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��o�g11FFOd��DG Town of Southold 4/25/2017 3 P.O.Box 1179 a 53095 Main Rd oy�0 �ai;g� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38914 Date: 4/25/2017 THIS CERTIFIES that the building COMMERCIAL Location of Property: 165 Peconic Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 75.-5-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated pursuant to which Building Permit No. 40497 dated 3/1/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: highway maintenance building as applied for. The certificate is issued to Town of Southold of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-15-0010 4/10/2017 ELECTRICAL,CERTIFICATE NO. 40497 3/7/2017 PLUMBERS CERTIFICATION DATED 4/10/2017 ur Authorized Signature 4�$Ut�,co TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . 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#: 40497 Date: 3/1/2016 Permission is hereby granted to: Town of Southold Attn: DPW 53095 Route 25 Southold, NY 11971 To: Construction of a highway maintenance facility as applied for. At premises located at: 165 Peconic Ln SCTM # 473889 Sec/Block/Lot# 75.-5-14.1 Pursuant to application dated 3/1/2016 and approved by the Building Inspector. To expire on 8/31/2017. Fees: COMMERCIAL ADDITION/ALTERATION $0.00 Total:- $0.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. 4 Z� New Construction: Old or Pre-existing Building: (check one) Location of Property: {Co S Pe cap e, LgNe. 1c. House No. Street Hamlet Owner or Owners of Property: 777[�k w 0 ©;: 360+- OLD Suffolk County Tax Map No 1000, Section 9-5 Block 5 Lot Subdivision Filed Map. Lot: A Permit No. �] Date of Permit. 3-1- 1 (O Applicant: __ADWk3 Or Health Dept.Approval: N-i o- 0 Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:. C (check one) Fee Submitted: $ 2a pplicant S1gnature SOVpy®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 .®� B' a® roger.richert(a�town.southold.ny.us C®u ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Town of Southold Address:165 Peconic Lane City,Peconic St: New York Zip: 11958 Building Permit#. 40497 Section. 75 Block: 5 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Ice Electric License No: 4586-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS-2 Duplec Recpt 11 Ceding Fixtures-LE — 85 HID Fixtures Service 3 ph 600A Hot Water GAS GFCI Recpt 20 Wall Fixtures Smoke Detectors Main Panel 600A A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel 2-200A A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect 600A Switches 17 Twist Lock F1 Exit Fixtures TVSS Other Equipment: 6- 50A Twist Lock Receptacles, 4- 60A Twist Lock Receptacles, 5- 30A Twist Lock Receptacles, 2- Used Oil Heaters, 9- Garage Door Openers, 1- 10 HP Compressor, 20 - Exit/Emergency Lights, 5- Exhaust Fans. Inspector Signature: Date: March 7, 2017 l 0-Cert Electrical Compliance Form.xis ��of Ql1T�a , Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOILD CERTIFICATION Date: Building Permit No. 40497 Owner: Town of Southold � 6te (Please print) Plumber:�(t-c 4 Uyke - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. T (PIumbers Signature) Swoon efore me this da o , Notary Public, U / County I PHYLLIS E SCHILLER ; 11"ry,Pudhc,State of New York, No 01SCH09770 Qualified in Suffolk Coupty. 4v r Commission Expires March 22 °-•d �o��pF SOUlyolo do TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR OE SOUI�o� Lq �� UNT1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM RKS: DATE 4 E_ 17 INSPECTOR --.-) 141�P ® Fv/z- C.o I OF SOUTyo� �fyls 1 N _`O cOUN1'1,� TOWN OF BO UTHOLD BUILDING DEPT. o J 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �8 DATE INSPECTOR SOUTHOLD TOWN ENGINEERING DEPARTMENT HIGHWAY MAINTENANCE FACILITY ¢5. BUILDING INSPECTION REPORTS [ • ] FOUNDATION— 1sT Footing/Foundation Re-Bar Installation"OK"4/5/16 [ • ] FOUNDATION—2' Placement of Footings/Foundation/Anchor Bolts "OK"4/18/16 [ • ] STEEL FRAMING Erection of Steel Columns &Beams "OK"4/29/16 [ • ] FLOOR SLAB Placement of Re-Bar& Concrete Slab "OK" 5/12/16 [ • ] SANITARY SYSTEM Installation Complete 5/17/16—SCHD Approved Design SCDHS Approval of Construction 4/10/17 [ • ] FRAMING/STRAPPING Building Framing, Anchoring & Strapping"OK" 7/28/16 [ • ] TYPE 5B Interior Separation Wall Framed"OK" 7/25/16 (Cold Storage) CONSTRUCTION Sheetrock Installed (1 Side) "OK" 8/4/16 Required Fire Resistance Rating—0 Hours, Typical Throughout! [ • ] MECHANICAL/HVAC Used Oil Heater Start-Up. 4/5/17—Approved for USE [ • ] ELECTRICAL (ROUGH) Electric Service Trench/Conduit Installation"OK" 5/20/16 [ • ] ROUGH PLUMBING Piping Below Slab/Pressure Test"OK"4/21/16 [ • ] WATER SUPPLY Water Piping/Supply—Installation"OK"4/27/16 Energized/No Leaks "OK" 8/29/16 [ • ] INSULATION Building Exterior Insulation"OK" 7/28/16 Ceiling Insulation"OK" 8/23/16 [ • ] GAS SERVICE UTILITY—Gas Service Complete - Header Installed 8/29/16 Approved by Utility—Connected to Manifold 10/25/16 [ • ] PLUMBING CERTIFICATE 4/10/17 [ • ] FIRE SAFETY INSPECTION Approved by Fire Marshal 4/5/17 4 Additional Strobe/Alarms Required for C.O. Additional Work Completed- 4/24/17 [ • ] FIRE RESISTANT RATING Not Required- 0 Hr. Rating Typical Throughout [ • ] ELECTRICAL (FINAL) Approved by Electrical Inspector 3/7/17 [ • ] GAS SERVICE (FINAL) Approved by Utility—Connected to Manifold 10/25/16 [ • ] FINAL Final Walk-Through 4/5/17 REMARKS: • 1 COMPLETED ITEMS AL PL U m A Gov 5LMee6 Date: `� Inspector: FIELD INSPECTxQN I-MORT DAT4 • � a J�2 C".�' G �� � oM �l FOUND010N(1ST) ................ }wwwwwwiwwYwe FObIM4TIOX(2NI)) & r-G ROUGH YRA.11 CF N ; PLUMING INSUL.ATION PER N.Y. , STATE ENE, C41)3 U rTl Ab c J Do C C TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: P } Approved ,20 ` Mail to: Disapproved a/c Phone: Expiration ,20_0 'Pal wilding I pector r PP CATION FOR BUILDING PERMIT Date December 08 , 20 15 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. 