/ 3555 Veterans Memorial Highway, Suite M FR03650G Ronkonkoma, NY 1 1779 i L_______J - a .s 5urve or. Q 0 r cl. :n Nathan Taft Corwin 158G Main Road, h - 61. 1 Jamesport, NY 1 1947 Bathroom .:� � 4" UP (G31) 727 - 2090 .,��v�. � .� �w,x� HALL ICJ " HVJH � 4 o : Project ame f�echamca� - 4" RISER �P 5775 W Mill oa d Hv c —_-- Project Address [�] -- 5775 11V Mill Rd, 0 Mattituck, NY 1 195 2 0 Project Type t CL. DINSHELv 5 Renovation lexical,Em'm, s<"de,ssslm.e,.s„sd.dz ys<Y,at;%s»; Revisions d 07- 18-22 ISSUED FOR SCHEMATIC DE51GN 1 1 1-04-22 ISSUED FOR PERMIT 4" 4" D N 4,1 0 0 I 0 0 SECOND FLOOR PLAN ATTIC FLOOR PLAN SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" 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 F IRE 5PRI N KLER 2ND fLK � ATTIC FLAN5 5CTM# 1000-1 OG-G-3 APP No: HYDRAULIC DESIGN CRITERIA INFORMATION SHEET NOTES 5CDH5 No.: JM2 #: 2022-OG42 Planning #: _ DATE: 5/3/2022 1. DESIGN DENSITY = .15 GPM/SF 1. ALL SPRINKLER PIPING SHALL BE 1" U.O.N. SEAL* SIGNATURE: DESIGNED BY: RB 2. AREA OF APPLICATION = 1500 SQ. FT. 2. REFER TO SP0.0 SERIES FOR FIRE SPRINKLER SYMBOLS, 3. COVERAGE PER SPRINKLER = 225 SQ. FT. ABBREVIATIONS AND GENERAL NOTES. CHECKED BY: APS 4. NUMBER OF SPRINKLERS CALCULATED = of NeMY r 5. "K" FACTOR = 5.6 P,S SCALE: As indicated 6. OCCUPANCY CLASSIFICATION — ORDINARY HAZARD 3. REFER TO SP5.0 S RIES FOR FIRE SPRINKLER DETAILS. y� �,� �c@ ,� 7. TEMPERATURE = NOT AVAILABLE 8. HYDRANT FLOW 4. REFER TO SP6.0 SERIES FOR FIRE SPRINKLER RISER DIAGRAMS. .� `,� * 'G No: = NOT 5. PROVIDE AUXILIARY ;DRAIN AT ALL LOW POINTS. 0 6. PROVIDE FIRESTOPP NG AT ALL PENETRATIONS OF RATED PARTITIONS. a 100T411 2 REFER TO ARCHITECTURAL DRAWINGS FOR RATED PARTITIONS. R��Esst — ------ ----- - ---- "It is a violation of the State Education Law for any person, Architect of Kcord: 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 lilliM2 or her signature and the date of such alteration, and a specific description of the alteration." �� itecture �!C. This plan is approved only for the work indicated on the application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE, PC HANGER ROD BOLTED in accordance with applicable codes. TO STRUCTURE ABOVE 2410 NORTH OCEAN AVENUE (FURNISHED AND SUITE 300 INSTALLED BY CONTRACTOR) FARMINGVILLE, NY, 1 1738 T I G31 .320.3305 F1 G31 .320.3307 VIBRATION ISOLATOR Applicant: WHERE SPECIFIED Anthony Martignetti 8 East 92nd St, Apt 3 TEST VALVE HANGER ROD ADJUSTABLE STEEL AUXILIARY DRAIN New York, NY 10 128 (SIZE AS PER SPECIFICATION) PIPE ROLL HYDRAULIC SYSTEM KEEP CLOSED (517) 535 - 3777 EXISTING UPRIGHT HEAD THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC Architect of Record : TO BE REMOVED WHERE SPRINKLER SYSTEM INDICATED OR APPLICABLE SIGN-2 JM2 Architecture, PC LOCATION SIGN-3 2410 North Ocean Ave, Suite 300 NO. OF SPRINKLERS 0 Farmingville, NY, 1 1736 1 CLOSE NIPPLE PIPE SADDLE OR RIGID INSULATION SECTION112 BASIS OF DESIGN (G3 I) 320 - 3305 t DENSITY GPM so.Fr. MEP E n l n e e r: 2 DESIGNED AREA OF DISCHARGE so. FT. THIS VALVE CONTROLS 9 SPRINKLER Emtec Consulting Engineers DPC 1 DROP NIPPLE i BRANCH LINE SYSTEM DEMAND AUTOMATIC SPRINKLER PIPING 1 GPM DISCHARGE cPM FIRE ALARM 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 11779 CONCEALED SPRINKLER HEAD 2 RESIDUAL BASE OF THE RISER PSI SYSTEM IN THEWHEN BELL RINGS (G31) 35G - 217G SOLE PLATE AND MUST ALWAYS BE KEPT CALL 5 u rveyo r: SUSPENDED CEILING (INSULATED PIPING ONLY) FIRE DEPT AND POLICE OPEN Nathan Taft Corwin SIGN-1 156G Main Road, CEILING PLATE JameSport, NY 1 1947 SIGN-4 SIGN-5 (G31) 727 - 2090 I RETURN BEND (CONVERTED) Project Name SUSPENDED PIPING SUPPORT TYPICAL SIGNS DETAIL 5775 W Mill Road NO SCALE NOT TO SCALE SCALE: NONE Project Address 5775 W Mill Rd, Mattituck, NY 1 1952 Project Type Renovation FLOOR SLAB RCV151on5 07-18-22 ISSUED FOR SCHEMATIC DESIGN 1 1-04-22 ISSUED FOR PERMIT 22"MAX. FLOOR SLAB SOLID BEAM SPRINKLER HEAD DEFLECTOR SHALL BE LIDCATED 1" MIN. & 6" MAX. BELOW OBSTRUCTION AND 22" MAX. 1"MIN. BELOW SLAB PIPE SLEEVE c �UPRIGHT SPRINKLER HEAD �1 FUTURE UPRIGHT SPRINKLER HEAD J REDUCER BRANCH SPRINKLER ESCUTCHEON PLATE ON ONE PIPING OR BOTH SIDES WHERE PIPING IS EXPOSED. SPRINKLE SYSTEM BRANCH IPING UPRIGHT SPRINKLER DETAIL 1" NO SCALE THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND HVAC DUCT AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 48" OR WIDER FIRE RESISTANT PIPE SILIC❑NE FOAM SEALER ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A FINISHED WALL VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title F IRE 5PRI N KLER NOTES, DETAI L5 1. FOR INTERI❑R WALLS T T� FUTURE PENDANT SPRINKLER HEAD SCTM# 1000-I OG-G-3 APP No: SCDHS No.: JM2 #: 2022-OG42 C _ Planning #: _ DATE: 5/3/2022 HEEL TEE W/PLUG SEAL SIGNATURE: DESIGNED BY: R5 DUCT INTERFERENCE DETAIL NON—RATED PIPE SLEEVE THROUGH INTERIOR WALL DETAIL TYPICAL LOW—POINT DRAIN NO SCALE NO SCALE CHECKED BY: APs NOT TO SCALE A ¢DWI P.Bq�Q .�� SCALE: As indicated y F DWG No: �O 10074% tip` REFER TO ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND �ROFESS10k spm5u'ah' i FLOOR ASSEMBLI S AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS I I@I" 7 1 '!''r T" I "It is a violation of the State Education Law for any person, Architect of Fe—co-r-a-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 ItemJ his his or her seal and the notation "altered by" followed by his PW or her signature and the date of such alteration, and a �'+ specific description of the alteration." �'IC me U e P.c. This plan is approved only for the work indicated on the 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 1735 T I G31 .320.3305 F I G31 .320.3307 Applicant: Anthony Martignetti 8 East 92nd St, Apt 3 New York, NY 10128 (917) 535 - 3777 ROOF Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 --S TO ATTIC SPRINKLERS Farmingville, NY, 1 1736 (G31) 320 - 3305 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 1 1773 ATTIC (63 I) 356 - 2 176 5 u rveyo r: Nathan Taft Corwin TO 2ND FLOOR SPRINKLERS 158G Main Road, Jamesport, NY 1 1347 (G31) 727 - 2030 Project Name 4" 5775 W Mill Road SECOND FLOOR Project Address FCA FCA TO 1ST FLOOR SPRINKLERS 5775 W Mill Rd, i 4" Mattituck, NY 1 1952 EXTERIOR WALL Project Type SYSTEM RISER 2�� WIRING Renovation CONTROL VALVE, FIRE ALARM LOCKED OPEN TS BELL, 24V DC ■ Revisions 07-18-22 ISSUED FOR SCHEMATIC DE51GN ■ DCVA J 1 1-04-22 155UED FOR PERMIT ■ ■ ABD ■ FIRE DEPT. CONNECTION BY SPRINKLER CONTRACTOR DRAIN VALVE FIRST FLOOR REFER TO CIVIL \—SPILL DRAIN TO DRAWINGS FOR ?— -*-- ■ GRADE W/SPLASH CONTINUATION 4" BY PLUMBING CONTRACTOR. BLOCK �..............��1 I I 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 5UB-DIV15ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title SPRINKLER SYSTEM RISER DIAGRAM F IRE 5PRINKLER SCALE: NONE R15ER DIAGRAM SCTM# 1000-I OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-0642 Planning #: _ DATE: 1/1/2012 SEAL t SIGNATURE: DESIGNED BY: 1 6 of NEW CHECKED BY: AP5 o P S,qQ� .per SCALE: As indicated r DWG No: 0 s tJ Cs �dp IQQT44 RQFE5SI0N� SP = 6 if, I I I� I pill 1f I'. "It is a violation of the State Education Law for any person, Architect of 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 SPRINKLER SPECIFICATIONS 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 1. GENERAL CONDITIONS 10. SHUT—DOWNS 15. TESTS specific description of the alteration." '+ This plan is approved only for the work indicated on the U c i�� e c t u r e P.c. A. WHEN INSTALLATION OF NEW WORK REQUIRES THE SHUT—DOWN OF AN A. THE SPRINKLER SYSTEM SHALL BE HYDROSTATICALLY TESTED UNDER A application specification sheet. all other matters are not to be A. THE "GENERAL CONDITIONS" OF THE CONTRACT FOR CONSTRUCTION OF THE relied upon, or to be considered as either being approved or AMERICAN INSTITUTE OF ARCHITECTS CURRENT EDITION SHALL FORM A PART OPERATING SYSTEM, THE CONNECTION OF THE NEW WORK SHALL BE PERFORMED PRESSURE OF 200 PSI FOR TWO HOURS AND ANY DEFECTS OR LEAKS SHALL in accordance with applicable codes. JM2 ARCHITECTURE, PC OF THIS SPECIFICATION EXCEPT AS OTHERWISE HEREIN PROVIDED. ONLY AFTER GIVING AT LEAST 72 HOURS (3 WORKING DAYS) NOTICE AND BE REMEDIED. CAULKING OF THREADS SHALL NOT BE PERMITTED. 2410 NORTH OCEAN AVENUE OBTAINING THE WRITTEN AUTHORIZATION OF THE OWNER. DURING CONNECTION OF SUITE 300 B. INCLUDE ALL LABOR, MATERIALS AND APPLIANCES REQUIRED FOR THE NEW WORK THE SYSTEM MUST BE TURNED ON AND OFF AT THE BEGINNING AND B. APPROVAL OF AUTHORITIES HAVING JURISDICTION SHALL BE OBTAINED IN FARMINGVILLE, NY, 11738 ENDING OF EACH WORK DAY. FURNISHING, INSTALLING AND TESTING, COMPLETE AND READY FOR WRITING BEFORE FINAL ACCEPTANCE OF THIS WORK. OPERATION IN A MANNER SATISFACTORY TO THE ARCHITECT, INCLUDING ALL T ( G31 .320.3305 FI G31 .320.3307 WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 11. WORK IN EXISTING BUILDING 16. GUARANTEE Applicant: C. THE INSTALLATION SHALL BE ACCOMPLISHED BY AN AUTHORIZED (FIRE A. PERFORM THE WORK IN THE EXISTING BUILDING WHEN AND AS DIRECTED, A. NEITHER THE FINAL CERTIFICATE OF PAYMENT NOR ANY PROVISION IN THE Anthony Martignetti STANDPIPE) AND (SPRINKLER) CONTRACTOR RECOGNIZED AS A FULLY AND GENERALLY IN ACCORDANCE WITH THE SEQUENCE OF OPERATIONS. CONTRACT DOCUMENTS, NOR PARTIAL OR ENTIRE OCCUPANCY OF THE AREAS 8 East 92nd St, Apt 3 EXPERIENCED SPECIALIST IN THE INSTALLATION OF (FIRE STANDPIPE) AND CAUTION IS HEREBY GIVEN THAT THE WORK SHALL BE PERFORMED SO AS TO BY THE OWNER SHALL CONSTITUTE AN ACCEPTANCE OF WORK NOT DONE IN New York, NY 10126 (AUTOMATIC SPRINKLER SYSTEMS) BY THE BUILDING DEPARTMENT OF THE CAUSE THE LEAST POSSIBLE INCONVENIENCE AND DISTURBANCE TO THE ACCORDANCE WITH THE CONTRACT DOCUMENTS OR RELIEVE THE CONTRACTOR (917) 535 - 3777 CITY OF NEW YORK. OCCUPANTS. OF LIABILITY IN RESPECT TO ANY EXPRESS WARRANTIES OR RESPONSIBILITY FOR FAULTY MATERIALS OR WORKMANSHIP. THE Architect of Record 2. LAWS ANC ORDINANCES B. THE PROPOSAL *FOR WORK IN THE EXISTING BUILDING SHALL BE PREDICATED CONTRACTOR SHALL REMEDY ANY DEFECTS OR INADEQUACIES IN THE WORK ON THE PERFORMANCE OF THE WORK DURING REGULAR WORKING HOURS. WHEN AND PAY FOR ANY DAMAGE TO OTHER WORK RESULTING THEREFROM, WHICH JM2 Architecture, PC A. ALL NEW YORK STATE LAWS AND REGULATIONS AND OSHA SO DIRECTED, HOWEVER, INSTALL WORK ON OVERTIME AND THE ADDITIONAL SHALL APPEAR WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. 2410 North Ocean Ave, Suite 300 RECOMMENDATIONS, GOVERNING OR RELATING TO ANY PORTION OF THIS WORK COST AND CHARGES THEREFOR SHALL BE ONLY THE "PREMIUM" PORTION OF THE OWNER WILL GIVE NOTICE OF OBSERVED DEFECTS OR INADEQUACIES Farmingville, NY, 1 1738 ARE HEREBY MADE A PART OF THESE SPECIFICATIONS. RESPONSIBILITY THE WAGES PAID. WITH REASONABLE PROMPTNESS. (63 I) 320 - 3305 FOR COMPLIANCE TO THEIR PROVISIONS IS INCLUDED. C. SCRAP AND DEBRIS, EXCEPT AS OTHERWISE SPECIFIED, SHALL BE DISPOSED MEP En Ineer: 3. NOTICE TO BIDDERS OF AND/OR REMOVED FROM THE SITE. Emtec Consultiln Engineers DPC A. BEFORE SUBMITTING PROPOSALS, EXAMINE THE SPECIFICATIONS AND ALL 12. MATERIALS AND INSTALLATION 3555 Veterans Memorial Highway, Suite M DRAWINGS RELATING TO THE WORK AND BECOME FULLY INFORMED AS TO THE Ronkonkoma, NY 1 1779 EXTENT AND CHARACTER OF THE WORK. A. SYSTEM AND COMPONENT PARTS SHALL BE THE PRODUCTS OF A MANUFACTURER (G31) 35G - 217G EQUIPPED AND EXPERIENCED IN THE MANUFACTURING OF (FIRE STANDPIPE) Surveyor: 4. EXAMINATION OF EXISTING CONDITIONS AND (SPRINKLER SYSTEMS). DEVICES SHALL BE UNDERWRITERS Nathan Taft Corwin A. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING LABORATORIES AND/OR FACTORY MUTUAL APPROVED AND SHALL HAVE ACURRENT LISTING IN THEIR RESPECTIVE "APPROVED EQUIPMENT" LISTS. 158G Main Road, AFFECTED BY THIS WORK SO AS TO BECOME FAMILIAR WITH EXISTING CCNDITIONS AND DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THE COMPONENTS AND PARTS SHALL BE SUBJECT TO THE ACCEPTANCE OF THE Jamesport, NY 11947 WORK, BEFORE SUBMITTING PROPOSALS. ARCHITECT. (G3 I) 727 - 2090 B. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH B. PIPE SHALL BE BLACK STEEL, SCHEDULE 40. Project Name EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, C. PIPING FOR SPRINKLER SYSTEMS MAY BE SCHEDULE 10 ROLLED GROOVE WITH OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED, WHICH CCULD HAVE BEEN FORESEEN HAD SUCH EXAMINATION BEEN MADE, WILL NOT COUPLINGS AND FITTINGS FOR PIPING 2-1/2" AND LARGER. 5 775 W Mill Road BE RECOGNIZED. D. THREADS SHALL BE FULL AND CLEAN CUT AND BURRS FORMED IN CUTTING 5. PERMITS AND CERTIFICATES SHALL BE REAMED., WHEN ASSEMBLING PIPE, CARE SHALL BE TAKEN THAT Pro ect Address THE PIPE DOES NOT EXTEND INTO THE FITTING OBSTRUCTING THE J A. INSTALL ALL WORK IN FULL ACCORDANCE WITH THE REQUIREMENTS OF ALL WATERWAY. JOINT COMPOUND SHALL BE APPLIED TO THE THREADS OF THE 5 775 W Mill Rd LOCAL AND GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION OVER THESE PIPE AND NOT TO THE FITTINGS OR SPRINKLERS. PIPES SHALL BE MATTERS, AS WELL AS WITH ANY REQUIREMENTS OF THE NFPA 13 (2007), UL, FM, STRAIGHTENED BEFORE INSTALLATION TO PREVENT POCKETS. PIPES SHALL Mattituck BS&A, MEA AND OTHER APPLICABLE CODES. PITCH NOT LESS THAN 1/4 IN 10 FEET. , NY 1 1952 B. GIVE NECESSARY NOTICES AND OBTAIN PERMITS OR LICENSES NECESSARY TO E. FITTINGS, UNLESS OTHERWISE SPECIFIED, SHALL BE BLACK CAST IRON Project Type CARRY OUT THIS WORK AND PAY ALL FEES THEREFOR. STANDARD MALLEABLE FITTINGS. C. ARRANGE FOR INSPECTIONS AND TESTS OF ANY OR ALL PARTS OF THE WORK F. SCREWED FITTINGS FOR SPRINKLER SYSTEMS SHALL BE 175# CAST IRON, Renovation AS REQUIRED BY AUTHORITIES OR UTILITY COMPANIES HAVING ANSI B16.4. JURISDICTION AND PAY ALL CHARGES FOR SAME. i G. FLANGED FITTINGS FOR SPRINKLER SYSTEMS SHALL BE 175# CAST IRON Revisions D. PAY ALL COSTS FOR, AND FURNISH TO THE OWNER, ALL CERTIFICATES ANSI B16.1. 07-18-22 ISSUED FOR SCHEMATIC DESIGN NECESSARY AS EVIDENCE THAT THE WORK INSTALLED CONFORMS WITH ALL 1 1-04-22 ISSUED FOR PERMIT REGULATIONS AS THEY APPLY TO THIS WORK. H. THREADED AND MECHANICAL FITTINGS FOR FIRE STANDPIPE SHALL BE OF REQUIRED PRESSURE RATING FOR THE THEIR RESPECTIVE PRESSURE ZONES. 6. SHOP DRAWINGS I. COUPLINGS SHALL NOT BE USED EXCEPT WHERE PIPE IS MORE THAN 20 FEET A. APPROVED SPRINKLER PIPING DRAWINGS: WORKING PLANS, PREPARED IN LENGTH BETWEEN FITTINGS. ACCORDING TO NFPA 13 (2002), THAT HAVE BEEN APPROVED BY AUTHORITIES HAVING JURISDICTION, INCLUDING HYDRAULIC CALCULATIONS IF APPLICABLE BEFORE J. A ONE—PIECE REDUCING FITTING SHALL BE USED WHEREVER A CHANGE IS ORDERING OR INSTALLING EQUIPMENT OR MATERIAL. MADE IN THE SIZE. THE USE OF BUSHINGS OR REDUCING FLANGES WILL NOT BE PERMITTED. B. SHOP DRAWINGS FOR PIPING AND SIMILAR DISTRIBUTION SERVICES SHALL SHOW BY DIMENSION THE EXACT SIZE AND LOCATION OF EACH ELEMENT OF K. UNIONS SHALL BE OF THE HEAVY GROUND TYPE AND SHALL BE USED ONLY ON THE SYSTEM IN BOTH THE HORIZONTAL AND VERTICAL PLANE, AS WELL AS PIPES 2" AND SMALLER. RELATIONSHIP TO THE BUILDING STRUCTURE, ARCHITECTURAL CONSTRUCTION, EQUIPMENT AND THE WORK OF OTHER TRADES. WHERE NEW L. CUT OR ROLLED GROOVES IN PIPE FOR USE WITH MECHANICAL GROOVED WORK IS ADDED TO AN EXISTING STRUCTURE, THE SHOP DRAWINGS SHALL COUPLINGS SHALL BE MADE WITH AN APPROVED MACHINE MANUFACTURED BY SHOW THE LOCATION OF ALL EXISTING SERVICES AND EQUIPMENT. THE THE SUPPLIER OF THE COUPLINGS. MECHANICAL COUPLINGS SHALL BE WORK DESCRIBED IN ANY SHOP DRAWING SUBMISSION SHALL BE CAREFULLY VICTAULIC #07 "ZERO—FLEX". CHECKED BY THIS CONTRACTOR FOR ALL CLEARANCES, FIELD CONDITIONS, MAINTENANCE OF ARCHITECTURAL CONDITIONS AND PROPER COORDINATION M. INSTALL SPRINKLER HEADS IN ALL AREAS ON TRUE AXIS LINE IN BOTH WITH ALL TRADES ON THE JOB. DIRECTIONS WITH A MAXIMUM DEVIATION OF 1/2" n FROM THE AXIS LINE ESTABLISHED BY THE ARCHITECT FOR THE USE OF ALL TRADES. AT THE C. AT THE COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL TURN COMPLETION OF THE INSTALLATION, REMOVE AND REINSTALL ANY SPRINKLER OVER TO THE OWNER FOR RECORD PURPOSES ONE SET OF REPRODUCIBLE HEADS FOUND TO EXCEED THE ABOVE—MENTIONED TOLERANCE. APPROVED, AS—INSTALLED SHOP DRAWINGS. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 7. SUBMITTALS 13. HANGERS AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. A. SUBMIT NAMES, SIZES, CATALOG NUMBERS AND/OR SAMPLES OF THE A. SUPPORT ALL PIPING WITH ACCEPTABLE HANGERS, ANCHORS, FRICTION ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A / HANGERS, AND SUPPORTS AS INDICATED OR SPECIFIED. HANGERS SHALL BE VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. FOLLOWING MATERIALS: OF HEAVY IRON OR STEEL CONSTRUCTION. NO CAST STEEL OR CAST IRON STATE EDUCATION LAW. SHALL BE USED. HANGERS SHALL HAVE NUT ABOVE AND BELOW HANGER. SPRINKLER HEADS FITTINGS UPPER NUT SHALL BE LOCKED AGAINST HANGER TO PREVENT LOOSENING BY Drawing Title PIPE VIBRATION. SPRINKLER HEAD CABINET f IRE 5FRI N KLER SLEEVES AND ESCUTCHEONS HANGERS B. SUPPORT HORIZONTAL PIPING AS FOLLOWS: 8. AS—BUILT DRAWINGS (1) PIPING 1" SIZE AND SMALLER: ADJUSTABLE RING HANGER NOT MORE SPECIF ICATIONS THAN 8'-0" APART. A. UPON COMPLETION OF THE WORK, FURNISH RECORD DRAWINGS SHOWING THE SCTM# 1000-I OG-G-3 APP No: EXACT LOCATION OF WORK INSTALLED. DRAWINGS SHALL BE MARKED "AS— (2) PIPING 1-1/4" AND LARGER: CLEVIS HANGER NOT MORE THAN 10'-0" BUILT RECORD DRAWINGS" AND CARRY CONTRACTOR'S NAME AND ADDRESS. APART. SCDHS No.: JM2 #: 2022-0642 DRAWING SHALL BE MADE ON VELLUM OR MYLAR REPRODUCIBLE. (3) PIPING SUPPORTED FROM WALL SHALL BE PROVIDED WITH WELDED Planning #: _ DATE: 513/2022 ANGLE IRON BRACKETS. SEAL SIGNATURE: DESIGNED BY: RB 9. CUTTING, CORE DRILLING, CHOPPING, ALTERING AND PATCHING A. THIS CONTRACTOR SHALL PERFORM ALL CUTTING, CORE DRILLING, C. PROVIDE HANGERS ON EVERY BRANCH OVER 3'-0" LONG. CHECKED BY: AP5 �c�� h CHOPPING, ALTERING AND PATCHING AS REQUIRED FOR THE INSTALLATION OF THE WORK PERFORMED UNDER THE SPRINKLER CONTRACT, INCLUDING THE D. NO CHAIN, METAL STRAP OR WIRE WILL BE PERMITTED FOR THE SUPPORT OF P¢ ,! .Sq c .�►� SCALE: As indicated RESTORING OF EXISTING WORK THAT IS DAMAGED AND/OR ALTERED DUE TO ANY PIPING. DWG No: REMOVAL WORK. ALL MATERIALS AND WORKMANSHIP REQUIRED IN 14. SPRINKLERS CONNECTION WITH CUTTING, ALTERING AND PATCHING SHALL MATCH THE EXISTING WORK IN EVERY RESPECT. A. ANY NEW SPRINKLER HEADS TO MATCH EXISTING. A ta"" B. EXISTING SPRINKLER HEADS SHALL BE REUSED. S SP 7V I III iil KEY TO SYMBOLS ABBREVIATIONS "It is a violation of the State Education Law for any person, rc itect of eCo — 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 E UIPMENT drawing and/or in this specification in anyway. If any such EXISTING DUCTWORK TO REMAIN < < EXISTING PIPING TO REMAIN OT THERMOSTAT m BASEBOARD RADIATION A AMPERES E-WBT ENTERING WET BULB NTS N�k1rnT@ 6(f�rE�i, the altering engineer shall affix to the itemJM2 A/C UNIT AIR CONDITIONING UNIT EWT ENTERING WATER TEMPERATURE CA bl�Tsf �'eAlReal and the notation "altered by" followed by his EXISTING DUCTWORK TO BE REMOVED 3� _ _ EXISTING PIPING TO BE REMOVED CABINET HEATER or er si nature and the date of such alteration, and a HUMIDISTAT ACCU AIR COOLED CONDENSING UNIT EXH EXHAUST OAI OUTSIDE AIRS @I Ar�Edescri tion of the alteration." NEW DUCTWORK NEW PIPING DUCT MOUNTED UNIT HEATER AHU AIR HANDLING UNIT EXP EXPANSION TANK OD OU��[A19310g Rroved only for the work indicated on the �� n i ` c � U ` P.C. --- -- — NEW DUCTWORK W ACOUSTICAL LINING F FIRESTAT a plication specification sheet. all other matters are not to be DUCT UNDER POSITIVE PRESSURE �—C—� CONDENSATE PIPING O ALT ALTERNATE (E) EXISTING PD Pp1�BSUWn,E�&OPo be considered as either being approved or HORIZONTAL UNIT HEATER ASHRAE AMERICAN SOCIETY OF HEATING (ER) EXISTING TO BE REMOVED PDISCH dance with applicable codes. JM2 ARCHITECTURE, PC (SUPPLY AIR OR FAN DISCHARGE) S—HWS HOT WATER SUPPLY © GAS DETECTOR 2410 NORTH OCEAN AVENUE S---HWR—i HOT WATER RETURN REFRIGERATING AND AIR—CONDITIONING 'F DEGREES FAHRENHEIT PRESS PRESSURE DUCT UNDER NEGATIVE PRESSURE 0 REMOTE TEMPERATURE SENSOR ® PUMP ENGINEERS F & T FLOAT AND THERMOSTATIC PSI POUNDS PER SQUARE INCH SUITE 300 (RETURN OR OUTSIDE AIR) —CHWS—S CHILLED WATER SUPPLY 0 COILS AFD ADJUSTABLE FREQUENCY DRIVE FA FREE AREA (SQ. FT.) (R) RELOCATED FARMINGVILLE, NY, 11738 DUCT UNDER NEGATIVE PRESSURE —CHI CHILLED WATER RETURN DD DUCT DETECTOR D CENTRIFUGAL FAN OR PUMP AFF ABOVE FINISHED FLOOR FAI FRESH AIR INTAKE RA RETURN AIR T G31 .320.3305 FI G31 .320.3307 (EXHAUST) —RFGT REFRIGERANT PIPING ACT ACOUSTICAL CEILING TILE FC FLEXIBLE CONNECTION RND ROUND GAS—� GAS PIPING RM REFRIGERANT LEAK DETECTOR AS AIR SEPARATOR FDMPR FIRE DAMPER W/ ACCESS DOOR RFGT REFRIGERANT Applicant: ® (400) SUPPLY DIFFUSER, (AIR QUANTITY IN Anthon netts CUBIC FEET PER MINUTE) —GCS—� GLYCOL COOLING SUPPLY TH TEMPERATURE AND HUMIDITY RECORDER ELECTRIC HEATER AUTO AUTOMATIC FD FLOOR DRAIN REQD REQUIRED y Mary g Z (400) RETURN REGISTER, (AIR QUANTITY IN �GCR—� GLYCOL COOLING RETURN BB BASEBOARD FLA FULL LOAD AMPERES RA FAN RETURN FAN 8 East 92nd St, Apt 3 CUBIC FEET PER MINUTE) LD LIQUID DETECTOR CEILING EXHAUST FAN BLR BOILER FLR FLOOR RG RETURN GRILLE New York, NY 10126 —LPS —� LOW PRESSURE STEAM BG BOTTOM GRILLE FPM FEET PER MINUTE RHG REFRIGERANT GAS (917) 535 - 3777 ® RECTANGULAR DIFFUSER WITH BLANKING PLATE �r—LPC LOW PRESSURE CONDENSATE O PRESSURE GUAGE - CENTRIFUGAL ROOF FAN BLR HP BOILER HORSEPOWER FPS FEET PER SECOND RILL REFRIGERANT LIQUID S.R. SUPPLY REGISTER RE FLOW SWITCH DIRECTION OF FLOW - BLDG BUILDING FR FLOOR REGISTER RLA RATED LOAD AMPS Architect of Record : � —�S.G. SUPPLY GRILLE I C.O. CLEANOUT ❑ VARIABLE FREQUENCY DRIVE BOD BOTTOM OF DUCT FT FEET RR RETURN REGISTER JM2 Architecture, PC R.R. RETURN REGISTER 0 PIPE TURNING UP THERMOMETER BOP BOTTOM OF PIPE FOR FUEL OIL RETURN RSL REFRIGERANT SUCTION 2410 North Ocean Ave, Suite 300 R.G. RETURN GRILLE 4 PIPE TURNING DOWN BOS BOTTOM OF STEEL FOS FUEL OIL SUPPLY RM ROOM Farmingville, NY, 1 1738 0 LOUVER & SCREEN '�' EP ELECTRIC PNEUMATIC SWITCH RL4 CHILLER, LIQUID BR BOTTOM REGISTER FD/AD FIRE DAMPER AND ACCESS DOOR RPM REVOLUTIONS PER MINUTE (G31) 320 - 3305 BOTTOM PIPE TAP DIRECT EXPANSION BHP BRAKE HORSEPOWER FSD/AD FIRE/SMOKE DAMPER W/END SWITCH SA SUPPLY AIR 0 LINEAR DIFFUSER TOP PIPE TAP PE PNEUMATIC ELECTRIC SWITCH BTU BRITISH THERMAL UNIT AND ACCESS DOOR SAG SUPPLY GRILLE MEP Eng I neer: ] CAPPED PIPE H BTUH BTU PER HOUR G GAS SDMPR SMOKE DAMPER Emtec Consulting Engineers DPC 10x6 TR 10" BY 6" TOP REGISTER ESAP ENVIRONMENTAL SENSOR ALARM PANEL A050) 150 CFM SUPPLY AIR --5 PIPE BREAK It CENTERLINE GA GAUGE SF SQUARE FEET 3555 Veterans Memorial Highway, Suite M F&T TRAP © MANUAL POTENTIOMETER CHW' CHILLED WATER PUMP GAL GALLON SF SUPPLY FAN Ronkonkoma, NY 1 1779 10xf�TR(TG) (TO10"P GR LBY 6" TOP REGISTER L' LOW PRESSURE DRIP PLATE HEAT EXCHANGER CHWS CHILLED WATER SUPPLY GC GENERAL CONTRACTOR SOV SHUT—OFF VALVE (G31) 35G - 217G (15 ) 150 FMRETURN AIR —I I— UNION CO CARBON DIOXIDE SENSOR CHWR CHILLED WATER RETURN GEN GENERATOR SPEC SPECIFICATION Surveyor: " STRAINER CC COOLING COIL GPM GALLONS PER MINUTE SR SUPPLY REGISTER Nathan Taft Corwin 1�0x BR(BG) 10 BY G BOTTOM REGISTER � CI f CD CEILING DIFFUSER HCWR COMBINATION HOT CHILLED ST PR STATIC PRESSURE 158G Main Road, (150) 150CF M RETURN AIR —FHB HOSE BIBB CFM, /CUBIC FEET PER MINUTE WATER RETURN SST STAINLESS STEEL Jamesport, NY I 1947 CG CEILING GRILLE HCWS COMBINATION HOT/CHILLED TAL TOTAL ACTIVE LENGTH (G31) 727 - 2090 VOLUME DAMPER FLOOR DRAIN, F.D. ANNOTATION CLG CEILING WATER SUPPLY TAO TRANSFER AIR OPENING SUPPLY AIR FLOW FLEXIBLE CONNECTION CONNECT TO EXISTING CNDS CONDENSATE DRAIN HEX HEAT EXCHANGER TBR TO BE REMOVED Project Name 6V RETURN ,AIR FLOW — RA � CO CLEAN OUT HT HEIGHT TEMP TEMPERATURE RISE IN DUCTWORK (IN DIRECTION — � LIMIT OF REMOVAL AUTOMATIC AIR VENT COD CONTINUED ON DRAWING HR HOUR TG TRANSFER GRILLE 5775 W Mill Road OF AIR FLOW) VALVES CR CEILING REGISTER HPS HIGH PRESSURE STEAM TOD TOP OF DUCT -8 DROP IN DUCTWORK (IN DIRECTION TRIPLE DUTY VALVE CRAC COMPUTER ROOM AIR CONDITIONER HWP HOT WATER PUMP TOS TOP OF STEEL OF AIR FLOW) CRP CONDENSATE RETURN PUMP HWR HOT WATER RETURN TR TOP REGISTER Project Address -HG— UNDERCUT DOOR 3—WAY VALVE CT COOLING TOWER HWS HOT WATER SUPPLY TRR TRANSFER RETURN REGISTER FD/AD FIRE DAMPER AND ACCESS DOOR CU FT CUBIC FEET HZ FREQUENCY TRD TRANSFER RETURN DUCT 5 775 W Mill Rd, FSD/AD FIRE/SMOKE DAMPER W/END SWITCH AUTOMATIC CONTROL VALVE CU IN CUBIC INCHES IN INCH OR INCHES TYP TYPICAL — AND ACCI=SS DOOR CUH CABINET UNIT HEATER IPS IRON PIPE SIZE UH UNIT HEATER Mattituck, NY 11952 MOTORIZED DAMPER W/END SWITCH — BALL VALVE CW COLD (DOMESTIC) WATER KW KILOWATT UV UNIT VENTILATOR BASKET STRAINER CWP CONDENSER WATER PUMP L LENGTH UNO UNLESS NOTED OTHERWISE Project Type �—] CAP DUCT � CWS CONDENSER WATER SUPPLY LAT LEAVING AIR TEMPERATURE V VOLTS IIIIIIIIIII FLEXIBLE DUCTWORK � BUTTERFLY VALVE CWR CONDENSER WATER RETURN LBS POUNDS VD VOLUME DAMPER Renovation -®- FLEXIBLE CONNECTION -- - CHECK VALVE DEMO DEMOLITION LDBT LEAVING DRY BULB TEMPERATURE VAV VARIABLE AIR VOLUME UNIT DB DRY BULB LEMCS LOCAL EMERGENCY MOTOR VENT VENTILATION AIR -� SMOKE DAMPER FLOW CONTROL VALVE DC DRY COOLER CONTROL SWITCH VFD VARIABLE FREQUENCY DRIVE Revisions -do- GATE VALVE DIA, 0 DIAMETER LD LINEAR DIFFUSER W WIDTH 07-18-22 ISSUED FOR SCHEMATIC DESIGN FRII�- GLOBE VALVE DMPR DAMPER LF LINEAR FEET W/ WITH 1 1-04-22 ISSUED FOR PERMIT MOTOR OPERATED VALVE DN DOWN LPS LOW PRESSURE STEAM W/0 WITHOUT DWG DRAWING LPCR CONDENSATE RETURN WB WET BULB OUTSIDE SCREW YOKE DX DIRECT EXPANSION LWBT LEAVING WET BULB TEMPERATURE WC WATER COLUMN -igl- PLUG VALVE EA EACH LWT LEAVING WATER TEMPERATURE WG WATER GAUGE INTERPRETATION OF SINGLE LINE DUCTWORK EM EXHAUST AIR MAX MAXIMUM WMS WIRE MESH SCREEN 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 — SHUTOFF BALANCING VALVE EC ELECTRICAL CONTRACTOR MC MECHANICAL CONTRACTOR SINGLE LINE ACTUAL CONSTRUCTION EDBT ENTERING DRY BULB TEMPERATURE MCA MINIMUM CIRCUIT AMPS SOLENOID VALVE n� DOUBLE THICKNESS TURNING ECH ELECTRIC CABINET HEATER MOD MOTORIZED DAMPER VANES (EITHER TYPE ELBOW EDH ELECTRIC DUCT HEATER MIN MINIMUM PRESSURE RELIEF VALVE AT CONTR. OPTION—SUBJECT EF EXHAUST FAN MOT MOTOR ELBOW TO SPACE CONDITIONS). EL ELEVATION NFPA NATIONAL FIRE PROTECTION ASSOC. a A,B SHALL BE PROPORTIONAL ELEC ELECTRIC (N) NEW TO AIR QUANTITY, 4" (1Ocm) EOD END OF DUCT NC NORMALLY CLOSED MIN. IF A or B IS LESS THAN 4" (10cm), USE TAP DETAIL. EQ EQUAL NIC NOT IN CONTRACT SPLIT OR VBOLUME DAMPER IN SHORTER EUH ELECTRIC UNIT HEATER NO NORMALLY OPEN TAKE—OFF CONSTANT VOL. SYST.RANCH. VARIABLE VOL. SYST. # NUMBER NPT NATIONAL PIPE THREAD VOLUME DAMPER —� Q ADJUSTABLE TAP UP TO 1000FPM a THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND TAP TAKE-OFF SUP LY OVER 1000 FPM USE V.D. ONLY RET RN AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A OFFSET IN VERTICAL PLANE VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. SHALL BE MADE WITH SMOOTH FITTINGS. DRAWING NO. T TLE Drawin Title � RISE OR DROP ELEVATION g M-001 ME HANICAL GENERAL NOTES MECHANICAL OFFSET IN HORIZONTAL PLANE M-002 ME HANICAL GENERAL NOTES HORIZONTAL SHALL BE MADE WITH GENERAL NOTE5 SMOOTH FITTINGS. MECHANICAL GENERAL M-101 ME HANICAL FIRST FLOOR PLAN OF M-102 ME ICHANICAL 2ND FLR & ATTIC PLANS SCTM# 1000-I OG-G-3 APP No: PLENUM DPLENUM FFUSER OR GRILLE SUPPLY OR RETURN DESCRIPTION OF WORK SCOPE M-501 MECHANICAL DETAILS OVER SCDHS No.: JM2 #: 2022-OG42 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSBC, 1ST DIFFUSER CONICAL FITTINGS MECHANICAL EQUIPMENT FOR FIRST FLOOR BAR/RESTAURANT M-601 MECHANICAL SCHEDULES PRINTING. REGULATION OF VOLUME DAMPER SHALL BE AVD SECOND FLOOR APARTMENT Planning #: DATE: 5/3/2022 CONN. TO LINEAR M-701 ME HANICAL SPECIFICATIONS — DIFFUSER PLENUM ACCESSIBLE THROUGH THE FACE OF DIFFUSER I THE HEREBY UNDERSIGNED NY STATE REGISTERED DESIGN PROFESSIONAL STATES THAT FLD FIRE RATED M-702 MECHANICAL SPECIFICATIONS SEAL SIGNATURE: DESIGNED BY: DG TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS W L L.J ACCESS DOOR IN DUCT CHECKED BY: APs AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC. �C � FLD MOUNTING TYPE DEPENDS of HIE IV,�,"� .y'P.Sq� .