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, or alterations or for removal or demolition as herein described. The applicant agrees to comply with-all applicable laws, ordinances,building code,housing code, d regulations, and to admit authorized inspectors on premises and in building for necessary inspections. - VOS (Signature of applicant or name,if a corporation) 5 Main Road, P.O. Box 1179, Southold,NY (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner Name of owner of premises Town of Southold (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 275 Peconic Lane Peconic House Number Street Hamlet County,Tax Map No. 1000 Section 75 Block 5 Lot, 14.1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Existing Town Highway Department Highway Yard b. Intended use and occupancy Highway Department Maintenance Garage 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $2,350,000 Fee Exempt(Town Project) (To be paid on filing this application) 5. If dwelling, number of dwelling units na Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Highway Department 7. Dimensions of existing structures, if any: Front na Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front na Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 144 ft Rear 144 ft Depth 80 ft Height 20 ft Number of Stories 1 12.27 acres 9. Size of lot: Front 203 ft Rear var. Depth var. 10. Date of Purchase 1968 Name of Former Owner William Beebe 11. Zone or use district in which premises are situated R80 (residential low density) 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES NO_X minimal 14. Names of Owner of premises Town of Southold Address Phone No. 765-1560 Name of Architect see below Address Phone No Name of Contractor GC:Construction Consultants LI Address 36 East 2nd St.Riverhead NY Phone No. (631)727-6604 Architect: L.K.McLean Associates,PC, 437 South Country Rd.,Brookhaven,NY,11719 phone(631)286-8668 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO X IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of Cj2j 201E D.BUNCH Nary Public,State of New York tqo.01 BU61 SMO Notary Public in folk Coun Commission Expires April 14,2_ Signature of Applicant Scott A. Russell STORIMMA SUPERVISOR 1\M[A NA\G 1EM1EN1F 53095 0Main Road-O 9 d-SOU HO D,NEW YORK 11971 '�� �� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑P E. Site preparation within the one-hundred-year f loodplain as depicted -- - ------- on-FIRM-Map-of- VIE] ap-of VI❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 'k: 1000 Date �� es D»t ct NAME: `�, _ory �.�k kQ�R.slll q I 0 " w�-m) �� Section Block Lot 6,8"dwe) •K'YK'4 FOR BUILDING DLPARTINIENT 1,SE ONLY Contact Information a //1 10 � Reviewed By: — — — — — — — — — — — — — — — — — — Date- Property Address / Location of Construction Work- — — — — — — — — — — — — — — — — — �Q,� Approved for processing Building Permit. V VI Stormwater Management Control Plan Not Required EjStormwater Management Control Plan i�Required (Forward to Engineering Department for Review) FORM # SMCP -TOS MAY 2014 � rt APPLICANT S.C.T.M.#: 1000 S CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —T,,,K, �(} /t (� jr Stormwater Stormwater Management Control Plan CHECK LIST QE Section Block -Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application Y6 me Yr,n ,ry Date: ° * The applicant must provide a Complete Explanation and/or Reason for not providing d �� ` �l- � all Information that has been Required by the following Checklistl SIS Telephone Number A Site Plan drawn to scale Not Less that 60',to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YES NOi, NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 00 b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ®�0 e. Limits of Clearing & Area of Proposed Land Disturbance. 00 f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) 0 g. Location of all existing & proposed structures, roads, O� driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 0� j. Location of proposed Soil Stockpile Area(s). 0� k. Location of proposed Construction Entrance/Staging Area(s). 00 1. Location of proposed concrete washout area(s). 0� m. Location of all proposed erosion&sediment control measures. 0= 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch �0 rainfall/storm event 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & SediiTient Controls. ®0� b. Construction Entrance & Site Access. 00� c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.2 infiltration basins,swales,etc.) _.� I'()l, t;NAeckList ,�fi.T1 5E ONLY���,: Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved B — — — — — — — — — — — — — — — — — — — — — — — — — 1 Stormwater Management Control Plan is Complete. Date: i I SMCP has been approved by the Engineering Department. FORM # SWCS MAY 2014 �aSUFFQtkcO it Town Hall Annex 54375 Main Road ��Q� Gy�� Telephone(631-1802 Fax(631)734-9502 P. O. Box 1179 CD Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 2 2 Owner: __T6K__.'xJ (n6= 9 i► � Location of Property: SA.L!) -�J „ 14o VAN), o � Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) FI r nd roof framing (FR) Signature: Name (p rso submitting this form): �Aw c,, A , RcJdra-, Capacit eck applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED, ROMAN ALPHANUMERIC - - - -- ----PANTONE- - - - - -- -- - -- -`- - ----,DESIGNATION-OF-CONSTRUi,T ION - - (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING-CODE OF NEW YORK STATE- 2" MIN. REFLECTIVE ' - WHITE 1.. 4 1/2" STROKE _ _....._...--- -- -------- -DESIGNATtO`N-FOR-STRUCTIJt --- COMPONENTS THAT ARE'OF ' TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS [DEN-nFIGXn0N,SIGN OOMPIJANCE VIITH 19 W-CRR PART 126S4�{ NXMSCA ODES DIVISION BO l -LC TRUSS IDENTIRCAON SIGN DATE-.03108/2005 NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT "r�� AND ADMINISTRATION Richter, Jamie From: Matthew Jedlicka <mjedlicka@lkma.com> Sent: Tuesday, March 01, 2016 8:16 AM To: Richter,Jamie; Collins, Michael Cc: Chris Dwyer" Subject: FW:Southold Maintenance garage,-code question FYI From: Verity, Mike [mailto:Mike.Verity@town.southold.ny.us] Sent: Tuesday, April 07, 2015 2:51 PM To: Matthew-Jedlicka Subject: RE: Southold Maintenance garage, code question Matt, Based on the information provided it appears that the calculations are sufficient, however a certification from a licensed professional would be required before approval. Best,, Mike From: Matthew Jedlicka [mailto:mjedlickaMkma.com] Sent: Tuesday, April 07, 2015 9:17 AM To: Verity, Mike; Richter, Jamie Cc: Collins, Michael; Chris Dwyer Subject: RE: Southold Maintenance garage, code question I