� SCALE: As indicated ON AIR VELOCITIES AND DUCT FIRE DAMPER SIZE - SEE SPECIFICATIONS. Qt� HTG. COIL FLARE/TRANSITION DUCT TO ACCOMMODATE COIL N� * DWG No: OjOk 0 -------'- COIL WITH FLANGED CONNECTION ALL AROUND �,r it Ica L J ACCESS DOORS10070 HEATING COIL °��sstoN "It is a violation of the State Education Law for any person, Architect 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 or her signature and the date of such alteration, and a specific description of the alteration." �� itecture P.c. This plan is approved only for the work indicated on the Z 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 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, Suite 300 2. ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE CODES 17. THE FINAL LOCATION OF AIR DEVICES MUST BE Farmingville, NY, 1 1736 AND AUTHORITIES HAVING JURISDICTION. COORDINATED WITHI THE REFLECTED CEILING PLAN AND (G31) 320 - 3305 ALL OTHER MEHA. ,3. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED ARCHIITE:CTU ALC ANDCAL STRUCTURAILASYSTEMS.KLER, MEP Engineer: PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS. Emtec Consulting Engineers DPC 18. THE CONTRACTOR IS TO MAKE ALL LOW—VOLTAGE WIRING 3555 Veterans Memorial Highway, Suite M 4. THESE DRAWINGS, AS PREPARED, ARE DIAGRAMMATIC BUT SHALL CONNECTIONS FOR ALL HVAC EQUIPMENT INCLUDING 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. (G31) 35G - 217G LOCATIONS INDICATED ARE APPROXIMATE. COORDINATE EXACT Surveyor: LOCATIONS, MOUNTING HEIGHTS, AND REQUIRED CLEARANCES WITH 19. PROVIDE FLEXIBLE CONNECTORS AT ALL DUCT 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. James ort, NY 11947 EQUIPMENT INDICATED WITHIN THE MECHANICAL DRAWINGS UNLESS p 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 5 775 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 Address FIRE RATED WALLS, SMOKE AND FIRE STOPPING, DEFECTS AND CONTRACTOR SHALL REPAIR AND / OR REPLACE 5 775 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 MININUM PERIOD OF ONE YEAR FROM THE DATE MEMBPOVIDE RANEEILING PENETRATIONSON DAMPERS AT OF HORIZONTALALL OF ACCEPTANCE BY ARCHITECT OR ENGINEER. Mattituck, NY 1 1952 FLOOR/CEILING ASSEMBLIES. REFER TO THE 22. ALL WORK SHALL BE SUBJECT TO THE ACCEPTANCE AND Project Type ARCHITECTURAL PLANS AND SPECIFICATIONS FOR APPROVAL OF THE ARCHITECT AND OWNER. THE ARCHITECT J yp LOCATIONS AND FIRE RATING REQUIREMENTS. SHALL BE NOTIFIED DF ANY AND ALL DISCREPANCIES BETWEEN FIELD CONDITIONS A14D 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 NOTIFICATIO14 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 RCV151on5 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. -18-22 ISSUED FOR SCHEMATIC DESIGN 1 1 DRAIN TO A ROOF MOUNTED SPLASH PAD OR AN ACCEPTABLE I I-04-22 ISSUED FOR PERMIT LOCATION REQUIRED BY CODE. 23. PROVIDE MANUAL BALANCING DAMPERS AS REQUIRED TO 1 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, j 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 AMOUNTS INDICATED ON THE FLOOR PLAN AND SCHEDULES. 12. DRAWINGS ARE DIAGRAMMATIC AND ALL DUCTWORK 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. 26. AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS 13. ALL METAL DUCT AND AIR DISTRIBUTION DEVICES SHALL BE AND SEAMS SHALL COMPLY WITH EITHER THE INTERNATIONAL INSULATED WITH 75 DENSITY FOIL—BACKED INSULATION WITH FIRE MECHANICAL CODE CR INTERNATIONAL RESIDENTIAL CODE, AS AND SMOKE RATING 25-50. R—VALUE SHALL BE II WHEN APPLICABLE. AIR HANDLERS SHALL HAVE A MANUFACTURER'S THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND DUCT IS LOCATED INSIDE OF THE BUILDING AND R-8 WHEN DESIGNATION FOR AN AIR LEAKAGE OF NO MORE THAN 2 AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. LOCATED OUTSIDE OF THE BUILDING OR WITHIN THE EXTERIOR PERCENT OF THE DESIGN AIR FLOW RATE WHEN TESTED IN ENVELOPE ASSEMBLY. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A ACCORDANCE WITH ASHRAE 193. DUCTS, AIR HANDLERS AND VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. 14. UNLESS OTHERWISE NOTED, ALL SUPPLY TAKEOFFS SHALL HAVE FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL A MANUAL VOLUME CONTROL DAMPER. COMPLY WITH THE 2015 INTERNATIONAL MECHANICAL CODE (AS STATE EDUCATION LAW. AMENDED), THE 2015 INTERNATIONAL RESIDENTIAL CODE (AS Drawing Title 15. ANY ADJUSTABLE PATTERN CONTROLLER OR BLADE SHALL BE AMENDED), AS APPLICABLE FIELD SET BY THE INSTALLING CONTRACTOR AS INDICATED ON MECHANICAL THESE DOCUMENTS. 27. ALL RESETS FOR CCNTROLS SHALL BE AUTOMATIC, UNLESS SPECIFICALLY NOTED AS MANUAL. GE NERAL NOTES SCTM# 1000-I OG-G-3 APP No: SCDHS No.: JM2 #: 2022-OG42 Planning #: _ DATE: 5/3/2022 SEAL t SIGNATURE: DESIGNED BY: BG of Rea" CHECKED BY: AP5 84 .p� SCALE: As indicated DWG No: Ar. �� O� T007�1 v� R°F�ssx+�N' IVI 0 !: 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 his or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a specific description of the alteration." /4C itecture p C. This plan is approved only for the work indicated on the 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. - 24 10 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1735 TOILET EXHAUST LOUVER W/ MIN. 0.2 SQFT NET FREE T 1631 .320.3305 F 631 .320.3307 AREA SPECIFIED BY ARCHITECT. (100 CFM) TO BE LOCATED MIN 3' FROM NEAREST OPERABLE WINDOW Applicant: Anthony Martignetti -�-- 8 East 92nd St, Apt 3 12x8 New York, NY 10126 - _ � I ----------- (9 17) 535 - 3777 CD ' (250P Architect of Record ( CD o JM2 Architecture, PC X DINING C °O I 24 10 North Ocean Ave, Suite 300 '---- ---- Farmingville, NY, 1 1738 CCD (631) 320 - 3305 250) _-_ MEP Eng 1 neer: :;.s.ui✓.xa;,.;„fS; x`i,. ? «.s'r� m P 000` Ci'.� Emtec Con5ulting Englneer5 DPC (1 0) EF-1 3555 Veterans Memorial HI hwa , Suite M LL 1 CD ° Ronkonkoma, NY 11779 6" DIAMETER TO LET 0 (250) IEXHAUST. DUCT TO BE DATH IN BETWEEN CEILING JO s- §ION; i Surveyor: WHERE PO LE & Nathan Taft Corwin o y 158G Main Road, -i (1 0 �= = M" = _r 18x16 RETURN Jame5port, NY 1 1947 ,:rig N � __ ' - SHAFT UP TO (63 I) 727 - 2090 _2 CD SECOND FLOOR. Y-= ® (250) ? PROVIDE RETURN FS1 GRILLE WITH FSD AT Project Name (� 2 BOTTOM OF SHAFT ----- 0 TO AHU—MTIi v DATH HALL I r 5 775 W Mill Road Project Addre55 DOCK T D OR< TO BE RUN BETWEEN 'lull° r I i ! ,1 . -- — 5 775 W Mill Rd, CEILING JOISTS (TYP) "-- - ----- 18x16 SUPPLY UP TO SECOND FLOOR. "ARCH TO PROVIDE PROPOSED LOCATION Mattituck NY 1 195 2 PROVIDE FSD AT FSD/AD I SOFFIT FOR OUTDOOR ROOFED OVER PATIO CEILING ,..,: � _ _ CONDENSING UNIT.. Project Type CONTRACTOR TO CONFIRM WITH EH - CD CD OWNER ON EXACT Renovation (90) (90) ( FOYER LOCATION. REFRIGERANT PIPING DARARPA TO BE RUN UP TO AHU'S IN ATTIC Rev15101`15 '—!- -- - 07-16-22 ISSUED FOR SCHEMATIC DE51GN -------- _ 1 1-04-22 ISSUED FOR PERMIT DAR(I o`,SEAT5) t I I EH-3 I- DN uFrCD CD(90) (90) 9 -- - ' ENTRY I Ix I ' I' ® CD hcST C. ---_-.—. CD --- (90) (90) ..vbd?Aa#.ss-u`x '9d9Wuu.•en 1sMU.r �S�",� `]vauM$;WL saa4k:xo<+X I DN DN RAMP DN RAMP i 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 5UD-DIVI5ION 2 OF THE N.Y. FIRST FLOOR PLAN Drawing Title STATE EDUCATION LAW, SCALE: 1/4" = 1 '-0" MECHANICAL f I R5T f LOOK PLAN O KEY NOTES SHEET NOT S SCTM# 1000-106-6-3 APP No: ' 1. CEILING MOUNTED TOILET EXHAUST FAN INTERLOCKED WITH LIGHT 1. REFER TO M-001 FOR MECHANICAL SYMBOLS, ABBREVIATIONS, AND SCDHS No.: JM2 #: 2022-0642 SWITCH. GENERAL NOTES. Planning #: DATE: 5/3/2022 2. PROVIDE REGISTER GRILLE AT CEILING FOR RETURN DUCT - 2. REFER TO M-500 SERIES FOR MECHANICAL DETAILS. SEAL t SIGNATURE: DESIGNED BY: 5G 3. REFER TO M-600 SERIES. FOR MECHANICAL SCHEDULES. CHECKED BY: AP5 4. REFER TO M-700 SERIES FOR MECHANICAL SPECIFICATIONS. y,�P ,�i P•sgc �P�'CALE: As indicated * 'G No: P t is a violation of the State Education Law for any person, rc itect of Record: nless 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 JM2 his or her seal and the notation "altered by" followed by his j or her signature and the date of such alteration, and a __ __ _____ specific description of the alteration." �� mecture pC. -; This plan is approved only for the work indicated on the _----_— 1111�! CDi application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or in accordance with applicable codes. JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE ------------ oo SUITE 300 I I g l' FARMINGVILLE, NY, 1 1738 T 631 .320.3305 F 631 .320.3307 I -----, Applicant: Livm�Room L------ Anthony Martignetti I , 8 East 92nd St, Apt 3 r New York, NY 10128 r------------------1 i r----------T-------i (917) 535 - 3777 - Architect of Record : L----------------- I TO AHU-2 ! i---_ --; JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 FD/AD SR SR SR' R5`i Dw Farmingville, NY, 11738 1(150) T 1(150) (150 ?R.o LJ 8X10 DOWN TO 2ND I 2 -----J —_-- FLOOR (63 ) 3 0 - 3305 7Fr . <. r .< . .,:.�4, „ 18x16 RETURN DUCT4 DIAMETER RYER EXHAUSTETER DRYER DOWN TO 2ND FLOOR. MEP EngIWeer: 8X10 UP TO ,� 0 ' CL. EXHAUS oxo RUN RETURND TN - Emtec Consulting Engineers DPC ATTIC. ARCHTO 'WID 8X8 TOP CONNECTION SR SD/AD SUPPLY DUCT AND 3555 Veterans Memorial Highway, Suite M PROVIDE SOFFIT __ _ CD 18x16 RETURN UP (175) CONNECT TO AHU-1. Ronkonkoma, NY 11779 8X8 UP TO (50) �,, � � � 4 TO ATTIC. OFFSET —�— PROVIDE FSD AT ATTIC Bathroom '' CD i�; AT CEILING LEVELJE (63 I) 356 - 2 176 FLOOR —3 (200) �i' 18x16 RETURN 18x16 SUPPLY DUCT Surveyor: -- DOWN TO 1 ST 8X8 DOWN TO 2ND SR N DOWN TO 2ND FLOOR. Nathan Taft Corwin FLOOR. ARCH TO (175) CONNECTED TO 1586 Main Road, Mechamcz� � FLOOR. DUCT TO BE G UP PROVIDE SHAFT AHU-1. PROVIDE FSD ------------ RUN IN BETWEEN AT FLOOR Jame5port, NY 1 1947 POIC FLOOR JOISTS AHU-2 (631) 727 - 2090 SD AD Project Name r ---- 18x16 SUPPLY DUCT 16x8 TOP 8x8 UP TO ATT p — p PROVIDE FD AT ALL DOWN TO 1ST FLOOR. CONNECTION AHU-3 5775 W MIII Road DUCT PENETRATIONS Fp/ BE ��m 71'777�7 ' ARCH TO PROVIDE SHAFT — a 18x16 SUPPLY DUCT 8x8 BOTTOM TO ATTIC CD 0 © _ `A CONNECTION DOWN TO 00 (80) UP TO ATTIC. OFFSET 2ND FLOOR 00 roo. SHAFT COMING FROM °O Project Address .�::.�I ..k �-- _ ,,,�:� 1ST FLOOR 5775CD W Mill Rd, ® shELveS (60) TO AHU-3 DN n Mattltuck, NY 1 1952 ALL DUCTWORK TO BE SR Project Type � RUN IN BETWEEN (175) CEILING JOISTS T 18x16 RETURN DUCT HU— 00 X CONNECTED TO AHU-1. Renovation 00 x (� N 00 00 ReV151on5 DEDROOM D.`_DROONI 07-18-22 ISSUED FOR SCHEMATIC DESIGN SR 1 1 -04-22 ISSUED FOR PERMIT FD/AD CID 8X12 DOWN TO (175) CD CD_ _ SECOND FLOOR RR (160) 1 (140) (140) (700) N 0 a— 0 1 Is] 16x8 SECOND FLOOR PLAN ATTIC PLAN SCALE: 1/4" = 1 '-0" SCALE: 1/411 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 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 MECHANICAL 2ND I'LK � ATTIC FLANS SCTM# 1000-106-6-3 APP No: SCDHS No.: JM2 #: 2022-OE42 -\ KFY NOIFF-8 Planning #: _ DATE: 5/3/2022 X SHEET NOT�ES SEAL SIGNATURE: DESIGNED BY: BG 1. CONNECT KITCHEN HOOD AS PER MANUFACTURER RECOMMENDATIONS 1. REFER TO M-001 FOR IMECHANICAL SYMBOLS, ABBREVIATIONS, AND CHECKED BY: AP5 AND ROUTE 6" DUCT TO WALL HOOD. GENERAL NOTES. K Of ftel ' 2. REFER TO M-500 SERIES FOR MECHANICAL DETAILS. y"�4` QtiW p'$'4CQ '�►��CALE: As indicated 'G No: 3. REFER TO M-600 SERFS FOR MECHANICAL SCHEDULES. 4. REFER TO M-700 SERFS FOR MECHANICAL SPECIFICATIONS. �4A 10074A C' i ui 1 rnm9s IM° 11FA i ! I 1 11119 m rr I i i 1 n "It is a violation of the State Education Law for any person, Architect 0 Record: 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 r,. JM, 2his or her seal and the notation "altered by" followed by his -.:.:_:.:.. ..... .....:....:.:....: or her and a " signature and the date of such alteration, ~ _ 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. SECURE AS REQUIRED TO 2410 NORTH OCEAN AVENUE B A STRUCTURE ABOVE AT A SUITE 300 MINIMUM OF EVERY 7FT OF 3 TYP. EXISTING WOOD JOIST STRUCTURE FARMINGVILLE, NY, 1 1738 LENGHT OF DUCTWORK A >< :EOLESS AIR B — (TYPICAL) 4 TYP. T 631 .320.3305 F 631 .320.3307 AIR =� � AIR FLOW F 15' OR LESS � F FLOW ``� FLO — — Applicant: TRANSFORMATION EXPANSION CONTRACTION Anthony Martignetti 8 East 92nd St, Apt 3 r6 TURNING New York. NY 10126 VANE (917) 535 - 3777 VANES TURNING ti� Architect of Record : x ? �3 0 THREE JM2 Architecture, PC TURNING VANES 2/3D 1. ITW BUILDEX SAMMYS—GST20 WOOD-3 VERTICAL MOUNT 2410 North Ocean Ave, Suite 300 90' ELBOW �� WOOD-3/8-ROD (VERTICAL ) 45' ELBOW SIMILAR _ NO THROAT RADIUS SHORT RADIUS FULL RADIUS UL—FM—NFPA APPROVED — PULLOUT 1760# — FIR Farmingville, NY, 1 1738 (USE IN NOT LESS THAN NOMINAL 2"WX3"h. 1. ITW BUILDEX SIDEWINDERS—SWG10 WOOD-3/8"ROD (HORIZONTAL MOUNT) (631) 320 - 3305 UL—FM—NFPA APPROVED — PULLOUT 622# — FIR (USE IN NOT LESS THAN NOMINAL 2"WX3 h.) MEP Enq neer: XZ 3. THREADED ROD (3/8" MIN). Emtec Con5ultin En ineer5 DPC <� 4. THREADED ROD COUPLING. WALL GLASS FIBER INSULATION TO FILL VOID 3555 Veterans Memorial Highway, Suite M aZZ WOOD STRUCTURE SHEET METAL SAFING ALL AROUND TO MATCH Ronkonkoma, NY 1 1775 azz SUPPLY OR RETURN WYE TURNING VANES N�� DUCTWORK MATERIAL MIN. 22 GA. (631) 35G - 2176 (RECTANGULAR DUi METHOD OF HANGING DUCTWORK 5urveyor: Nathan Taft Corwin �oX NO SCALE RECTANGULAR OR RO ND DUCT 1586 Main Road, 0 N � o IX Jamesport, NY 11947 a � D1 Q � (631) 727 - 2090 IFD�I 3/4 D 90' ELBOW TAKE—OFF NOTE: COORDINATE CONNECTION CAULK AIR—TIGHT ALL AROUND 1/2" MAX. RETURN AIR BRANCH USE ONLY IN AREAS FULL RADIUS ELBOW TO BUILDING WITH ARCHITECT MOUNT FAN FROM STRUCTURE Project Name FITTING WHERE SPACE IS LIMITED TAKE—OFF AND STRUCTURAL ENGINEER. ABOVE WITH THREADED RODS. PROVIDE WITH SPRING DUCTWORK DETAILS VIBRATION ISOLATORS. NOTES: 5 775 W Mill Road NO SCALE 1. INTERIOR WALLS REQUIRE SAFING ON NE 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. 5 775 W Mill Rd, EXTEND 4' FROM TYPICAL PICAL PENETRATION OF FAN DISCHARGE Mattituck, NY 1 1952 PROVIDE BDD NON FIRE-RATED WALL DETAIL Project Type SCALE: NONE Renovation . . e e Revisions 07-18-22 ISSUED FOR SCHEMATIC DESIGN GASKETED 1 1-04-22 ISSUED FOR PERMIT TO SIDEWALL ACCESS FLEXIBLE CONNECTIO DISCHARGE CAP PANEL W/ SCREEN IN-LINE INSTALLATION LINING DUCT IN-LINE CEILING EXHAUST FAN DETAIL MAX. OF 12" TO SCALE: NONE 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. F-GALVANIZEE SHEET SEPARATE SPEED 41 METAL DUCT RIGID CLIP WASHER 76' % _ _ _ 90EDEGREEGELBOWZED ROOF ALL ENDS OF LINER PARALLEL TO STRUCTURE PINS SPOT WELDED COATED WITH ADHESIVE ANGLE OR UNISTRUT JOIST TO DUCTWORK �P�'�, C� ® 6" 69' VOLUME DAMPER LOCATED METAL STRAP CLAMP HANGER TRAP IN ACCESSIBLE LOCATION. FIBERGLASS (TYPICAL) 2 PLACES COATED SURFACE OF PROVIDE ACCESS DOOR OR INSULATION EXPOSED CABLE OPERATOR IF NOT INSULATION PER INSULATED FLEXIBLE DUCT l TO AIR STREAM SPECIFICATIONS (MIN. 2', MAX. 5', NO MORE OPPOSED BLADE THAN ONE 90' BEND) THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND � TYPICAL STUD—WELDED PINS NOT MORE THAN 3" SHEET METAL DAMPER AT AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. (SEE DETAIL "A") AND SPEED CLIP WASHER DIFFUSER FROM EDGE OF LINER 1" MIN �--- SCREWS SEE NOTE 2. (TYP) INSULATE DIFFUSER TRANSITION FITTING ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A SPEED CLIP WASHER PRESS ED 60" MAX VAPOR BARRIER TAPE BACK AND SEAL WITH AS REQUIRED VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. DOWN OVER PIN TO LINING LINING (THICKNESS AS l SUPPLY AIR DIFFUSER STATE EDUCATION LAW. SPECIFIED) PRESSED ROOF I Drawing Title DOWN OVER GRIP PIN. lit PERPENDICULAR TO STRUCTURE MECHANICAL ADHESIVE OVER I J DUCT TYPICAL DIFFUSER OR GRILLE CONNECTION DETAI L5 COMPLETE SURFACE WELD STUD WELDED SCALE: NONE OF DUCT TO DUCT PIN CT (PINS FASTENED XXN\\�//.ADHESIVE TO DUCT WITH BOTTOM OF RECTANGULAR DUCT THREADED SCTM# 1000-106-6-3 APP No: DETAIL "A" NOT APPROVED) STRUCTURE ROD (TYP) SCDHS No.: JM2 #: 2022-OG42 DUCT LINING INSTALLATION DETAIL LOADS MUST BE _U_ >< .1 Plannin #: DATE: 5/3/2022 SCALE: NONE HUNG WITHIN 6 9 OF PANEL POINTS ANGLE OR UNISTRUT SEAL t SIGNATURE: DESIGNED BY: 5G NOTES. 1.USE THREADED ROD FOR ALL DUCTS LARGER THAN 60"0 WIDE. a� NEWS CHECKED BY: AP5 2.SHEET METAL SCREWS MAY BE OMITTED IF HANGER STRAP IS CONTINUOUS AND ,RP �*R,8q SCALE: A5 indicated LOOPS UNDER ENTIRE DUCT. ,d'M * DWG No: RECTANGULAR DUCT SUPPORT DETAIL P-A NO SCALE ; �.? 0 P' T nmm ry n 1„1.ini llr i Pill[ "It is a violation of the State Education Law for any person, Architect of Fe-cord: 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 ima 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." 4rc � � � � � � pC. This plan is approved only for the work indicated on the 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. EXHAUST FAN SCHEDULE BASIS OF DESIGN GREENHECK MXJ-YA2512M Mw-YA2512M 1/4"11/2"(in) o AM018TNZDCH/AA IDU13 2410 NORTH OCEAN AVENUE 1/2"11 1/8"(in) 3/8"17/8"(in) I SUITE 300 117669Btu/h 12974Btu/h 21504Btu/h FAN ELECTRICAL APPROX. 9.84ftI0EA 9.84ft10EA 9.84ftI0EA I FARMINGVILLE, NY, 11738 ID MODEL N0. SERVICE CFM RPM E.S.P WATTS DRIVE AMPS SONES DIM. V/PH/Hz MCA MFS WEIGHT REMARKS # T 631 .320.3305 F� 631 .320.3307 IN. W. LXWxH (LBS) EF-4 SP-A90 1ST FLOOR 75 870 0.25 15 DIRECT 0.14 0.4 13x10x9 115/1/60 - - 12 1 2 3 3/8"13/4"(in)q AM072TNZDCH/AA I IDU15 Applicant: EF-5 SP-A90 1ST FLOOR 75 870 0.25 15 DIRECT 0.14 0.4 13x10x9 115/1/60 - - 12 1 2 3 70701 Btu/h I53487Btu/h I80260Btu/h Anthonyarti netts EF-7 SP-A90 2ND FLOOR 75 870 0.25 15 DIRECT 0.14 0.4 13x10x9 115/1/60 - - 12 1 2 3 9.84ft10EA y 9 8 East 92nd St, Apt 3 York,O1 INTERLOCK WITH LIGHT SWITCH ( CO) New York, NY 10 128 HANGING VIBRATION ISOLATORS 0 BACKDRAFT DAMPER 3/8"15/8"(in) AM036TNZDCH/AA I IDU12 New - 37 1 35284Btu/h I26263Btu/h I39119Btu/h 9.84ftIOEA Architect of Record : JM2 Architecture, PC 3 phse VRF © 2410 North Ocean Ave, Suite 300 ELECTRIC RADIANT HEATERS BASIS of DESIGN ZENITH AM120BXVGJH/AA Farmingville, NY, 11736 POWER ELECTRICAL APPROX] 123653Btu/h I 140882Btu/h (G31) 320 - 3305 MEP Eng I Weer: ID MODEL NO. SERVICE WATT BTU/H DIM V/PH/Hz W(LBS)T REMARKS Lx Emtec Consulting Engineers DPC EH-1,2 ASIRH4002WR PATIO 4000/3200 13,651/10,921 119x6x16 208/3/60 14 1 VRF RF PIPING FLOW DIAGRAM SCHEMATIC 3555 Veterans Memorial Highway, Suite M SCALE: NONE Ronkonkoma, NY 1 1775 O1 PROVIDE ELECTRIC DIMMER WITH TIMER (G31) 35G - 217G Surveyor: Nathan Taft Corwin SEQUENCE OF OPERATIONS 158G Main Road, Jamesport, NY 1 1947 AIR TERMINAL SCHEDULE BASIS OF DESIGN TITUS AIR HANDLING UNITS (ANUS) - TYPICAL FOR ALL: PURPOSE DEDICATED OF AVERAG�NG TEMPERATURE THERMOS TOR SEVERAL READINGS THERMOSTATS FOR THE (63 I) 727 - 2090 NIGHT SETBACK: Project Name DURING UNOCCUPIED MODE, THE SYSTEM SHALL SHUT OFF. IF TEMPERATURE CONTR LS SHALL BE PROVIDED WITH SETPOINT SYMBOL DESCRIPTION MODEL NECK FACE CFM REMARKS THE ZONE TEMPERATURE DRIFTS TO THE UNOCCUPIED HEATING OVERLAP RESTRICTIONS. (55'F, ADJ.) OR COOLING (85'F, ADJ.) SETPOINT, THE SYSTEM 5 775 W Mill Road CD SUPPLY DIFFUSER TDC 6x6 NECK +6" UP TO 125 1 2 3 SHALL START UP TO HEAT OR COOL THE ZONE, WHILE THE OA THERMOSTATIC CONTROLS SHALL BE PROVIDED WITH A 5'17 DAMPER REMAINS (UNLESS ECONOMIZER OPERATION IS DEADBAND. 9x9 NECK +6" 126 TO 275 1 2 3 � ( 12x12 NECK +6" 276 TO 475Hi 2 3 INITIATED). EACH ZONE SHALL B EQUIPPED WITH SETBACK CONTROLS AS Project Address 15x15 NECK +6" 476 TO 750 09 OPTIMAL START: DETAILED IN SETBACK' CONTROLS SECTION. 5 775 W Mill Rd, THE SYSTEM CONTROLLER SHALL AUTOMATICALLY DETERMINE HOT WATER HEATING COILS THE OPTIMAL START TIME SUCH THAT EACH ZONE REACHES ITS Mattltuck, NY 1 2 SR SUPPLY REGISTER 300RL 6x6 7-3/4x7-3/4 15 TO 114 1 2 UPON A CALL FOR HEAT, ASSOCIATED HOT WATER CIRCULATOR 300RL 8x6 9-3/4x7-3/4 115 TO 156 1 2 OCCUPIED SETPOINT JUST IN TIME FOR THE SCHEDULED PUMP SHALL ENERGIZE TO CIRCULATE WATER TO AIR HANDLING 300RL 10x6 11-3/4x7-3/4 157 TO 204 1 2 OCCUPANCY. UNIT. Protect Type OCCUPIED HEATING/COOLING ASSOCIATED HOT WATE CONTROL VALVE SHALL OPEN TO ALLOW RG TG RETURN GRILLE TRANSFER GRILLE 350FL 6x6 7-3 4x7-3/4 UP TO 130 2 EACH UNIT SHALL USE PRESSURE INDEPENDENT CONTROL WITH HOT WATER TO FLOW THROUGH COIL IN ACCORDANCE WITH / / / AIRFLOW MEASUREMENT, TO VARY PRIMARY AIRFLOW TO MAINTAIN MECHANICAL DETAILS. WHEN ROOM TEMPERATURE HAS BEEN Renovation 350FL 8x6 9-3/49-3/4 131 TO 180 2 ZONE TEMPERATURE AT ITS OCCUPIED SETPOINT. THE RTU SATISFIED FOR MORE THAN 15 MINS (ADJ. HALL 350FL 12x6 13-3/4x7-3/4 181 TO 260 2 SHALL MODULATE THE BYPASS DAMPER TO MAINTAIN DUCT DISENGAGE AND ASSOCIATED CONTROL VALVE SHALL FULLY STATIC PRESSURE AT SETPOINT AND MODULATE (OR CYCLE) CLOSE. Revisions 350FL 12x12 13-3/4x13-3/4 450 TO 530 2 COMPRESSORS, MODULATE HEAT, OR ENABLE AIRSIDE 350FL 18x8 19-3/49-3/4 531 TO 590 2 ECONOMIZING BASED ON CURRENT ZONE COOLING/HEATING 07-18-22 ISSUED FOR SCHEMATIC DESIGN 350FL 1404 15-3/405-3/4 591 TO 740 2 DEMANDS. THE OUTSIDE AIR DAMPER SHALL OPEN TO BRING IN VRF SYSTEM VRFCU- 1 1-04-22 ISSUED FOR PERMIT THE REQUIRED AMOUNT OF VENTILATION. - ( - MORNING WARM-UP/PRE-COOL: GENERAL: O1 PROVIDE OBD ONLY WHERE VOLUME DAMPER NOT PROVIDED IN DUCTWORK 02 SURFACE MOUNT EACH UNIT SHALL VARY PRIMARY AIRFLOW TO RAISE/LOWER THE VRF SYSTEMS CONSIST OF AN OUTDOOR UNIT CONNECTED ZONE TEMPERATURE TO ITS OCCUPIED SETPOINT. THE RTU TO A NUMBER OF INDOOR UNIT THROUGH CONTROL WIRING. DIFFUSERS 1-0 BE PAINTED. REFER TO ARCH DRAWINGS FOR PAINTING SPECIFICATIONS SHALL MODULATE THE BYPASS DAMPER TO MAINTAIN THE DUCT STATIC PRESSURE AT SETPOINT AND MODULATE (OR CYCLE) COMPRESSORS OR MODULATE HEAT BASED ON CURRENT ZONE TEMPERATURE CONTROL.: COOLING/HEATING DEMANDS. THE OUTSIDE AIR DAMPER SHALL INDOOR UNIT SEQUENCE OF OPERATIONS: REMAIN CLOSED, UNLESS ECONOMIZER MODE IS INITIATED. 