wanted to follow up to see-if there were any comments or responses to this email. We will move forward with this design (unprotected, non-sprinklered wood framed). From: Matthew Jedlicka Sent: Thursday, April 02, 2015 11:27 AM To: Verity, Mike (Mike.Verity(�Dtown.southold.ny.us) Cc: Richter, Jamie; Collins, Michael; Chris Dwyer Subject: Southold Maintenance garage, code question Good morning Mike,' Thank you for meeting with us regarding the proposed maintenance_ garage for the highway_department. After the meeting we have evaluated a few options. The most cost effective option is using the area modifications permitted by code to increase the allowable area due to frontage: Please review the calculations in red and highlighted below to see if you agree. SECTION 506 AREA.MODIFICATIONS 506.1,General.The areas,limited by Table 503 shall be permitted to be increased due to frontage (If) and automatic sprinkler system protection (Q in accordance with the following: 1 A.=(At+ [At x If] + [At x IS]} (Equation 5-1) where: Ao=Allowable area per story(square,feet). At=Tabular area per story in accordance with Table 503 (square feet). If=Area increase factor due to frontage as calculated in accordance with Section 506.2. 1,=Area increase factor due to sprinkler protection as calculated in accordance with Section 506.3. If (F/P-0.25](W/30) (Equation 5-2) where: If Area increase due to frontage. F= Building perimeter that fronts on a public way or open space having 20 feet(6096 mm)-open minimum width (feet). P= Perimeter of entire building(feet). W=Width of public way or open space (feet) in accordance with Section 506.2.1. If= ((368 FT/448 FT)—0.25)(30/30) /f=0.5714 Aa= (9,000 SF+ (9,000"SF x 0.5714) + (9,000 SF x 0) AQ =14,142 SP Based on these calculations, it is our interpretation that we can have a S-1 use,—type—.5B (unprotected) building up to just over 14,000 SF. The current design is 11,520 SF. Are we missing anything that would not allow this? The 3 hour firewalls are a very expensive option for the Town as is a full fire suppression system. Please let me know your thoughts. I attached a snip image of the proposed site-plan. Best regards, Matt Jedlicka LKMA (631) 286-8668 2 RESOLUTION 2013-647 ADOPTED DOC ID: 9053 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO.2013-647 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON AUGUST 27,2013: WHEREAS,the Town Board is considering funding the construction of a Highway Facilities Complex(proposed action), an Unlisted Action under the State Environmental Quality Review Act(SEQRA)Rules and Regulations(6 N.Y.C.R.R§617); and WHEREAS,the Town Planning Department completed a Long Environmental Assessment Form (EAF)with respect to the proposed action and submitted same with a recommendation-to the Town Board for its consideration and review; and WHEREAS,the LWRP Coordinator submitted a review and recommendation that the prop6sed''' ' action is consistent with the LWRP, dated August 27, 2013,pursuant to Chapter 268 of the Town w Code;now,therefore, be it RESOLVED that the Town Board of the Town of Southold finds that based upon the Boa'rd's; ' examination of the EAF and recommendations, and the appropriate criteria for determination of, significance,the proposed action is an Unlisted Action which will not have a significant impact on the environment and,therefore,no environmental impact statement is required; and be it further RESOLVED that the Town Board of the Town of Southold hereby issues a negative declaration pursuant to SEQRA; and be it further RESOLVED that the Town Board of the Town of Southold hereby authorizes Supervisor Scott A.Russell to sign the Long EAF in accordance herewith; and be it further RESOLVED that the Town Board of the Town of Southold finds that the proposed action is' ' consistent with the LWRP. Elizabeth A.Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Christopher Talbot, Councilman SECONDER:William P.Ruland, Councilman AYES: Dinizio Jr,Ruland,Doherty,Talbot,Evans,Russell PERMIT TO CONSTRUCT Toxic and/or Hazardous Material Storage Facility Suffolk County Department of Health Services James L. Tomarken,MD,MSW,MPH,MBA, FRCPC,FACP Commissioner SCHDS REFERENCE# 13672 Date of Issuance: December 17,2015 SCHDS REGISTRATION# 10-0044 Permit expires one year from SCHDS PLAN# E M15-185 the Date of Issuance* FACILITY NAME& ADDRESS: Town of Southold Hwy--Maintenan&Garage 275 Peconic Lane 'Peco''nic,NY 11958' " Your Application-for Permit to Construct a Toxic or Hazardous.Miterial Storage•Facilities for the aboye referenced'site has-lieeii``reviewed foi•compliance with Articles 7& 12'6fthe Suffolk County Sd --ode. The appli'ca'tion has been approved.The items listed below and on the back 6f this Permit&e.conditi6us of this Permif•and have to lie'observed during construction: 1. A copy of the approved plan must be kept at the construction site.A copy of this permit must be'kept on display at the facility during construction. 2. Safe construction practices must be'followed during the installation of the storage facility(s). 3. The storage facility(s) must be constructed in accordance with the approved plan. Any changes in design, materials or use requires prior written consent of both the design professional and the Office ofePollution Control. The changeshayeto.:besubmitted in a,form that-is-acceptable to the Office-of Pollution Control. The contractor and/or design,professio; ns16uired to inform=the•ownerthat the changes are being made. 4. The Office of Pollution Control`h'i§s the=right to inspect,this installation at any'.•tiiine,tb verify its being constructed in compliance with this permit. -:Y The Office of Pollution Control must be contacted at 854-2523 at least 2 business days prior to commencement of any work to arrange for the required construction inspections. Contact the local building department and/or fire safety enforcement office for any additional requirements that may apply to your project. The storage facility cannot be placed into service until the Office of Pollution Control performs all required installation inspections and issues an interim permit to operate. The Office of Pollution Control reserves the right to revoke this permit as allowable by law. ISSUED B Oksana z ala Bureau of Environmental Engineering Office of Pollution Control Division of Environmental Quality * See the back for exceptions THIS PERMIT IS VALID FOR THE FOLLOWING STORAGE FACILITIES ONLY SCDHS•# LOCATION VOLUME CONTENTS NOTE Tank#20 Above In 500 Gallons Waste Oil None Tank#21 Above In 1391 Gallon Drum storage Global Containment For up to 90 days after the Permit to Construct expires, the permit is renewable. The job file will remain open for that period. If the Office of Pollution Control-does not receive a renewal application with the appropriate fees within the 90 days,the file will be closed and a new application for a Permit to Construct will have to be filed if the job is to be re-opened. All applicable filing fees will once again become due and payable. Issuance of this permit does not supersede any existing agreements with, or mandates by, the Office of Pollution Control or any,other government agency. The construction,period does not supersede any,existing compliance dates agreed to, or mandated by, the Office of Pollution Control or any other government agency. Issuance of this permit does not authorize the use of the storage facility(s) that are in violation of the Suffolk County Sanitary Code or any other government code. Special Conditions: 1) SCDHS inspector has to be present to-witness waterstops installation prior pouring concrete on global containment drum storage area. To request the inspector visit, please, call 631-854-2523. 2)Drum storage containment area floor should be made without any cracks,paint coating should be continuous. 3)Bollards have to be installed to protect waste oil tank#20 from possible vehicle impact. m ; ? � a Security Solutions SECURITY AUTHORIZATI i'+ INFORMATION Please complete this questionnaire and return promptly to Stanley Security Solutions,Inc.("Stanley").Doing so will ensure Stanley has the correct,updated security information for your organization and will best enable Stanley to cooperate with your organization's purchasing/authorization procedures. Plm�jsr C0111111ptLt I hism r u efnlly<ts St:Illey«ill strictly adhere to this information. Account# COMPANY NAME: WV1 0 BILLING )DRESS: SHIPPING ADDRESS(f differ6w): labl;(Dept. ted' 9sDept. ,�{�•--t� W,c Wor k4 I St./PO Boxy 1 Street �1_ D. City,State 5—t?+!.tla l } K City, Zip Code , . _ Zip Code ❑ Note:If you have multiple locations and each is to be billed separately,please enclose a current listing of store locations and check the box to the left ❑ Taxable "I, t xempt or Direct Payment(Please'furnish the appropriate document to us if itis not already file) SECURITY DIRECTOR (The person responsible for the,security of your locking systems and for approval of the purchase j of(CONTROL,GlRAND MASTER and/or any MASTER-level key or keys.)' Name T TAs°IL +.S I Phone:o3�76�'IoZ�3 Ext.:.,.... _._ _.. E mail:.e s,�3 owel,$0u+40�t y`` - — ASSISTANT SECURITY DIRECTOR(if applicable) Name: .._ _. .._____ ...__.. Phone: Ext.: E-mail: Should any correspondence from Stanley be sent to the Security Director? WYes ❑'No If NO,-to whom'should it be directed? List below the names of all persons authorized to order materials for your security system. If necessary, attach a separate page for additional authorizations. (( I// A Name: /I'1 In c,m4,OAA'"-do 3 Phone:�31 r7�,r O Ext.: _ E-mail: tA� ?r} !c9r_�4 C'w 50 dAkul4! ,us'. -„ Name: _----- _____ _ Phone:... -_ Ext.: _ E-mail:_,_..______....._.__. __.. Name:___ ____.�. Phone: . ____. Ext,:, ___ E-mail:..._..___._ PURCHASE RESTRICTIONS: ❑ No Restrictions Name and Contact Inf orntatio t A) Person Responsible for Ordering Permanent Cores: ❑ P.O.#Required When Ordering X Written P.O.Required When Ordering + ❑ Other Stanley strives to offer its customers the highest level of mechanical access control,particularly with respect to the distribution of master-key code systems. Because of this,Stanley maintains strict control of the code environment to ensure and maintain both the integrity of each individual system as well as system-to-system independence. By signing below,Customer acknowledges that 1)the information provided above is accurate and correct;2)that all master-key codes are the sole property of Stanley and are to be treated by Customer as confidential and proprietary information;and,3)that any unauthorized use including,but not limited to,the transmission or dissemination of master-key codes,without the express written consent of Stanley is strictly prohibited. SIGNA•I'UR FII "Y `%' ---- TITLE: ✓! :�1 P�l _ . DATE:. 91-19-1(2185) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION APPLICATION FORM "D" for a State Pollutant Discharge Elimination System (SPDES) Permit NW (A SPDES Application When Signed by a Permit Issuing Official Becomes a SPDES Permit) PLEASE PRINT OR TYPE APPLICATION TYPE IF RE-ISSUANCE OR MODIFICATION,GIVE PREVIOUS NUMBER ❑✓ New ❑Re-Issuance ❑Modification NY--- OWNER'S NAME(Corporate,Partnership,Individual) TYPE OF OWNERSHIP TOWN OF SOUTHOLD c/o Michael Collins P.E.,Town Engineer ❑ Corporate ❑Individual ❑ Partnership ❑✓ Public OWNER'S MAILING ADDRESS(Street Citv State Zio Code) 53095 Main Road,P.O.Box 1179,Southold NY 11971 REFER ALL CORRESPONDENCE TO (Name,Title and Address) TELEPHONE NUMBER RAYMOND G.DIBIASE,P.E.,P T.O.E./L.K MCLEAN ASSOCIATES (631 )286-8668 FACILITY NAME FACILITY LOCATION(Street or Road) CITY,TOWN OR VILLAGE SOUTHOLD MAINTENANCE GARAGE ' 165 PECONIC LANE,270 FEET NORTH OF NYS RTE 25 BROOKHAVEN COUNTY' •� ' " ' GIVE EXPLICIT DIRECTIONS TO LOCATION Suffolk MAIN ENTRANCE IS 270 FEET NORTH OF NYS RTE 25 ON PECONIC LANE „ NATURE OF BUSINESS OR FACILITY POPULATION SERVED(See Instructions) TOWNSHIP OF SOUTHOLD MAINTENANCE GARAGE I.N/A FREQUENCY OF DISCHARGE, All Year? ❑Yes ❑No If No,Specify Number of Months All Week? ❑Yes ❑ No If No,Specify Number'of,Days , DOES YOUR DISCHARGE CONTAIN OR IS IT POSSIBLE FOR YOUR DISCHARGE TO CONTAIN ONE OR MORE OF THE FOLLOWING SUBSTANCES ADDED AS i A RESULT OR YOUR OPERATIONS,ACTIVITIES OR PROCESSES? Please Check❑Aluminum [:]Ammonia •❑Beryllium ❑Cadmium ❑Chlorine ❑Chromium ❑Copper ❑Cyanide ❑Grease , ❑Lead, ❑Mercury ❑Nickel ❑Od ❑Phenols ❑Selenium ❑Zinc ❑None'of These •. DISCHARGE DATAA(Use additional forms,If necessary) (See Instructions) OUTFALL NO. IY 1 Proposed ❑j�Replacement TYPE OF WASTE TYPE