9 ON/OFF CONTROL: THE INDOOR UNITS CAN BE COMMANDED ON/OFF EITHER B A SCHEDULE IN THE CENTRAL ECONOMIZER MODE (IF APPLICABLE) CONTROLLER OR A THE REMOTE CONTROLLER. IF ALL ECONOMIZER MODE SHALL BE ENABLED BASED ON OUTDOOR INDOOR UNITS AREI OFF, THE OUTDOOR UNIT SHALL TURN AIR ENTHALPY, RETURN AIR ENTHALPY AND OUTDOOR AIR OFF. WITH THE NIGHT SETBACK FUNCTION/MODE, THE SYSTEM TEMPERATURE. OPERATION IN ECONOMIZER MODE SHALL BE SHALL CYCLE ON DURING UNOCCUPIED PERIODS AS NEEDED ENABLED WHEN THE OUTDOOR AIR ENTHALPY REMAINS BELOW TO MAINTAIN UNOCCUPIED TEMPERATURE SET POINT. RETURN AIR ENTHALPY AND CONTINUES UNTIL OUTDOOR AIR HEATING MODE: THk INDOOR UNIT SHALL MODULATE ITS ENTHALPY RISES ABOVE RETURN AIR ENTHALPY BY 3 BTU/LB LINEAR EXPANSION VALVE (LEV) TO MAINTAIN TEMPERATURE OR WHEN THE OUTDOOR AIR TEMPERATURE RISES ABOVE 80 DEGREES F. IF THE OUTDOOR AIR TEMPERATURE IS MORE THAN SET POINT OF 72' I (ADJ.). TWO DEGREES BELOW THE EVAP LEAVING TEMP SETPOINT THEN 0 COOLING MODE: THE INDOOR UNIT SHALL MODULATE ITS THE DX COOLING SHALL BE LOCKED OUT AND THE DAMPERS LINEAR EXPANSION VALVE (LEV) TO MAINTAIN TEMPERATURE SHALL MODULATE TO MAINTAIN THE EVAP LEAVING TEMP SET POINT OF 75'171 (ADJ.). VRF SPLIT SYSTEM INDOOR AHU SCHEDULE BASIS OF DESIGN SAMSUNG SETPOINT. IF THE OUTDOOR AIR TEMPERATURE IS ABOVE THAT . SPACE TEMPERATURE CONTROL: THE INDOOR UNIT SHALL POINT BY A DEADBAND OF 1 DEGREE THEN THE OUTDOOR AIR MODULATE ITS INTERNAL LINEAR EXPANSION VALVE (LEV) TO THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND NOMINAL FAN COOLING HEATING ELECTRICAL APPROX. APPROX. MAINTAIN THE TEMP DAMPER SHALL OPEN TO THE MAXIMUM DAMPER POSITION AND ERATURE SET POINT VIA THE INDOOR AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ID MODEL NO. SERVICE CAPACITYLLOW DX COOLING TO STAGE, AS NECESSARY. DURING E.S.P.ESPNAMEPLATE ENTERING LEAVING SENSIBLE TOTAL ENTERING LEAVING TOTAL DIMENSION WEIGHT REMARK„ ECONOMIZER MODE THE FAN SHALL MODULATE TO MAINTAIN THE UNIT,S INTERNAL CONTROLS. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A BTU CFM RPM IN. W.G. BHP DRIVE HP FLA DB/WB 'F DB/WB 'F CAPACITY APACITY TEMP .'F TEMP :F MBH V/PH/Hz MCA MOP WxDxH (LBS) OCCUPIED SPACE COOLING SETPOINT. THE SET POINT IS ADJUSTABLE AT THE REMOTE CONTROLLER AHU-1 AM060TNZDCH/AA 1ST FLCOR 72,000 1680 - 0.4 - - - 5.72 80.6/66. - 43.4 72 68 - 80 08/1/60 7.2 15 24X59X22 239 1 2 OR CENTRAL CONTROLLER. THE TEMPERATURE SET POINT CAN VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. ECONOMIZERS SHALL BE FURNISHED AND INSTALLED WITH FAULT ALSO BE SCHEDULED AT THE REMOTE CONTROLLER OR THE STATE EDUCATION LAW. AHU-2 AC036BXADCH/AA 2ND FLOOR 36,000 1055 - 0.4 - - - 1.66 80.6/66.4 26.2 1 35.2 68 1 - 29.1t08/11/601 08/1/60 2.1 10 37X48X13 138 1 2 DETECTION AND DIAGNOSTICS AS REQUIRED BY THE NYS CENTRAL CONTROLLER AHU-3 AM018TNZDCH/AA ATTIC 18,00 530 - 0.4 - - - 0.72 80.6/66. - 12.9 17.6 68 - 15.9 0.9 10 135X32X12 109 1 2 Drawing Title ENERGY CONSERVATION CODE. FAN/VANE CONTROL: FAN SPEED AND VANE DIRECTION (IF APPLICABLE) SHALT l BE ADJUSTABLE BY THE USER AT THE MECHANICAL COOLING HEATING STANDARD OPERATION: 1 WIRED REMOTE TEMPERATURE CONTROLLER 2O PROVIDE CONDENSATE PUMP WITH SAFETY SWITCH EACH UNIT SHALL BE FURNISHED & INSTALLED WITH EITHER A REMOTE CONTROLLER AND/OR THE CENTRAL CONTROLLER. CONDENSING UNIT SCHEDULE BASIS OF DESIGN SAMSUNG 5CHEDULE5 NOMINAL COMPRESSORS CONDENSER FAN APPROX. ELECTRICAL APPROX. SCTM# 1000-I OG-G-3 APP No: ID MODEL NO. SERVICE CAPACITY NO. COMP. 1 COMP. 1 NO. COMP. COMP. NO. 0 RPM BHP jEACH E NAMEPLATE RLA DIMENSION UNIT WEIGHT REMARKS V/PH/Hz MCA MOP EER SCDHS No.: JM2 #: 2022-0642 BTU COMP. 1 RLA LRA COMP. 2 RLA LRA FANS EACH EACH HP EACH WxDxH (LBS) CU-1 AM096FXVAFH2AA AHU-1,2,3 120,000 1 - - - - - 2 - - - - 51 X31 X67 208/3/60 19.4 25 1 12.0 1 571 1W Planning #: _ DATE: 5/3/2022 ARCH TO PROVIDE: PLATFORM FOR OUTDOOR UNIT SEAL t SIGNATURE: DESIGNED BY: e0 K�ort Hew ro � CHECKED BY: APs P.8Acp 'Af- SCALE. As indicated �' * DWG No: FAA y0074 RaFESS10�P M = 601 r 71 1^F Imnnr!^! iA�r^ »nT r !, rri i "It is a violation of the State Education Law for any person. rC Itect 0 ecOr : GENERAL: A. 2008 NEW YORK CITY BUILDING CODES. Q.INDOOR FLEXIBLE CONNECTIONS.NEOPRENE COA LMbLMt'PIWR#ro,�AIQT RO,(*r0M?PEOiWYWE III&Msed B. 2010 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. DUCTWORK AND AIR DISTRIBUTION DEVICES: SEWED AND CEMENTED SEAMS,SIMILAR TO VENTFABK&..ssional 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 TH13 CONTRACT. D. SMACNA MANUALS AS APPLICABLE. A.EXCEPT AS CTHERWISE NOTED,ALL DUCT WORK AND SHEET METAL WORK SHALL BE IN ACCORDANCE WITH LATEST ��,,L, It } eEi II item R.EXHAUST REGISTERS:EXTRUDED ALUMINUM,FIXE f{UKI[ 1�Ll1 4 f H��IgA i��,J�H P SE p2 Mill E. NATIONAL FIRE PROTECTION ASSOCIATION. EDITION OF SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION INC. SMACNA 'DUCT r�er sea( �nd notation a tere b ollowe b his (SMACNA)' BLADE DAMPER,SIMILAR TO ANEMOSTAT MODEL ) y y 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 METAL CONSTRUCTION FOR VENTILATING AND AIR CONDITIONING SYSTEMS,SECTION 1-LOW or her signature and the date of such alteration, and a ) HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATION S.THESE PROVISIONS SHALL BE VELOCITY SYSTEMS AND SECTION 2-HIGH VELOCITY SYSTEMS" SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL AND specific escri Lion of the alteration." CARRIED OUT BY THE CONTRACTOR WHO SHALL INFORM THE OWNER,PRIOR TO SUBMITTING A PROPOSAL,OF ANY REFRIGERATION WORK: ADC AND TIMA FLEXIBLE DUCT PERFORMANCE STANDARDS. S.RETURN GRILLES:EXTRUDED ALUMINUM,FI�ED H RIZ� T�AlpfaS(�5 b � �� eSl� TiRd1�BSaATthe arc1 Recture P.C. WORK OR MATERIALS,WHICH VIOLATE ANY OF THE LAWS AND REGULATIONS. ANY WORK DONE BY THE MODEL X3111). 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 JM 2 ARCHITECTURE PC 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 WATER SYSTEM SPECIALTIES-GENERAL: in accordance with applicable codes. 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 A. ALL PIPING SHALL BE SO PITCHED THA ALL AIR IN THE SYSTEM CAN BE VENTED THROUGH AUTOMATIC AIR SUITE 300 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: VENTS. ALL PIPING SHALL BE ARRANGED SO THAT ENTIRE SYSTEM MAY BE DRAINED. CONNECTIONS TO INSTALLATION OF ALL WORK INDICATED OR SPELLED OUT IN CONTRACT DOCUMENTS,IN FULL CONFORMITY WITH (AS PER SMACNA RECOMMENDED GUIDELINES) EQUIPMENT SHALL BE TAKEN OFF TH�TOP OF THE MAINS FOR UPFEED AND THE BOTTOM OF THE MAINS FOR FARMINGVILLE, NY, 11738 REQUIREMENTS OF BUILDING CODES AND OF ALL AUTHORITIES HAVING JURISDICTION. BEFORE SUBMITTING PROPOSALS BIDDERS SHALL VISIT THE SITE AND CAREFULLY EXAMINE THOSE PORTIONS OF DOWNFEED AT EITHER A 45 DEGREE ANGLE OR A 90 DEGREE ANGLE FROM HORIZONTAL PLANE. PIPING SHALL BE T 11 .320.3305 F 631 .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 INSTALLED SO AS TO AVOID TRAPPING OF AIR. NO PIPING SHALL BE LESS THAN a INCH UNLESS OTHERWISE D. INSTALL ALL WORK SO AS TO 13E 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 NOTED. FOR PIPE SIZES NOT INDICATED ON PLANS, SEE MANUFACTURER'S EQUIPMENT CONNECTION DETAILS, 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 PROVIDE FITTINGS FOR CHANGE IN PIPE SIZE FOR FINAL CONNECTION AT EQUIPMENT REQUIRED. PROVIDE UNION Applicant: COST,SHALL NOT BE MADE:WITHOUT APPROVAL. MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH CONNECTIONS AT EACH PIECE OF EQUIPMENT AND ON EACH SIDE OF ALL VALVES. PROVIDE VALVED AND CAPPED Anthony Martignetti AN EXAMINATION BEEN MADE,AS DETERMINED BY THE ARCHITECT,WILL NOT BE RECOGNIZED. D.DUCTWORK SHALL HAVE PRESSURE-VELOCITY CLASSIFICATIONS AS FOLLOW: CONNECTIONS AT ALL POINTS IN PIPING SYSTEMS REQUIRED FOR DRAINING SYSTEMS. E. EACH BIDDER SUMMING HIS PROPOSAL SHALL EXAMINE ALL DRAWINGS RELATING TO THIS WORK AND VERIFY ALL � 8 East 92nd 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 B. AVOID ENTRY OF FOREIGN MATTER INTO PIPING DURING CONSTRUCTION. AFTER COMPLETION OF PIPING,FLUSH New York, NY 10128 CHARACTER OF THE WORK REQUIRED AND ITS RELATION TO OTHER WORK. NO CONSIDERATION WILL BE GRANTED SYSTEM WITH WATER. REMOVE AND STRAINERS AND BLOW OFF ALL PIPING LOW POINTS AT THE END OF 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 FLUSH PERIOD. (9 17) 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 REFERRED TO HEREIN OR INDICATED ON THE ACCOMPANYING DRAWINGS. (SEE"EXAMINATIONS OF EXISTING PAY ALL FEES REQUIRED. " Z" POS OR NEG 6 C. TRAP SEAL IN CONDENSATE DRAIN PIPI[LEAN G SHALL BE MINIMUM ONE INCH GREATER THAN STATIC PRESSURE IN Architect of deco rd CONDITIONS"BELOW). . . SYSTEM. SUBMITTALS: JM2 Architecture, PC E.WHEN MAKING OFFSETS AND TRANSFORMATIONS NECESSARY TO ACCOMMODATE STRUCTURAL CONDITIONS, D. PROVIDE AS REQUIRED:AUTOMATIC AIR VENTS,MANUAL AIR VENTS,AND RELIEF AIR VALVES. 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. 24 10 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 PIPE HANGERS: Farmin ville, NY, 1 1 738 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 g INSPECTION HAS BEEN MADE AND BID INCLUDES ALL MATERIALS AND REQUIRED RELOCATION FOR ALL WORK. COPIES OR AS SPECIFIED BY ARCHITECT) (63 I) 320 - 3305 1.FABRICATE DUCTWORK FROM GALVANIZED SHEET METAL OF THE GAUGES SPECIFIED. A. PIPE HANGERS FOR 2"PIPE AND SMALL R SHALL BE"GRINNELL"FIG.N0.CT65 ADJUSTABLE WROUGHT IRON. FOR 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 2-1/2"TO 4 PIPE THE HANGERS SHALL BE"GRINNELL"FIG.NO.CT266 ADJUSTABLE WROUGHT IRON OR APPROVED 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 EQUAL. HANGER RODS SHALL BE OF THE FOLLOWING DIAMETERS MEP E n g 1 n ee r: 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 Emtec C01151Jlting Engineer5 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. PIPE SIZE ROD DIAMETER MAXIMUM SPACING 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 RECUIREMENTS FOR CLASS A,LEAKAGE CLASS 6,GALVANIZED,NON WELDED ALUMINUM OR NON WELDED 1-1/4"AND BELOW 8" 6'-0" Ronkonkoma, NY 1 1 779 ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. B.HANGERS AND SUPPORT INCLUDING VIBRATION ISOLATION EQUIPMENT. STAINLESS STEEL DUCTWORK. 1-1/2"TO 2" 2" (63 I) 356 - 2 176 C.SHEET METAL STANDARDS AND DETAILS. 2-1/2"TO 3" 1'. 8'-0" I. THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS AND ALL PARTS OF THE BUILDING,EXTERIOR SPACES D.DUCTWORK LAYOUT. 1. TRANSVERSE JOINTS 5 U rveyo r: AND ADJACENT STREET,SIDEWALKS AND PAVEMENTS,FREE FROM MATERIALS AND DEBRIS RESULTING FROM THE E.INSULATION(ALL TYPES). B. PROVIDE PIPE STANDS,SUPPORTS,HANGERS AND OTHER SUPPORTING APPLIANCES AS NECESSARY TO SUPPORT Nathan Taft Corwin EXECUTION OF THIS WORK. EXCESS MATERIALS 1AILL NOT BE PERMITTED TO ACCUMULATE EITHER ON THE F. ELECTRIC HEATERS AND ACCESSORIES. a.DURINGASSEMBLY SEAL ALL FLANGED TRANSVERSE JOINTS WITH SEALING TAPE OF QUALITY EQUAL TO WORK REQUIRED BY CONTRACT DOCUMENTS.INTERIOR OR THE EXTERIOR. G. DAMPERS(ALL TYPES). HARDCAST INC. 1902-FR.CORNERS SHALL BE SEALED AS DESCRIBED BY SMACNA AND WHEN APPLICABLE PER 1586 Main Road, H. FANS AND ACCESSORIES. MANUFACTLRERS PUBLISHED PROCEDURES. C. SELECT AND SIZE PIPE HANGERS AND SUPPORTS IN COMPLIANCE WITH THE LATEST EDITION OF MSS MANUALS Jame5port, NY 1 1947 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. SP-58, SP-69 AND SP-89. (63 I) 727 - 2090 J.ALL DUCTWORK ACCESSORIES. K. CONTRACTOR IS TO MAINTAIN CURRENT WORKING RECORD DRAWINGS ON SITE AT ALL TIMES. K.GRILLES,REGISTERS AND DIFFUSERS. 2. LONGITUDINAL SEAMS INSULATION: 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 A. ALL INSULATION MATERIALS,INCLUDIN JACKETS,FACING,ADHESIVE,COATINGS,AND ACCESSORIES ARE TO BE Project Name SHIPPED FROM MANUFACTURER IN CRATED SECTIONS OF SIZE SUITABLE FOR MOVING THROUGH RESTRICTED N.CONTROL DIAGRAMS AND SEQUENCE OF OPERATION. EQUAL FIRE HAZARD RATED AND LISTED BY UNDERWRITERS LABORATORIES INC., USING STEINER TUNNEL TEST METHOD SPACES AVAILABLE, ASCERTAIN FROM BUILDING OWNER AT WHAT TIE OF DAY EQUIPMENT COULD BE MOVED 0.TEMPERATURE CONTROL DEVICES. FOR FIRE HAZARD CLASSIFICATION OF BUILDING MATERIALS, STANDARD UL 723(ASTM E084),(ASA A2.5-1963). 5775 W Mill oat THROUGH CERTAIN RESTRICTED AREAS,AND REVIEW WITH OWNER PLANNED APPROACH FOR ANY REQUIRED P.COORDINATED LAYOUT DRAWINGS. 3. JOINTS AND DUCTWALL PENETRATIONS FLAMESPREAD: MAXIMUM 25. FUEL CONTRIBUTED AND SMOKE DEVELOPED: MAXIMUM 50. FLAMEPROOFING EQUIPMENT RIGGING INTO BUILDING. EQUIPMENT SHALL BE LIFTED INTO POSITION,NOT ROLLED OR CRIBBED. Q.AS-BUILT DRAWINGS. TREATMENTS SUBJECT TO DETERIORATION FROM MOISTURE OR HUMIDITY ARE NOT ACCEPTABLE. 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. B. INSTALL INSULATION,MASTICS,ADHESIVES,COATINGS,COVERS,WEATHER-PROTECTION AND OTHER WORK T.OPERATING AND MAINTENANCE MANUALS. EXACTLY AS REQUIRED BY MANUFAC URER'S RECOMMENDATIONS. Project Addre55 WORK INCLUDED: U.EQUIPMENT USE PERMITS. I. CONSTRUCTION: 5775 W Mill I�� C. ACCEPTABLE MANUFACTURERS INCLUDE CERTAIN-TEED,KNAUF,MANVILLE PRODUCTS,AND OWENS-CORNING. 9 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. ANY SUBSTITUTIONS MUST BE APPROVED BY THE ENGINNER. 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 M a tt t u c k NY 1 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. D. DUCT INSTALLATION: ELECTRICAL REQUIREMENTS AND WIRING DIAGRAMS.DRAWING SHALL CLEARLY INDICATE LOCATION(TERMINATION A. ELECTRIC HEATERS AND ACCESSORIES. BLOCK OR WIRE NUMBER),VOLTAGE AND FUNCTION FOR ALL FIELD TERMINATIONS,AND OTHER INFORMATION 3.SPIN IN CCLLARS SHALL NOT BE USED. 1. MATERIALS SHALL MEET THE REQUI EMENTS OF ADHESIVE AND SEALANT COUNCIL STANDARDS AND SMANCA. 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: a. CONDITIONED SPACE:MINIMUM 2"THICK FIBERGLASS BLANKET,WITH FACTORY APPLIED FOIL/KRAFT VAPOR PROVIDE SHOP DRAWING SUBMITTALS SHOWING DETAILS OF DUCTWORK AND PIPING CONNECTIONS TO ALL HVAC BARRIER FACING,FLAME SPREAD/SMOKE DEVELOPED RATING OF 25/50.DUCT INSULATION SHALL HAVE A Renovation 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. MINIMUM OF R-6 INSTALLED INSULATION VALUE. INCORRECTLY IN THE FIELD,THIS CONTRACTOR SHALL REINSTALL THEM WITHIN THE ORIGINAL CONTRACT PRICE. 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 b. INDOORS UNCONDITIONED SPACE:MINIMUM 2"THICK FIBERGLASS BLANKET,WITH FACTORY APPLIED ALL PIPING,DUCTWORK AND EQUIPMENT LAYOUTS SHALL BE SUBMITTED ON SCALE e'=V-0"DRAWINGS. AND EQUIPMENT WITH SHEET METAL SCREWS OR BOLTS AND NUTS.DO NOT USE RIVETS AND STAPLES. FOIL/KRAFT VAPOR BARRIER FACING,FLAME SPREAD/SMOKE DEVELOPED RATING OF 25/50.DUCT RCV151Dn5 E. INSULATION OF DUCTWORK. AND SHALL BE COORDINATED AND STAMPED BY ALL TRADES.SHOP DRAWINGS SHALL SHOW LOCATION OF ALL INSULATION SHALL HAVE A MINIMUM OF R-8 INSTALLED INSULATION VALUE. F. FANS AND ACCESSORIES. EXISTING AND NEW EQUIPMENT,EXISTING WORK AND NEW WORK. K. PREFABRICATED TRANSVERSE DUCT JOINTS: 07- 18-22 ISSUED FOR SCHEMATIC DESIGN c. OUTDOORS UNCONDITIONED SPACE:MINIMUM 1-1/2"THICK RIGID FIBERGLASS BOARD WITH FIELD APPLIED 1 1-04-22 ISSUED FOR PERMIT AFTER SUBSTANTIAL COMPLETION OF ALL WORK,SUBMIT THE FOLLOWING: 1.TRANSVERSE JOINTS IN GALVANIZED SHEET METAL DUCT WORK MAY BE MADE WITH GALVANIZED GASKETED VAPOR BARRIER FOIL JACKETING FOR WEATHER PROTECTION.TAPER INSULATION TO PITCH 1/8"PER FOOT G. AIR DISTRIBUTION DEVICES. FRAME AND ANGLE DUCT JOINT SYSTEM BY DUCTMATE,TDF,TDC OR APPROVED EQUAL.ANGLES SHALL BE AT LEAST FROM THE CENTER OF THE DUCT TO PREVENT WATER PONDING.INSTALLED DUCT INSULATION SHALL H. DAMPERS(VARIOUS TYPES). 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 HAVE A MINIMUM OF R-8 INSULATION VALUE. FOR 23 GA.AND LIGHTER. I. HANGERS AND SUPPORTS. B. SUBMIT A COMPLETE SET OF REPRODUCIBLE"AS BUILT'RECORD DRAWINGS AND THREE(3)SETS OF PRINTS OR I BUILDING FILES AT COMPLETION OF THE PROJECT,TO INCLUDE DUCTWORK,PIPING AND EQUIPMENT DRAWINGS. L. ELBOWS AND 3ENDS c. ASTM E-84 MINIMUM FIRE HAZARD RATINGS SHALL BE 25 FLAME SPREAD,50 FUEL CONTRIBUTED AND 50 SCALE 2"-1'0". SMOKE DEVELOPED. J. VIBRATION ISOLATION. 9 1.ELBOWS AND BENDS FOR RECTANGULAR DUCTS SHALL HAVE CENTERLINE RADIUS OF 1.5 TIMES THE DUCT WIDTH 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. 2. ALL SUPPLY AIR AND OUTSIDE AIR IN AKE DUCTWORK TO BE INSULATED WITH FLEXIBLE BLANKET INSULATION. K. IDENTIFICATION,LABELS,TAGS AND VALVE CHARTS. AND AIR CONDITIONING EQUIPMENT INSTALLED UNDER THIS CONTRACT.SUBMIT EACH SET IN A THREE RING 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 3. ALL COMBUSTION AIR INTAKE DUCTWORK TO BE INSULATED WITH RIGID FIBERGLASS BOARD INSULATION. 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 SPLITTER 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 4. INSULATION SHALL BE CONTINUOUS THROUGH WALL AND CEILING OPENINGS AND IN SLEEVES. M. SUPPLYING OF MOTOR CONTROLLER. FOLLOWING NUMBER OF SPLITTER VANES: R/W BETWEEN 1.49 AND 0.7=1;R/W BETWEEN 0.69 AND 0.6=2;R/W SUBSTITUTIONS: BETWEEN 0.59AND 0.55=3.MINIMUM INSIDE RADIUS(NOT CENTERLINE)SHALL BE 2".INSTALL VANES IN ACCORDANCE 5. BOILER BREECHING SHALL BE INSULTED WITH 2"THICK JOHNS-MANVILLE "THERMO-12"BLOCKS,OR APPROVED N. FURNISH AND INSTALL ALL CONTROLS,CONTROL ACCESSORIES AND WIRING. WITH SMACNA EQUAL,HYDROUS CALCIUM SILICATE INSULATION,HAVING AND AVERAGE THERMAL CONDUCTIVITY NOT TO 0. FINAL CONNECTIONS OF ALL HVAC EQUIPMENT. CONTRACTOR'S SUBSTITUTION OF PRODUCTS OTHER THAN THOSE LISTED MAY NOT BE PERMITTED. SUBMITTALS EXCEED 0.42 BTUANCH/SQ.FT./F/ R AT A MEAN TEMPERATURE OF 200 DEGREES FAHRENHEIT. WITH MANUFACTURERS NOT ACCEPTABLE TO THE CONSULTANTS MAY BE REJECTED WITHOUT COMMENT. 3.FOR ROUND DUCTWORK PROVIDE STAMPED ELBOWS,WITH CENTERLINE RADII EQUAL TO 1-1/2 TIMES DUCT P. PIPING TESTS. DIAMETER,ORGORED ELBOWS AS FOLLOWS: INSULATION SHALL BE INSTALLED WITH JOINTS TIGHTLY BUTTED AND STAGGERED AND SECURED WITH 16.GA. ANY OWNER CONSULTANT COSTS MADE NECESSARY BY CONTRACTOR REVISIONS REVISIONS OR SUBSTITUTIONS GALVANIZED,ANNEALED STEEL WIRE ON SQUARE OR RECTANGULAR SURFACES OR J"x.015 GALVANIZED Q. AIR AND HYDRONIC BALANCING. SHALL BE BORNE TO THE CONTRACTOR.THIS INCLUDES ADDITIONAL FILING,EXPEDITING,PRINTING AND ELBOW ANGLE NUMBER OF GORES STEEL BANDS ON 12"MAXIMUM CENTERS ON CYLINDRICAL AREAS.WHERE REQUIRED,WELDED STUDS,CLIPS ENGINEERING COSTS. 0'-36° 2 OR ANGLES SHALL BE PROVIDED AS ANCHORS FOR WIRES AND BANDS. R. SUBMISSION OF ALL SHOP DRAWINGS AND SAMPLES LISTED HEREIN. SCAFFOLDING AND RIGGING: 370-72' 3 730-90' 5 S. SUBMISSION OF ALL RECORD AND AS-BUILT DRAWINGS. CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING,RIGGING AND SERVICES NECESSARY FOR ERECTION AND ON BREECHING WITH PROJECTING STIFFENERS,6"SQUARE NO.6 GA.WELDED WIRE FABRIC SHALL BE WIRED TO 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 STIFFENERS AND INSULATION SECURED BY WIRING AND FABRIC. T. SUBMISSION OF ALL BALANCING REPORTS. SPECIFICATIONS AND REMOVE SAME FROM PREMISES WHEN NO LONGER REQUIRED. RUNNERS FORQUIET,VIBRATION FREE OPERATION. OVER THE INSULATION, V HEXAGONAL MESH WIRE SHALL BE TIGHTLY STRETCHED IN PLACE WITH EDGES LACED THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND U. SUBMISSION OF ALL OPERATIONS AND MAINTENANCE MANUALS. CLEAN UP: M. ROUND DUCTNORK: TOGETHER. FINISH SHALL BE JOHNS-MANVILLE NO. 375 INSULATING AND FINISHING CEMENT OR APPROVED EQUAL, AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. V. EQUIPMENT START-UP AND TRAINING OF OWNER'S STAFF. APPLIED 4"THICK IN ONE COAT,TROWELLED TO SMOOTH FINISH. ALL CORNERS ARE TO BE REINFORCED WITH ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 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. CORNER BEAD, W. THIS CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR START-UP AND 24 HR/DAY SERVICE WITHIN AN TRASH FROM THE PREMISES ON A DAILY BASIS AND PRIOR TO ACCEPTANCE OF THE WORK AS DIRECTED BY THE VIOLATION OF SECTION 7203 SUB-DIVISION 2 OF THE N.Y. MAXIMUM RESPONSE TIME OF 4 YEARS AND QUARTERLY PREVENTIVE MAINTENANCE(CHANGE OF FILTERS,ETC.) OWNER. 2. FITTINGS:HIGH PRESSURE DUCT MANUAL.CONICAL TEES AND CROSSES,UNLESS OTHERWISE PERMITTED. VIBRATION ISOLATION: 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: A. PROVIDE VIBRATION ISOLATION FOR EQU PMENT,PIPING AND DUCTWORK. PROVIDE SUPPLEMENTARY STEEL WHERE Drawing Title X. MAINTAIN ALL EXISTING MECHANICAL SERVICES IN THE BUILDING ARES NOT AFFECTED BY THE ALTERATIONS DURING a.INTERICR SLIP COUPLING BEADED AT CENTER: FASTENED TO DUCT WITH SCREWS. SEALING COMPOUND EQUIPMENT CANNOT SUSTAIN POINT SP ING LOADS. THE PROGRESS OF THE WORK,INCLUDING PROVIDING ALL TEMPORARY PIPING,CAPS,PROTECTIVE DEVICES, REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE PERFORMANCE OF APPLIED CONTINUOUSLY AROUND JOINT BEFORE ASSEMBLING AND AFTER FASTENING. WRAP JOINTS WITH 3 INCH MECHANICAL CONNECTIONS AND EQUIPMENT REQUIRED. GENERAL WORK. ALL EXISTING CONDITIONS CANNOT BE COMPLETELY DETAILED ON THE DRAWINGS.CONTRACTOR B. SEISMIC RESTRAINT: THIS CONTRACTOR HALL COORDINATE THE INSTALLATION OF ALL ISOLATED EQUIPMENT AS SURVEYING THE SITE SHALL MAKE ALL NECESSARY CHANGES REQUIRED BASED ON EXISTING CONDITIONS FOR DUCT TAPE. REQUIRED IN ACCORDANCE WITH THE R GULATIONS OF THE AUTHORITIES HAVING JURISDICTION. Y. SECURE PERMITS,LICENSES AND CERTIFICATES,PAY ALL FEES AND CHARGES FOR ALL WORK INSTALLED CERTIFYING 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 E NO ALLOWANCE WILL BE MADE FOR FAILURE TO DO SO. COORDINATE TIMETABLE FOR ALL CONSTRUCTION STREAM, C. PROVIDE LEVELING DEVICE AND APPROV D RESILIENT RESTRAINING DEVICES AS REQUIRED TO LIMIT EQUIPMENT 5PECIf ICATION5 COMPLIANCE WITH LOCAL CODES AND OMGOVERNINGCOMMENCEMENT OF ALL W DELIVER CERTIFICATES TO BUILDING OPERATIONS WITH BUILDING OWNER. GALVANIZED STEEL CONSTRUCTION,EQUIPPED WITH FUSIBLE LINK,ILL LISTED AND INSTALLED IN CONFORMANCE WITH MANAGEMENT OFFICE PRIOR TO THE COMMENCEMENT OF ALL WORK. UL555 AND NFPASTANDARD 90A AND APPROVED FOR USE BY NYC BSA#100-65 SM AND ALL AUTHORITIES HAVING AND PIPING MOTION IN EXCESS OF 4 IN H. Z. ALL SCAFFOLDING AND RIGGING AS REQUIRED FOR HVAC INSTALLATION. GUARANTEE: JURISDICTION. D. RUBBER PADS NOT ACCEPTED. SCTM# 1000-106-6-3 APP No: AA.ALL POWER WIRING AS CONTROL WIRING. THIS CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR PROMPTLY,AND ASSUME FULL E. ALL FLOOR MOUNTED EQUIPMENT SHALL E ERECTED ON FOUR INCH(MINIMUM)CONCRETE PADS PROVIDED UNDER SCDHS No.: JM2 #: 2022-OG42 RESPONSIBILITY OF ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND/OR EQUIPMENT IN WHICH DEFECTS 0.VOLUME DAMPERS:GALVANIZED STEEL PER SMACNA"LOW VELOCITY MANUAL",EXCEPT PROVIDE BEARING AT ONE END GENERAL CONSTRUCTION OVER THE COMPLETE FLOOR AREA OF THE EQUIPMENT,COORDINATE WITH GENERAL BB. ALL SPECIAL AND PROGRESS INSPECTIONS AS REQUIRED BY THE NEW YORK CITY BUILDING CODE,ARE THE 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" CONTRACTOR. Plannin #: _ DATE: 5/3/2022 RESPONSIBILITY OF THE HVAC CONTRACTOR. HANDLE EXTENSION TO CLEAR INSULATION,INSTALL WITH LEVERS ACCESSIBLE.BALANCING DAMPERS SHALL BE THE g OPPOSED BLADE TYPE. (DAMPERS LARGER THAN 12"IN HEIGHT SHALL BE OPPOSED MULTIBLADE TYPE.) F. UNLESS OTHERWISE NOTED,SPRING TYP VIBRATION ISOLATORS SHALL BE USED FOR ALL EQUIPMENT DRIVEN BY SEAL t SIGNATURE: DESIGNED BY: B0 CC. FURNISH"EQUIPMENT USE PERMITS"AS REQUIRED. WARRANTIES: P. ACCESS DOORS:INSULATED OR UN-INSULATED,SAME AS DUCT. MOTORS OF 3 HP AND LARGER. 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 CHECKED BY: A°5 G. UNLESS OTHERWISE NOTED,EQUIPMENTDRIVEN BY MOTORS 2 HP AND SMALLER SHALL BE ISOLATED BY MEANS OF Qf "Ely } INDIVIDUAL PIECE OF MAJOR HVAC EQUIPMENT,INCLUDING PUMPS,BOILER,BREECHING,AIR CONDITIONING UNITS, 1.PROVIDE MINIMUM 20"x 14"IN MAIN DUCT AND 12"x 6"ON BRANCH DUCTS,UNLESS OTHERWISE NOTED,AT FIRE I DETAIL,ALL THE VARIOUS PIECES OF APPARATUS AND APPURTENANCES AND THEIR CONNECTIONS. THIS DAMPERS. ELASTOMETIC MOUNTS OR ELASTOMERIi HANGERS PROPERLY SIZED FOR J INCH DEFLECTION. yx¢� p 84 , SCALE: A5 indicated CONTRACTOR SHALL,AS PART OF THE CONTRACT,FURNISH AND INSTALL ALL INCIDENTALS,SUCH AS PIPING COILS,CABINET AND UNIT HEATERS,FINNED TUBE RADIATION,FAN COIL UNITS,AIR HANDLING UNITS,FANS,CONTROLS, � FITTINGS,VALVES,ETC. REQUIRED TO COMPLETE THE INSTALLATION OF THE EQUIPMENT. THE CONTRACTOR ETC.,AND ALL ASSOCIATED ACCESSORIES. SHALL REFER TO THE ARCHITECTURAL,ELECTRICAL,PLUMBING AND SPRINKLER DRAWINGS FOR EXACT LOCATIONS 2.ALL ACCESS DOORS TO BE HINGED,WITH LATCH SIMILAR TO VENTLOCK#100. H. EQUIP SPRING ISOLATORS WITH SOUND DEADENING PADS AND LEVELING BOLTS. � * DWG No: OF FIXTURES AND EQUIPMENT INCLUDING TYPES AND QUANTITIES. OBTAIN WARRANTIES EXECUTED IN DUPLICATE BY RESPONSIBLE SUBCONTRACTORS,SUPPLIERS,AND I. ISOLATORS FOR EQUIPMENT INSTALLED OUTDOORS SHALL BE DESIGNED TO PROVIDE ADEQUATE RESTRAINT DUE TO MANUFACTURERS,WITHIN TEN(10)DAYS AFTER COMPLETION OF APPLICABLE ITEM OF WORK. EXCEPT ITEMS PUT INTO 3.GAUGES OF DUCT MATERIALS,NUMBER OF HINGES,NUMBER AND TYPE OF DOOR LOCKS SHALL BE AS REQUIRED BY NORMAL WIND CONDITIONS AND TO WITHSTAND WIND LOADS OF 30 LBS/SQ.FT.APPLIED TO ANY EXPOSED SMACNA DUC> CONSTRUCTION STANDARDS. STANDARDS AND CODES: USE WITH OWNERS PERMISSION,LEAVE DATE OF BEGINNING OF TIME OF WARRANTY UNTIL THE DATE OF SUBSTANTIAL SURFACE OF THE ISOLATED EQUIPMENT, COMPLETION IS DETERMINED. �QbRO/�0710 ESSM 7 u'mk 1 it1 - - I - t !TA ':11 it "It is a violation of the State Education Law for any person, Architect of Fe_c_o_ra_. J. PROVIDE WEATHERPROOF COi unless he or she is acting under the direction of a licensedSTRUCTION FOR ISOLATORS EXPOSED TO OUTSIDE AIR CONDITIONS. professional engineer to alter an item in anyway, on this c. IF QUESTIONS ARISE,TESTS OR PORTIONS OF TESTS SHALL BE REPEATED IN PRESENCE OF ARCHITECT. drawing and/or in this specification in anyway. If any such K. AT EACH EQUIPMENT LOCATION,PROVIDE THE REQUIRED DEFLECTION UNDER THE IMPOSED LOAD AND PRODUCE item is altered, the altering engineer shall affix to the item UNIFORM LOADING AND DEFLECTION EVEN WHEN EQUIPMENT WEIGHT IS NOT EVENLY DISTRIBUTED. AUTOMATIC CONTROLS: his or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a 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 specific description of the alteration." f COMPONENTS,CONTROL WIRING,INTERLOCK WIRING,CONTRACTORS,RELAYS,STARTERS,CONTROL This plan is approved only for the work indicated on the r itecture 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 FLCOR 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 JM2 ARCHITECTURE PC AUTOMATIC CONTROL CONTRACTOR. in accordance with applicable codes. N. FLEXIBLE CONNECTORS: ELASTOMER TYPE FC-1; MANUFACTURED OF NYLON TIRE CORD AND EPDM, BOTH MOLDED 2410 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 SUITE 300 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. 