OF TREATMENT DESIGN FLOW 04 IE]Exislinq E lExpansion I SANITARY Septic Tank&Leaching Pools 1460.80 Gal/Da SURFACE DISCHARGE If YES,Name of Receiving Waters Classification Waters Index Number ❑Yes ❑No NIA N/A N/A SUBSURFACE DISCHARGE If YES,Name of nearest surface waters Distance SOIL TYPE Depth to Water Table QYes ❑No Richmond Creek 1,500 Ft, Silty Sand 15.1 ft ; OUTFALL NO. ❑Proposed ❑Replacement TYPE OF WASTE TYPE OF TREATMENT DESIGN FLOW 03 ®Existing ❑Expansion SANITARY Septic Tank&Leaching Pools 513.84 Gal/Day SURFACE DISCHARGE If YES,Name of Receiving Waters Classification Waters Index Number ❑Yes ❑✓ No N/A N/A N/A SUBSURFACE DISCHARGE If YES,Name of nearest surface waters Distance SOIL TYPE Depth to Water Table EYes No Richmond Creek 1,500 Ft, Silty Sand 15.1 OUTFALL NO. JE]Proposed ❑Replacement TYPE OF WASTE TYPE OF TREATMENT DESIGN FLOW 02 ❑Existing ❑Expansion SANITARY Septic Tank&Leaching Pools 1 1,165.80 Gal/Day SURFACE DISCHARGE If YES,Name of Receiving Waters Classification Waters Index Number ❑Yes ❑✓ No N/A N/A N/A SUBSURFACE DISCHARGE If YES,Name of nearest surface waters Distance SOIL TYPE Depth to Water Table ❑✓ Yes ❑No Richmond Creek 1,500 Ft Silty Sand 15.1 ft. I hereby affirm under penally of perjury that the information provided on this form and any attached supplemental forms is true to the best of my knowledge and belief. False statements made herein are punishable as a Class A misdemeanor pursuant to section 210,45 of the Penal Law APPLICANTS SIGNATURE(see Instructions) DATE PRINTED NAME TITLE Michael Collins,P.E. Town Engineer PERMIT VALIDATION SECTION APPLICATION NUMBER (Department of Environmental Conservation Use Only) NY This SPDES permit is issued in compliance with Title 8 of Article 17 of the Environmental Conservation Law of New York State and in compliance with the provisions of the Federal Water EFFECTIVE DATE EXPIRATION DATE Pollution Control Act,as amended by the Federal Water Pollution Control Act Amendments of 1972, P.L.92-500,October 18, 1972(33 U.S.C.§1251 at. seq,) (hereinafter referred to as"the Act ATTACHMENTS and subject to the attached conditions. 1 r t S+rrians)of Permit Issuing Agent iia,e CARD Type Type SIC CODE #Out Dis CARD Region County Malor Sub Compact CARD Laliluda Longitude CARD Lim Ind Est Own Falls Class Basin Basin Area 1 66 66 70 74 76 71 72 74 76 76 53 "0 7 57 3 61 USE OF INFORMATION All information contained in this application will, upon request, be made available to the public for inspection and copying.A separate sheet entitled"Confidential Answers"must be used to set out information which is considered by the applicant to constitute trade secrets.The information must clearly indicate the item numberto which it applies.Confidential treatment can be considered only for that information for which a specific written request of confidentiality has been made on the attached sheet.However,in no event will _identification of the contents, volume and frequency of a discharge be recognized as confidential or privileged information, except in certain cases involving the national security. POPULATION SERVED -For residential subdivisions,apartment or condominium developments or mobile home parks,give total number of lots or dwelling units. For retail or commercial establishments, give total number of employees and/or customers per day. For summer camps, resorts, etc., give total number of residents. ' DISCHARGE DATA",, ' For discharges to surface waters,'each separate outfall pipe shall be assigned an outfall number.Surface' , water discharges are outfalls to streams,lakes;ponds,ditches;-oceans;etc.Subsurface disposal systems ; are discharges to groundwater from such facilities as seepage pits,,seepage lagoons,tile fields,etc.Design - flow is the.average gallons per.day of wastes that the disposal sys4em'is designed to handle. Examples of Y: types of wastes'are: sanitary (e.g. toilet, lavatory, showers,.etc:)'; cooling, kitchen wastes (restaurants), - .laundry wastes(laundromats),filter backwash,etc.Examples,of type oftreatmentare:septic tank-tile fields- } (or seepage pits), activated-sludge, biodiscs, sand,filtration, etc. 'Name-of water should be given-for.' f discharges to surface water if water body has a-name, or designated'as a tributary or subtribufary of the nearest downstream named body of water. Class (official classification)'and waters index number are. published in the Official Compilation of Codes, Rules and Regulations of the State of New York,Title 6-Conservation,Volumes B. C, D, E, F.The name of and distance to the nearest surface water shall be given for subsurface disposal systems as well as the soil type (sand, gravel, etc.) and depth to the water table below the ground surface.If this application is for a facility or subdivision which will'have a number of similar disposal systems,to handle the same type of wastes(for.example, a,40 lot residential subdivision ..whichwill have an individual septic tank and lea_cfi field system on each lot),then the Discharge Data portion 'of this application should'be completed-using the-followirig exarriple.as a guide. SAMPLE: DISCHARGE DATA(Use additional forms,if necessary)See Instructions = IOUTFALLNW xYFr"o"oposedi []!Replacement, 1.7YPE�,OF WASTB CTYPE OF TREATMENT, __s }DESIGN'FL'OW, 1 -_4'Oi_ is_ting ❑tixpansioni Saiutary-� lsepAc tank&leach feel"d' X600 ;Gal/D_a_y, SURFACETI)ISCHAR EGEG 9f--YES,;Name ofRecei 0 ,Waters} Zip ssifcation Watersindex Number,' (SUBSURFACE DISCHARGE` rif YES,,Name of=Nearest S"urface.Wates [Distance, §OILjTYPE' Depth of,Water Tablet ❑X Yes ❑ No Brown Brook SOOE �h Sandy Loain .1'0 feet{ SIGNATURE ON APPLICATION An application submitted by a corporation must be signed by a principal executive officer of at least the level of vice president or his duly authorized representative, if such representative is responsible for the overall operation of the facility from which the discharge(s) described in the form originate. In the case of a partnership or sole proprietorship,the application must be signed by a general partner or the proprietor, respectively.In the case of a municipal,state,federal or other public facility,the application must be signed by either a principal executive officer, ranking elected official or other-duly authorized employee. I LICAALETTER OF TRANSMITTAL L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS DATE: 03/22/16 JPROJ NO.: 13108.000 437 SOUTH COUNTRY ROAD ATT: Michael Collins BROOKHAVEN, NEW YORK 11719 RE: Town of Southold Highway Garage&Site Improvements TO: Michael Collins 53095 Main Road P.O. Box 1179 Southold,NY 11971 We are sending you OX Attached 0 Under separate cover via Mailed the following items: Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Other: Copies Date No.Sheets Description 1 3/22/2016 4 SCDHS Permit Plans 1 3/22/2016 1 SCDHS Permit Conditions - - M V These are transmitted as checked below: BUMDIN r+DEPT. aoLD For Approval Approved as Noted To"o essQmi Copies for Approval X For Your Use Returned for Corrections Submit Copies for Distribution As Requested No Exception Taken Make Corrections as Noted For Review and Comment Other: For Bids Due Prints Returned After Loan to Us REMARKS: Copy To: Jamie Richter, R.A., Engineering Department LKMA File Signed: Matthew Frascinella S43' 34' 01.93"E 202.82' AREA OF WORK FOR THE EXISTING MAINTENANCE GARAGE APPROXIMATE LOCATION & OUTFALL #3 (SEE ENLARGE OF EX. CLAY SANITARY f) OUTFALL #3 PROPOSED W-SYSTEM WASTE LINE TO BE-ABANDONED. SANITARY PLAN) HIGHWAY P.wk HAINfENAt E 9 BARN eOFFI D I sfy. TASPH ER111IIIYA r CINDER BLOCK BASEME r mo COX. CESSPOOL TO BE (elPAR N42' 35' 58.07"E TV& ABANDONED. NO SANITARY & NO WATER. RLD 256.09' (5,470x.04=218.8 GPD, 1tGN .G VAY 1-1/2 18 OUTFALL #2) ASSUMED LOCATION OF STY..Va I LEACHING POOL TO BE S34' 44' 28.07"W PROPERTY LINE ABANDONED. 152.84' EXISTING SANITARY SYSTEM TO BE ABANDONED IN ACCORDANCE WITH SCDHS STANDARDS. S6* 20' 58.07"W 1-STY. PAVEMENT GAS VIRTF 41.16' GIZA VEL NO SANITARYBLL7CK& NO WATER. NGHWAY NO SANITARY NO WATER. MAMTEMICE (3,460x.04=138.4 GPD, OUTFALL #2) BARN FUEL TANKS ON (667x.04=26.68 GPD, OUTFALL #2) (GARAGE) CUNC. PAD 674.87, BLDG. CC. S43' 39 01.93"L SITE LOCATION BLDG. L!4 116 BLDG. 45* 53 9ji, 111.64' SANITARY & WATER. J17 rr (OUTFALL #1) SHED/PUMP 164 caNcRETE PAvEnEmr 11VUSE I Pay Mnpry F`VEL PIRTYGRAVEL (59s" I - I ISLAND V/ Cnw�'. PREPA). CAM9PY Bus I S35* 19' 48Sr ,1 .07"W LIIDVG 50' 775 sf)� _ DIA S TL WA Ge TANK BU"VWG 40' I-Sfy, ,VArNG DIA. CONC. S VA 81.64' 17T&OU BLOCK RET 61AI L S '(11440 sF) BLDJ -F E--E--E-E r21020 F1 _E_ 011-04Z62 C11" BLDG. EST HOLE BLDG.. SV #13 .- PAD LOCATION #12 FE BLDG. PJV CONC PAD C.*jjnlry Club UTIL17Y BLM 04U \-SAN, Na VA TEW 120_5F NO SANITARY & NO WATER. (775x.04=31 1PR L A r GENERATORS N43' 30' 51.93"W F., GPD, OUTFALL #2) Fk, #2) ASPHALT PAVEMENT ELEa rob PANEL 208.32' NO SANITARY & NO WATER. LOCATION MAP (120x.04=4.80 GPD, OUTFALL #2) N.T.S. DiRr S35* 19' 58.07"W 00 344.84' EXISTING GRADE Cq 00) SITE DATA: ....... 16.78' DARK BROWN LOAM 15.7 8' ,t,-t-!-: SCTM 1000-075.00-05.00-014.00'1 3 SHEDS BROWN SILT NO SANITARY NO WATER. HOLE 13.78' SITE AREA: 12.27 ACRES (,305=x.04=12.20 GPD, OU-SPALL SANITARY' & NO WATER BROWN SILTY SAND #2) NO SANI 12.78 ZONING RBO ( RESIDENTIAL LOW DENSITY) PFIF" VAI I (1,200x.04=48 GIRD, OUTFALL #2) F_ W_ BLDG. F__] ASPHALT BROWN FINE TO MEDIUM SAND PROPOSED BUILDING AREA: 11,520 SF TE WALL PAVEMENT 5. 6 & 7 -1. NO EXISTING SURFACE WAIERS / WETLANDS WITHIN 100'. NO SANITARY & NO WATER Dov NO SANITARY' & NO WATER .8 CPD, OUTFALL 7.78' (1,296x.04=51.84 GPD, - (720x.04=28i PALE BROWN FINE TO 2. PUBLIC WATER SUPPLY FOR THE PROPOSED MAINTENANCE GARAGE BUILDING IS OUTFALL #2) SANITARY WATER. 77, LP1 #2) S50' 13' 01.93"E COARSE SAND PROPOSED FROM THE EXISTING ON SITE 8" WATER SERVICE PROTECTED BY AN 8" (OUT BLDG. 10 FALL #2) BLDG. 4 X_ 205.00' EX. RPZ RPZ. L 1.80' HIGHEST EXPECTED GROUND WATER ANLhAL SHELTER BLOCK 1.68' ROOF DRAINAGE BLDG. 1-STY. EX. WATER METER 3. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150 OF THE PROPOSED SANITARY NO WATER CZ NO SANITARY & 11 WATER IN PALE BROWN BLDG. #1 (1,506x.04=60.24 GPD, i FINE TO COARSE SAND SYSTEM. NO PUBLIC WATER WELLS ARE WITHIN 200 OF THE PROPOSED SANITARY AW&11A UTIL, SYSTEM. BLDG _G__ASP$M,,r 649a OUTFALL #2) J-Sry. _aA VE,!t��_ VB,J-P- U) CAP- BLDG. #9 (&_)RLM=14.69 6.2 2' 4. TOPOGRAPHIC INFORMATION FROM FIELD SURVEY COMPLETED BY L. K. McLEAN Uri F"r rER V11 j (720 ASSOC., P.C. ON NOVEMBER 11, 2013. BtDti PULE BLDG. VACUUMS 177' 19' 58.07"W WATER ENCOUNTEREDA #3 DO NOTin 6.19s 1-.Yry EWERxBLDG. 2 11056ft .84 5. VERTICAL DATUM IN NAVD 88 IN FEET). W AT ELEV. 1 .68 IMPOUND EL76 PERE ROOF DRAINAGE 1AX YARD 6. ALL MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. x FENCE 11 r BLDG. #8 TEST HOLE N259 aWC. PAD POLICE 7. COORDINATES AND BEARINGS SHOWN ARE IN THE LONG ISLAND ZONE OF THE NEW 01 WITH AIC (NOT TO SCALE) 3: UNTS 4W YORK STATE PLANE COORDINATE SYSTEM (NAD 1983 .) 4 lo- SATELLITE RIH-JL73 NOTES: w 1020:TB-7- LWjr .5 DISH U3 - 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ABANDONING THE EXISTING SEPTIC THE SCDHS. MXRA TLR 1. TEST HOLE PERFORMED BY McDONALD GEOSCIENCE TANK, PERMITS & ALL COORDINATION WITH PAD ON 3/19/14 X_ -_ I I ASPHALT PAVEMENT OM EXISTING 2,000 GAL. HUMAN 2. HIGHEST EXPECTED GROUND WATER OBTAINED FR 2 G14 LL #259 x U WASTE SANITARY SYSTEM & RIM=J USGS WELL #S 53328.1 /7 -BY 1plct(S) 2,000 GALLON ANIMAL WASTE SANITARY SYSTEM W/ HAIR ser vii�s TRAP. (OUTFALL #2) LOCATION OF EXISTING SANITARY SANT TAHY WATER SYSTEM (OUTFALL #1) (OUTFALL #11) >1 SITE DRAINAGE (TYP.) EXISTING CONDITIONS Suffolk County Department of Health Services 3-10-16 MF AS PER COMMENTS BY SCDHS DATED 2-25-16 RGD Approval for Construction-OtherThan Single Family SCALE: 1"=60' 2-12-16 MF AS PER COMMENTS BY SCDHS DATED 1-13-16 RGD MCJ/RGD Reference No. Design Flo rnm_fg, i X3 �Jlybl5k cowit, 12-1-15 LG ISSUED FOR PERMITTING EXISTING SANITARY FLOW TABLE 10-22-15 MCj RELEASED FOR BID RGD SITE Use( AIA 0 0 TFALL ti- LOCATION BLDG. USE SIZE FLOW - These plans have been reviewed for general conformance with Suffolk 1 UTILITY BLDG 648 SF 648 SIF x.04 = 25.92 GPD 2 County Department or Health Services standards,relating to water supply DATE BY DESCRIPTION APPROV. BY 2 2 UTILITY BLDG 648 SF 648 SF x.04 = 25.92 GPD and sewage disposal. Regardless of any ornissions'0riconsistences or lack REVISIONS .24 GPD 2 of detail, construction is required to he in accordance with the attariled 3 POLE BARN 1,506 SF 1,506 SF x.04 60 ANIMAL SHELTER -55,0_84� SF -b-,E)84 SF X:()e, -3G&04 -P1,4c -L�rt 2 permit conditions andapplicable standards unless specifically waived by 4 ANIMAL WASTE 24 ANIMALS 24 x10GPD/ANIMAL = 240 GPD 2 the Department. 