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 FARM INGVILLE, 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. T I G3 1 .320.3305 F I G31 .320.3307 AND 12 INCH TO EMPLOY CABLES WITH NEOPRENE END FITTINGS ISOLATED FROM ANCHOR PLATES BY MEANS OF 1 INCH BRIDGE BEARING NEOPRENE BUSHINGS. MINIMUM SAFETY FACTOR,4 TO 1 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 MFTNC 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 Martignetti 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 New York, NY I 0 128 WITH POWER SUPPLY FOR SELF CONTAINED UNIT OPERATION AND WITH COVER SERIES 3 IONIZATION P. INSTALLATION: IN ACCORDANCE WITH SPECIFICATIONS AND MANUFACTURER'S WRITTEN INSTRUCTIONS. DETECTORS. (9 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 2410 North Ocean Ave, Suite 300 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. HORIZONTAL RUN AND MINIMUM ONE PER ROOM.MOTOR STARTERS SHALL BE PROVIDED WITH LAMACOID PLATES, Farmingville, NY, 1 1738 WHICH INDICATE SYSTEM SERVED. EACH MARKER BACKGROUND IS TO BE COLOR CODED WITH A CLEARLY PRINTED FIRE EXTINGUISHERS: (G3 1) 320 - 3305 LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE CONFORMANCE WITH"SCHEME FOR THE IDENTIFICATION OF PIPING SYSTEMS"(ASA A13.1-1956). THE CONTRACTOR SHALL FURNISH IN EACH BOILER ROOM ONE(1)10 LB.ABC TYPE DRY CHEMICAL FIRE EXTINGUISHER AS MANUFACTURED BY KIDDIE&CO.OR APPROVED EQUAL,AND SHALL BE MOUNTED ON WALL BRACKET WITH HIGH MEP E n 9 I n e e r: SLEEVES AND PENETRATIONS: VISIBILITY SIGN IN THE BOILER ROOM NEAR THE DOOR AND/OR AS DIRECTED BY THE ENGINEER. EnI Consulting Engineer5 DPC A. PIPE SLEEVES: SLEEVES THROUGH FLOORS AND THROUGH EXTERIOR,STRUCTURAL AND FIRE RATED CONSTRUCTION METHODS: 3555 Veteran5 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. (G3 1) 35G - 2 17G 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. Surve J\/or: 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 1 58G 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 11947 INSTALLED IN ACCORDANCE WITH THE SMACNA FIRE DAMPER AND HEAT STOP GUIDE. OPENINGS IN WALLS, EQUIPMENT,PROVIDE ADDITIONAL STEEL FRAMING AND SUBMIT FOR APPROVAL. (G3 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 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 5775 W Mill Road 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 I(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 5775 W Mill �d, D. ACCEPTABLE FIREPROOF INSULATION MATERIALS SHALL BE KAOLIN(KAOWOOL BY BABCOCK AND WILCOX); SLEEVES FOR DUCT AND PIPING. CERAMIC FIBER BLANKET(FIBERFRAX BY STANDARD OIL)OR FIRE RATED MINERAL WOOL(THERMARBER BY USG). ACCEPTABLE FIREPROOF CAULKS SHALL BE SILICONE(FIRESTOP BY DOW CORNING,HILTI CS240); G. CONTRACTOR TO COORDINATE EXACT LOCATION OF ALL EQUIPMENT,DUCT ROUTING WITH ARCHITECT,BUILDING M att i to c k, NY 1 CERAMIC FIBER(FYREPUTTY BY STANDARD OIL)OR INTUMESCENT SYNTHETIC ELASTOMER(FIRE BARRIER OWNER AND OTHER TRADES. CAULK BY 3M,HILTI CS2420) EQUIPMENT START UP AND TESTING: Project Type E. PACKING FOR SLEEVES THAT DO NOT REQUIRE MAINTENANCE OF FIRE RATING SHALL BE OAKUM,SILICATE FOAM, 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 REQUIREMENT'S: 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 ReVl5lon5 SYSTEMS. SUBMIT RESUMES AT DEMONSTRATION OF BALANCING MEETING. PERSONNEL SHALL BE REPRESENTATIVE. DURING THE TEST,THE MANUFACTURER SHALL DEMONSTRATE TO THE SATISFACTION OF THE 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. 07-18-22 ISSUED FOR SCHEMATIC DESIGN AS OUTLINED ON DRAWINGS. 1 1-04-22 ISSUED FOR PERMIT C. UPON COMPLETION OF THE START UP AND TESTING WORK,THE MANUFACTURER SHALL CERTIFY IN WRITING THAT 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 BALANCING IS STARTED. AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO OCCUPANCY OF THIS FACILITY,THIS CONTRACTOR MUST 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 15 IN A 5. BALANCE AND ADJUST SUPPLY AIR SYSTEMS IN FINISHED 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: 5PECIfICATION5 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# I OOO-I OG-G-3 APP No. b. BALANCE AS REQUIRED TO DELIVER AIR VOLUME AT OUTLETS 10%OF DESIGN FLOW SHOWN IN DRAWINGS. SCDHS NO.: JM2 #: 2022-OG42 c. PROVIDE SUFFICIENT TEMPORARY OPENINGS IN INTERIOR ZONE DUCT SYSTEMS TO ADJUST INTERIOR ZONE AIR VOLUMIES. Planning #: _ DATE: 5/3/2022 d. READJUST AIR VOLUMES AFTER COMPLETIONS AND OCCUPANCY,AS REQUIRED TO PROPERLY BALANCE SEAL SIGNATURE: DESIGNED BY: 5G HEATING AND COOLING LOADS THROUGHOUT CONDITIONED AREAS. 7. ADJUST TOILET EXHAUST AND RELIEF AIR SYSTEMS AS REQUIRED TO DELIVER AIR VOLUMES AT INLETS Of fiEh, ra CHECKED BY: AP5 WITHIN 10%OF DESIGN FLOW. p• .{�,.� •js'� SCALE. A5 indicated 8. ADJUST MISCELLANEOUS VENTILATION SYSTEMS AS REQUIRED TO DELIVER AIR VOLUMES AT INLETS AND ,� F 1r DWG No: OUTLETS WITHIN 10%OF DESIGN FLOW. a. BALANCING REPORT MUST BE PROVIDED ON AABC-TYPE FORMS. W b. COMPILE TEST DATA AND SUBMIT TO ARCHITECT FOR APPROVAL. �ARQ 10074��y,�� e PESSIO I I I i "It is a violation of the State Education Low 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 I his or her seal and the notation "altered by" followed by his JM2 GENERAL NOTES: SYMBOL LIST ABBREVIATIONS: or R her signature and the date of such alteration, and a specific description of the alteration." �c"+ �� p c � U � � p C. This plan is approved only for the work indicated on the e SYMBOL DESCRIPTION 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 A AMPERE J JUNCTION BOX relied upon, or to be considered as either being approved or YORK STATE A in accordance with applicable codes. JM2 ARCHITECTURE, PCAND ALL OTHER APPLICABLE LOCAL CODES. GENERAL AC AIR CONDITIONING UNIT 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". HOME RUN. NO. OF ARROWS INDICTED NO. ACC AIR COOLED CONDENSING UNIT 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 FARMINGVILLE, NY, 1 1738 T G3 AHU AIR HANDLING UNIT CEILING PENETRATIONS AS NEEDED, TO MATCH. � AIC AMPERE INTERRUPTING CAPACITY KVq KILOVOLT AMPERE HASH MARKS INDICATE #12 AWG CONDUCTORS IN EXCESS OF TWO. KW KILOWATT FI G31 .320.3307 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& LRA LOCKED ROTOR AMPERE Applicant: ABOVE FINISHED FLOOR 5. PROVIDE ALL REQUIRED PULLBOXES AND MISCELLANEOUS HARDWARE FOR ALL CONDUIT RUNS. ALL CONDUITS SHALL BE PROPERLY / OR WALLS Anthony Martignetti SUPPORTED. CIRCUITING RUN IN OR BELOW SLAB ANN ANNUNCIATOR LTG LIGHTING 8 East 92nd St, Apt 3 / 6. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. AP ACCESS POINT New York, NY 10128 MAX MAXIMUM (917) 535 - 3777 o-_ __ CONDUIT IN SLAB RUN TO 7. BALANCE PANELBOARD LOADS EQUALLY OVER ALL PHASES. NEAREST WALL OR COLUMN ARF ABOVE RAISED FLOOR MCA MINIMUM CIRCUIT AMPERE WIRING/ CDT TURNING UP AWG AMERICAN WIRE GAUGE ^ 8. UNLESS OTHERWISE NOTED, ALL EQUIPMENT INSTALLED INDOORS SHALL HAVE NEMA 1 ENCLOSURE AND ALL EQUIPMENT INSTALLED v MCB MAIN CIRCUIT BREAKER Architect of Record : JM2 Architecture, PC OUTDOORS SHALL HAVE NEMA 3R ENCLOSURES. WIRING/ CDT TURNING DOWN BKR BREAKER MER MECHANICAL EQUIPMENT ROOM 2410 North Ocean Ave, Suite 300 9. PROVIDE LIQUIDTITE FLEXIBLE CONDUIT CONNECTIONS AT ALL EQUIPMENT SUBJECT TO VIBRATION. BLDG BUILDING Farmingv!lle, NY, 1 1738 LV"- LOW VOLTAGE WIRING MIN MINIMUM 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. QJ JUNCTION BOX EXPOSED OR WALL MTD CAB CABINET MLO MAIN LUGS ONLY MEP Engineer: 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 CLG CEILING MTG MOUNTING (G31) 35G - 2 17G CONSTRAINTS AS PER BUILDING CODE OF NEW YORK STATE, SECTION: 1613 AND ASCE-7 CHAPTER 13." MOTOR, NUMERICAL INDICATES HORSEPOWER OR WATTAGE Surveyor: 16. WHERE APPLICABLE, POWER PANEL DIRECTORIES MUST BE UPDATED TO INDICATE NEW CIRCUITS. CLOS CLOSET MTR MOTOR Nathan Taft Corwin ® MAGNETIC MOTOR STARTER (FBO) COMM COMMUNICATIONS 158G Main Road, 17. ALL EXISTING LIGHTING/EQUIPMENT/DEVICES AND ASSOCIATED CIRCUITRY NOT SHOWN ON THESE DRAWINGS SHALL REMAIN UNLESS NC NORMALLY CLOSED Jame5port, NY 11947 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 EMERGENCY POWER OFF SWITCH (ie: BOILER,ETC.) CMPTR COMPUTER 5 775 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 FHD D/S DISCONNECT SWITCH ELECTRIC HAND DRYER (42"AFF) PH PHASE (0) 5 775 W Mill Rd, TB ELECTRICAL TERMINAL BLOCK DN DOWN Pi PROJECTOR Mattituck, NY 1 1952 1. GROUND ALL ELECTRICAL WORK IN ACCORDANCE WITH THE LATEST STANDARDS OF THE NATIONAL ELECTRICAL CODE. I DWG DRAWING PNL PANEL Project Type 2. ALL GROUND CABLE SHALL BE STRANDED COPPER WITH TYPE THWN INSULATION AND GREEN OUTER TEXTILE OR COTTON BRAID POWER AND COMMUNICATIONS E EXISTING TO REMAIN JACKET. POS POINT OF SALE DUPLEX RECEPTACLE EC EMPTY CONDUIT Renovation 3. GROUNDING CONDUCTORS LARGER THAN #6 SHALL HAVE A MINIMUM BENDING RADIUS OF 12". GROUNDING CONDUCTORS #6 OR PR PRINTER SINGLE RECEPTACLE EG EQUIPMENT GROUND SMALLER SHALL HAVE A MINIMUM BENDING RADIUS OF 8"• PWR POWER ReV1510n5 ELECT ELECTRICAL 4. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE QUAD RECEPTACLE R RELOCATED 07-18-22 ISSUED FOR SCHEMATIC DESIGN SPECIFIC CONDITIONS. DUPLEX RECEPTACLE W/ GROUND FAULT CIRCUIT RECPT RECEPTACLE EMERG EMERGENCY I i-04-22 ISSUED FOR PERMIT 5. ALL GROUND CONNECTORS SHALL BE TO A CLEANED AND BRIGHTENED METALLIC SURFACE. UTILIZE STAR WASHERS AT GROUND INTERRUPTER EMT ELECTRICAL METALLIC TUBING CONNECTIONS. RGS RIGID STEEL CONDUIT i 6. ALL CONDUITS 'TO BE GROUNDED USING BONDING BUSHINGS AT EACH END. EQPT EQUIPMENT SPECIAL RECEPTACLE AS INDICATED ON DWG. 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 LIGHTING CONTROL EXIST EXISTING SD ELECT SMOKE DETECTOR RiCAL GENERAL FA FIRE ALARM SPEC SPECIFICATION 00 ROUND RECESSEDLED LIGHT FIXTURE FACP FIRE ALARM CONTROL PANEL SPKLR SPRINKLER DESCRIPTION OF WORK SCOPE FDR FEEDER SS STAINLESS STEEL ELECTRICAL PANELS 0 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 CONTkLS, CIRCUITRY, ETC. FBO FURNISHED BY OTHERS TB TERMINAL BLOCK PICTURE LIGHT FLA FULL LOAD AMPERES TC TIME CLOCK DRAWING LIST FLR FLOOR TEL TELEPHONE N0. TITL� -�-I WALL BRACKET THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND GRID GROUND TYP TYPICAL E-001.00 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 IS IN A LINEAR STRIP LIGHT CIRCUIT INTERRUPTING E-101.00 ELECTRIC I L FIRST FLOOR POWER PLAN VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. UON UNLESS OTHERWISE NOTED E-102.00 ELECTRICAL 2ND FLR & ATTIC POWER PLANS STATE EDUCATION LAW. GFI GROUND FAULT LIGHTING CONTROL CIRCUIT INTERRUPTING UPS UNINTERRUPTABLE E-201.00 ELECTRIC L FIRST FLOOR LIGHTING PLAN Drawing Title I POWER SUPPLY E-202.00 ELECTRICAL 2ND FLR & ATTIC LIGHTING PLANS LINE VOLTAGE SWITCH, LOWER SUBSCRIPT "D" FOR DIMMING, HC HUNG CEILING USB UNIVERSAL SERIAL ELECTRICAL SD3 LOWER CASE SUBSCRIPT "a" SWITCHING ALLOCATION, BUS DUPLEX RECEPTACLE E-501.00 ELECTRICAL DETAILS NUMERAL "3" 3-WAY. HP HORSEPOWER V VOLT OR VOLTAGE E-502.00 ELECTRICAL DETAILS HR HOUR I GENERAL NOTES SF FAN SPEED CONTROL VIF VERIFY IN FIELD E-601.00 ELECTRICAL RISER DIAGRAM HT HEIGHT W WATT E-701.00 ELECTRICAL SPECIFICATIONS SCTM# 1000-1 OG-G-3 APP No: TC DIGITAL TIME CLOCK. 2 CHANEL TYP FOR TORK DZS200 HZ HERTZ W/ WITH E-701.00 ELECTRICAL SPECIFICATIONS SCDHS No.: JM2 #: 2022-0642 IG ISOLATED GROUND W/0 WITHOUT Planning #: _ DATE: 5/3/2022 IMC INTERMEDIATE METALLIC CONDUIT WP WEATHERPROOF SEAL SIGNATURE: DESIGNED BY: Jn CHECKED BY: AR5 Of NeiV R.Sod�p� SCALE: As indicated * 0 * DWG No: W ILI A 05345S v � E = 001 RQfi'ESSta�A i 1 uvm:nIII,i 111111111 11 1 11 Ainm i io i'I i tIII lit is a violation of the State Education Law for any person, Architect of Record: �nless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this rawing 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 JM112 1C or her signature and the date of such alteration, and a specific description of the alteration." rcit u r p P.c. This plan is approved only for the work indicated on the c {.1 G JL 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 G31 .320.3305 FI G31 .320,3307 Applicant: Anthony Martignetti 8 East 92nd St, Apt 3 - ------ New York, NY 10128 23 3 6+#10 GIRD, 1"C. 60f E�] F-9 F-9 C 3PH (917) 535 - 3777 7,9,11 (�K1) FLOOR FRYER Architect of Record : 10 (K12) UC REFRIGER QR --_6Q�A,�3PH JM2 Architecture, PC 11 13,15,17 K3) GRIDDLE 2410 North Ocean Ave, Suite 300 3 6+#10 GIRD, 1"C.; 5-50 Farmingville, NY, 1 1738 C 6 K2) UC REFRIGE (G31) 320 - 3305 DINING — 8 16,18 {I K2) FRYER (K11) S&S REFRIGE :OR 2#10+GRD,1 C. CT f MEP Eng I neer: ° 14 —____-- K5) PANINI GRILL Emtec Consulting Engineers DPC ° OPEiJ ' _ -- - KITG"EN J° 3555 Veterans Memorial highway, Suite M --: fi-EF-1 (5EE A 5) Ronkonkoma' NY 11773 19 ° TRANS-S (631) 35G - 217G ° SERVER: BAT" LP-1 A a Surveyor: STATION; Nathan Taft Corwin 21 12 158G Main Road, LP 1 L Jamesport, NY 1 1947 — ___-- (TYP.) 1 (— — I --_ - (G31) 727 - 2000 l W (K8) DISH A HER 25 'WP �WP Project Name WP - EF WP , 5775 W Mill Road LP-1A/12 LP-1A/8 LP-1A/10 . NP EH-1 20 BATH BAT" "A�t. ' CT �-_ Project Address D°�r, -1 5775 W Mill Rd, LP-1A/14 33 T — - WP —� 22 �T; Mattituck, NY 1 1952 WP - , 3#6+#II ; GRD, 1"C. Project Type WP WP LP-1 A/18 36 ROOFED OVER FATIO - - _- WP 79 -.,L— -1 WP Renovation O EH-2 UND RCOUNTER 6 LP-1A/2,4,6 60A 3PH ----- (TYP) � / r FOyl j Revisions BAP AREA ' � 1C 07-18-22 ISSUED FOR SCHEMATIC DESIGN 35 _ zz= T — 1 1 -04-22 ISSUED FOR PERMIT - - - r '-- i BAR(I ''SEti T 5) i J-1 28 3 LIFT p EH-3 (B8) r— � BEER — DISPENSER -------- WP --- - LP-1�l/16 -- -- Q o WP BAC BA 3 _ COOL R i LJ I ENTRY 27 "0 TYP.) WP . e . i SHEETNOTES -1 DN DN PAW DN RAMP i THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND i 1. ALL CIRUITRY TO BE RUN TO PANEL LP-1 UON. — - AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 2. FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS SEE DRAWING ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A E-001. VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW, 3. FOR SPECIFICATIONS SEE E-700 SERIES OF DRAWINGS. Drawing Title 4. PROVIDE CONDUIT, WIRE AND BOXES AS REQUIRED TO ENERGIZE FIRST FLOOR PLAN E LECTRI CAL f I RST EQUIPMENT AS SHOWN, i SCALE: 1/4" = 1 '-0" 5. ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONCEALED IN WALLS f LOOK POWER PLAN AND HUNG CEILING CAVITIES UNLESS OTHERWISE NOTED. i 6. SEE PANEL SCHEDULES AND RISER DIAGRAM FOR WIRE SIZES. KEY NOTES SCTM# 1000- I OG-G-3 APP No: O 7. MINIMUM WIRE SIZE SHALL BE #12 AWG. THE MINIMUM CONDUIT SIZE SCDHS No.: JM2 #: 2022-0642 SHALL BE 3/4"C. 1. CONNECT EXHAUST FANS TO ROOM LIGHT SWITCH. CIRCUIT. Planning #: DATE: 51312022 8. ALL EMPTY CONDUITS FOR TEL/DATA SHALL BE PROVIDED WITH 2. PROVIDE CONDUIT AND DRAGLINE FOR TEL/DATA/CABLE FOR FUTURE BUSHING AND PULL STRINGS. CABLING BY LOW VOLTAGE VENDOR. SEAL t SIGNATURE: DESIGNED BY: Jh 9. SEE MECHANICAL AND PLUMBING DRAWINGS FOR LOCATIONS OF 3. PROVIDE WEATHERPROOF WHILE-IN-USE RECEPTACLES FOR MARINE CHECKED DY: AR5 EQUIPMENT. SEE PANEL SCHEDULES AND RISER DIAGRAM FOR OCPD, BATTERY CHARGERS. OF N E Wtr�� ,� R.sa o indicatedCONDUIT, CABLE SIZE AND RATING. ,� SCALE: As 4. PROVIDE TIME CLOCK CONTROL FOR THIS CIRCUIT. o * 'VG No: ,} J M 4 to ? � a53455 AjE 1 1 SSIQ"� "It is a violation of the State Education Law for any person, Architect of Kccord: 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 is or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a specific description of the alteration." Arc + itecture �?C. This plan is approved only for the work indicated on the 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 IF G31 .320.3307 Applicant: 77=777 Anthony Martignetti 8 East 92nd St, Apt 3 New York, NY 10128 (917) 535 - 3777 Architect of Record : JM2 Architecture, PC t 2410 North Ocean Ave, Suite 300 1 I LP-1A/9 11 ; � - I - Farmingville, NY, 1 1738 I Z - � I --- ' CT (G31) 320 - 3305 -----, 9 ® 14! i 13 15 7 I o MEP Engineer: sT 2,4 Emtec Con5ulting Engineers DPC _ 2P 20 V ! I I P 3555 Veterans Memorial Hi hwa Suite M 2 6+ 10 RD, 1 C. ; g y° Ronkonkoma, NY 1 1779 I I , AHU-3 ` - ---------- (G31) 35G - 217G P 208V LP-1A/5,7 - 5urveyor: Nathan Taft Corwin 19 158G Main Road ® Jame5port, NY 1 1947 I r 16 3 1 11 21 5 (G31) 727 - 2090 LP-1A/1 ,3 1 -_-- Project Name I 1 I AHU-1 _ CT I PRO = OG 1 5775 W Mill Road 2<P/208V CT 1 ST 77/ 7 -- ., CL. DOWN TO ® ® 3 --14-30 p 4#2+#SGRD, LP-1 A ors Project Address Ali „ 2 C. 5775 W Mill Rd, — _ 22 / „ 18 ( - Mattituck Bath ,m NY 1 M EF-3 I NLL LP-1 A/13,15,17 - ---_ vVH 3 18 GRD, 1"C. Project Type rq 0:J:)j p --- I ULP 1 A/ S Aecharl cal 12 - 4 Anp\� Renovation _ 60 H- i ---- RCV15ion5 07-18-22 ISSUED FOR SCHEMATIC DESIGN I - GRD, "C ATTIC PLAN —� 1 1-04-22 ISSUED FOR PERMIT I SCALE: 1/4" = 1 '-0" l 28 30``_==/fl y Bathroom CL. — CL. 23 27 LP 1 -2 5HELVE5 25 ------- (TYP.)O 9 31 SHEET NOTES O KEY NOTES III 1. ALL CIRCUITRY THIS FLOOR TO BE CIRCUITED TO PANEL LP1-2 1 . CONDUIT AND WIRING RUN DOWN AND ACROSS FIRST FLOOR UNLESS OTHERWISE NOTED. TO MAIN PANEL. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 2. FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS SEE DRAWING 2. ALL FEEDERS TO AIR HANDLERS TO BE HOME RUN TO -- °—E-001. PANEL LP-1 A AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 3. PROVIDE CONDUIT, WIRE AND BOXES AS REQUIRED TO ENERGIZE 3. CONNECT EXHAUST FAN TO ROOM LIGHT SWITCH CIRCUIT. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A EQUIPMENT AS SHOWN, ANY OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y.4. PROVIDE GROUND BAR, RECEPTACLES CONDUIT AND DRAGLINE FOR STATE EDUCATION LAW. 4. ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONCEALED IN WALLS TEL/DATA/CABLE UTILTY DEMARC LOCATION. FUTURE CABLING BY LOW Drawing Title AND HUNG CEILING CAVITIES UNLESS OTHERWISE NOTED. VOLTAGE VENDOR. SECOND FLOOR PLAN 5. SEE PANEL SCHEDULES AND RISER DIAGRAM FOR WIRE SIZES. SCALE: 1/4" = 1 '-0" ELECTRICAL 2ND fLK 6. MINIMUM WIRE SIZE SHALL BE #12 AWG. THE MINIMUM CONDUIT SIZE � ATTIC POWER PLAN5 SHALL BE 3/4"C. 7. ALL EMPTY CONDUITS FOR TEL/DATA/CABLE SHALL BE PROVIDED WITH SCTM# 1000-1 OG-G-3 APP No: BUSHING AND PULL STRINGS. 8. SEE MECHANICAL AND PLUMBING DRAWINGS FOR LOCATIONS OF SCDHS No.. JM2 #: 2022-0642 EQUIPMENT. SEE PANEL SCHEDULES AND RISER DIAGRAM FOR OCPD, Planning #: DATE: 5/3/2022 CONDUIT, CABLE SIZE AND RATING. SEAL� SIGNATURE: DESIGNED BY: Jh CHECKED BY: Ass OF NE IV R.so o, SCALE: A5 Indlcated 67 0 * VG No: r� w 53A`a5 102 -'11 I Tf A III I " fl ! I''hEAllll III"'! IVIII'Il P III .- I '1 II'r71IN E 1111 W I '1 II I "It is a violation of the State Education Law for any person, Architect ot Kccord: —^ 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." Arc itecture P.c. This plan is approved only for the work indicated on the 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. 1ST FLOOR LIGHTING FIXTURE SCHEDULE 2410NOSUITE3 OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 SYM. MFG. & CAT. No. TYPE WATT LAMP TYPE LUMENS MOUNTING/HEIGHT REMARKS SHEET NOTES T I G31 .320.3305 - FI G31 .320.3307 F1 ROUND RECESSED 8" 15 LED 1600 RECESSED VARIOUS Applicant: MODEL TBD LED 1. ALL LIGHT FIXTURES SHALL BE CIRCUITED TO PANEL LP-1 AND BE MASTER TIME CLOCK CONTROLLED WITH LOCAL SWITCHING. EXTERIOR Anthony Martignetti F2 DECORATIVE PENDANT LED 15 LED 1600 RECESSED OYSTER BAR DECK LIGHTING CIRCUIT SHALL BE PHOTO CONTROLLED DOWN STREAM 8 East 92nd St, Apt 3 MODEL TBD OF TIME CLOCK. New York, NY 10128 F3 DECORATIVE WALL SCONCE LED 15 LED 1600 WALL MOUNT RESTAURANT/BAR 917 MODEL TBD 2. LOWER CASE LETTER OF SWITCH SYMBOL DESIGNATES SWITCHING ( ) 535 - 3777 F4 PICTURE LIGHT LED 10 LED 850 WALL MOUNT RESTAURANT ARRAGEMENT. Architect of Record : MODEL TBD 3. PROVIDE WALL MOUNT OCCUPANCY/VACANCY SENSOR SWITCHES IN JM2 Architecture, PC F5 DECORATIVE WALL SCONCE LED 15 LED 1600 WALL MOUNT BATHROOM BATHROOMS FOR AUTO ON, AUTO OFF OPERATION. MODEL TBD LED North Ocean Ave, Suite 300 4. PROVIDE EXIT SIGN LIGHT AND UNITARY =MERGENCY EGRESS WALL Farmingville, NY, 1 1738 F6 ROUND RECESSED 8" 15 LED 1600 RECESSED COVERED PATIO MOUNTED LIGHT FIXTURES WHERE INDICATED ON PLAN. CONNECT ALL (G31) 320 - 3305 MODEL TBD LED TO DEDICATED UNSWITHED EXIT/EMERGENCY LIGHT CIRCUIT. DECORATIVE EXTERIOR WALL SCONCE MEP E n G�I n ee r: F7 MODEL TBD LED 12 LED 1600 WALL MOUNT COVERED PATIO 5. FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS SEE DRAWING Emtec Consultin9 9 En sneers DPC E-001. 3555 Veterans Memorial Highway, Suite M F8 DECORATIVE EXTERIOR WALL SCONCE MODEL TBD LED 12 LED 1600 WALL MOUNT OPEN DECK 6. PROVIDE CONDUIT, WIRE AND BOXES AS REQUIRED TO ENERGIZE Ronkonkoma, NY 1 1779 EXTERIOR POST LIGHT EQUIPMENT AS SHOWN. (G31) 35G - 217G F9 MODEL TBD LED 12 LED 1600 POST TOP MT OPEN DECK 7, ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONCEALED IN WALLS 5 u rveyo r: UNDERCOUNTER TAPE LIGHT AND HUNG CEILING CAVITIES UNLESS OTHERWISE NOTED. Nathan Taft Corwin F�10 MODEL TBD LED 7W/FT LED 450/FT SURFACE MT UNDERCOUNTER 158G Main Road, 8. MINIMUM WIRE SIZE SHALL BE #12 AWG. THE MINIMUM CONDUIT SIZE LITHONIA LIGHTING SHALL BE J"C. --- _ Jamesport, NY 1 1947 f=M AFB OEL DDBTXD UVOLT N SDRT WT LED .75 LED 225 SURFACE MT EMERGENCY EGRESS Spy - (G3 I) 727 - 2090 F3 F3 I LITHONIA LIGHTING 8"X 12" 5 LED _ WALL1 CEILING _ -- - F - -- i I' Project Name I=X LQM S W 3 R 120/277 EL N LED F3 F2 Ca ,I I F1 ' 5775 W Mill Road I a i DINING F1 i_-__-------Ji Project Address UNDE ABINET STRIP LIGHT F2. 5775 W Mill Rd, F4 �F EM Fn 0 _� -,_ - PTCH, °r�° Mattituck, NY 1 1952 SDc -_ -- F5 �� EM (5 _ F1 -- i O I0 Project Type RVERI BATH F a EMI °I I M UNDERCABINET ATIONI F1 1 Renovation STRIP LIGHTING F i LP 1 (I c Dw �Fi0 i S Revisions F9 `- ---___ 1 1-04-22 ISSUED FOR PERMIT F1 F6 � i F4 F1 ° ° EM F1 BAT E T hAL E - - -- 5 ° F1 ' EM EM a ' DOCK F7 �8 F1 F8 F� d F3 -------- F1 -- F4 EM i 2 i i — o i ROOFS 'OVER F 710 F10 J J 10 U P TO J F1 SECOND 10 FOYER F 0 R F8 F7 F BAR AREA S d i ND RCABINET -- --STIRMP LIGHTING EM -� - AR(Id,5EAT5) I I THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND - _ AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. �I EMERGENCY EGRESS ;% —° ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A LIGHT FIXTURE (TYP.) ------ VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. F8 . >< F7 d F3 Q __ 3 STATE EDUCATION LAW. ° _ J Drawing Title 5 - I - -- E LECTRI CAL f I K5T EM TO N N EiJTRY �_-� �_ F LOOR LIGHTING PLAN C N ROL EX H05T d EM F3 F3 M SCTM# 1000-I OG-6-3 APP No: F9 -- - F8 _ ne F3 - SCDHS No.. JM2 #: 2022 0642 Planning #: _ DATE: 5/3/2022 F7 TO SW f DN Dr1 �- RAMF S9D S Sid U. RAMP SEAL � SIGNATURE: DESIGNED BY: JH F8 TO SW "g" D D D F - CHECKED BY: AR5 = pF NE W R.80 �0 SCALE: As indicated FIRST FLOOR PLAN * ; 0 * VG No: UJ SCALE: 1/4" = 1 '-O" � L' lt' fit? 053d`j5 ��, t�t'� 2 0 PROF .-;5101� I I 1 71 , 1 1 1 1 I r „I Mill a i°rm1¢rr.rr,.,, ue 1 I r r r r i rr. s m mr�i ru r ri Ll' i11i I J '! l '1 1 "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 it is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his JM2 or her signature and the date of such alteration, and a specific description of the alteration." 'f �� itecture p C. This plan is approved only for the work indicated on the 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 G31 .320,3305 FJ G31 .320.3307 Applicant: Anthony Martignetti 8 East 92nd St, Apt 3 F� New York, NY 10128 (917) 535 - 3777 F4 F4 F4 F4 Architect of Record : JM2 Architecture, PC IL SHEET NOTES ® 2410 North Ocean Ave, Suite 300 r --- — DOWN TO Farmmgville, NY, 1 1738 1. CONNECT ALL APARTMENT LIGHTING TO DEDICATED LIGHTING CIRCUIT IN SECOND (G3 I) 320 - 3305 PANEL LP 1-2 FLOOR F4 --------------F-----_, ;--- MEP E n cj I n e e r: 2. FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS SEE DRAWING Emtec C01`151Jltin9 En9 ineer5 DPC ' E-001. r r 3555 Veterans Memorial Highway, Suite M r 3. PROVIDE CONDUIT, WIRE AND BOXES AS REQUIRED TO ENERGIZE Ronkonkoma, NY 1 1779 F2 EQUIPMENT AS SHOWN. (G31) 35G - 2 17G ------ ----- 4. ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONCEALED IN WALLS ® F7 _—" Surveyor: AND HUNG CEILING CAVITIES UNLESS OTHERWISE NOTED. DN Nathan Taft Corwin r F4 5. MINIMUM WIRE SIZE SHALL BE #12 AWG. THE MINIMUM CONDUIT SIZE 158G Main Road, SHALL BE 3/4"C. Jame5port, NY 1 1947 r (G31) 727 - 2050 ---------------------------- S S Project Name S3 ❑ F1 F1 F1 F1 ® ® 5 775 W Mill Road F5 L_ �— S F 1 S-3--- F7 Project Address 11��:�_�� ,SSS 5775 W Mill Rd, F1 F1 F3 F3 DOWN TO F1 FIRST FLOOR Mattituck, NY 1 1952 Sp F1 V) ❑ _ Project Type F1 Renovation F3 F3 _ o o -- REV1510n5 F1 F1 UP 07-18-22 ISSUED FOR SCHEMATIC DESIGN F1 ATTI I ATTIC PLAN 1 1-04-22 ISSUED FOR PERMIT 7rF F1 SCALE: 1/4" = 1 '-0" SHOWER F8 F8 F1 LP 1 -211 RATED S SSS S3 C/) SDSD � F8 F1 F1 F1 F1 2ND FLOOR/ATTIC LIGHTING FIXTURE SCHEDULE F1 F1 SYM. MFG. &CAT. No. TYPE WATT LAMP TYPE LUMENS MOUNTING/HEIGHT REMARKS F8 F1 ROUND RECESSED 8 15 LED 1600 RECESSED VARIOUS F8 F8 MODEL TBD LED F2 DECORATIVE PENDANT LED 15 LED 1600 SUSPENDED MODEL TBD THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND MODEL TBD F3 DECORATIVE WALL SCONCE LED 15 LED 1600 WALL MOUNT BATHROOM AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A MODEL TBD F4 PICTURE LIGHT LED 10 LED 850 WALL MOUNT VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. TBD LED SECOND FLOOR PLAN F5 ROUND RECESSED 15 LED 1600 RECESSED SHOWER LIGHT Drawing Title SCALE: 1/4" = 1 '-13" F6 WALL BRACKET LED 12 LED 1100 WALL MOUNT ATTIC STAIRCASE ELECTRICAL 2ND SLR MODEL TBD F7 LINEAR STRIP LIGHT LED 36 LED 4298 SUSPENDED ATTIC ATTIC LIGHTING FLAN5 LITHONIA CSS L48 4000LM MVOLT 40K 80CR1 F8 DECORATIVE WALL SCONCE LED 15 LED 1600 WALL MOUNT BEDROOM MODEL TBD SCTM# 1000- 1 OG-G-3 APP No: SCDHS No.: JM2 #: 2022-0642 Planning #: _ DATE: 5/3/2022 SEAL$ SIGNATURE: DESIGNED BY: �H CHECKED BY: AR5 of NEtV . R. SO4 0 SCALE: A5 Indicated ?0 * VG No: �+ 60 0 F S5104 202 05 'I I '91 I I I , ITTII I' I I I'I' ''71" 'II I' !' I'II 1 i i i i i,remon v.n minn n i w rai r, . n i vi im.e ni i m.i"•nuu r ri i of i i w L' "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 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 specific description of the alteration." 4rc itecture P!c. his plan is.a oved only for the work indicated on the 1. All penetrations through rated walls, including but not limited to Boiler Rooms, aleOVi�a;is. Sheet. all other matters are not to be reed poIn to be considered as either being approved or JM2 ARCHITECTURE, PC Equipment Rooms and Rated Shafts, shall be fire stopped per details sheets incl coed' in ,ha&ardance with applicable codes. 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 FARMINGE, 11738 only firestop products that have been UL 1479 or ASTM E 814 tested for specific fire-rated T 1631 .320.3305 FI 631 .320.3307 construction conditions conforming to construction assembly type, penetrating item type, Applicant: conditions no ma requrements� Anthony Martlgnetti annular space requirements, and fire-rating involved for each separate instance. pp 3/8" DIA. S/S THREADED ROD 4" LONG 2. Details shown are typical details. If field diti do match i of typical 8 East 92nd St, Apt 3 /� HELD IN HILTI HIT C-20 CHEMICAL ANCHOR DRILLED INTO MASONRY WITH S S WASHER details, approved alternate details shall be utilized. Field conditions and dimensions need to New York, NY 10128 CAI AND NUT. / be verified for compliance with the details, including but not limited to the following: * (917) 535 - 3777 C) UNISTRUT P1000 (OR EQUAL) 1 5/8" x 1 5/8" CEILING STRUCTURE Minimum and maximum Width of Joints * Type and thickness of fire-rated construction. The Architect of Record : WITH HOT—DIPPED GALVANIZED FINISH 3/8" DIA. S/S THREADED ROD 4" LONG minimum assemblyJM2 Architecture, PC Z UNISTRUT PIPE/CONDUIT CLAMPS P2558 HELD IN HILTI HIT C-20 CHEMICAL ANCHOR rating of the firestop assembly shall meet or exceed the highest rating OR EQUAL. DRILLED INTO MASONRY WITH S/S WASHER of the adjacent construction. 2410 North Ocean Ave, Suite 300 AND NUT. Farmingville, NY, 1 1738 o PIPE OR CONDUIT UNISTRUT P1000 (OR EQUAL) 1 5/8" x 1 5/8" 3. If alternate details matching the field conditions are not available, manufacturers (631) 320 - 3305 N SIZE TO SUIT N0. CONDUITS WITH HOT—DIPPED GALVANIZED FINISH engineering judgment drawings are acceptable. Drawings shall follow the International MEP En Ineer: UNISTRUT PIPE/CONDUIT CLAMPS P2558 Firestop Council (IFC) Guidelines for Evaluating Firestop Systems Engineering Judgments. 9 OR EQUAL. 4. References: 3555 eteran5 MemOral Highway, Suite M MASONRY WALL BEYOND * 2013 Underwriter's Laboratories Fire Resistance Directory, Volumes 1 & 2 Ronkonkoma, NY 1 1779 PIPE OR CONDUIT 4 TREATED WD. SLE PER * N FPA 101 Life Safety Code (63 I) 356 - 2 176 3/8"0 X 2 1/2" LAG ® 4'-0" 0.C. SIZE TO SUIT N0. CONDUITS SCREWS AS EQ'D. NFPA 70 - National Electric Code urveyor: Nathan Taft Corwin 1 " THK WALKWAY PAD * All governing local and regional building codes 1586 Main Road, ADHERED TO ROOF. 5. Firestop System installation must meet requirements of ASTM E-814 (UL 1479) tested Jame5port, NY 11947 _VONDUIT SUPPORT DETAILS CONDUIT SUPPORT DETAIL assemblies that provide a fire rating equal to that of construction being penetrated. (631) 727 - 2030 SCALE: 1 1/2" — 1 '-0' SCALE: NONE 6. All rated through-penetration assemblies shall be prominently labeled with the following Project Name information: * ATTENTION: Fire Rated Assembly 5775 W Mill Road * UL System # * Product(s) used * Hourly Rating (F-Rating) Project Address * Installation Date 5775 W MIII Rd, 7. For outlet boxes requiring protection, use only Wall Opening Protective Materials, category CLIV as classified by Underwriter's Laboratories, Fire Resistance Directory (Vo`ume 1.) Mattltuck, NY 1 1952 Project Type Renovation UUcUL System No. W-L-1164 F Ratings - 1 and 2 Hr (See Items 1 and 4) ULIcULSystem No. C-AJ-1421 RCV151on5 T Rating - 0 Hr F Rating - 2 and 3 Hr (See Item 4113) 07-18-22 ISSUED FOR SCHEMATIC DESIGN ULIcUL System No. F-C-1059 4 T Rating = 0 Hr 1 1-04-22 ISSUED FOR PERMIT F Ratings = 1 and 2 Hr T Ratings = 0 and 112 Hr I--- A 3 1 3 46 2 4B 1 A � A I d v � 4 Q ae 4' L. A A d 2a- 4 2 � A A l.!J 4A 3 I 1 3 i B SECTION A-A SECTION A-A SECTION A-A 1. Floor or Wall Assembly - Min 4-1/2 in. (114 mm) thic 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) THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, 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 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 pipes Y 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 !0 6 in. wider and 4 to 6 in. higher than the diam of the A. Steel Pipe - Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A B. Iron Pipe - Nom 4 in. (102 mm) diam (or smaller) cast or 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 SUB-DIVISION 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 o 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). Drawing Title floor-ceiling assembly. The chase wall shall be constructed of the materials and in the manner specified in the The hour) F Rating of the firestop system is equal to the hour) fire rating of the wall assembly 4. Firestop System - The firestop system shall consist of the following: individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following Y 9 P Y q Y 9 yin which it is P Y P Y construction features: installed. A. Packing Material - Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m3) mineral wool butt insulation firmly ELECTRICAL A. 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 opening 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 cr 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 igidly supported on both sides of wall assembly. The in. (6 mm) diam bead of fill material shall be a�plied 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. SCTM# 1000-106-6-3 APP N0: 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. 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. SCDHS No.: JM2 #: 2022-0642 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 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. Planning #: DATE: 5/3/2022 B. Iron Pipe - Nom 6 in. diam (or smaller) cast or ductile pipe. E. Copper Pipe - Nom 6 in. diam (or smaller) Regular (cr heavier) copper pipe.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: DESIGNED BY: JI1 conduit. flush with both surfaces of wall assembly for 1 or 2 hr rated walls, respectively. Min 1/2 in. diam bead of caulk 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, CHECKED BY: ARS FLOOR/WALL OR BLOCK WALL DETAIL flush with the bottom surface of gypsum wallboard or lower top plate for 1 and 2 hr floors respectively. Min. 3/4 in. O� NEy�, thickness of sealant applied within annular space, flush with top surface of floor. N.T.S. ��C� � R.Sp �b,� SCALE: As indicated FIRESTOP OF METAL CONDUIT THROUGH DWG No: WOOD FLOOR/CEILING RATED DETAIL FIRESTOP OF METAL CONDUIT/PIPING THROUGHr N.T.S. GYPSUM RATED WOOD OR STEEL WALL DETAIL - s � REFER TO ARCHI ECTURAL PLANS FOR 1 HR & 2 •HR RATED WALLS AND ran 53ASS p� s N.T.S. FLOOR ASSEMBLIIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS OFess1~ov' 1 1 '1 1! "1111 TIP "I' I III !-I' 771 1 11171PI1111' 1 1 11 I 1 i I "It is a violation of the State Education Law for any person, Architect ot Record: I 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 JM2 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." �('' Itecture P.c. This plan is approved only for the work indicated on the r�+ 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 G31 .320.3305 FI G31 .320,3307 Applicant: Anthony Martignetti PANEL ALP-1" SCHEDULE PANEL `LP-lk SCHEDULE 8 East 92nd St, Apt 3 New York, NY 10128 VOLTAGE: 120/208V PHASE. 3 1 WIRE: 4 LOCATION: HALLWAY VOLTAGE: 120/208V PHASE: 3 WIRE: 4 LOCATION: HALLWAY (9 17) 535 - 3777 ROOF MAIN RATING: 400A MCB IMTG: ® SURFACE ® FLUSH MAIN RATING: 225A MLO MTG: ® SURFACE ® FLUSH Architect of Record : SPECIAL FEATURES: SPECIAL FEATURES: JM2 Architecture, PC CKT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION NKT•O. KT. DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION NKT• 2410 North Ocean Ave, Suite 300 NO. 1 LIGHTING 20/1 720 720 20/1 BAR LIGHTING 2 1 AHU-1 15/2 271 3856 50/3 CU-1 2 G3far 1)gvi 0 NY, 11738 ( 3 PORC-I/EXT LTG 20/1 255 100 20/1 EXIT/EM LTG 4 3 271 3856 4 63 I) 32 - 3305 5 CEILING FANS 20/1 1080 300 20/1 (K2) UC REFRIGE 6 5 AHU-2 15/2 219 � 3856 V 6 MEP Engineer: 7 FLOOR FRYER 60/3 5776 780 20/1 (K11) UC REFRIGE 8 7 219 1200 20/1 BATTER CHARGER 8 Emtec Consulting Engineers DPC 9 (K1) 5776 528 20/1 (K12) UC REFRIGE 10 9 AHU-3 15/2 94 ' 1200 20/1 BATTER CHARGER 10 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 1 1779 11 5776 1920 20/1 (K8) DISHWASHER 12 11 94 1200 20/1 BATTER CHARGER 12 (G31) 35G - 217G 13 GRIDDLE 50/3 3200 1800 20/1 (K5) PANINI GRILL 14 13 WH-1 110/3 9996 540 20/1 DRY DOCK POWER 14 Surveyor: 15 (K3) 3200 2288 30/2 (K6) CT FRYER 16 15 9996 540 20/1 1 DRY DOCK POWER 16 Nathan Taft Corwin ATTIC 158G Main Road, 17 3200 2288 18 17 9996 11440 20/1 DOCK SW REC 18 HALLWAY 19 SERVER STA REC 20/1 540 540 20/1 SERVICE STA REC 20 19 P-1 20/1 360 2000 30/2 INFRARED HEATER 20 Jame5port, NY 1 1947 WEATHERHEAD 21 SERVER STA REC 20/1 540 540 20/1 SERVICE STA REC 22 21 INFRARED HEATER 30/2 2000 2000 :�� 22 (G3 I) 727 - 2090 23 DINING REC 20/1 540 720 20/1 BACK BAR COOLER 24 23 2000 2000 30/2 INFRARED HEATER 24 Project Name 25 DINING REC 20/1 540 540 20/1 BACK BAR POWER 26 25 TELCO/CABLE PWR 20/1 540 2000 26 p �. ELECTRICAL _ 5775 W Mill Road PSEG .SERVICE DROP 27 DINING REC 20/1 540 432 20/1 BEER DISPENSER 28 27 FACP 20/1 360 20/1 SPARE 28 PANEL ANE 29 RESIROOM REC 20/1 360 540 20/1 BAR REC 30 29 SPARE 20/1 - - 20/1 SPARE 30 CONNECTORS FURNISHED 31 HOST REC 20/1 360 540 20/1 BAR REC 32 31 SPARE 20/1 - - - SPACE 32 Project Address BY PSEG AND INSTALLED 10 0 AMPS _ - - 5775 W Mill Rd, BY THIS CONTRACTOR 208 12OV-30-4W 33 PATIO REC 20/1 360 540 20/1 EXT DECK QUAD 34 33 SPARE 20/1 SPACE 34 M.C.B. 35 ADA LIFT 20/1 1 1656 540 20/1 EXT DECK QUAD 36 35 SPARE 20/1 - - - SPACE 36 Mattituck NY 1 2 37 LP-1A 225/2 21,282 4848 100/3 LP1-2 38 37 SPARE 20/1 - 125/2 38 4#500KCMIL Cu IN 3Y2"C. 39 21,282 4848 40 39 SPACE _ - 40 Project Type 41 21,282 4848 42 41 SPACE - 42 CONN./DEMAND LOAD: 115,120W CONN. DEMAND LOAD: 63,844W Renovation LSECOND FLOOR Revisions CORRIDOR 07- 18-22 ISSUED FOR SCHEMATIC DESIGN 1 1 -04-22 ISSUED FOR PERMIT CONDUIT SECURED WITH STRAPS ELECTRICAL ELECTRICAL 4#2+#8 GIRD, IN 1 1/2"C. PANEL "LP1-2" SCHEDULE PANEL PANEL VOLTAGE: 120/208V PHASE: 3 WIRE: 4 LOCATION: 2ND FLOOR APT I-P-1 LP-1A MAIN RATING: 100A MCB MTG: ® SURFACE ® FLUSH PSEG METER - 400 AMPS 225 AMPS SPECIAL FEATURES: 208/12OV-30-4W 208/12OV-30-4W - DESCRIPTION C.B. WATTS WATTS C.B. DESCRIPTION C PSEG APPROVED METER M.C.B M.L.O. 0 NO. TRANS--S CABINET 1 LIGHTING 20/1 573 4160 50/2 RANGE 2 3 REFRIGERATOR 20/1 1000 4160 4 5 DISHWASHER 20/1 960 3000 40/2 WH-2 6 7 RANGE HOOD 20/1 540 3000 8 9 BEVERAGE COOLER 20/1 720 360 20/1 P-2 10 EXTERIOR WALL 4#4/0+#6 GRID 11 UC MICROWAVE 20/1 1500 540 20/1 TELCO/CABLE POWER 12 IN 3"C. 13 KITCHEN CT REC 20/1 540 540 20/1 LIVING RM REC 14 4#50OKCMIL IN 3 1/2"C. 15 KITCHEN CT REC 20/1 540 360 20/1 LIVING RM REC 16 17 KITCHEN CT REC 20/1 540 360 20/1 BATHROOM REC 18 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND FIRST FLOOR 19 KITCHEN CT REC 20/1 540 360 20/1 LAUNDRY/MECH REC 20 AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 21 KITCHEN CT REC 20/1 720 1200 20/1 WASHER 22 ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A 23 BEDROOM REC 20/1 720 2496 30/2 DRYER 24 VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. 25 BEDROOM REC 20/1 720 2496 26 Drawing Title - 27 HALLWAY REC 20/1 540 360 20/1 BATHROOM REC 28 29 BEDROOM REC 20 f LECTRI CAL 1 540 360 20/1 BATHROOM REC 30 ELECTRICAL RISER DIAGRAM, / SCALE: N.T.S. 31 BEDROOM REC 20/1 540 - 20/1 SPARE 32 R15ER DIAGRAM 33 SPARE 20/1 - - 20/1 SPARE 34 35 SPARE 20/1 - - 20/1 SPARE 36 SCTM# 1000-1 OG-G-3 APP No: 37 SPARE 20/1 - - 20/1 SPARE 38 SCDHS No.: JM2 #: 2022-o642 39 SPARE 20/1 - - 20/1 SPARE 40 * ELECTRIC SERVICE EQUIPMENT, SERVICE FEEDERS AND - - Planning #: _ DATE: 5/312022 INSTALLATION AS PER PSEG LATEST 'RED BOOK' REQUIREMENTS 41 SPARE 20/1 20/1 SPARE 42 * GROUNDING SHALL BE IN ACCORDANCE WITH APPLICABLE SECTION CONNECTED LOAD 34,685: W DEMAND LOAD 17,543 SEAL SIGNATURE: DESIGNED BY: JI1 ON NEC. CHECKED BY: AP5 of NE IV R.SQL SCALE: As indicated * a� �0 * DWG No: Lu r tr �� .s . .,r'Y r � �Frsslo "'7111 1 Fill I IR - .. . -_ - - l I l I 1 ' I '' I11IIIf '1.1;iG I 1 III -- - - - . C SPECIFICATIONS "It is a violation of the State Education Law for any person, rc itect of 5ecord: _ i. GENERAL C❑NDITI❑NS OF 1970 (LATEST REVISI❑N), OTHER RULES, LAWS, STATUTES, CODES, ❑RDINANCES, C❑NTRACT❑R SHALL VERIFY THE ADEQUACY ❑F THE EXISTING CIRCUITS AND C❑NF❑RMANCE T❑ unless he or she is acting under the direction of a licensed A. DESCRIPTI❑N OF BID DOCUMENTS REGULATI❑NS AND ❑THER REQUIREMENTS ❑F ANY AND ALL G❑VERNMENTAL OR APPLICABLE C❑DE REQUIREMENTS, AND REPLACE professional engineer to alter an item in anyway, on this a. THE SPECIFICATIONS AND DRAWINGS ARE INTENDED TO SERVE J❑INTLY AS A BASIS UPON QUASI-G❑VERNMENTAL AUTH❑RITIES 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 LAB❑R THE PROJECT SITE. 3. PHASING item is altered, the altering engineer shall affix to the Item PR❑VISI❑NS, h, EQUIPMENT, FIXTURES, MATERIAL AND INSTALLATI❑N 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 11 JM2 b, IT IS THE INTENTION OF THE SPECIFICATI❑NS AND DRAWINGS TO CALL FOR FINISHED WORK, OF THE L❑CAL BUILDING DEPARTMENT, 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 ❑PERATI❑N. ELECTRICAL CODE, NATI❑NAL ELECTRICAL SAFETY CODE, LIFE SAFETY CODE, NEW YORK specific description of the alteration." �"' pc,�+ Q c. THE CONTRACTORS SHALL PR❑VIDE ALL ITEMS OF LABOR OR MATERIALS NOT SPECIFICALLY STATE BUILDING CODE, OCCUPATIONAL SAFETY AND HEALTH ACT, AMERICANS WITH 4. CONDUIT AND RACEWAYS This plan is approved only for the work indicated on the ram+ ` '�.r u r G P.C. INDICATED, BUT REQUIRED TO COMPLETE THE INTENDED INSTALLATIONS. DISABILITIES ACT AND APPLICABLE NATIONAL, STATE AND LOCAL CODES, ❑RDINANCES 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 d, THE CONTRACTORS SHALL COORDINATE THEIR WORK OR ADJUST SAME TO THAT OF OTHER REGULATIONS. ❑THERWISE INDICATED. relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC TRADES, IN ORDER THAT C❑NFLICTS IN SPACE LOCATI❑NS D❑ NOT OCCUR, 1. IF WORK IS LOCATED IN NEW YORK CITY THE NEC WITH NEW YORK CITY AMENDMENTS IS THE B. CONDUIT SHALL 3E MADE OF STANDARD RIGID PIPE, AND SHALL BE ALUMINUM WHERE PERMITTED in accordance with applicable codes. e. ANY APPARATUS, APPLIANCE, MATERIAL, OR WORK NOT SHOWN ON DRAWINGS, BUT MENTIONED CONTROLLING C❑DE, BY CODE. WHERE ALUMINUM IS NOT PERMITTED BY CODE, USE RIGID STEEL DR IMC CONDUIT, J. FRONT 2410 NORTH OCEAN AVENUE IN THE SPECIFICATI❑NS, OR VICE VERSA, OR ANY INCIDENTAL ACCESS❑RIES, OR MIN❑R J. ALL ELECTRICAL WORK AND MATERIALS SHALL COMPLY WITH THE OWNER'S STANDARDS AND C. ELECTRIC METALLIC TUBING MAY BE USED IN DRY L❑CATI❑NS FOR BRANCH CIRCUITING AND a. DOORS MUST BE PR❑VIDED ON ALL LIGHTING AND POWER PANELS, DETAILS NOT SHOWN BUT NECESSARY TO MAKE THE WORK C❑MPLETE IN ALL RESPECTS AND ELECTRICAL SYSTEMS REQUIREMENTS. TELEPHONE AND DATA RACEWAYS. b. HEAVY CODE GAUGE STEEL AS REQUIRED TO MAINTAIN PANEL FACE FLAT. SUITE 300 READY F❑R ❑PERATI❑N, 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 ADDITI❑NAL EXPENSE T❑ THE OWNER. AND PAID F❑R BY THE CONTRACTOR, THE C❑NTRACTOR SHALL C❑❑PERATE FULLY WITH L❑CAL L❑CATIONS FOR 3RANCH CIRCUIT WORK ONLY WHERE PERMITTED BY CODE. D❑❑RST❑P ❑R A C❑NTINU❑US PIAN❑- YPE HINGE WITH A MAXIMUM ❑PENING OF 160 DEGREES. FARMINGVILLE, NY, 11738 f. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK WITH ITS C❑MPLETI❑N AND FINAL COMPANIES 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 DO❑RS SHALL BE DO❑R IN DD❑R TYP HEAVY GAUGE STEEL T❑ MAINTAIN PANEL FACE FLAT. T I G31 . 20. 2 ACCEPTANCE AND SHALL REPLACE ANY ❑F SAME, WHICH MAY BE DAMAGED, LOST OR STOLEN, COSTS T❑ BE INCURRED RELATIVE TO POWER SERVICE (PRIMARY AND/❑R SEC❑NDARY) AND THE BUILDING STANDARDS. d. THE CABINET SHALL BE ELECTR❑STA IC POWDER-COATED OVER A RUST INHIBIT❑R OR A 3 3305 F G3 I .3 0.3307 WITHOUT ADDITI❑NAL COSTS T❑ THE ❑WNER. TELEPHONE SERVICE. F. NOT USED. BAKED ENAMEL FINISH. THE COLOR SHALL BE ANSI. 61 LIGHT GRAY. g. SPECIFICATI❑NS, 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. PROVIDE FOUR (4) ❑F EACH PANEL KEY. Applicant: EQUIPMENT. THE ACCOMPANYING DRAWINGS ARE INTENDED T❑ SH❑W THE GENERAL F. CUTTING AND PATCHING H. PR❑VIDE EMPTY CONDUIT WITH DRAG WIRE F❑R TELEPH❑NE SYSTEM. RUN 3/4' C❑NDUIT F❑R f. WELDED ANGLE REST AT THE BOTT❑M ❑F THE DOOR TO FACILITATE COVER INSTALLATI❑N. ARRANGEMENT AND Ek;TENT ❑F W❑RK TO BE PERF❑RMED. THE L❑CATI❑NS F❑R EQUIPMENT AND a. ALL CUTTING AND PATCHING SHALL BE DONE UNDER ANOTHER SECTION. FURNISH THE SIZES ONE OUTLET, 1' CONDUIT FOR TWO OUTLETS, AND 1Y4 FOR THREE OUTLETS. TERMINATE ENDS OF g. DOORS OVER 48' IN HEIGHT SHALL HAVE AUXILIARY FASTENERS AT TOP AND BOTTOM OF Anthony Martignetti MATERIAL AS SHOWN ❑N THE DRAWINGS ARE APPR❑XIMATE. IT SHALL BE UNDERSTOOD THAT AND L❑CATI❑NS OF ALL CHASES AND ❑PENINGS REQUIRED F❑R THE INSTALLATI❑N F❑R THIS C❑NDUIT WITH BUSHINGS. DOOR IN ADDITION TO LOCK AND CATCH, 8 East 92nd St, At 3 THEY ARE SUBJECT TO SUCH M❑DIFICATI❑N AS MAY BE FOUND NECESSARY TO MEET JOB W❑RK BEFORE THE WALLS, FLOORS AND PARTITIONS ARE BUILT. I. MAKE FINAL C❑NNECTI❑N FROM MOTOR STARTING SWITCHES TO MOTOR BY MEANS OF CONDUCTORS h. METAL BLANK FILLERS (PLASTIC FOR RETR❑FITS) SHALL BE PROVIDED FOR EACH UNUSED p CONDITI❑NS. SUCH CHANGES SHALL BE MADE BY THIS CONTRACTOR AT NO ADDITIONAL CHARGE. b, PR❑VIDE THE LABOR AND MATERIALS FOR ALL WORK INCLUDED UNDER THE CONTRACT OR IN FLEXIBLE STEEL CONDUIT. USE 'SEALTITE' IN WET OR DAMP L❑CATI❑NS ONLY, CIRCUIT POSITION. I New York, NY 10128 h. SCALED AND INDICATED DIMENSI❑NS ARE APPR❑XIMATE AND ARE FOR ESTIMATING PURPOSES SUBCONTRACT IN AMPLE TIME AND SUFFICIENT QUANTITIES S❑ THAT ALL OF THE W❑RK ❑F J. HANGERS, SUPPORTS AND SLEEVES SHALL BE AS ACCEPTABLE TO THE ARCHITECT. SUPPORT 1. A PREPRINTED STICKER IS T❑ BE AFFIXED TO THE INSIDE OF THE PANELBOARD WITH ONLY. BEFORE PR❑CEE=DING WITH WORK, CHECK AND VERIFY ALL DIMENSI❑NS. THE CONTRACT ❑R SUB(❑NTRACT MAY BE INSTALLED IN PR❑PER SEQUENCE T❑ A V❑ID RISER C❑NDUIT AT EACH FL❑❑R, AND ALL OTHER C❑NDUIT ❑N EACH SIDE ❑F BENDS AND N❑T EMERGENCY 24-HOUR TELEPHONE NUMBERS F❑R PARTS AND/❑R REPAIR. (917) 535 - 3777 I. ALL METHODS OF W❑RKMANSHIP AND CONSTRUCTION AND DETAILS OF SAME NOT SPECIFICALLY UNNECESSARY CUTTING ❑F THE FL❑❑RS AND WALLS. GREATER THAN 10'-O' ON CENTERS, D❑ NOT SUPPORT COMMUNICATIONS, SIGNALING AND SIMILAR K. TERMINAL LUGS DESCRIBED HEREIN SIiALL BE SUBJECT TO THE APPR❑VAL ❑F THE ❑WNER ❑R HIS c. ANY CUTTING AND PATCHING REQUIRED, DUE TO THE FAILURE TO C❑MPLY WITH THE AB❑VE TYPE WIRING FROM C❑NDUITS. a. BOLTED TYPE, LABELED FOR b EITHER C❑PPER ❑R ALUMINUM CONDUCTORS, Architect of Record : REPRESENTATIVE. PR❑VISI❑NS, 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 C❑NDUIT AND OUTLET . LOCATE MAIN LUGS PROPERLY AT T❑ OR BOTTOM, DEPENDING WHERE MAIN FEEDER ENTERS. J. MAKE ADJUSTMENTS THAT MAY BE NECESSARY OR REQUESTED IN ❑RDER TO RES❑LVE SPACE SHALL BE DONE UNDER DIVISI❑N ONE, AS APPROVED BY THE ARCHITECT. BOXES IN FINISHED AREAS UNLESS NOTED ❑THERWISE, L. ELECTRICAL RATINGS JM2 Architecture, PC PROBLEMS, PRESERVE HEADROOM, AND AVOID ARCHITECTURAL ❑PENINGS, STRUCTURAL d, 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, DO NOT a. ALL CIRCUIT BREAKERS SHALL BE FULLY-RATED UNLESS THE DRAWINGS SPECIFICALLY MEMBERS AND WORK [IF OTHER TRADES. CHASING OR DRILLING OF FLOORS, WALLS, PARTITI❑NS, CEILINGS OR OTHER SURFACES IS SUPPORT CONDUITS OR RACEWAYS FROM TELEPHONE FRAMES, CABLE RACKS ❑R INDICATE SERIES RATED, WHEN SERIES RATINGS ARE APPLIED WITH INTEGRAL OR REMOTE 2410 North Ocean Ave, Suite 300 k. TYPICAL DETAILS, WHERE SHOWN ON THE DRAWINGS, APPLY TO EACH AND EVERY ITEM OF NECESSARY FOR THE PR❑PER INSTALLATI❑N, SUPP❑RT ❑R ANCH❑RAGE ❑F RACEWAY, ❑UTLETS SUPERSTRUCTURES. UPSTREAM DEVICES, A LABEL ❑R MANUAL SHALL BE PR❑VIDED. IT SHALL STATE THE THE PROJECT WHERE SUCH ITEMS ARE APPLICABLE. TYPICAL DETAILS ARE NOT REPEATED IN OR OTHER EQUIPMENT, THE WORK SHALL BE CAREFULLY DONE. ANY DAMAGE TO THE BUILDING, M. TERMINATE EACH CONDUIT WITH TWO LDCKNUTS, ONE INSIDE AND ONE ❑UTSIDE AND A BUSHING. CONDITIONS OF THE UL SERIES RATINGS INCLUDING Farmin gville, NY 11738 FULL DN THE PLANS, AND ARE DIAGRAMMATIC ONLY, BUT WITH THE INTENTI❑N THAT SUCH PIPING, EQUIPMENT OR DEFACED FINISH PLASTER, WOODWORK, METALWORK, ETC, SHALL BE USE ALUMINUM LDCKNUTS F❑R ALUMINUM C❑NDUIT, AND MALLEABLE IR❑N OR GALVANIZED OR 0.111. SIZE AND TYPE ❑F UPSTREAM DV I (G3 1) 320 - 3305 DETAILS SHALL BE INCORPORATED IN FULL, REPAIRED BY SKILLED MECHANICS ❑F THE TRADES INVOLVED AT ND ADDITI❑NAL COST TO CADMIUM PLATED STEEL FOR STEEL CONDUITS. BUSHINGS SHALL BE INSULATED PLASTIC TYPE, a.b. BRANCH DEVICES THAT CAN BE USED 1. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TD PROVIDE A COMPLETE THE OWNER, RATED AT N❑T LESS THAN 150C, T&B SERIES 510 OR AS ACCEPTABLE, WHERE CONDUITS LARGER a.c. UL SERIES SHORT-CIRCUIT RATING. WORKABLE SYSTEM READY F❑R THE ❑WNER'S ❑PERATION. ANY ITEM NOT SPECIFICALLY SHOWN e. THIS CONTRACTOR SHALL D❑ ALL CUTTING, CHASING AND R❑UGH PATCHING FOR INSTALLATI❑N THAN V SIZE ARE TERMINATED, L❑CKNUTS SHALL BE THE BONDING TYPE T&B SERIES 106, OR b. WHERE INDICATED, PROVIDE PANELBDARDS HAVING A 'SERVICE ENTRANCE' TYPE UL LABEL M E P E n gIn e e r: ❑N THE DRAWINGS ❑R' CALLED FOR IN THE SPECIFICATI❑NS, BUT NORMALLY REQUIRED TO OF HIS WORK, AS ACCEPTABLE, IF ALUMINUM B❑NDING LDCKNUTS ARE NOT AVAILABLE, USE A B❑NDING WEDGE WITH NEUTRALS FACT❑RY B❑NDED T❑ FRAME ❑R ENCL❑SURE. C❑NF❑RM T❑ THE INTENT, ARE T❑ BE C❑NSIDERED A PART ❑F THE C❑NTRACT. f. UNLESS ASSIGNED TO OTHER CONTRACTOR(S) AS PART OF CONTRACT AGREEMENT, THE IN ADDITION UNDER THE INTERI❑R ALUMINUM L❑CKNUT, M. ALL PANELBDARDS SHALL INCLUDE LABELS WITH THE F❑LL❑WING INFORMATI❑N, Emtec Consulting Engineers, DPC n. IF ANY PART OF SPECIFICATI❑NS OR DRAWINGS APPEARS UNCLEAR OR C❑NTRADICTORY, GENERAL C❑NTRACT❑R SHALL FINISH PATCHING AND REPAIRS. N. WHERE CONDUITS LARGER THAN V SIZE TERMINATE IN ECCENTRIC OR C❑NCENTRIC KNOCKOUTS a. 