'This approval expires proval da. TOWN OF SOUTHOLD unless extendeiJ or renewed. 2 5 SHED 50 SF 50 SF x.04 = 2.0 GPD SUFFOLK COUNTY, NEW YORK 6 SHED 90 SF 90 SF x.04 = 3.6 GPD 2 0 3 /Z e/'C? SHED 165 SF 165 SF x.04 = 6.6 GPD 2 HIGHWAY MAINTENANCE GARAGE 7, -5-.9& ApprovaiDate Reviewer 4,065 SF 4,065 SIT x:()6- = -24,. GPD D ')- 1 i 0 POLICE STATION AND SITE IMPROVEMENTS 9 GARAGE 720 SF 720 SF x.04 = 28.8 GPD 2 2 W 10 POLE BARN 1,200 SF 1,200 SF x.04 = 48 CPD q EXISTING CONDITIONS & 11 SALT STORAGE 1,440 SF 1,440 SF x.04 = 57.6 GPD 2 !S� 1�P'k Ir- = 80.8 GPD 2 12 SALT STORAGE 2,020 SF 2,020 SF x.04 L 775 SF x.04 = 31 GPD 2 e� REMOVALS PLAN SANITARY 4AICtE1. f- STORAGE 775 SF 13 C.IiSAIA-V j 3 14 MAINT. BARN 9,666 SF 9,666 SF x.04 386.64 GPD P . 3 L. K. McLEAN ASSOCIATES, P.C. 2,120 SF 2,120 SF x.06 127.2 GPD 14 OFFICE I 15 UTILITY BLDG 120 SF 120 SF x.04 = 4.8 GPD 2 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Sheet No. TRAILER 608 SF 608 SF x.04 = 24.32 GPD 2 16 U) 59 SF 596 SF x.04 = 2.36 GPD 2 Designed By; MCJ Scale: AS NOT 17 SHED 0 CLI" STLIRAG '_rta 411 1 fA :,4 Bw ,mnri 2 to C:, PROPERTY MAP 18 MAINT. BARN 5,470 SF 5,470 SF x.04 218.8 GPD Date: OCT. 2015 Drawn By: PWD, MCJ FALL #1 243.90 GPD o TOTAL EXISTING FLOW FOR OUT C5 N.T.S. TOTAL EXISTING FLOW FOR OUTFALL #2 1,-165.80 GPD SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approved By: RGD File No. 13108.000 FALL #3 513.84 GPD -- ----- TOTAL EXISTING FLOW FOR OU CONTRACTOR SHALL. MODIFY INTERIOR PLUMBING & PROPOSED 1,200 GAL. REDIRECT TO THE SUBSURFACE SANITARY NEW SANITARY SYSTEM (SEE SHEET No. SYSTEM. C-7 FOR DETAILS) EXISTING ON-SITE WATER SERVICE HIGHWAY MAINTENANCE' PROPERTY LINE BARN ST2 m 'FICE) -C FUTURE EXPANSION OF 1 STY. ,._ -•, wiuNFINISHEB SANITARY SYSTEM BASEMENT j (2,120 SF) L43 HIGHWAY 1 FE STY, VD```�—`I PROPOSED CONCRETE FR IF SLA9 MAINTENANCE BLDG. BARN (5,470 PROPOSED O.H. FIBER ` OPTIC FOR NEW j 1-srr. "' MAINTENANCE GARAGE. BLDCK -- j 'HIGHWAY I ° -- MAINTENANCE BARN (GARAGE) (9,666 BLDG. . 14 BLDG. a - _. ; BLDG. BLDG. BUH-U 1.G 4V I-srr. IIIA CUC SMUCE VA #1 1 (1.440 sf) sa - ors fR m (zrDIA sF BLDG. BLDG.>3 r •— ®� BLDG: PROPOSED 5'x5' A15 CONC. UTILITY TEST HOLE LOCATIO E/ PAD PROPOSED PROPOSED CONCRETE UNDERGROUND ELEC. NEW HOUSE TRAP BY GENERAL APRON /-E SERVICE CONTRACTOR (SEE DETAIL ON E PROPOSED SHEET No. C-7) r~- ry � ,j CONCRETE • ..:�:._. SIDEWALK PROPOSED 1,200 GAL. SUBSURFACE SANITARY PROPOSED LP1 2" SERVICE SYSTEM (SEE SHEET No. C-7 FOR DETAILS) `� c c c t - - - PROPOSED 4 ST1 o DROPCURB FUTURE FXPANSION OF SANITARYDIR91POSED MAI NT NAfN SYSTEM Fc LP2 I', I 'x h' 11.520 SOFT. , j PROPOSED PROPOSED (F.F. ELEVATION = ;- ; 18.28') ;, ,, I GAS SERVICE CONCRETE I. APRON 11° PROPOSED I --- coNCRCTE APRON EX. HYDRANT EXISTING GAS MAIN BLDG. #F,'S 5, 6 & 7 j f-srY. EXISTING EXISTING DOUBLE SERVICE WAFER C CHECK VALVE BLD- G. #4 <J BLDG. #10 1.J VSERVICE EXISTING 6" WATER TA P AND TEE N a BLDG. #1 f6w." t j c°i I urge I-rrr t J �Gm !tta BLDG. #9 t <6�SBsf3 pub 020 sfi .. ... e BLDG. 2 ti Fr BLDG.#3 BLDG. #8 0 SITE PLAN SCALE: 1"==60' ` E` i :lZTHSE Ryl_ .•StI.'FfOL1CCOUNT IA 1A _ r A. PR03,70 L2 a I�' tUi�� M.js ' II,ICEI`dI71t1E' F�: C SEEDRAW WING 1� 1 ������j� L COT-:DITIONS Q / 3-11-16 MF AS PER COMMENTS BY SCDHS DATED 2-25-16 RGD p EviEWLW,II�IIT: ALS: `. __ DATE BY DESCRIPTION APPRO`✓. 8Y REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE i i ' ILII AND SITE IMPROVEMENTS Co o r, =y : j= OVERALL SANITARY PLAN OD f'Y K. MCL AN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY STD., BROOKHAVEN, NEW YORK 11719 �1 0 Designed B Sheet No. Desig y: MCJ Scale: AS NOTED Q Drav+n By: PWD, MCJ Date: OCT. 2015 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES A C 6 ppra�ed ey: RGD File No. 13103.000 CDNC STDRAGE 1-STY. -� BUILDING 40' CDNC, ST17RAGE WD. FR. DIA' BUIL DING 50' (775 sf) 11.440 sf J DIA. (2,020 5 F) EXISTING ON-SITE WATER SERVICE BLDG. t-SrY, BLGCK 111GIVAY TEST HOLE LOCATION .r BLDG. HAINT£MHCE BARN i/ PROPOSED FINISHED FLOOR ,ELEV.=18.28' (NEW MAINTENANCE GARAGE) PROPOSED FRESH AIR INTAKE PIPE H SCREEN 'NRNOTES: FINISHED FLOOR ELEV.=18.50' 1. UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON BOTH SIDES OF THE TRENCH PRIOR TO r CLEANOUTS AND ---FRESH AIR INTAKE PIPE WITH SCREEN TRAFFIC BEARING HEAVY DUN CAST IRON FRAMEAND COVER WATERTIGHT BOLTED LIDS WITH GASKETS, EXTERIOR DECK EXCAVATION. PLATES FLUSH � CLEANOUTS AND MODEL R-1916-Cl BY NEENAH FOUNDRY COMPANY------- ---- TOP OF RIM WRH FINISHED ' I EXTERIOR DECK OR APPROVED EQUAL SEE DETAIL THIS SHEET (TYP.) TOP O RIM (LPI) _ PLATES FLUSH ELEELEV=1776, (LPI) 2. 3" THICK TYPE 6 ASPHALT TOP SHALL RESTORE TRENCH SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF CONCRETE i TOP OF RIM TOP OF RIM CWITH CRETEFINISHED ELEV.=17.90' (STT) ELEV.=17.90' (STI) ELEV.=17.65' (LP3) TRENCH. _( I F1EV.=17.83' (ST2) EL�J.=17.83' (ST2) ELEV.=17.84' (LP4) GRADE = 18.20' FINISHED,GRADE `^ _ , / /, �•�• ,�%,:;. %,/;� �• 3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6" LIFTS. �;�i: INLET MIN. 4" DIA SDR 35 /�/; 24 24" M,u< 2.5' 2a'-- 24" 2.5' 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATION WITH EACH UTILITY INSTALLATION. PVC PIPE PITCHED CHIMNEY �• 24' MAX. MAX. : I blll'IIMUM 1/4" PER FOOT CHIMNEY FROM SANITARY TRAP 20' R . 20' I 5, THE CUSTOMER'S DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BE A MINIMUM OF TEN (10) FEET, RUNNING Ei Y4" DIAMETER SDR 35 PVC PIPE PARALLEL FROM ANY UNDERGROUND UTILITY (ELECTRI ' RVI-- - - - 8 TRAFFIC BEARING,S1A6 12 PfTCHED MINIMUM 1I/8 PER zD' - ,�h , 4`. .• . C, GAS, TELEPHONE, CABLE T.T. AND SANITARY SENER SE CE) '-�._.--- - �r " MIN. FOOT - `� AND OIL STORAGE TANK, STORM DRAIN OR CATCH BASIN, DRIVEWAY CURB LIGHTENING POLE ELECTRIC �_J 6 I FLOW UNE 6 ` -----_-.-- --- 8" TRAFFIC BEARING SLAB r _l A , INVERT (IN) INVERT our) -- - " `�P. j TRANSFORMER, TREES, OR ANY LARGE OBSTRUCTIONS. ELEV.=15.07 (STI) 14" -ELEV.=14.57' (511)' EL.EV.=16.07' (STI) 18" (INVERT (IN)ELEV.=15.57' (ST2)i I WATER MAIN NOTES: INVERT k- L a ELEV.=14.48I(UPI & LP2) 4• 0 0 o,I,•- ELkV.