'DANGER OF ELECTRICAL SHOCK' LABEL C❑NSULT THE ARCHITECT/DESIGN PR❑FESSI❑NAL F❑R INTERPRETATI❑N AND DECISI❑N AS 9. ALL CUTTING AND DRILLING SHALL BE MACHINE CUT WITH POWER DRIVEN TOOLS. CONDUIT AND WHERE ALL OF THE KNOCK❑UT RINGS HAVE NOT BEEN REM❑VED, INSULATED GROUNDED b. UL LISTING 3555 Veterans, Memorial Highway, Suite M EARLY AS P❑SSIBLE DURING BIDDING PERIOD. D❑ NOT PROCEED WITH WORK WITH❑UT THE PENETRATI❑NS 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 PROFESSI❑NAL'S DECISI❑N, h. WHERE CONDUITS, 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 ❑THERWISE 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 INT❑ THE BUSHING. SIZE GROUND LUG TO TAKE CONDUCTOR e. # OF PHASES (G3 1) 35G - 2 1 7G ALL W❑RK T❑ BE PEF:F❑RMED ❑N A STRAIGHT TIME NORMAL W❑RKING DAY. SURFACE. WHENEVER SUPPORT CHANNELS ARE CUT, THE BARE METAL SHALL BE C❑LD SIZED ACC❑RDING TO CODE WITH A MINIMUM SIZE OF NO. 12. f. VOLTAGE RATING o. ANY QUESTI❑NS OR DISAGREEMENTS ARISING AS TO THE TRUE INTENT OF THIS SPECIFICATION GALVANIZED. I ❑. WHERE ELECTRICAL METALLIC TUBING IS INSTALLED, THE CONNECTORS AND COUPLINGS SHALL g. CURRENT RATING Surveyor: ❑R THE DRAWINGS ❑R' THE KIND AND QUALITY OF WORK REQUIRED THEREBY SHALL BE BE THE NYLON INSULATED THROAT TYPE AS MANUFACTURED BY THE TH❑MAS & BETTS CO., h. SHORT-CIRCUIT RATING Nathan Taft Corwin DECIDED BY THE ARCHITECT/DESIGN PR❑FESSIONAL, WHOSE INTERPRETATI❑NS THEREOF SHALL G. C❑ORDINATION WITH OTHER TRADES SERIES 5120 AND 4123 RESPECTIVELY, OR AS ACCEPTABLE, ON TUBING LARGER THAN V USE N. UNLESS ❑THERWISE SPECIFIED SHALL E EQUIPPED WITH PLASTIC DESIGNATION PLATE. BE FINAL, C❑NCLUSIVE, AND BINDING ON ALL PARTIES. a. PRI❑R TO STARTING ANY WORK, PURCHASE OF EQUIPMENT, ETC., C❑ORDINATE WORK WITH BONDING L❑CKNUTS AS DESCRIBED ABOVE FOR RIGID CONDUIT. ❑. CIRCUIT BREAKER DEVICES 158G Main Road, p. IN CASE OF DISAGREEIMENT BETWEEN DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER OTHER TRADES. CONFER WITH OTHER CONTRACTORS WHOSE WORK MIGHT AFFECT THIS P. WHERE FLEXIBLE METALLIC C❑NDUIT ❑R TYPE AC OR MC CABLE IS INSTALLED, C❑NNECTORS a. PLASTIC MOLDED CASE. C❑MPLETELY (SEALED ENCLOSURE. TOGGLE TYPE ❑PERATING HANDLE. DOCUMENT ITSELF, THE BETTER QUALITY, GREATER QUANTITY OR MORE COSTLY WORK SHALL INSTALLATI❑N, 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 INDICATI❑N CLEARLY Jame5port, NY 11947 BE INCLUDED IN THE C❑NTRACT PRICE AND THE MATTER REFERRED T❑ THE SEQUENCE AND RELATI❑N TO THE W❑RK AND EQUIPMENT OF ❑THERS, WITH THE BUILDING THOMAS & BETTS CO., SERIES 3110 OR AS ACCEPTABLE, FOR AC OR MC CABLE, INSTALL b. VISIBLE. (G3 I) 727 - 2090 ARCHITECT/DESIGN PROFESSI❑NAL'S ATTENTI❑N FOR DECISI❑N AND/OR ADJUSTMENT. C❑NSTRUCTI❑N AND WITH ARCHITECTURAL FINISH S❑ THAT IT WILL HARM❑NIZE IN SERVICE ANTI-SHORT BUSHINGS AND TERMINATE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTI❑NS, c. THERMAL-MAGNETIC TRIP-FREE, TRIP INDICATING, QUICK-MAKE, QUICK-BREAK, WITH INVERSE q. IF DIRECTED BY THE ARCHITECT/DESIGN PR❑FESSI❑NAL, WITHOUT EXTRA CHARGE, MAKE AND APPEARANCE. IN THE EVENT THERE IS A CONFLICT IN C❑ORDINATI❑N BETWEEN TRADES, SUPP❑RT CABLES PER NEC. TIME DELAY CHARACTERISTICS. SINGLE-HANDLE AND COMMON TRIPPING MULTIP❑LE BREAKERS. REASONABLE MODIFICATI❑NS IN THE LAY❑UT AS NEEDED T❑ PREVENT C❑NFLICT WITH WORK THE OWNER OR HIS REPRESENTATIVE WILL RESOLVE IT. Q. WHERE TERMINATING LIQUID TIGHT FLEXIBLE STEEL CONDUIT (SEALTITE), FITTING ASSEMBLY d. SILVER ALLOY CONTACTS WITH AUXILIARY ARC-QUENCHING DEVICES. ❑F ❑THER TRADES ❑R F❑R PR❑PER EXECUTI❑N ❑F THE W❑RK. SHALL BE SEALI14G TYPE C❑NSISTING ❑F STEEL GLAND, NYL❑N RING AND GR❑UND CONE ❑N THE e. PANELBOARD MUST BE OF THE TYPE IWHICH WILL ACCEPT THE FIELD INSTALLATION OF SHUNT Project Name r. ALL WORK SHOWN IN THE DRAWINGS AND SPECIFICATI❑NS SHALL BE INCLUDED UNDER THE H. DAMAGE TO PROPERTY OUTSIDE AND A IDYL❑N INSULATED THR❑AT FITTING ❑N THE INSIDE. FITTINGS SHALL BE TRIP DEVICES ❑F 60 AMPERES ❑R LESS ON THE BRANCH DEVICES. BASE BID, EXCEPT WHERE THERE IS SPECIFIC REFERENCE TO EXCLUSI❑NS AND INC❑RPORATED a. RESTORE TO ITS ❑RIGINAL C❑NDITION, WITHOUT EXTRA PAYMENT, ANY OF THE OWNER'S THOMAS & BETTS CO., SERIES 5331 OR AS ACCEPTABLE. f. CIRCUIT BREAKERS FOR POWER AND DISTRIBUTION PANELB❑ARDS SHALL HAVE A MINIMUM IN ❑THER QU❑TATI❑N:�. PR❑PERTY THAT BECOMES DAMAGED DUE T❑ THE NEGLIGENCE ❑F EMPLOYEES ❑R 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. 5775 W Mill Road s. THIS SECTION OF THE SPECIFICATIONS COVERS THE ELECTRICAL SYSTEMS OF THE PROJECT. THE CONTRACTORS, SUCH REPAIRS SHALL BE ACCEPTABLE TO THE OWNER. INCLUDE ALL FITTINGS WHICH WILL PREVENT THE SPREAD OF FIRE OR PRODUCTS OF COMBUSTION, NELSON g. CIRCUIT BREAKERS FOR LIGHTING ANb RECEPTACLE PANELBDARDS SHALL HAVE A MINIMUM IT INCLUDES WORK PERF❑RMED 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 APPR❑VED FIRE STOP SYSTEM, INTERRUPTING RATING OF 15,000 AMPS RMS AT 240 VOLTS AC. N❑RMALLY C❑NSIDEREDD AS ELECTRICAL TRADES. S. HIGH AND LOW TENSI❑N FLOOR FITTINGS SHALL MATCH EXISTING FITTINGS. USE NEMA 5-20 h. FOR LIGHTING CIRCUITS PR❑VIDE DEVICES LABELED 'SWD' FOR SWITCHING PURPOSES. t. PR❑VIDE ALL INCIDENTALS, EQUIPMENT, APPLIANCES, SERVICES, H❑ISTING, SCAFF❑LDING, I. SHUTDOWNS C❑NFIGURATION WIRING DEVICE IN HIGH TENSI❑N OUTLET. I. BOLTED TYPE TERMINALS U.L. LISTED FOR EITHER ALUMINUM DR COPPER 75 DEGREES C SUPPORTS, TOOLS, SUPERVISION, LABOR CONSUMABLE ITEMS, FEES, LICENSES, ETC., a. WHEN THE INSTALLATI❑N OF NEW WORK REQUIRES THE SHUTDOWN OF EXISTING ❑PERATING T. LARGE FLOOR BOXES SHALL BE WALKER CATALOG #1WF4-DEINBBN-KC AND SMALL FLOOR BOXES CABLES, Project Addre55 NECESSARY T❑ PR❑VIDE C❑MPLETE SYSTEMS, PERF❑RM START-UP AND CHECKOUT ❑N EACH SYSTEMS, THE C❑NNECTION OF THE NEW WORK SHALL BE PERFORMED ONLY AFTER GIVING AT SHALL BE WALKER CATALOG #WAF2-FDIN-KC. RECEPTACLE DEVICES SHALL BE PRE-WIRED IN J. PR❑VIDE MAIN BREAKERS IN PANELS SERVED FR❑M TRANSF❑RMERS UNLESS SEPARATE ITEM AND SYSTEM T❑ PR❑VIDE FULLY OPERABLE SYSTEMS. LEAST 72 H❑URS N❑TICE TO, AND ❑BTAINING THE WRITTEN AUTHORIZATION OF, THE OWNER. THE FACT❑RY AND SHALL MATCH THE BUILDING STANDARD FL❑OR B❑X WIRING DEVICES. TRANSFORMER SECONDARY PR❑TECTI❑N IS PROVIDED. 57715 W Mill Rd, u. EXAMINE AND COMPARE THE ELECTRICAL DRAWINGS AND SPECIFICATI❑NS WITH THE DRAWINGS U. UNDERGROUND C❑NDUIT SHALL BE PVC SCHEDULE 40, k. LOCATE NEXT TO EACH BREAKER OR ��''ISPACE UNIT AN INDIVIDUAL NUMBER, AND SPECIFICATIONS OF OTHER TRADES, AND REPORT ANY DISCREPANCIES BETWEEN THEM TO J. SHOP DRAWINGS 1. CIRCUIT BREAKERS SERVING C❑MPUTER EQUIPMENT AND THOSE SERVING KITCHEN EQUIPMENT THE ARCHITECT/DESIGN PROFESSI❑NAL AND ❑BTAIN FROM HIM WRITTEN INSTRUCTI❑NS FOR a. SUBMIT REQUIRED OR REQUESTED SHOP DRAWINGS OF ALL EQUIPMENT AND ❑BTAIN WRITTEN 5. CONDUCTORS BENEATH C❑❑KING H❑❑DS SHALL INCLUDE A SHUNT TRIP COIL. M a ttit u c k NY I 1 952 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-THWN FOR FEEDERS AND THHN OR THWN M. SHUNT TRIP BREAKERS SHALL BE SUPPLIED WITH 120 VOLT C❑ILS. PR❑VIDE 120 VOLT MUST BE INCLUDED IN SAID BID. SUBMITTAL TO BE IN DIGITAL FORM (PDF FILE FORMAT). FOR BRANCH CIRCUITS IN CONDUIT. NO WIRE SMALLER THAN #12 AWG SHALL BE USED FOR CIRCUIT FROM NEAREST 120 VOLT PANEL TO C❑IL. WHERE SHUNT TRIP BREAKERS ARE IN v. INSTALL AND CO❑RDINATE THE ELECTRICAL WORK IN COOPERATI❑N WITH OTHER TRADES LIGHT OR POWER SERVICES. ALL BRANCH CIRCUITS MORE THAN 50 FEET LONG SHALL BE #10 EMERGENCY PANELS PR❑VIDE EMERGENCY 120 VOLT SOURCE FOR SAME FROM NEAREST 120 Project Type INSTALLING INTERRELATED WORK, BEFORE INSTALLATI❑N, MAKE PROPER PR❑VISI❑NS TO K. AS-BUILT DRAWINGS FOR THE ENTIRE LENGTH UP T❑ THE FIRST OUTLET. ALL C❑NDUCT❑RS SHALL BE COPPER V❑LT EMERGENCY PANEL. AVOID INTERFERENCES IN A MANNER APPROVED BY THE ARCHITECT/DESIGN PROFESSI❑NAL. a. FURNISH 'AS-BUILT' DRAWINGS C❑NSISTING OF A COMPLETE SET OF AUT❑CAD AND PDF UNLESS SHOWN ETHERWISE. ALL CONTROL CONDUCTORS SHALL BE #14 AWG. C❑NNECTIONS FOR n. PR❑VIDE L❑CKING DEVICE FOR DESIGNATED BREAKERS. SO, SHALL BE MADE IRI3Y HIM ATHIS OWNXPENSE,TRACTOR, CAUSED BY HIS NEGLECT T❑ D❑ ANDMACCURATENMANNER, AN C❑MPLETE RAEC❑RD OF ALL CHANGESIT❑STHED❑RIGINALICATING IDESIGNN A A❑F TERMINATENSTRANDED CONDUCTORSM lOEANDTSMALBER IN SPADEALUGS ❑R AS ACCEPTABLE. P, oGRODUNDH AULTVAC QINTERR PIERS UIPMENT IDE UL LISTED 'HACR' TYPE DEVICES. Renovation w. ALL SPECIAL AND SUPPLEMENTARY C❑NDITI❑NS 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 ❑N THE UNDER THE '❑WNER-C❑NTRACT❑R AGREEMENT' ARE HEREBY MADE A PART OF THESE ❑F H❑ME RUNS IN A C❑MM❑N C❑NDUIT SHALL BE 3. A COMM❑N NEUTRAL MAY BE USED F❑R UP DRAWINGS. CIRCUIT BREAKERS SHALL BE CIRCUIT INTERRUPTING WHICH WILL ❑PERATE SPECIFICATI❑NS, L. INSURANCE TO 3 PHASED CIRCUITS EXCEPT AS ❑THERWISE INDICATED. A SEPARATE NEUTRAL SHALL BE RUN MANUALLY F❑R N❑RMAL SWITCHING FUNCTIONS AND AUT❑MATICALLY UNDER ❑VERL❑AD, SHORT 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-T❑-GROUND FAULT C❑NDITI❑NS, THE ❑PERATING MECHANISM ROV1510115 B. EXAMINATION OF EXISTING C❑NDITI❑NS C. ALL WIRES AND CABLES IN PULL, SPLICE AND CABLE SUPPORT BOXES, IN PANELS AND POINTS SHALL BE ENTIRELY TRIP-FREE S❑ THAT C❑NTACT CANN❑T BE HELD CL❑SED AGAINST AN a. VISIT AND CAREFULLY EXAMINE THOSE P❑RTI❑NS OF THE SITE AND/OR PRESENT BUILDINGS M. TEMPORARY LIGHT AND POWER OF TERMINATI❑N SHALL BE BUNDLED AND LACED BY CIRCUITS AND TAGGED USING NYL❑N ABN❑RMAL OVERCURRENT, SHORT CIRCUIT, OR GROUND FAULT C❑NDITI❑N. THE DEVICE SHALL 07-18-22155UED FOR SCHEMATIC DESIGN AFFECTED BY THIS W❑RK S❑ AS T❑ BEC❑ME FAMILIAR WITH EXISTING CONDUTI❑NS 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 B❑LT-ON TYPE WITH CASE CONSTRUCTI❑N AND SHALL BE INTERCHANGEABLE WITH DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THE WORK, BEFORE SUBMITTING C❑NSTRUCTION AREAS, IN ACCORDANCE WITH NATI❑NAL ELECTRICAL CODE AND ACCEPTED IDENTIFY CABLES AND PIECES OF EQUIPMENT SERVED, TAGS SHALL BE T&B 'TY-RAP' OR STANDARD 1P BREAKERS UTILIZED IN THE PANELB❑ARD, 1 1 -04-22 15SUED FOR PERMIT PROPOSALS, C❑NTRAC:TOR SHALL CAREFULLY EXAMINE THE PRESENT LIGHTING AND STANDARDS ESTABLISHED BY ❑.S.H.A. ENERGY COSTS WILL BE BORNE BY THE OWNER, 'E-Z-CODE' OR PS ACCEPTABLE. Q. INSTALLATION RECEPTACLE INSTALLrTI❑N METHODS WHICH ARE T❑ BE EXTENDED FOR THE NEW WORK. D. ALL WIRING AND CABLE SHALL BE COLOR CODED AS FOLLOWS, a. MOUNT ALL PANELS AT A MAXIMUM H IGHT OF 6 FEET 6 INCHES TO TOP UNLESS ❑THERWISE b. SUBMISSI❑N OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATI❑N HAS N. TESTING PHASE COLOR NOTED, BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, ❑R 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 EXAMINATI❑N W❑RK PR❑PERLY AND BE LEFT IN PERFECT ❑PERATING 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 DISCL❑SED BY THESE TESTS WITH❑UT 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 ADDITI❑NAL COST TO THE OWNER, REPEAT TESTS ON REPAIRED OR REPLACED WORK, ALL NEUTRAL WHITE OR GRAY GRAY OR WHITE d, PLUG ALL KNOCKOUTS REMOVED AND IN❑T UTILIZED. a. ALL WORK SHALL BE DONE AS EXPEDITIOUSLY AS P❑SSIBLE AND IN SUCH A MANNER AS NOT CODE CARDS, MODULES, ETC. EQUIPMENT GROUND GREEN GREEN e. PR❑VIDE NAMEPLATE AND FILL OUT PANEL DIRECTORY. FOR REMODEL WORK OR CHANGES, T❑ CAUSE INTERFERENCE ❑R 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 DIRECT❑RY. SCHEDULE F❑R REVIEW AND APPROVAL, THE CONTRACTOR SHALL NOT OBSTRUCT ENTRANCES ❑. SEISMIC REQUIREMENTS CIRCUMFERENTIAL COMPRESSI❑N C❑NNECT❑RS AS MANUFACTURED BY THE TH❑MAS & BETTS CO,, f. PR❑VIDE GR❑UNDING AND BONDING JUMPERS PER SECTION 16140 AND AS INDICATED ON THE - ❑R PASSAGES ON THE OWNER'S PREMISES. a. ALL EQUIPMENT SHALL BE BOLTED TO STRUCTURE TO ALLOW FOR MINIMUM 0.513 OF SERIES 54000 OR AS ACCEPTABLE, EXCEPT IN MOT❑R C❑NTR❑LLERS, SWITCHES AND DRAWINGS. b. TRANSPORTATI❑N OF 1ATERIAL INT❑ AND THROUGH THE BUILDING WILL BE SUBJECT TO ACCELERATION. LIFE SAFETY EQUIPMENT AND PIPING SHALL BE BOLTED TO STRUCTURE TO PANELBDARDS WHERE LUGS CANNOT BE CHANGED. USE MANUFACTURER'S RECOMMENDED T❑❑LING R. BALANCING REVIEW AND APPROVAL OF THE OWNER AND MAY BE LIMITED TO RESTRICTED TIMES. ALLOW FOR LOG OF ACCELERATION. BOLT P❑INTS AND DIAMETER OF INSERTS SHALL BE TO APPLY. a. ALL BRANCH CIRCUITS SHALL BE BALANCED AT THEIR RESPECTIVE PANEL T❑ 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 L❑AD APPLIED. MATERIALS, RUBBISH, ETC, AT SUCH TIMES WHEN IT IS C❑NVENIENT TO THE OCCUPANTS OF EQUIPMENT AND CERTIFIED BY A LICENSED CIVIL ❑R STRUCTURAL ENGINEER. SHRINKABLE INSLLATI❑N, RAYCHEM OR TH❑MAS & 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 PR❑VIDE LABOR TO HANDLE MATERIALS IN AND ❑UT OF THE ELEVATOR AND OUT ❑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, C❑NNECTI❑NS, 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 MOUNTING ACCESS❑RIES, ADAPTERS ANDALL ❑THER MATERIALS, EQUIPMENT AND LAB❑R REQUIREMENT FR❑M SUPPORT APPLIES. ❑F FIRE ❑R PRODUCTS OF COMBUSTI❑N. SLEEVES SHALL BE NELSON ELECTRIC 'MULTI-CABLE NECESSARY FOR A C❑MPLETE ELECTRICAAL INSTALLATION. D. GUARANTEE c. INSTALL SEISMIC RESTRAINING SYSTEM TYPE II, TAUT FOR OVERHEAD SUSPENDED UNISOLATED TRANSIT', NELS014 'FLAMESEAL' OR AS ACCEPTABLE, B. INSTALL ELECTRIC OUTLETS VERTICALLY UNLESS NOTED T❑ 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 DEFLECTI❑N FOR IS❑LATED SYSTEMS. NOTED. THOSE LOCATED ON INTERIOR COLUMNS SHALL BE CENTERED LATERALLY. ❑F FINAL ACCEPTANCE= DF THE INSTALLATI❑N AND ANY P❑RTI❑NS OF THE W❑RK WHICH d. SEISMICALLY RESTRAIN ALL C❑NDUITS WITH CENTER BRACING OR TYPE II RESTRAINING 6. PANELBDARDS C. PROVIDE FLOOR JUNCTION BOXES WITH FL❑❑RING OR CARPET HOLDERS T❑ SATISFY FINISHED - DEVEL❑P DEFECTS DURING THAT TIME SHALL BE REPLACED ❑R REPAIRED IN A MANNER SYSTEM IN ACC❑RDANCE WITH SMACNA GUIDELINES TD C❑MPLY WITH THE LATEST ADDITI❑N A. PROVIDE COMPLETE PANELBDARDS, FLOOR C❑NDITIONS, SATISFACT❑RY TO THE OWNER, OF THE B❑CA 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 F❑LLOWING, C. SUBJECT TO C❑MPLIANCE WITH REQUIREMENTS, PR❑VIDE CIRCUIT BREAKERS C❑MPATI13LE WITH SHALL MATCH THE BUILDING STANDARD IPRESENTLY IN USE. PERI❑D SHALL BE TURNED OVER TO THE OWNER. e.a. C❑NDUIT IN MECHANICAL EQUIPMENT RDDM THAT IS LESS THAN 1-1/4, INTERNAL DIAMETER. EXISTING PANELBOARDS, E. M❑UNTING HEIGHT OF C❑NVENIENCE RECEPTACLES SHALL BE 18' A.F.F., UNLESS ❑THERWISE c. REPLACE OR REPAIR "TO THE SATISFACTI❑N 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 C❑MPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING NOTED. THE BUILDING OR ITS CONTENTS ❑R T❑ THE W❑RK ❑F ❑THER TRADES IN C❑NSEQUENCE ❑F e.c. ALL CONDUIT SUSPENDED BY INDIVIDUAL HANGERS 12' IN LENGTH ❑R LESS FR❑M THE T❑P MANUFACTURERS, SQUARE D, SIEMENS, GENERAL ELECTRIC, EATON, CUTLER HAMMER, F. WHERE COUNTER AREAS C❑NFLICT WITH RECEPTACLES, MOUNT RECEPTACLES ABOVE BACK WORK PERFORMED IN FULFILLING GUARANTEE. ❑F THE PIPE T❑ THE BOTTOM OF THE STRUCTURAL SUPP❑RT FOR THE HANGER. E. PROVIDE PANELBDARDS CONSISTING OF AN ASSEMBLY OF BRANCH CIRCUITS SWITCHING AND SPLASH. d. THIS ARTICLE IS GENERAL IN NATURE AND WILL NOT WAIVE STIPULATI❑NS 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 FLOORS. ALL OTHER THAT SPECIFY GUARANTEE PERI❑DS IN EXCESS ❑F ❑NE C1) YEAR. IN THE EVENT DEFAULT ON TRANSFORMERS, SWITCHGEAR, EMERGENCY GENERATORS, ETC, MOUNTED INSIDE A DEAD FRONT ENCL❑SURE. PR❑VIDE THE NUMBER AND SIZE OF THESE BRANCH ❑UTLET B❑XES SHALL BE SHEET STEEL AND GALVANIZED. FLOOR BOXES SHALL BE ADJUSTABLE THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND THIS GUARANTEE, THE OWNER MAY HAVE SUCH WORK DONE AS REQUIRED & CHARGE THE COST g. ALL CEILING-M❑UNTED LIGHTING FIXTURES ARE TO BE INDEPENDENTLY HUNG AND CABLE CIRCUIT DEVICES AS INDICATED BY THE CIRCUITING, ON THE DRAWINGS, AND IN THE TYPE. TO THE CONTRACTOR. BRACED UTILIZING S.R. TYPE III CABLES. FIXTURE, PART OF LIGHTING GRIDS SHALL MEET SCHEDULES, LOCATI❑NS OF CIRCUIT BREAKERS SHALL BE AS INDICATED IN THE SCHEDULES, H. ALL WIRING DEVICES SHALL I SPECIFICATION GRADE. DECORATOR TYPE SHALL BE PR❑VIDED AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. e. THE DATE OF ACCEPTANCE SHALL BE THE DATE OF FINAL PAYMENT BY THE OWNER OR LOCAL C❑DES F❑R SUSPENSI❑N AND BE F❑UR-P❑INT INDEPENDENTLY CABLE BRACED TO DECK F. POWER AND DISTRIBUTION PANELB❑ARDS - CIRCUIT BREAKER TYPE - I-LINE IN FINISHED AREAS. DECORATOR TYPE SHALL BE PR❑VIDED WITH MATCHING PLATES, HEAVY N❑TICE ❑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 V❑LTAGE AND AMPERAGE SHOWN, 3 PHASE, 4 WIRE, 44,000 AMPS AIC DUTY DEVICES SHALL C❑NF❑RM T❑ NEMA STANDARD WD-1. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A CLIPS SHALL SECURE FIXTURE T❑ T-BAR CONSTRUCTION. MINIMUM UNLESS SHOWN ❑THERWISE, DEAD FRONT, CIRCUIT BREAKER TYPE, WITH MAIN I. ALL LOCAL SWITCHES EXCEPT AS ❑THERWISE INDICATED SHALL BE TOGGLE TYPE 20 AMPERE, VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. E. LAWS, ❑RDINANCES, PERMITS AND FEES CIRCUIT BREAKER OR MAIN LUGS ❑NLY AS SHOWN, COPPER BUS, FULLY RATED NEUTRAL AND 120-277V CAPACITY WITH FULLY ENCLOSED C❑MPOSITION CASES. SWITCHES SHALL BE LEVIT❑N a STATE EDUCATION LAW.. SHOULD ANY CHANGE IN DRAWINGS ❑R SPECIFICATIONS BE REQUIRED T❑ COMPLY WITH 2. ALTERATIONS GROUND BARS, NEMA TYPE 1 ENCLOSURE AND SURFACE TRIM. BLANK CIRCUIT BREAKER SPACES 5621-2 F❑R DEC❑RATER TYPE AND HUBBELL HBL 1221 F❑R COMMERCIAL TYPE, DR AS GOVERNMENTAL REGULATI❑NS, THE CON-RACT❑R SHALL N❑TIFY 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. PROFESSI❑NAL PRIOR T❑ EXECUTI❑N ❑F 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 ❑THERWISE Drawing Title ACCORDING TO THE RE.QUIREMENTS OF SUCH C❑DE IN ACC❑RDANCE WITH THE INSTRUCTION ❑F COMPLETELY ❑N THE DRAWINGS, SOME REM❑VACS AND RELOCATI❑NS OF EXISTING ELECTRIC a. LIGHTING AND RECEPTACLE PANELS SHALL BE ❑F THE VOLTAGE, AMPERAGE AND NUMBER ❑F ON DRAWINGS. DECORATOR TYPE SHALL 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 SATISFACT❑RY PERFORMANCE OF THIS AND ❑THER TRADES. TAKE POSITIONS SHOWN, 3 PHASE, 4 WIRE, 10,000 kAIC MINIMUM UNLESS SHOWN ❑THERWISE, SHALL BE HUBBELL HBL 5462 ❑R AS APPR❑VED ACCEPTABLE. b. THE PROVISI❑NS OF :STANDARDS, CODES, LAWS, ❑RDINANCES, ETC., SHALL BE C❑NSIDERED INT❑ C❑NSIDERATI❑N IN PR❑POSAL 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 C❑NFLICT BETWEEN THEIR PUBLISHED REQUIREMENTS, C. MAINTAIN CONTINU❑US SERVICE ON FEEDERS, CIRCUITS OR PARTIAL CIRCUITS, AND OUTLETS COPPER BUS, FULLY RATED NEUTRAL AND GROUND BARS, NEMA TYPE 1 ENCL❑SURE AND ACC❑RDANCE WITH THE EXISTING BUILDING STANDARDS, THE ARCHITECT/DESICIN PROFESSI❑NAL SHALL DETERMINE WHICH IS TO BE FOLLOWED AND AFFECTED BY THIS WORK, EXCEPT WHERE OWNER GIVES WRITTEN PERMISSION FOR OUTAGE FOR SURFACE ❑R FLUSH TRIM AS SHOWN. IN MAIN CIRCUIT BREAKER PANELS, THE MAIN CIRCUIT L. NEW WIRING DEVICE PLATES SHALL COORDINATE WITH ARCHITECT AND ❑WNER T❑ MATCH HIS DECISI❑N SHALL BE BINDING. SPECIFIC REQUIREMENTS OF THIS SPECIFICATI❑N OR THE SPECIFIED TIME, ALL WORK REQUIRING SHUT DOWN OF EXISTING SYSTEMS SHALL BE PERFORMED BREAKER SHALL BE SEPARATE FROM AND N❑T MOUNTED IN FEEDER BREAKER P❑SITI❑NS. EXISTING BUILDING STANDARDS. USE ONLY ALUMINUM TAP, SUPP❑RT AND PULL BOXES WITH DRAWINGS, WHICH EXCEED THE PUBLISHED REQUIREMENTS, SHALL TAKE PRECEDENCE OVER ON OVERTIME AT HOURS AS APPROVED BY THE ❑WNER AND AT N❑ ADDITIONAL COST TO THE H. INTERIORS ALUMINUM C❑NDUIT. ALL STEEL BOXESHALL BE PRIMED AND FINISHED IN GRAY ENAMEL. 5PECIf ICATION5 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. NATI❑NAL FIRE PR❑TECTI❑N ASS❑CIATION (NFPA) STANDARDS OF THE ISSUE IN EFFECT ON WORK IN A MANNER T❑ MINIMIZE SHUTDOWN TIME. CIRCUIT DEVICES. 8. DISC❑NNECTS SCTM# 1000-I OG-G-3 APP No: DATE OF THE INVITATION FOR BIDS SHALL F❑RM A PART ❑F THIS SPECIFICATI❑N, 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 THEY CONFLICT WITH LOCAL C❑DES, COMPLETI❑N, CURRENT CARRYING PART TO A MAXIMUM ❑F 65 DEGREES C ABOVE AN AMBIENT OF 40 ❑N DRAWINGS ❑R REQUIRED BY C❑DE, D SC❑NNECTS 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 SCDHS No.: JM2 #: 2022-OG42 REC❑MMENDATI❑NS OF THE NATIONAL FIRE PR❑TECTION ASS❑CIATI❑N, WITH ALL UNLESS SPECIFIED AS RETURNABLE TO THE OWNER) IN WHICH CASE, REMOVE WITHOUT DAMAGE c. BUS BARS DRILLED TO PERMIT BRANCH CIRCUIT DEVICES OF ALL SIZES AND NUMBER OF FOR SERVICE AND PR❑VIDED WITH NEUTRAL C❑NNECTI❑N. REQUIREMENTS ❑F L❑C:AL UTILITY C❑MPANIES, WITH THE REC❑MMENDATI❑NS OF THE FIRE ALL SUCH EQUIPMENT AND TURN ❑VER AND DELIVER T❑ OWNER AT L❑CATION DESIGNATED BY POLES TO BE INTERCHANGEABLE AND INSTALLED IN ANY SPARE SPACE OF SUFFICIENT SIZE, B. PROVIDE QUICK-MAKE, QUICK-BREAK MECHANISM, SINGLE THROW WITH EXTERNAL ❑PERATING INSURANCE RATING ORGANIZATI❑N HAVING JURISDICTION, AND WITH THE REQUIREMENTS OF THE OWNER, ALL REQUIREMENTS OF GOVERNING AUTH❑RITIES SHALL BE C❑MPLIED WITH IN THE WITHOUT DISTURBING ADJACENT UNITS) WITHOUT REM❑VING MAIN BUS OR BRANCH CIRCUIT HANDLE MECHANICALLY INTERL❑CKED WITH ENCL❑SURE C❑VER T❑ PR❑VIDE NORMAL ACCESS T❑ Planning #: _ DATE: 5/3/2022 ALL GOVERNMENTAL DEPARTMENTS HAVING JURISDICTI❑N. REMOVING AND DISPOSING OF ALL AND ANY MATERIALS ENCOUNTERED, INCLUDING BALLASTS, CONNECTORS AND WITHOUT MACHINING, DRILLING, OR TAPPING IN THE FIELD. INSIDE ❑F ENCLOSURE WHEN DISC❑NNECT IS IN OFF P❑SITI❑N ONLY AND WITH MEANS TO e. AT THE C❑MPLETI❑N ❑F THE WORK, THE CONTRACTOR SHALL SECURE AND DELIVER TO THE LAMPS, SMOKE DETECT❑RS, BATTERIES AND ANY ❑THER MATERIALS WHICH REQUIRE RECYCLING d. ARRANGE BUS IN SEQUENCE OR DISTRIBUTED PHASING SO THAT MULTI-P❑LE CIRCUIT BREAKER BYPASS THE MECHANICALLY INTERL❑CKED D❑❑R AND HANDLE. SEALS SIGNATURE: DESIGNED BY: Jh ARCHITECT/DESIGN PR❑FESSI❑NAL, 'CERTIFICATE OF APPROVAL' FROM THE VARI❑US LOCAL OR SPECIAL HANDLING AND DISPOSAL. CAN REPLACE ANY GR❑UP OF SINGLE CIRCUIT BREAKERS ❑F THE SAME SIZE. C. PR❑VIDE MEANS TO LOCK THE ❑PERATING HANDLE IN THE OPEN AND CLOSED POSITI❑N. VILLAGE, TOWN, COUNTY, CITY, STATE BUREAUS, FIRE MARSHAL, FIRE UNDERWRITERS, LOCAL F. CUT BACK TO FLOOR, WALL, OR CEILING AND PLUG ENDS OF CONCEALED CONDUITS MADE e. FULL-SIZE (100%-RATED) INSULATED NEUTRAL BARS SHALL BE INCLUDED FOR PANELBOARDS DESIGNATE ON THE ENCLOSURE THE ❑PEN AND CL❑SED P❑SITI❑N ❑F THE OPERATING HANDLE, BUILDING DEPARTMENT AND ALL DEPARTMENTS HAVING JURISDICTION. OBSOLETE BY ALTERATI❑NS TO PERMIT REFINISHING SURFACES. REMOVE EXPOSED C❑NDUITS, SHOWN WITH NEUTRAL, NEUTRAL BUSING SHALL HAVE A SUITABLE LUG FOR EACH ❑UTG❑ING D. SWITCHES SHALL BE HEAVY DUTY TYPE. CHECKED BY: Ae5 f. INCLUDE IN THE WORK, WITH❑UT EXTRA COST TO THE OWNER, ANY LABOR, MATERIALS, WIREWAYS, OUTLET BOXES, HANGERS AND DEVICES MADE OBSOLETE BY THIS WORK UNLESS FEEDER REQUIRING A NEUTRAL C❑NNECTION, 200%-RATED NEUTRALS SHALL BE SUPPLIED FOR E. SWITCHES SHALL BE OF THE DOUBLE STATI❑NARY CONTACT TYPE WITH ARC-QUENCHING DEVICE ()F NEtV SERVICES, APPARATUS, DRAWINGS, (IN ADDITION TO CONTRACT DRAWINGS AND DOCUMENTS) IN DESIGNATED SPECIFICALLY TO REMAIN. PANELS DESIGNATED ON DRAWINGS WITH ❑VERSIZED NEUTRAL CONDUCT❑RS AND PANELS ❑N EACH POLE FOR DISCONNECTS RATED ABOVE 250 VOLTS. 1' � R.S o SCALE: As mdIcated 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 TRANSF❑RMERS, F. SWITCHES SHALL BE FUSIBLE OR UNFUSIBLE AS SHOWN ON THE DRAWINGS AND/OR AS V. Q�`N �, ` WHETHER OR N❑T SHO WN ON DRAWINGS AND/OR SPECIFIED.(7) GIVE ALL NECESSARY N❑TICES, TRADE MAY REMAIN) HOWEVER, WIRING SHALL BE REMOVED FROM PANELBDARDS OR SOURCE OF f. PROVIDE MINIMUM 25% RATED N❑N-INSULATED GROUND BUS IN EACH PANELB❑ARD, CONNECT TO REQUIRED. {'�I C?, . ' ❑BTAIN ALL PERMITS AND PAY ALL G❑VERNMENTAL TAXES, FEES, AND ❑THER C❑STS IN POWER 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 C❑MPLETE WITH CLASS 'RK-5' OR 'L' FUSES AS REQUIRED. * 'T I , d * DWG No: CONNECTION WITH THE WORK) FILE ALL NECESSARY PLANS, PREPARE ALL DOCUMENTS, AND H. NOT USED, 208Y/120V PANELBDARDS PROVIDE AN ADDITIONAL IS❑LATED GROUND BUS WHERE REQUIRED. H. ALL SWITCHES IN INDOOR, DRY LOCATIONS SHALL BE MOUNTED IN NEMA TYPE I ENCLOSURES, f- 11r 0 w ❑BTAIN ALL NECESSARY APPR❑VALS ❑F ALL GOVERNMENTAL DEPARTMENTS HAVING I. ALL EXISTING PANELS AFFECTED SHALL HAVE THEIR DIRECTORIES CORRECTED FOR NEW WORK, L ENCLOSURE � i ` JURISDICTI❑N) OBTAIN ALL REQUIRED CERTIFICATES OF INSPECTI❑N FOR THE WORK AND AND EXISTING REMAINING CIRCUITS VERIFIED. NEW TYPEWRITTEN DIRECT❑RIES SHALL BE a. CODE GAUGE STEEL BOX GALVANIZED. 9. LIGHTING FIXTURES 0 �" °'4 Im ram, DELIVER TO THE ARCHITECT BEFORE REQUEST FOR ACCEPTANCE AND FINAL PAYMENT FOR PR❑VIDED. 11,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 THE WORK. J. WHERE RELOCATI❑NS, EXTENSI❑NS, OR ADDITI❑NS ARE REQUIRED ON EXISTING ALARM SYSTEM, c. FLUSH MOUNTED IN FINISHED AREAS AND WHERE INDICATED. SURFACE MOUNT ELSEWHERE, LOCATI❑N SHOWN, FOR EXACT L❑CATIONS AND TYPES, REFER TO DRAWINGS WITH SCHEDULE 11 053A5r:I, g. THE CONTRACTOR SHALL ESTABLISH, ENFORCE AND IMPLEMENT ALL SAFETY, HEALTH AND I.E., STATI❑NS, GONGS, HORNS, SPEAKERS, STROBE LIGHTS, SMOKE HEADS, SPRINKLER VALVES, d. ALL CABINETS SHALL INCLUDE AMPLE CONCENTRIC KN❑CK❑UTS ❑N T❑P, BOTTOM, SIDES, AND B. FIXTURE MOUNTING ARRANGEMENTS SHALL C❑NFORM T❑ ALL APPLICABLE C❑DES, AND SHALL BE '�'� 14 ENVIR❑NMENTAL PROTECTION MEASURES DURING PERFORMANCE ❑F THE W❑RK C❑NSISTENT ETC., THE EXISTING EQUIPMENT SHALL EITHER BE REFURBISHED OR REPLACED AS REQUIRED, BACK, AS ACCEPTABLE T❑ THE ARCHITECT. E = 701 �FJ:551� WITH THE REQUIREMENTS OF THE WILL IAMS-STEIGER ❑CCUPATI❑NAL SAFETY AND HEALTH ACT WHERE ADDITI❑NAL ZONES, PULL STATI❑NS, HORNS, STROBE ARE INDICATED OR REQUIRED, THE C. LIGHTING FIXTURES AND LAMPHDLDERS HALL BEAR U.L. LABEL) 9' -,If Ir, II' I I I I'll .('f' I M I f ,. I :f I 11 - - I I I q I'I II II 71 I i ' I I' I'!11111I I"I''1'II 11 III' '1' I III H I• "I 1111 11'r RI'IIAIIPI6I III I I IT I I I J1 --I LI I "It is a violation of the State Education Law for any person, Architect of Record: D. INCANDESCENT LAMPHOLDERS ALSO SHALL BE CSA LISTED. unless he or she is acting under the direction of a licensed 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 ELECTR❑NIC RAPID START BALLASTS BY MOTOROLA SERIES RN T8/T12 iLL OR AS drawing and/or in this specification in anyway. If any such APPROVED, Item is altered, the altering engineer shall affix to the Item his or her seal and the notation "altered by" followed by his J 1\01 2 10. GR❑UNDING & BONDING or her signature and the date of such alteration, and a A. CONNECT SYSTEM COMPONENTS MECHANICALLY AND ELECTRICALLY TO PR❑VIDE AN INDEPENDENT specific description of the alteration." �lC,RETURN PATH TO GR❑UND ELECTRODE. This plan is approved only for the work indicated on the itecture�•r P.C. B. USE EX❑THERMIC WELDING PROCESS FOR INACCESSIBLE C❑NNECTIONS, application specification sheet. all other matters are not to be C. EXTEND EXISTING SYSTEM GROUND TO INCLUDE ALL THE ELECTRICAL WORK IN THE SCOPE OF relied upon, or to be considered as either being approved or THIS ALTERATION, in accordance with applicable codes JM2 ARCHITECTURE PC . D. GROUND EACH GENERAL PURPOSE TRANSFORMER BY RUNNING A CONDUCTOR FROM THE 2410 NORTH OCEAN AVENUE TRANSFORMER NEUTRAL TO A LUG WELDED OR BRAZED TO THE INTERIOR OF THE ENCL❑SURE, E. RUN CABLE FROM THIS LUG TO NEAREST BUILDING MAJOR STRUCTURAL MEMBERi OR, IF NOT SUITE 3OO READILY AVAILABLE, TO THE NEAREST 1-1/2' OR LARGER COLD WATER PIPE AS DESCRIBED ABOVE, EXCEPT USE ONLY A SINGLE PIPE CLAMP, FARMINGVILLE, NY, 1 1738 F. IN RAISED FLOOR AREAS, ALSO GROUND TO RAISED FLOOR, WHERE FLEXIBLE METALLIC C❑NDUIT T 631 .320.3305 F� 631 .320.3307 IS USED, INSTALL AN INTERNAL BONDING CONDUCT❑R.WHERE AN IS❑LATED GROUND SYSTEM IS USED, RUN AN A:DDITI❑NAL CONDUCTOR FOR THE IS❑LATED AND EQUIPMENT GR❑UNDS, G. GROUND MOTORS BY C❑NNECTING A CONDUCTOR FROM A GR❑UNDING BUSHING IN THE STARTER To Applicant: THE MOTOR FRAME, INSTALL CONDUCTOR IN THE C❑NDUIT WITH THE CIRCUIT CONDUCTORS AND TERMINATED IN THE MOTOR C❑NNECTION BOX PR❑VIDING THE TERMINAL IS MECHANICALLY Anthony Martignetti CONNECTED TO THE FRAME. H. RUN ADDITI❑NAL GROUND CONDUCTOR IN PRIMARY AND SECONDARY C❑NDUITS TO TRANSFORMERS 8 East 92nd St, Apt 3 AND TO ALL EQUIPMENT CONNECTED BY FLEXIBLE CONDUIT TO IMPR❑VE GR❑UNDING OF FLEXIBLE C❑NDUIT. New York, NY 10 128 (917) 535 - 3777 Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 Farmingville, NY, 1 1738 (631) 320 - 3305 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 1 1779 (63 I) 356 - 2176 5 u rveyo r: Nathan Taft Corwin 1586 Main Road, Jame5port, NY 1 1947 (631) 727 - 2090 Project Name 5775 VV Mill Road Project Address 5775 W Mill Rd, Mattituck, NY 1 1952 Project Type Renovation Revisions 07-18-22 ISSUED FOR SCHEMATIC DESIGN 1 1-04-22 ISSUED FOR PERMIT THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 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 TAW. Drawing Title ELECTRICAL 5PECIfICATION5 SCTM# 1000-106-6-3 APP No: SCDHS No.: JM2 #: 2022-OG42 Planning #: _ DATE: 5/3/2022 SEAL SIGNATURE: DESIGNED BY: Jh CHECKED 6Y: AR5 Say SCALE: A5 indicated 0 * DWG No: UJ riw � ar �OFLSS101 UE = 702 III 1 "I 11 I1' I'I'I'7 1 : 1 IF IT iinm^1IT!ITTI 17M 01 i 1111 ioii1icr ornnr 1 0111ne1111,111 ,ire 1 1 o "It is a violation of the State Education Law for any person, Architect of Record: 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 li ACS DR ACCESS DOOR FPS FEET PER SECOND REQD hC��l seal and the notation "altered by" followed by his �— - EXISTING CW PIPING TO REMAIN �--�I C.O. CLEANOUT -DIa- TRIPLE DUTY VALVE © GAS DETECTOR AFF ABOVE FINISHED FLOOR FT FEET RPM RE2 VOL r ignaWR� Ind thetiontof f such alteration, and a �+,�+ ,�+ on." R VILIA EXISTING CW PIPING TO BE REMOVED CODP CLEANOUT DECK PLATE ACS PNL ACCESS PANEL FLD FUNNEL DRAIN RD RdVis MAINs approved only for the work indicated on the U '�+ a �4ture P.C. �� 3-WAY VALVE TH TEMPERATURE AND HUMIDITY RECORDER AUTO AUTOMATIC G GAS RM ° lg ication specification sheet. all other matters are not to be ' I upon, or to be considered as either being approved or EXISTING HW PIPING TO REMAIN COWP CLEANOUT WALL PLATE �—-- —� BFP BACKFLOW PREVENTER GA GAUGE RIND in accordance with applicable codes. JM2 ARCHITECTURE PC AUTOMATIC CONTROL VALVE LIQUID DETECTOR BLDG BUILDING GC GENERAL CONTRACTOR RPZ REDUCED PRESSURE ZONE DEVICE 2410 NORTH OCEAN AVENUE �� EXISTING HW PIPING TO BE REMOVED F&T TRAP _ LD O PRESSURE GUAGE BOP BOTTOM OF PIPE GAL GALLON SAN SANITARY SUITE 300 LOW PRESSURE DRIP BTU BRITISH THERMAL UNIT - - - EXISTING HW RETURN PIPING TO REMAIN BALL VALVE GPH GALLONS PER HOUR SK SINK FARMINGVILLE, NY, 1 1738 L 0 FLOW SWITCH BTUH BTU PER HOUR GPM GALLONS PER MINUTE SS SERVICE, SLOP SINK T 1631 .320.3305 FI 631 .320.3307 EXISTING HW RETURN PIPING TO BE REMOVED �) UNION BASKET STRAINER It CENTERLINE HT HEIGHT SF, Cp SQUARE FEET Q THERMOMETER CHR PL CHROME PLATED HB HOSE BIB SOV SHUT-OFF VALVE Applicant: EXISTING SANITARY, WASTE PIPING UNDERGROUND TO REMAIN STRAINER BUTTERFLY VALVE E ELECTRIC PNEUMATIC SWITCH CLG CEILING HW HOT WATER ST PR STATIC PRESSURE Anthony Martignetti � P CO CLEAN OUT HWR HOT WATER RETURN SPEC SPECIFICATION 8 East 92nd 5t, Apt 3 FHB HOSE BIBS EXISTING SANITARY, WASTE PIPING UNDERGROUND TO BE REMOVED CHECK VALVE PE PNEUMATIC ELECTRIC SWITCH CODP CLEAN OUT DECK PLATE HWS HOT WATER SUPPLY SST STAINLESS STEEL New York, NY 10 128 �FFHB FROST FREE HOSE BIBB COWP CLEAN OUT WALL PLATE HR HOUR SD STORM DRAIN (917) 535 - 3777 - - - - - -� EXISTING WASTE VENT PIPING TO REMAIN -�� FLOW CONTROL VALVE ESAP ENVIRONMENTAL SENSOR ALARM PANEL COD CONTINUED ON DRAWING HZ FREQUENCY SEP TNK SEPTIC TANK EXISTING WASTE VENT PIPING TO BE REMOVED ❑0 FD FLOOR DRAIN CW COLD (DOMESTIC) WATER IN INCH OR INCHES TBR TO BE REMOVED Architect Of Record CU FT CUBIC FEET IPS IRON PIPE SIZE TEMP TEMPERATURE JM2 Architecture, PC —I I— FLEXIBLE CONNECTION -� GATE VALVE UIPM NEW C1N PIPING E CU IN CUBIC INCHES IW INDIRECT WASTE TOS TOP OF STEEL 24 10 North Ocean Ave, Suite 300 �— - —S ENT AUTOMATIC AIR VENT - - GLOBE VALVE _g D DROP IW SP Farmm INDIRECT WASTE STANDPIPE TYP TYPICAL 9 ville, NY, 11738 NEW HW PIPING 0 PUMP DEMO DEMOLITION INV INVERT ELEVATION UNO UNLESS NOTED OTHERWISE (631) 320 - 3305 CAPPED PIPE DF DRINKING FOUNTAIN KW KILOWATT V VENT 4—------5 NEW HW RETURN PIPING � MOTOR OPERATED VALVE PUMP DIA, 0 DIAMETER LAV LAVATORY VTR VENT THROUGH ROOF MEP E n 9 I n ee r NEW SANITARY, WASTE PIPING �Y, FILD FUNNEL DRAIN D ;1 DIN DOWN LAVH LAVATORY HANDICAPPED W WASTE Emtec Consulting Engineers DPC DWG DRAWING L LENGTH W/ WITH 3555 Veterans Memorial Highway, Suite M 5— ---5 NEW SANITARY, WASTE PIPING UNDERGROUND �� TRAP OUTSIDE SCREW YOKE -�- METER DP DISTRIBUTION POOL LBS POUNDS W/0 WITHOUT Ronkonkoma, NY 1 1779 -�g� PLUG VALVE 5------ NEW WASTE VENT PIPING EA EACH LF LINEAR FEET WCV WATER CLOSET FLUSH VALVE TYPE (63 I) 356 - 2 176 DOUBLE CHECK VALVE EC ELECTRICAL CONTRACTOR LP LEACHING POOL WCVH WATER CLOSET FLUSH VALVE TYPE HANDICAPPED Surveyor: �—GAS—� NEW GAS PIPING (LOW PRESSURE) RP -�- PRESSURE REDUCING VALVE REDUCED PRESSURE ZONE VALVE ANNOTATION EJ SEWAGE EJECTOR DISCHARGE M METER WCT WATER CLOSET FLUSH TANK TYPE Nathan Taft Corwin SD NEW STORM DRAINAGE PIPING _ CONNECT TO EXISTING EL ELEVATION MAX MAXIMUM WCTH WATER CLOSET FLUSH TANK TYPE HANDICAPPED 158G Main Road, SHUTOFF BALANCING VALVE� ELEC ELECTRIC MBH THOUSAND BTU PER HOUR WC WATER COLUMN Jamesport, NY 1 1947 V—S NEW VACUUM PIPING Rp � ROOF DRAIN LIMIT OF REMOVAL EMER SHR EMERGENCY SHOWER MC MECHANICAL CONTRACTOR WG WATER GAUGE �—IN NEW NITROGEN PIPING SOLENOID VALVE (63 I) 727 - 2090 EQ EQUAL MIN MINIMUM WH HOT WATER HEATER �—0 NEW OXYGEN PIPING EWC ELECTRIC WATER COOLER NFPA NATIONAL FIRE PROTECTION ASSOC. WMS WIRE MESH SCREEN �,V FIXTURE TYPE Project Name 4--HG—S NEW HIGH PRESSURE GAS PIPING PRESSURE RELIEF VALVE 1 NO. OF FIXTURE UNITS EXIST EXISTING INC NORMALLY CLOSED EXP EXPANSION TANK NIC NOT IN CONTRACT 5 775 W Mill Road �—IW —i NEW INDIRECT WASTE PIPING -F DEGREES FAHRENHEIT NO NORMALLY OPEN EXISTING PIPING TO REMAIN GAS COCK e PLUMBING RISER LABEL F & T FLOAT AND THERMOSTATIC # NUMBER FAI FRESH AIR INTAKE NPT NATIONAL PIPE THREAD EXISTING PIPING TO BE REMOVED = SHUT OFF VALVE FC FLEXIBLE CONNECTION NITS NOT TO SCALE Protect Address NEW PIPING FD FLOOR DRAIN ON OUTSIDE AIR INTAKE 5 775 W Mill Rd, DIRECTION OF FLOW FFHB FROST FREE HOSE BIB OD OUTSIDE DIAMETER FFWH FROST FREE WALL HYDRANT PD PRESSURE DROP Mattitull NY 1 1952 PIPE TURNING UP FF EL FINISHED FLOOR ELEVATION PDISCH PUMPED DISCHARGE � PIPE TURNING DOWN FLA FULL LOAD AMPERES PRESS PRESSURE Project Type BOTTOM PIPE TAP FLR FLOOR PSI POUNDS PER SQUARE INCH TOP PIPE TAP FLR SK FLOOR SINK R RISE Renovation FPM FEET PER MINUTE REL RELOCATED 3 CAPPED PIPE 5-----� PIPE BREAK evisions 07-18-22 ISSUED FOR SCHEMATIC DESIGN BUILDING LOCATION 1 1-04-22 155UED FOR PERMIT 717 1" 77 a. p , NOTES 1. ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE CODES AND AUTHORITIES HAVING JURISDICTION. v , 2. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS. 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 FIELD LOCATION MAP PRIOR TO FABRICATION AND / OR INSTALLATION. SCALE: N.T.S. 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. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 7. ALL PENETRATIONS OF EXISTING PIPING AND EQUIPMENT TO BE DEMOLISHED SHALL BE PATCHED AND SEALED APPROPRIATELY BY THE CONTRACTOR. PLUMBING GENERAL AS 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 DESCRIPTION OF WORK SCOPE VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. OWNER FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY ARCHITECT OR ENGINEER. STATE EDUCATION LAW. I 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 PLUMBING FIXTURES AND EQUIPMENT FOR RENOVATION OF Drawing Title FIELD CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE OF PROPER NOTIFICATION DOES NOT RELIEVE THE CONTRACTOR. EXISTING SPACE. THE CONTRACTOR SHALL CORRECT ANY AND ALL WORK ARISING FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE SATISFACTION OF THE ARCHITECT WITHOUT ADDITIONAL COST FLUMDING TO THE OWNER. 10. ALL KITCHEN, PREP AREA AND SALES AREA EQUIPMENT WILL BE FURNISHED AND INSTALLED. EQUIPMENT WILL BE FURNISHED WITH TRIM, FAUCETS, ESCUTCHEONS, ETC. PLUMBING E N E RAL 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. SCTM# 1000-106-6-3 APP No: 12. REFER TO EQUIPMENT SCHEDULE AND EQUIPMENT SPECIFICATIONS FOR EXACT LOCATIONS OF PLUMBING CONNECTIONS. DRAWING NO. TITLE SCDHS No.: JM2 #: 2022-OG42 13. THE CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION OF ALL EXISTING UTILITIES IN FIELD PRIOR TO STARTING WORK. Planning #: _ DATE: 5/3/2022 P-001 PLUMBING GENERAL NOTES 14. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL PIPE HANGERS, AND SUPPORTS IN ACCORDANCE WITH THE LOCAL APPLICABLE CODES. SEAL SIGNATURE: DESIGNED BY: R5 P-101 PLUMBING FIRST FLOOR PLAN 15. THE CONTRACTOR TO PROVIDE TRAP PRIMERS, DEEP SEAL TRAP OR TRAP SEAL ON ALL FLOOR DRAINS AS PER APPLICABLE CODE. P-102 PLUMBING 2ND FLR & ATTIC PLANS CHECKED BY: AP5 N 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-501 PLUMBING DETAILS K� p,g�QrO 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-502 PLUMBING DETAILS DWG No: 18. PROVIDE AN INDIVIDUAL BALL VALVE AND BACK CHECK VALVE TO EACH INDIVIDUAL PIECE OF EQUIPMENT. P-601 PLUMBING SCHEDULES P-602 PLUMBING RISER DIAGRAMS � -. $S 2"` Ask 19. PROVIDE BACKFLOW PREVENTERS AT ALL EQUIPMENT AS REQUIRED BY CODE. P-603 PLUMBING RISER DIAGRAMS ��aR 10070. p`, c� s 0 P-604 PLUMBING KITCHEN EQUIPMENT �PESSILO P 0 P-701 PLUMBING SPECIFICATIONS 1„1, 11 11 ° ,117 l ill I . 111 7 � 11's^°r 1°or i f!-Mfllrmll rl I I f I I � I 1' I. "'fl°',"'III IlP'fll ill 11''�I _ . >� .. "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 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 JM2 or her signature and the date of such alteration, and a specific description of the alteration." 1C�� !tec u r e P.c. This plan is approved only for the work indicated on the VjL 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 WC LAV HS-1 COLD FOOD WELL UNIT SUITE 300 FARMINGVILLE, NY, 1 1738 -- F_. :_- __ T I G31 .320,3305 FI G31 .320.3307 Applicant: ;I Anthony Martignetti C C.O. � 8 East 92nd St, Apt 3 Q F Ik New York, NY 10128 SHUT-OFF VALUE WITH I ,-Tn1FD I (917) 535 - 3777 WINTERIZATION PORT DINING � O — I Lu - '1 Architect of Record : 3-COMP JM2 Architecture, PC - ---------- I SINK 2410 North Ocean Ave, Suite 300 HB .:: a, 7 KITCH I Farmingville, NY, I 1738 - I (SEE A ��-1° (G31) 320 - 3305 --� :A 1 I C.O. _-- - i o o Fs MEP Eng I Weer: SERVER I BATH I ( MS Emtec Consulting Engineers DPC LAV STATIOIJ " I FD O i I l I U MS 3555 Veterans Memorial Highway, Suite M C.O.o-'-- -\ - I I I Ronkonkoma, NY 11779 �I 11 �� (G31) 35G - 217G _ II I I I I , . --- WATER FILTER 5urveyor' o -- - -- -- -------------- - - - I I i Nathan Taft Corwin 11, ---- - - ?,J I I _ I 8 158G Main Road, ,g Jamesport, NY 1 1947 �i O � ! I I (G31) 727 - 2090 i I T C.o — --- � BATH � I �A,hi ti, �L I I I I €� C _ - Project Name DOCK __ __ _ 5775 W MIII Road y 6 Project Address 5 5775 W MIII Rd, ROOFED OVER PATIO LAV I I i I — _ 4 Mattltuck, NY 1 1952 i �� I C•O• Project Type _ I L FoYER BAR AREA, / C. .cl Renovation II - f� Fs I -----II BAR(110 SIP T ) ( RCV151on5 Ili I I 07-18-22 ISSUED FOR SCHEMATIC DESIGN I LIB I J - 1 1-04-22 ISSUED FOR PERMIT FS- 9 C.O. — ENTRY — I H05T - 1 -__ UNDERBAR HAND-SINK � � DN DN RA"�-1P C"! RAMP I 11 0 FIRST FLOOR PLAN THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND SCALE: 1/4" = 1 '-0" 1 AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. O KEYNOTES SHEET NOTES ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A ANY OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. 1. MIN. 1-1/2" INCOMING DOMESTIC WATER LINE. REFER TO SITE 1. REFER TO P-001 FOR PLUMBING SYMBOLS, ABBREVIATIONS, AND PLAN FOR CONTINUATION. GENERAL NOTES. Drawing Title 2. 4" OUTGOING SANITARY LINE. CONNECT TO THE EXISTING SANITARY 2. REFER TO P-500 S RIES FOR PLUMBING DETAILS. PLUMBING WASTE LINE ON SITE. REFER TO SITE PLAN FOR CONTINUATION. 3. REFER TO P-600 S RIES FOR PLUMBING SCHEDULES AND RISER fI K5T fLOOR PLAN 3. 4" OUTGOING KITCHEN WASTE LINE. CONNECT TO EXISTING KITCHEN DIAGRAMS.WASTE LINE ON SITE. REFER TO SITE PLAN FOR CONTINUATION. 4. REFER TO P-700 SERIES FOR PLUMBING SPECIFICATIONS. 5CTM# 1000-1 OG-G-3 APP No: 4. 3/4" HWR LINE UP TO THE SECOND FLOOR. 5. REFER TO RISER DIAGRAMS FOR ALL PIPE SIZES NOT INDICATED. SCDHS No.: JM2 #: 2022-0642 5. 1-1/2" HWS LINE DOWN FROM THE 2ND FLOOR 6. 1-1/2" CW RISER UPTO THE 2ND FLOOR Planning #: DATE: 5/3/2022- � 7. 4" VENT UP TO THE SECOND FLOOR. SEAL SIGNATURE: DESIGNED BY: RB CHECKED BY: AP5 8. 4" SAN MAIN DOWN FROM 2ND FLOOR. OF NEW 9. INSTALL NEW RPZ WATTS SERIES 009 ON NEW 1 1/2" � �*p,8 Cp0 SCALE: As Indicated CW LINE. REFER TO DETAIL ON DRAWING P503. �0 ♦ DWG No: 10. 4" INCOMING SPRINKLER SERVICE. REFER TO SITE PLAN c+ w FOR CONTINUATION. 11 . INSTALL 4 WATTS SERIES LF909 RPZ RotEsst+'N♦ I I .., I III 1 ^II^ 1 1 1 1 1 � � I'If"I�„ 'll^ 'If ml 4'I IA' 111111'1 '91ITIl171"r''r'NRn 7I117 1 HIM I I "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 Alft 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 SK specific description of the alteration." �[` a .u ' a �?C. This plan is approved only for the work indicated on the 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 --� REF SUITE 300 FARMINGVILLE, NY, 1 1738 Iq T I 631 .320.3305 F 631 .320.3307 ' I I L--------J iL Applicant: -----------; DW WASHER/DRYER ; ' O. Anthony Martignetti ( I �n 8 East 92nd St, Apt 3 1L- SK New York, NY 10128 l L _ (917) 535 - 3777 ' I Architect of Record : I II I Architecture, PC I II II II 2410 North Ocean Ave Suite 300 Farmingville, NY, 1 1738 (631) 320 - 3305 SHWR ---------------- i --- _' --------- - - MEP Engineer: WH-20 Emtec Consulting Engineers DPC REF ! ; i DW 3555 Veterans Memorial Highway, Suite M PR03G50G J Ronkonkoma, NY 11779 y (631) 35G - 2176 Surveyor: .a y C.O. I Q I ( �I I �N 4 Nathan Taft Corwin ' I I P-2 1586 Main Road, Jamesport, NY 11947 _ _ V (63 I) 727 - 2090 Bate m - - — — —�I ---- --- -- I_ t1ALL---- I A 6 �— ---�-- — _I -- -- - - - -- --- - -- -- IT -� - - —i--- -- -- -- - I — I --- Project Name y UP II Mecha ri . bo -- 1, WH-1 O ® 5775 W Mill Road WC LAV IR Project Address 1- 5775 W Mill Rd, j Mattituck, NY 1 1952 Project Type e. 5HELVF5 ON Renovation fi RCV151on5 07-18-22 ISSUED FOR SCHEMATIC DESIGN 1 1-04-22 ISSUED FOR PERMIT 8 SHWR 177777, r SECOND FLOOR PLAN ATTIC PLAN SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 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 O KEY NOTES SHEET NOTES PLUMbING 1. NEW ELECTRIC WATER HEATER, WH-1, SERVING COMMERCIAL SPACE 1. REFER TO P-001 FOR PLUMBING SYMBOLS, ABBREVIATIONS, AND ON 1ST FLOOR. REFER TO DRAWING P-601 FOR UNIT SPECIFICATIONS. GENERAL NOTES. 2ND fLK � ATTIC PLAN5 2. NEW ELECTRIC WATER HEATER, WH-2, SERVING 2ND FLOOR 2. REFER TO P-500 SERI S FOR PLUMBING DETAILS. RESIDENTIAL SPACE. REFER TO DRAWING P-601 FOR UNIT SCTM# 1000-106-6-3 APP No: SPECIFICATIONS. 3. REFER TO P-600 SERI S FOR PLUMBING SCHEDULES AND RISER DIAGRAMS. SCDHS No.: JM2 #: 2022-OG42 3. 4" SAN DN TO FIRST FLOOR. 4. REFER TO P-700 SERI S FOR PLUMBING SPECIFICATIONS. Planning #: _ DATE: 5/3/2022 4. 4" VENT UP FROM THE FIRST FLOOR. 5. REFER TO RISER DIAGRAMS FOR ALL PIPE SIZES NOT INDICATED. SEAL SIGNATURE: DESIGNED BY: R6 5. 1-1/2" CW LINE UP/DOWN. CHECKED BY: APs 6. 1-1/2" HWS LINE DOWN TO THE FIRST FLOOR. OF NEW �p P.SqQ@ . SCALE: As indicated 7. 3/4" HWR UP FROM THE FIRST FLOOR. mod' * DWG No: 8. 4" VENT UP TO THE SECOND FLOOR. � .f. 4� 9. 4" VENT THROUGH THE ROOF. �p 10074% P = 1 02A0,k R�FESSIDNP I 1 91'T'111 11 P,I"17 1 T-1 7 i 1rrin 9''1 III IIP'' lfl!I!"I^I"'r'AII��!"'"!I"T'" "i 1 :11 1 "It is a violation of the State Education Law for any person, Architect of 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 $ 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." A l t e c L U a �!C. This plan is approved only for the work indicated on the PROVIDE WYE BRANCH application specification sheet. all other matters are not to be COLUMN 0R relied upon, or to be considered as either being approved or JM2 ARCHITECTURE, PC AND ONE—EIGHTH BEND PARTITION in accordance with applicable codes. 24 I 0 NORTH OCEAN AVENUE WITH SCREWED COUNTER— SUNK ABS PLASTIC PLUG:l I AS SHOWN SUITE300 HANGER ROD BOLTED TAPERED—THREAD WITH I J ON FLOOR FARMINGVILLE, NY, 11738 TO STRUCTURE ABOVE TFE JOINT COMPOUND. PLAN. T I G31 .320.3305 FI G31 .320.3307 (FURNISHED BY CONTRACTOR ik= Applicant: WHERE CLEANOUT TEE I CLEANOUT Anthony Martignetti FACE SHALL 8 East 92nd 5t, Apt 3 IS CONCEALED IN A I �i BE WITHIN New York, NY 10128 I VIBRATION ISOLATOR CHASE OR PARTITION, 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 PIPE EXTEN— JM2 Architecture, PC (SIZE AS PER SPECIFICATION) PIPE ROLL EDGES AND FLATHEAD I I SION IF 2410 North Ocean Ave, Suite 300 MACHINE SCREW. I I REQUIRED. Farmingville, NY, 11738 (G31) 320 - 3305 MEP Engineer: Emtec Consulting Engineers DPC PIPE SADDLE OR RIGID REFER TO PLUMBING 3555 Veterans Memorial Highway, Suite M INSULATION SECTION FIXTURE SCHEDULE Ronkonkoma, NY 1 1779 FOR FURTHER (G31) 35G - 217G INFORMATION. 5urveyor: PIPING Nathan Taft Corwin 158G 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: (G3 I) 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- 5775 W MIII Road NOT TO SCALE WALL CLEANOUT Project Address NO SCALE 5775 W MIII Rd, Mattltuck, NY 1 1952 Project Type Renovation RCV15Ion5 07-18-22 ISSUED FOR SCHEMATIC DESIGN PROVIDE AN INDIVIDUAL VENT ON ALL FLOOR/HUB DRAINS. INSTALL VENT II-04-22155UEDFORPERMIT 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 TRAP-,.,,, MEMBRANE CLAMP— ING COLLAR AND SEEPAGE PAN. MAXIMUM TAILPIECE MAXIMUM 15' WHERE LENGTH IS 2 FEET. ENLARGED WASTE SLOPE WASTE AT LINE IS USED AS A TWO PERCENT. COMBINATION WASTE AND VENT SYSTEM. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND MAXIMUM 5' ON 2" AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. PROVIDE TRAP PRIMER IF RE— ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A QUIRED BY LOCAL AUTHORITIES. WASTE OR 6' ON 3" VIOLATION OF SECTION 7209 SUB-DIVISION 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. SCTM# 1000-IOG-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 SCDHS No.: JM2 #: 20220642 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 SIGNATURE: DESIGNED BY: RB CHECKED BY: APS FLOOR/HUB DRAINS °� ��' ��'t�W a 84A,0 ao,,�, SCALE: As indicated � Q, NO SCALE , o DWG No: e�y ,-• pS ti� BMW 0 oA 1007 A" �QFESSLo i i . . '_, ,.1 f i 1 19 f'I[i I II I I'. I 1"I'i !11 ' ' ,. i, � , ., , I i „i arm r isireinr m n o i i i no t r Tmn•or^rmnonoie i^om i i i i i i r i, , "It is a violation of the State Education Law for any person, Architect ot Kecoll: 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 NOTES: 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." �'IC �Zecture P.C. 1. All penetrations through rated walls including but not limited to Boiler Roo This plan is approved only for the work indicated on the P$ication specification sheet. all other matters are not to be Mechanical Equipment Rooms and Rated Shafts shall be fire stopped per de 6i1� 917b -0 � 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 only a few common applications however, the do not show all SUITE 300 Y, HOLE OPENING y pp • y , FARMINGVILLE, NY, 11738 applications. Contractor must use only firestop products that have been UIL 1479 or T I G31 .320.3305 Fl G31 .320.3307 STOPPER OR ASTM E 814 tested for specific fire-rated construction conditions conforming to FINISHED GRADE ZEND PLUG construction assembly type, penetrating item type, annular space requirements, and Applicant: tignettl 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 10128 typical details, approved alternate details shall be utilized. Field conditions and (917) 535 - 3777 dimensions need to be verified for compliance with the details, including bc�t not limited Architect of Record : to the following: JM2 Architecture, PC 6" MIN * Minimum and maximum Width of Joints 2410 North Ocean Ave, Suite 300 * Farmrngv111e, NY, 11738 Type and thickness of fire-rated construction. The minimum assembly rating of the 3305 -(G3 I) 320 firestop assembly shall meet or exceed the highest rating of the adjacent MEP 0 I neer: construction. 9 Emtec Con5ultmg Engineers DPC 3. If alternate details matching the field conditions are not available, manufacturer's 3555 Veterans Memorial Highway, Suite M engineering judgment drawings are acceptable. Drawings shall follow the International Ronkonkoma, NY 1 1775 45* ELL Firestop Council (IFC) Guidelines for Evaluating Firestop Systems Engineering (G31) 35G - 217G Judgments. Surveyor: Nathan Taft Corwin 4. References: 158G Main Road, * 2013 Underwriter's Laboratories Fire Resistance Directory, Volume 2 Jame5port, NY 11947 * NFPA 101 Life Safety Code (G31) 727 - 2090 * All governing local and regional building codes 5. Firestop System installation must meet requirements of ASTM E-814 (UL 1479) tested Project Name CLEANOUT DETAIL assemblies that provide afire rating equal to that of construction being penetrated. 5 775 W Mill Road 6. All rated through-penetrations shall be prominently labeled with the following NO SCALE information: Project Address * ATTENTION: Fire Rated Assembly * 5775 W Mill Rd, UL System # * Product(s) used Mattituck, NY 1 195 2 * Hourly Rating (F-Rating) Project Type * Installation Date Renovation KCV151ons ULIcULSystem No. C-AJ-1421 07-18-22 ISSUED FOR SCHEMATIC DESIGN F Rating - 2 and 3 Hr (See Item 4113) 11-04-22 ISSUED FOR PERMIT T Rating = 0 Hr 1=ULL PORT BALL 46 2 4113 1 VALVE (TYP.) A NEW THERMOSTATICALLY CONTROLLED 3-WAY MIXING VALVE u u M NEW AMTROL AST-30 BLADDER TYPE EXPANSION �� . ` ; .• �' � • � ,� . TANK WITH ISOLATION AND DRAIN VALVES � � � • .�� • ti A 4A I------------ 140 DEG. WATER OUT TO BLDG. - KITCHEN 3 I I I�----------- 110 DEG. WATER OUT TO BLDG - DOMESTIC 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. 15,4CKF:LOW PREVENTOR 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max dial 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 o grouted into floor or wall assembly, flush with floor or wall surfaces. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND mo----------- COLD WATER IN 3. Through—Penetrant — One metallic pipe or conduit to be installed either concentrically or eccentrically within the AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. I firestop system. The annular space between pipe, tube or conduit and periphery of opening shall be min 0 in. (0 �mm) WATER HEATER (point contact) to max 5-3/8 in. (137 ml Pipe or conduit to be rigidly supported on both sides of floor or wall ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A assembly. The following types and sizes of metallic pipes or conduits may be used: VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. I I� --+I►------ RECIRCULATION LINE - 110°1= A. Steel Pipe — Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. STATE EDUCATION LAW. I I I RECIRCULATION LINE - 1�0°1= 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) dial (or smaller) steel conduit. PLUMDING F. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT). 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 batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or f om DETAILS COLD WATER INLET AQUASTAT CONTROLS W/SEPARATE SERVICE SWITCHES 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 SCTM# 1000-1 OG-G-3 APP No: location on the top surface of floor and on both surfaces of wall. SCDHS No.: JM2 #: 2022-0642 FIRESTOP OF METAL PIPING Planning #: _ DATE: 5/3/2022 ELECTRIC DOMESTIC WATER HEATER WITH SEAL SIGNATURE: DESIGNED BY: RD TWO ZONES PIPING DETAIL THROUGH CONCRETE, CHECKED BY: AP5 SCALE: NONE '�k' �� ro FLOOR WALL OR BLOCK WALL DETAIL yea ��w R aq�Q �,� SCALE: A5 indicated N.T.S. DWG No: REFER TO ARCHITECTURAL PLANS FOR 1 HR & 2 HR RATED WALLS AND pRo�Fss'Ldl' � FLOOR ASSEMBLIES AND ASSOCIATED ARCHITECTURAL DETAIL SHEETS P = 502 I I 1 Tm"Tis 11 11 T f.. I 1 I T I I 11I'.I °111111 "°M I1 i r1 TIi �111r]!II�I'.n "1"1Ir 1 I I III[ C11'IT1,1"al1'rJl'.'=111111B'II111 "It is a violation of the State Education Law for any person, ect 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_ 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:' Arl� c�� e ture P.c. PLUMBING FIXTURES AND EQUIPMENT This plan is approved only for the work indicated the application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC SYMBOL ITEM W V CW HW BASIS OF DESIGN in accordance with applicable codes. 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 N AVENUE SUITE 2410 NORTH OCEAN THERMOSTATIC MIXING VALVE. 738 1 300 LLE, NY, 1 WC PUBLIC WATER CLOSET 4 2 1 1/4 PROVIDED BY ARCHITECT, WITH A MAXIMUM OF 1.28 GPF. T FARMIN631 .320.3GVIGVI FI G 11 .320.3307 FD FLOOR DRAIN 2 2 WADE 1 100—STD WITH TRAP PRIMER TAP AND 6" COVER Applicant: Anthony Martignetti FS FLOOR SINK 3 1 1/2 1/2 — ZURN Z1750 12x12x6 STAINLESS STEEL FLOOR SINK WITH 1/2 GRATE WITH TRAP PRIMER 8 East 92nd St, Apt 3 New York, NY 10128 FFHB FREEZE PROOF WALL HYDRANT — — 3/4 — WOODFORD FREEZELESS ANTI—SIPHON WALL FAUCET MODEL 17, NON—FREEZE WALL HYDRANT (917) 535 - 3777 MS MOP SINK 2 1 1/2 1/2 1 2 SPECIFIED BY ARCHITECT. Architect of Record : / / JM2 Architecture, PC SK HAND SINK 1 1/2 1 1/2 1/2 1/2 SPECIFIED BY ARCHITECT, WITH A MAXIMUM OF 2.2 GPM. PROVIDE ZURN MODEL ZW3870XLT-4P AQUA—CARD 2410 North Ocean Ave, Suite 300 THERMOSTATIC MIXING VALVE. FURNISH AND INSTALL NIDAYE 2.2 GPM WATER—SAVING SINK FAUCET AERATOR INSERT. Farmingville, NY, 1 1738 1. PROVIDE FLOOR DRAINS WITH TRAP PRIMER CONNECTION. (G31) 320 - 3305 2. ALL PLUMBING FIXTURES TO BE APPROVED BY ARCHITECTS AND OWNER PRIOR TO PURCHASE AND/OR INSTALLATION. MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 1 1770 (G31) 35G - 217G Surveyor: Nathan Taft Corwin 158G Main Road, Jamesport, NY 1 1947 (G31) 727 - 2090 Project Name ELECTRIC WATER HEATER SCHEDULE BASIS OF DESIGN AS NOTED 5 775 W Mill Road STORAGE HEAT RECOVERY ELECTRICAL APPROX. ID SERVICE' MODEL GAL ENTERING LEAVING AP TOTAL ELEMENT WEIGHT REMARKS GPH TEMP .'F TEMP :F FT. WG. MBH WATTAGE V/PH/Hz MCA MFS (LBS) Project Address WH-1 1ST FLOOR — COMMERCIAL SPACE DRE-52-30 50 124 30.0 kW 208 3 60 1 2 3 5 775 W Mill Rd, WH-2 2ND FLOOR — RESIDENTIAL SPACE RE255T6 55 25 — — — — 6.0 kW 1208/1/601 — — 142 1 2 4 Mattituck NY 1 1952 1 PROVIDE W/ SECONDARY DRAIN PAN PIPED TO NEAREST DRAIN O2 WITH TEMPERATURE AND PRESSURE RELIEF VALVE PIPED TO DRAIN PAN O3 BASIS OF DESIGN AO SMITH Project Type ® BASIS OF DESIGN BRADFORD WHITE Renovation Revisions 07-18-22 ISSUED FOR SCHEMATIC DESIGN 1 1-04-22 ISSUED FOR PERMIT PUMP SCHEDULE BASIS OF DESIGN TACO PUMP ELECTRICAL APPROX. ID MODEL NO. SERVICE V/PH/Hz MCA MFS HEAD NPSH IMP. DIA. NAMEPLATE WEIGHT REMARKS GPM FT W G. RPM FT INCHES BHP HP (LBS) IP-11, P-2 009—SF5—IFC WH-1, WH-2 1 1 8.4 3250 — — — 1/8 115/1/60 1.4 — 1 9.5 1 2 3 4 0 STAINLESS STEEL, FLANGED O2 DIRECT DRIVE — LOW POWER CONSUMPTION O3 INTEGRAL FLOW CHECK O PROVIDE WITH TIMECLOCK AND PIPE TEMPERATURE SENSOR THESE DRAWING5 ARE AN INSTRUMENT OF SERVICE, AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIV1510N 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title PLUMBING R15ER DIAGRAM5 5CTM# 1000-1 OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-0642 Planning #: _ DATE: 5/3/2022 SEAL SIGNATURE: DESIGNED BY: R5 CHECKED BY: APs of "Ek. 0 SCALE: As Indlcated ��► * DWG No: la 10074Z = �OFESSION¢ 111, 77".I I ,lii I I I 11! Ill ICJ` I 11 'CI 14"11 THIS"11"I I'n!1 11 1 I II I I' i n!rirr"'11'I�'17 TzrT1r7111' 1 1 111 11 9 n'1 11 ' II V` P � � p' I m "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 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 JM2 or her signature and the date of such alteration, and a specific description of the alteration." �� c � U � � P.c. This plan is approved only for the work indicated on the 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 FARM I NGVI LLE, NY, 1 1738 T I G31 .320.3305 FI G31 .320.3307 Applicant: Anthony Martlgnettl 8 East 92nd St, Apt 3 1 New York, NY 10128 (917) 535 - 3777 Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 - - _ Farmingville, NY, 1 1738 (G31) 320 - 3305 MEP Eng 1 neer: 2" CW Emtec Consulting Engineers DPC P-1 3555 Veterans Memorial Highway, Suite M Ronkonkoma, NY 1 1779 — — (G31) 35G - 217G 1 1/2" Surveyor: Nathan Taft Corwin HWR I I I 158G Main Road, Jamesport, NY 1 1947 II (G31) 727 - 2090 Project Name WH-1 ' ' ATT`'C 5775 W Mill Road 1 HW " ,» HW „ „ ' , i SHEET NOTES �...._. 1 1/4 HW 1 1/2 HW 1 1/2 HW 1 1/2 HW I I Project Address _ - - - _ - —�'_ _ I I 1 OF TH ALL E SIZES SHOWN NER AMETEK R PI�ES�A�VE 5775 W Mill Rd, 1" CW 1-1/2" CW �� —� �� „ I PLUMBING CCNVTRACTOR SHAM ACCOUNT FOR 2 2 C CW _ — CW _ I PIPE SIZES ACCORDINGLY. M a tt i t u c k, NY 1 195 2 I I i 2. DISTANCE FROM CIRCULATING LOOP TO Project Type LAVATORY HW OUTLET SHALL NOT EXCEED 2 FEET FOR 1/2" PIPING. i I , I Renovation 1/2' 1/2" 1/2" 3/4" I I I I RCV151on5 ( I (TYP.) I I I ( I I 1 1/2" HW 07-18-22 ISSUED FOR SCHEMATIC DESIGN 1"-T I I I I I I I I I 1 1-04-22 155UED FOR PERMIT �-3/4" 1/2- I I I (TYP) I I I I 04-28-23 155UED FOR 100% CD (TYP.) Ll I I 05-12-23 ISSUED FOR PERMIT 07-2G-23 OWNER REVISIONS 1 4 � I DW � RF �' I I Q W W 4 HWR LAVQ g H'JVR Q LAYI 2ND FLOOR IVIS 2" Cw 2" 2 CW CW 1 1/2" CW - ---�- - - - - - - ? - 1 1/2" HW /2" _ _ 3/4" CWJ 3/4" CW 3/4" CW 1 1/2" HW 1 1 HW - - - ( 1» CW 1" CW 3/4" CW �— - - 3/4" HWR - - - - - - I 3/4_' HW 1" _ 1_HW 1 1/4" HW - - 1 1 4" HW I I I I I I I WATER I I 1" III I I I I I I i I I THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND ■ ■ I 1/2» 4"RP-tRPZ I ( I I /4" AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. UNDER BAR 2 FT 1/2" 3/4" 1/2" 1" 1/2" ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A Ll —� HAND SINK MAX. (TYP.) I (TYP.) (n'P ) VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. (TYP.) Q a STATE EDUCATION LAW. ( HB LAV LAV THREE COMP. SINK DISH HS-1Drawln Title 2" WASHER g ■ ■ 1/2" 0 1 ST FLOOR MS PLUMBING � 2» I J I .-� R15ER DIAGRAM5 ■ L 4„� L I CW, HW, AND MNR PIPING �—: ■ —1 UNDER SLAB TO SERVING ''------------------- ---- -----� AREA PLUMBING FIXTURES 5CTM# 1000-1 OG-G-3 APP No: PIPING NOTE: ALL DOMESTIC HOT, COLD AND HOT WATER RETU N SCDHS No.: JM2 #: 2022-0642 PIPING MATERIALS, JOINTS AND FITTINGS GREATERI DOMESTIC WATER RISER DIAGRAM THAN 1" SHALL BE CPVC WITH 1" THICK Planning #: _ DATE: 5I3/2022 MINERAL-FIBER INSULATION. ALL DOMESTIC HOT, COLD AND HOT WATER RETURN PIPING MATERIALS,, SEAL SIGNATURE: DESIGNED BY: RB �� SCALE: NONE JOINTS AND FITTINGS 1" AND LESS SHALL BE PEX 4 FIRE RPZ AND 2 DOMESTIC RPZ INSTALLED IN WITH 1" THICK MINERAL-FIBER INSULATION. ALL CHECKED BY. APS REFER TO CIVIL A OUTDOOR HOTBOX ENCLOSURE BY PLUMBING PIPING IN EXPOSED LOCATIONS SHALL BE PROVIDED SCALE: As indicated DRAWINGS FOR CONTRACTOR. REFER TO DETAILS FOR FURTHER WITH PVC JACKETING. CONTINUATION INFORMATION. OFK' p ��►� P.B,�Q��,�, DWG No: .r o � Agh' 02 001 �ROFlS510�P . I° 1 Ill 7711 F 1 ['I I" I R] 1 711717 PT11 1'" 111 7! I " 1 ' "`°I' I IT P!P'I 111''1 '!I III 7' a rr e�m�!rinimr°!°!�i ! rrni a■�!rnrm�r^�r+7 ^nr i m l ... ,.V' . ... _. !Illd".: 1ii j L ,... J I_ _ .I ":"', "It is a violation of the State Education Law for any person, rchitect ot Kecl 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 P= or her signature and the date of such alteration, and a o specific description of the alteration." ��` itecture p C.This plan is approved only for the work indicated on the 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 4" V.T.R. SUITE 300 FARMINGVILLE, NY, 1 1738 1 T G31 .320.3305 F� G31 .320.3307 PIPING NOTE: I--------- ALL SANITARY WASTE AND VENT PIPING MATERIALS, 1 I JOINTS AND FITTINGS SHALL BE PVC EXCEPT FOR Applicant: 1 SANITARY GREASE PIPING WHICH SHALL BE CAST IRON. Anthony Martignetti 8 East 92nd St, Apt 3 New York, NY 10128 (917) 535 - 3777 I I Architect of Record : I 1 JM2 Architecture, PC 11 i 2410 North Ocean Ave, Suite 300 1 I Farmer llle, NY, 1 1738 1 I (G31) 320 - 3305 FD I ® MEP Engineer: 4"V Emtec Consulting Engineers DPC 3555 Veterans Memorial Highway, Suite M 1 2„ Ronkonkoma, NY 1 1779 1 ( ) 3'V 4"V 4'V 4"V I I Surveyor: y rve o r6 Nathan Taft Corwin I I I 1 I I I I I I I I I I T I 158G Main Road, 2"V—+ II I I I I I I 1 I 1 1 I I I I I r-------r—J 1-1/2 1 'V II I I I I Jamesport, NY I I947 (TYP.) 1 (TYP.) �b I I I I 1 I (G3 I) 727 - 2090 I I I I I I I I I I I I I I I I I 1p'-1 1/2"V +# 1 1/2"V I I 1 I I I I Project Name MID.) I (TYP.) 1 I I I I I 4"V I 5775 W Mill Road I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I LAV I I I LAV I I I LAV I I I I D I D I I I LAV I I Project Address I I 1 I I I I I SK 1 SK I I I I I I I I I J CODP I SHWRI CODP SHWRI CODP DW I WM WM SHWR I I 2ND FLOOR 5775 W Mill Rd, — --- �____LrI ___�_ �__—___ _ __ ___ _ y— I Mattituck, NY 1 1952 �—L--- ----s— —————— — —1— — — —�-- ---- — ,—� 4" 4" 4" 4" 4" 2» 3" 5 DFU's ♦ I Project Type 4,� 4 D FII 4" 6 D FlI 4" 11 1 5 DFU's 4 DII 9 DFU's 5 DFU's 14 DFU's 19 DFU's 30 DFU's I 1 Renovation 11 3'V 3'V 4"V 4'V i 4'V 3"V 2'V Revisions r------- --- ----T--`�--- ------T----T-- ---- ------------------�}------1---�}-- �d----------------------- ------ - - T � —T � 07 18 22 ISSUED FOR SCHEMATIC DESIGN 3"V_ 1, ( I I 1 1 1-04-22 ISSUED FOR PERMIT I I I I I I I I T I I I I 2Vr---i— L I 2"V—d, 2,v 1 I 04-28-23 ISSUED FOR 100% CD 05-12-23 ISSUED FOR PERMIT 2V� 2 'V� 2V I 2 'VA 2 'V--'� 1 1/2V I 1 ' I I ' I ( YP.) 1 (TYP.) 07-2G-23 OWNER REVISIONS 1 2 V—� I I (TYP.) I I I I I (TYP.) I 1 I (TYP.) (TYP.) I I I 1 I I I I I I I I 3 COMPARTMENT SINK I .� I I COLD—FOOD I I I I I 1 I 1 I I UNDER I UNDERBAR BEER I UNDERBAR COCKTAIL UNDERBAR I UNDERBAR zr 7 TDISH I WELL UNIT I HS-1 I 1 1 LAV I I I LAV I I I "D ((COUNTER DRAINE)GAM DISPENSER I DRAINBQARD LTI—STATION DRAINBaAM I BEER—BINS WASHER I I I I I I I I I I I !f 1ST FLOOR CODP ICI CODP I _ 1 I I I 1 I I --'LI _=' 4 „ 0 — — FD I I FD I C — I CO_DP — 4 FD I 30 DFU CONNECT FS I FS 12 DFU'S 2" — —__ —_�— ( \ FS I FS 56 DFU's LINE ON SITE. REFER TO 2 DFU'S 4" 2 DFU'S 4" ♦ �� ♦ l --�— ----_----- -- ------------- THE LATEST SITE PLAN. `----------- ------------- -- Y ____------- ---------- ----- ---------------- ----- ------- ------ ---------- -------- -------- ------------ ------- ---- --- -------- 4" (TYP) 4» 4» 4" 4" 4" 4" 2" 4» 4" (TYP) 44„ 2 DFII 4 DFU's 8 DFU's 10 DFU's 12 DFU's 6 DFU's 18 DFU's 2 DFU's 4 DFU's 2 DFU's 18 DFU's 8 DFU's CONIINUA110N TO KITCHEN WASTE LINE ON SITE REFER TO THE LATEST SITE PLAN. SANITARY RISER DIAGRAM THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. SCALE: NONE ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5U5-DIVI5ION 2 OF THE N.Y. COMBINE 1ST FLOOR WASTE AND STATE EDUCATION LAW. 2ND FLOOR WASTE LINE. Drawing Title FLUMDING R15ER DIAGRAMS SCTM# 1000-1 OG-G-3 APP No: 5CDH5 No.: JM2 #: 2022-0642 Planning #: _ DATE: 51312022 SEAL SIGNATURE: DESIGNED BY: R5 CHECKED BY: AP5 O NEW SCALE: As indicated ,�'�►� �N P.84�Q��P,F DWG No: h ;61Amok 0 3 fi ' . 6 Rp� ssc��' I If i'T 17'1 II-,. � 1111 111' 1 I I I11.. ,,E, '.i'III1Ill ITT ' I' I i 711IFrT111r'lil' "r^rsi I i i If fir, fir If I I i . nl ill 1 1 . 1 — I�11 li l Ali I! "It is a violation of the State Education Law for any person, Architect 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 OM2 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." rc itecture pC. This plan is approved only for the work indicated on the •+ 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 Arch�teetofRecord. T 1631 .320.3305 FI 631 .320.3307 NA r) Applicant: J Anthony Marti nettl g pp 8 East 92nd St, Apt 3 R IT E T U R E P C New York, NY 10128 (917) 535 - 3777 J1vt2 ARCHITECTURE,PC 2410 NORTH WITE300 PANAVENUE Architect of Record: SUATE 3 FARMINGVILLE,NY, 11738 JM2 Architecture, PC T 163f.32O.3305 FI63I.3z0.3307 24I0 North Ocean Ave, Suite 300 Applicant: Farmmgville, NY, 1 1738 �5'.5 fv2E.GAt7PD Anthony 5�92nd 5t,A�3 (63 I) 320 - 3305 N17)53York -377Y 10 7 MEP Engineer: (9 i 7)535-3777 Iir Architect of Record: Emtec Consulting Engrneers DPC aP t GLJ R D i Lt,?OS>r A`�I- '; JM2 Arc+tecture.PC 3555 Veterans Memorial Highway, Suite M O I . - -------- A,S Pt7t20IPJ ADA5TANbARD5rYOR.ACGES tf�DE5tGN 2QC,2.$,(Et�PLOYtr WOP 2410 Na th Orpw Ave.Sl . Fammilville,NY t t738 Ronkonkoma, NY 1 1779 IIiFLL f1P�IT ; TOP.1 RAP,51li:FAG a ��r use r,on Tl{ It ArED wrrr+rl N,, r,.Ar r AT (G31)320-3305 (63 I) 3 56 - 2 176 1 42.75r A,F F.. ARB�IE'aSmAN rMO0 ?GLIARE�TAN 17ErINED ray PEf�tv1AT1E'd�LY TfiILEt3 PARrii oil COWMZ5;'OWINORK,OR FUR.NI15HING5 5HAU NMi3t FIOURIDii3 Structural Engineer: Surve or: COMPLY WITH ACCE53181L,TY�E�T1Ot��2. y Cc lit A AISCJ�"Vl t1/ AC A" ; t. �1vMON U5r MY ATION PArr�WCATtO:��r 1N,�h��>��v�F�AP�A�rf�CT ��p�� Ave Nathan Taft Corwin PARA 1dhf AVE AN fNifGRALCOI;A'Oh5r,0F VIM ARCA'WUIP',Ojr,S11AL NOT BE.FXi OJIRtD New L°r4m,Cs OG320 FZERATOR T(7C�MPLY+MTttACCE55181Lt'YMICrIONlilD2. (&GO)437-3259 1586 Main Road, MEP Engineer: Jame5port, NY 1 1947 fsY trot=GR:WASf nFG'"SAraeeIS'R UrREOr!TTHE11iREt, EmtwCo�n%krjEn��nP,e.�DPC (631) 727 - 2090 rl OYSTER BAR COU!" �R DETAIL 2 BAR T L 3 tollr,ARTI;.a�E~INK,C)&>.55ts+�i5Tf5F�vo,ItDI�L; EDT=1"�,';%5N t; Rxkw NY 1177�"��Suite n c l 1'On A-5 ✓ A_5 1 fG31)35G-2176 Project Name kf—tABIP"iill M FiM5�IED WITH.LAW NATS M ANUFACT0ED By Trq,110tJ pR Surveyor: Af'IROVED SAL,ALL Ccuf47fjZJOP3 ro SE.lVf15ONAR?50i1D 51JPZI�ACE.OR I Nathan Taft Conan fit 5775 W Mill a .w APPROVED UAL-.CEN.Y7r�.;TO,LIE CH05EN V GMIER. 158G Main RlRoad Jamesp0rt,NY I I947 �.' 1 3 G'A$F TfD APPLAxiC 'OR.11�; 5,THERfF +1J ti00D RECTOR ? (631)727-2090 Prf:el Name Project Address cf'OD CONTROL FLU BIN NOTE5 5775 W Mill Rd, 5775 W MIli Rd GCL1fJT`P: _ ... . . t pERU r> F F >rE�q ,u f � fi l� � ta, .��a►; t APP r f�; EFPz �4 tf Y PROPANE Apr AD M a tt i t u c k, NY 1 1952 2, MIDAxE B ARRIER Palffjtl)51_7.•T EN sA�A5 i Vil AND FOX i iR NfW tNG-RELATED EC'UIP°'At`RfT- x'' 3- i'ff:SUIJ�.TION'BHALL 8"tiSED 0"v Aft HdT.VIATEP.,'�krlJiCE'P(1''IVG.'1td5ULATE '". ^ , � *�' � 'ALL�t'OSl"D htOR'�O.JTA�Pi,ft�G A.�VI;.CF'I1�1,�5,DP.AII�AG�<vIAT� Prv,�,ct Address 51�°Ff tINFS f.+a AGCOt7ArStlhTl(ANS+fii l7-d STANC�ARD5;5LSAELE+?173. ,1{1. COJnTER, 'In IMP;COf1PJT... / il. COtJrROLS'SHALL5`1UTOf2fAfi TR�,CEANDF'UM( 1�?IEtt.fI AT7f�;.5?5, 15notp',optR.AT6Dt+ �7 ,7 r f 7 Mill Project Type �;t'7'L�1F�4 VE "10{3D 5 W Rd 3 --5" 7-' $( I --- / TETTOR 5, '-11L.COPIT.RTUBING50AiLf;ONTAll2093n MAX,LEADC(3N Rt T i 11+dG RCO .1E; 6. FOli C MATFR1A15 APT NOT TO 6r IFrD or,vrNT5,-ROOF VOIll HOT j COLD WATEF:TJ`'IE5 4 5ANTTARY 5Y5ftt"1-5 at ItU Ck, NY 11952 Renovation REI`R1GEi TO[ i)i G ,C.FRYER 7. HOT WA.°xEP t'WER5 51ALL 851rOUl"l AlfT11 P�E1<�JALVP 4 OUTLET OR PtPV0 D15CtiAl 50 A5 N(yt To CREATE k hAZARU OR.0AIvfArE. (5: .fi G REUP-F Of)TLf'_t5 OUfLM,50F PIP4Z 5HA3l BE CONi rO ANY DR'AINACT DP VCNT rMNGI. SfJEV.F GUARD r PLAT ilP16RIPra 9, ALLPLU1MINGVDR> $f`!A1FCOMffLYWPTt1NY5ENERGYCONSw JA,TION.~00E,Ni«a u1L17A1G CODE AND F1 Cap i:, ,G1T.f,S. ALLtJTilli?Gt3pL5 ProJrctType trs d, PLAT 11JP G?r11D , r 131CCLdJ{'O(?D l"iELI U.'lIT ;Cy .. �' N.l�!1QI'JTIt5 t',AdiNG!'JRf5DiC`7'O d, IO;.DOME5tlC ttt)T�4'Ai 5f1A�L SLrPefiEb B EifC R1s,hbT ra R tt��A1tR9,A5�P 1 �". RCV151onS, r'r)sAr 'ICrfr:�ALA. 0' ___ !`� Ill.:.:At.L UNDER GROUND CCtPPPR WATfP,Lill'i 5HAIL BE TYPE K COPPER,.ALL WATER[!NE5 f+J 15UfIDNG ABL?v COuil In 5HALL Of r'T L.CO"PEf�. Renovation F 12,:AiL WORK�IfTDER•Th15 AT``ICkTION-9 MALL tO*i5;E,t OF`URN'5111NIS Ad 1A:BOa MA IAL5 EOuIPMfNT 4 F?XTUP�NECr�A?YO�RtO.t4RE� To i'T'�'PA'KAT!Oh P. Gt.Rti'"OR 2)UNI�'�R - ' 07-18-22 ISSUED FOR SCHEMATIC DESIGN �' �'° ✓ PEF"OP.r.+r Cokw fl AI.L rv�p . I I-04-22 ISSUED FOR PERMIT ° ��EA �.✓' ) . MATE "5'ZE S3Q FtS C#1'ti 9�1At1 SEAS FCJU QWS f12�T!�iAVOGt4Rl °firtCtlLtdfi .A.fD 3'Ag7 VJATt `cLtJ5 . _° I ?t))t1AA:$'f SfttK'Nr1S'l� .13ARGS `� 14. t`,OhTr?ACTO°SHALL.f�Rizl+#AT>"1'LllA+18'1J6 iJ,RAW1PdG5 tVITH AI' Tfr4TL'.RAf.,'�LT�:JRiCAi.+f�RECt�A+a1CACP`Jt1S5rA51i�UiP~.1~D. Revisions '' II '(' �--{ ("j I F Design Deve`bpment 03-14-2022 a 51ty 95 5PtA5I1I5UAPt54 r EQ U I P.M EN I '5C I ED U LL. Reused per Owner 04-!1«2022 . Rel per Owner 04-2i-2022 i e D!p i d 150A,RJ35� OVE NUMBER AP EQUIPMENT TM, MANUPAl!MODEL V-15ER IGtchen revised per Owner 0G-1E-2022 a Y Updated fiffil ng Layl 07.20-2022 ` g 1 iv1ODUAL 8AR CIE SYSTtM KM5 Rsvr"ed 5ratmg Layout 05 1{-2022 �J DISfiVJASfiEfi . -8 1 ' 9)C TABLE W15PLA5'1 GUARD 82 UNDERBAR.GLASS ROCK KR24-G583-PE Reo5ed per 5CDDH5 Food Cl 09 12.2022 n _ Plans Revised per Oil 09-28-2022 W 83 UNDER$AR FILLERS 4 DRAINBOARDS ROYAL FILLER Li Plans Revised per(lwtter 10-14-2022 hti Plans Re n:ed a� 85 CRAFT COCKTAIL MULTI-STATION KR24 M538L•10 ix9 ng per Owner I 0 21-2022 MOP SiNK 4 mop e0dr O Vd/51DE 5PLA5 86 UNDERBA,R f11LER5 4'DRA{NBOARD5 ROYAL FILLER i I87 Di5PEN5ER,SEER D53GL SERVI 5? " 88 UNDil F1U.EP.S 4 DRAINBOARD5 ROYAL FILLER - 89 UNDERSAR DRY STORAGE 024- 12 P4 36'x 80` 5F.LFCLO5ING 310 CRAFT COCKTAIL MULTI-5TATION 1iI52CL7 BO WATER 77 511 UNDERBAR FILLERS 3't1 AtN�AeU5 ROYAL F1LLl P, 1'- 1I ii B 1)MODULAR,BAR � JERO TOti,. Ur, DIE 5�'S1E.0 `, NOPE 1312 L1DERBAR HAND51h�, KRi4-125T 82)UfiJDER3AR 613 UNDERSARR EEER 13110 KR24-C848 GLASS ROCK S 14 BACK-BAR COCX.ER 85GOL THt5E DRAW{NG5 ARE AN INSTRUMENT OF SERV?CE,AtiD AS 83)1 PJOERBAR FLIERS. i :P TA3LE, SUCH ARE THE PROFERTY OF JM2 ARCHITECTURE,P.C.ANY THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND t ORA INBOARD l 1 T)RAGE BELOt�1 UNAUTHORIZED U5E OF THREE DOCUMENT515 IN A ,,, VIOLATION Of5ECTION72095UB-DiV15ION2OF THE N.Y. AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. B5)CRAFT COCKTAIL AMBER CHEN EOUIPty "tT TYPE MiANUFACTURERI MODEL NU?'3ER STATE EDUCATION LAW, MULTI.STATFOf, ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A BG)UNDERBARFILLERS T 1�LEGTRIC"FLotSRFR R P1TcciPRIALAmR"MODEL ryE1a VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. I 4 OP,AtNBOARD5 ——— y\' 2 UNDERCOUNTER REFRIGERATOR TURDO AIP MODEL TUR-4851>4(-ALk-AR) Dral Title 71, STATE EDUCATION LAW. B ER7)DISPEN5 , .'�5 1 i 1 i 3 GRIDDLE,'&CTRtC ACCUFEWtF MOV1 fGP20B3A245©-TI Drawing Title food Control Plan BEER �� 4 1200 CFM WALL MOUNTED RANGE HOOD VENT-A=t100p f 6(Y CVAH9 46C BL B8)UNDERBARFII!ERS �- "AREA, E' 5 SANDWICH!PANtNi GRILL VOLLRATH MODEL 40793 FLUMbING DRAr�lBOARDS �i i `i S - R Q 89)UNDftAR DF'Y L--- 100 6 ELECTRIC COUNTERTOP FRYER EQU!PEX MODEL 185P 5CTM#1000-10G.00.0G.00-003.000 BUILDING N0: CHEN510)AGE o1 I =RBAR BEER SINS 7 TWO(2)COMpARvrw 5!NK 5APPHfiR>r MANUFAGf URING MODEL SMS 1824.2 KIT EQUIPMENT B 10)CRAFT COCKTAIL a 5CDH5 No.: C 21-0373 JM2 N0 2022.0G42 1 u 1vTJLT1-STATfON a i 2l Ur, AR HAtJpS!NK V!J SIDE SPLASH GUARDS 7.1 PRE-mt FAUCET A55EMBLt',*m ADD ON FAIN WCM^R4F MOXL 17-1091"A $1 i)UNDERBRR FILLEP5 4 DRAINBOARDS 8 DI5HN/A5HER,DCK7R1YrE CMA OISH M FA'QD>:L f;5t-C ZBA No: 7573 DATE: 1012112022 SCTM# 1000-106-6-3 APP No: ACHI`JE5 9 CLEAN Di5HTA8LE I SEAL 4 51GiJATURE: pESfGNtD BY: DA SCDHS No.: JM 2 #: 2022-OG42 SAPPH Rf MtsNUFACTl1pl1'!G MODEL Sh�CE?`[-24R _, 10 THREE(3)C(hWARTMENT 51 CHECrtD BY: JM Planning #: DATE: 5/3/2022 10.1 WALL C 5PLASH MOU"�'T FAUCET KROW It ODEL 14.808L 5CAff As indicated IrSt Floor - Food Control l � 1',}11 l i'oa A_5 11 SANDWICH 15A.LAD PREPARATION REFRIGERATOR TLIRBt7 AIR MODEL T5T-4850-I�-N DWG No: SEAL t SIGNATURE: DESIGNED BY: RB `t 12 UNDERCOUNTER WRIGERATOR T�i.t o AIR MODEL TURD 413�c-D4=N CHECKED BY: AP5 13 COLD FOOD WELLUNiT,DROI_1N;ICE-COIJLED ATLA5 METAL MODEL MCDL-2 OF of �� A=5 �*K �p,g� �Q� SCALE: As indicated a DWG No: Nf,iJ�ICE B'NS,MOP ROOM.WALK-IN REFRIGERATION,t EMPLOYEE LOCKER510 BE LOCATED IN'ACCE55ORY 5TRUCTUP,E 50'FROM EIA:N 5T'RUCturf t� c w. 55IQNP T 6 uAft 4 I r 17 " r- .., r i mll 1 I I M I ill .,, i I' I 1!!II TIT"I"I,t" II',II 'r l'I'"' i'II' f""" I1 r'ri^ii mr '!enivmr!11nmi r i I i fill rofil^inmm"rrimra nm i "It is a violation of the State Education Law for any person, rC Itect of 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 JM2 or her signature and the date of such alteration, and a specific description of the alteration." 4riteturec pC.A. GENERAL PROVISIONS FOR PLUMBING WORK 4. ESCUTCHEONS This plan is approved only for the work indicated on the •r 1. PROVIDE A COMPLETE PLUMBING SYSTEM INCLUDING FIXTURES, DOMESTIC A. ESCUTCHEONS SHALL BE CAST IRON OR CAST BRASS SET-SCREW application specification sheet. all other matters are not to be WATER SERVICE, SANITARY INTERIOR DRAINAGE SYSTEM AND ALL PIPING, relied upon, or to be considered as either being approved or TYPE• in accordance with applicable codes. PATCHING AND FINAL PATCHING. CEILINGS, WALLS AND PARTITIONS. 2410 NORTH OCEAN AVENUE JM2 ARCHITECTURE, PC FITTINGS, HANGERS, INSULATION, VALVES, CUTTING AND FINAL CUTTING, AND B. PROVIDE ESCUTCHEONS ON EXPOSED PIPING THROUGH FLOORS, 2. FURNISH ALL EQUIPMENT AND ACCESSORIES NEW, UNLESS OTHERWISE NOTED C. PROVIDE CHROMIUM PLATED ESCUTCHEONS AT TILE WALLS AND ON SUITE 300 AND FREE FROM DEFECTS. CHROMIUM PLATED PIPING. FARMINGVILLE, NY, 1 1738 3. WORK MAY BE REVIEWED AT ANY TIME BY REPRESENTATIVES OF THE ARCHITECT 5. TESTS AND INSPECTIONS T I G31 .320.3305 FI G31 .320.3307 AND/OR ENGINEER. 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 CONNECTIONS ARE MADE, AT LEAST TWICE, IN A MANNER AS (1) WATER TEST: IF TESTED IN SECTIONS, FILL EACH SECTION 8 East 92nd St, Apt 3 WITH WATER TO OVERFLOWING, FRONT TEN FEET ABOVE OR New York, NY 10128 DIRECTED AND/OR ACCEPTED BY THE OWNER. FLOOR-TO-FLOOR HEIGHT, WHICHEVER IS GREATER SO THAT (917) 535 - 3777 ALL OF EACH SECTION, EXCEPT THE TOPMOST, IS TESTED 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 HAJE BEEN 24 I 0 North Ocean Ave, Suite 300 C. FAUCETS COMPLETED AND FIXTURES HAVE BEEN SET, FILL TRAPS 2. BASE BID MANUFACTURERS Farmin ville, NY i WITH WATER AND INTRODUCE INTO ENTIRE SYSTEM AT BASE, g , 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 I 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. Emtec Consulting Engineers DPC 3. FIXTURES 6. INSTALLATION 3555 Veterans Memorial Highway, Suite M A. SEE P-601 AND ARCHITECTURAL DRAWINGS. A. COORDINATE WITH OTHER WORK AS NECESSARY TO INTERFACE 4. EXPOSED PIPE AND ACCESSORIES INSTALLATION OF EQUIPMENT WITH OTHER COMPONENTS OF SYSTEMS. Ronkonkoma, NY 11779 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 5urveyor: WITH CP. 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, 1" TUBING FIXTURE SUPPLIES MAY BE USED. COVERING TUBES WILL C. DRAINAGE SYSTEMS JameSport, NY 1 1947 NOT BE PERMITTED. (1) SLOPE HORIZONTAL DRAINAGE PIPING 2 INCHES AND (G31) 727 - 2050 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, 5775 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 Address (1) ALL HOT AND COLD WATER PIPING WILL BE TESTED IN THE 8. JOINT INSTALLATION 5 775 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 Renovation USE, WHENEVER SAMPLES FROM THE SYSTEM SHOW ANY DEVELOPMENT ASSOCIATION RECOMMENDATIONS. CONTAMINATION AFTER MAKING A BACTERIOLOGICAL EXAMINATION.B. SAMPLES SHALL BE TAKEN AS REQUIRED BY THE DEPARTMENT OF (1) SOLDERED JOINTS: PROVIDE FOR DOMESTIC WATER TUBINGSYSTEMS. USE 95-5 TIN-ANTIMONY SOLDER WITH I I HEALTH. THE METHOD TO BE FOLLOWED SHALL BE THAT AS PRESCRIBED BY THE DEPARTMENT OF HEALTH, OR WHERE NO NON-CORROSIVE PAST FLUX. REMOVE EXCESS FLUX Revi5i0n5 BEFORE SOLDERING. METHOD IS PRESCRIBED BY THE DEPARTMENT OF HEALTH, BY THE 9. SEALING OF SLEEVES 07-18-22 ISSUED FOR SCHEMATIC DESIGN FOLLOWING: A. SEAL ALL SLEEVES THROUGH FIRE AND SMOKE-RATED WALLS AND 1 1-04-22 ISSUED FOR PERMIT (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 114SULATION 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 1`10T AND FUNNEL DRAINS AND CONNECTIONS TO FIXTURES AND INSULATE EXPOSED CHROME PLATED WATER PIPING AT FIXTURES AND EQUIPMENT. EQUIPMENT. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND E. PIPING, FITTINGS AND HANGERS 4. FIELD QUALITY CONTROL AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 1. QUALITY ASSURANCE A. REPAIR SEPARATION OF JOINTS ON INSULATION DUE TO THERMAL A. EACH LENGTH OF PIPE, FITTING, TRAP, FIXTURE VALVE OR DEVICE MOVEMENT OR POOR WORKMANSHIP. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A USED IN ANY PIPING SYSTEM SHALL BE STAMPED OR INDELIBLY G. VALVES FOR PLUMBING WORK VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y.MARKED WITH WEIGHT OR QUALITY, AND MANUFACTURER'S NAME OR 1. BASE BID MANUFACTURERS STATE EDUCATION LAW. MAKE B. SANITARY PIPE AND FITTINGS SHALL BE MARKED WITH THE A. BALL VALVES: CONTROMATICS CORP., WORCESTER CONTROLS CORP., Drawing Title LUNKENHEIMER, CRANE CO., NIBCO, STOCKHAM VALVES AND FITTINGS, COLLECTIVE TRADEMARK OF THE CAST IRON PIPE INSTITUTE OR RECEIVE PRIOR APPROVAL OF THE ENGINEER. WM. POWELL CO., AND WATTS REGULATOR CO., AND APOLLO FLUMDING 2. SUBMITTALS (CONBRACO INDUSTRIES, INC.). 1 � DOMESTIC WATER SUPPLY SYSTEMS A. SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: 2. (1) FITTINGS A. INTERIOR WATER LINES UP TO AND INCLUDING 2 INCHES 5PECIf I(2) FLASHING SLEEVES (1) BALL VALVES 125 LB. W.S.P. BRONZE BODY, STEEL BALL, (3) ESCUTCHEONS TEFLON SEATS AND STUFFING BOX RING, AND LE\'ER HANDLE THREADED ENDS. SCTM# 1000-I 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. SCDHS No.: JM2 #: 2022-0642 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: 513/2022 COMPANY. 4. INSTALLATION B. HANGERS AND SUPPORTS: I.T.T. GRINNELL, CARPENTER AND A. INSTALL VALVES WHERE INDICATED OR REQUIRED IN ACCESSIBLE SEAL SIGNATURE: DESIGNED BY: R5 PATTERSON INC., AND FEE AND MASON. LOCATIONS WITH NO VALVE HANDLES POINTED DOWN. CHECKED BY: AP5 OF Nrk# . 6*F$4e�O SCALE: As indicated den * DWG No: SS P = 701 r,�. I [)I E 1 l' 'If'."'Pi I I II 17. 'I" 'I i ]f„ I 1 1 '1,fl1 Milli]]"L 11C 111 1 47T@I 1 IT I IT f'1"Il171 1 i rTii if 11111WI r1,1Mi 1 1 r 1 TIT111.1111 MM7171i I i i ac ii"