=15-28' (NEW MAINTENANCE GARAGE) ( 8" ELEV.=15.48'(L1P3 & LP4) 20' INVERT - 4' ,� 4" a - ( 1. WATER MAIN PIPE TO BE BLUE BRUTE PIPE, CLASS 150 AS MANUFACTURED BY IPEX INC. OR APPROVED EQUAL. PIPE ELEV.15.20' 4'-0- PVC DROP B' MIN. SEPARATION SHALL MEET AWWA STANDARD C900 AND ASTM STANDARD D2241-89. PVC PIPE SHALL BEAR THE APPROVAL OF THE PROPOSED HOUSE TRAP ( s TEE ONE PER - - 'r o^N Uj s• I NATIONAL SANITATION FOUNDATION. PROPOSED V U E TRAP f DISTRIBUTION BACKFILL v a. - BACKFILL LINE MATERIAL �'�� °' MATERIAL 6" MINIMUM { CLEM SAND ; � z�� CLEAN SAND 2. ALL FITTINGS SHALL BE BLUE BRUTE AWWA C907 AS MANUFACTURED BY IPEX INC. OR APPROVED EQUAL. OUTFALL #A)I1 I REINFORCED I AND GRAVEL _>> AND GRAVEL i CONCRETE SLAB 6^ BOTTOM OF RING p U° o �- o --�- (OUTFALL 3) ELEV.=10.57' (STI) b o 0 3. ALL MATERIALS SHALL BE NEW. NO USED MATERIALS SHALL BE INCORPORATED INTO THE WORK. (NOT TO SCALE) t (NOT TO SCALE}-� � MIN ELEV.=11.57' (sr2) 3' ;� -: '= 0 3' I 8._0" ( . U �_--- L� L MIN. 4. ALL PIPE FITTING CONNECTIONS SHALL BE MECHANICAL JOINTS. ALL PIPE CONNECTIONS SHALL BE MADE USING ----- ALLOWABLE SITE SANITARY FLOW I a FLEXIBLE ELASTOMERIC SLIP ON JOINTS MEETING ASTM STANDARD 03139-89. �� w..� �, (Population Density Equivalent) 1200 GALLON CAPACITY CYLINDRICAL SEPTIC TANK � � ! 5. PIPE AND FITTINGS SHALL 3E INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AWWA MANUAL M23 Groundwater Management Zone: IV (600 GPD/Acre) (NOT TO SCALE) I BOTTOM OF RING s" _- AND THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. Use 600 GPD/Acre x 12.27 Acres = 7,362 GPD PROPOSED 1 , 200 GALL 011 SANITARY SYSTEMS PROFILE ( EL�: 9:8' ��3���� 6. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL SANITARY FLOW FROM ONSITE BUILDING W/ NO WATER OR SANITARY ,�"' 10'-0" (OUTFALL 3 & 1h rMATERIAL SHALL BE TAMPED IN 6' LAYERS. STONES SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF AT (SEE DWG C5 FOR EXISTING SANITARY FLOW TABLE) J 6' MIN. PENETRATION LEAST 6 BELOW THE BOTTOM OF THE PIPE. -T INTO A VIRGIN STRATA of DESIGN SEWAGE FLOW RATE - 0.04 GPD/SF (GENERAL INDUSTRIAL) OUTFALL #2 SEWAGE DISPOSAL SYSTEM DESIGN L_ ____ _. V HIGHEsT_EXPECTED GROUNDWATER QEL 1.80' _ _SAND AND GRAVEL - - 7. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54". 0.04 GPD/SF X 15,519 SF = 620.76 GPD EXISTING 5,084 SF ANIMAL SHELTER LEACHING POOLS NOT TO SCALE) 8• ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION BLOCKING OR TIE RODS TO PREVENT MOVEMENT. TOTAL = 620.76 GPD (TO BE ADDED TO OUTFALL #2) EXISTING DESIGN SEWAGE FLOW RATE - 0.06 GPD/SF 9. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH THE LATEST OUTFALL #3 SEWAGE DISPOSAL SYSTEM DESIGN GPD 0.06 GPD/ EDITION OF AWWA STANDARD C600. SF X 5,084 SF 305.0. = 1- EXISTING 11,786 SF BUILDING USE - MAINTENANCE GARAGE 10. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C-651-86 OR THE LATEST REVISION. EXISTING SEPTIC TANK DESIGN SEWAGE FLOW RATE - G.04 GPD/SF (GENERAL INDUSTRIAL) REQUIRED: 305,04 GPD X 2 DAY FLOW = 610.08 GALLON 11. BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS 0.06 GPD/SF (OFFICE) PROVIDED: (1) 2,000 GALLON CIRCULAR TANK (NOT TO SCALE) SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES, GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1 ,000 LINEAR FEE-) OF WAI ER MAIN OR PORTION THEREOF. 0.04 GPD/SF X 9,666 SF = 386.64 GPD (GENERAL INDUSTRIAL) EXISTING LEACHING POOL 0.06 GPD/SF X 2,120 SF = 127.2 GPD (OFFICE) REQUIRED: 305.04 GPD / 1 .5 GPD/SF = 203.36 SF MANHOLE NOTES: TOTAL 513.84 GPD USE MINIMUM 300 SF 300 SF / 31 .4 SF/VF = 9.55 VF (SAY 10 VF) _... _.. ___ __-___ 1. CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. & 28 DAYS_ SEPTIC TANK PROVIDED: (2) 10'-0" DIAMETER X 11 VF EFFECTIVE DEPTH ALL COVERS SHALL HEAVY DUTY, TRAFFIC __ - - 2. FRAME & COVER SHALL BE WATERTIGHT INSECT-PROOF 2 LEACHING POOLS X 11 VF/LP 22 VF PROVIDED @ BEARINGc WATERTIGHT, T-PROOF AND LOCKABLE. = HT, BOLTED UDS WITH GASKETS, MODEL R-IC916-C1 BY NEF_NAH EXISTING ON SITE 8" 0 REQUIRED: 513.84 GPD X 2 DAY FLOW = 1,027.68 GALLON 31 .4 SF/VF =690.80 SF FOUNDRY COMPANY OIR APPROVED EQUAL PROPOSED WATER MAIN PROVIDE: (1) 8' 0 AND 4' LIQUID DEPTH, 1200 GALLON CIRCULAR TANK 690.80 SF > 300.00 SF (OK) 2" 0 TAP 3. CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT EXCEED TWO FEET IN HEIGHT (TYP.) 390.80 SF REMAINING 24" 4. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE LEACHING POOL ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT REQUIRED: 513.84 GPD / 1.5 GPD/SF = 342.56 SF 24 ANIMALS X 10GPD/ANIMAL = 240 GPD 1 tpa" . ---.� "�' `�''~ �I 6 MAY NOT BE SHOWN ON THE PLANS. EXISTING SEPTIC TANK I it 20 5/8" I- REQUIRED: 240 GPD X 2 DAY FLOW = 480 GALLON - 31" ------� PROPOSED 2" 0 TYPE K COPPER 0 342.56 SF / 31.4 SF/VF = 10.91 VF (SAY 11 VF) PROVIDED: (1) 2,000 GALLON CIRCULAR TANK DOMESTIC WATER SERVICE PROVIDE: (2) 10'-0" DIAMETER X 6 VF EFFECTIVE DEPTH EXISTING LEACHING POOL PLAN SECTION PRECAST CONCRETE SANITARY POOLS (7' OVERALL STRUCTURES HEIGHT) REQUIRED: 240 GPD / 1.5 GPD/SF = 160 SF 0 2 LEACHING POOLS X 6 VF/LP = 12 VF PROVIDED © 31 .4 SF/VF =514 SF USE MINIMUM 300 SF 0 376..8 SF > 342.56 SF (OK) 300 SF / 31 .4 SF/VF = 9.55 VF (SAY 10 VF) ' TYPICAL SANIITARY COVER PROPOSED MAINTENANCE GARAGE PROVIDED: (2) 10 -0 DIAMETER X 1 1 VF EFFECTIVE DEPTH BUILDING STRUCTURE FUTURE EXPANSION 2 LEACHING POOLS X 11 VF/LP = 22 VF PROVIDED ® (NOT To scaL1) 31 .4 SF/VF =690.80 SF REQUIRED: 50% OF LEACHING CAPACITY 690.8D SF > 300.00 SF (OK) TYPICAL CURB Z CORPORATION VALVE DETAIL I PROVIDE: (1) 10'-0" DIAMETER X 6' MIN. EFFECTIVE DEPTH PRECAST CONCRETE 390,80 SF REMAINING (NOT TO SCALE) SANITARY POOL 3 v OUTFALL #4_SEWAGE DISPOSAL SYSTEM DESIGN METALLIC WARNING t TYPICAL UTILITY TRENCHSAWCUT UTILITYISTIN(G TRENCH ALONG BOTH TAPE - CONTINUOUS I SIDES OF UTILITY TRENCH - TYPICAL U' PROPOSED 11,520 SF BUILDING USE - MAINTENANCE GARAGE DESIGN SEWAGE (FLOW RATE - 0.04 GPD/SF (GENERAL INDUSTRIAL) %;./; % :�/ •/�• /'.' �% '� 0.04 GPD/SF X 11 ,520 SF = 460.80 GPD (GENERAL INDUSTRIAL) �; .•/ j; //'' j',// /,./ • / / - TOTAL = 460.80 GPD a SEPTIC TANK PROPOSED ELECTRIC REQUIRED: 460.8 GPD X 2 DAY FLOW = 921 .60 GALLON a PROVIDE: (1) 8 0 AND 4 LIQUID DEPTH, 1200 GALLON CIRCULAR TANK �• PROPOSED TELEPHONE PROPOSED C~ LEACHING POOL CONTINUOUS TONE PROPOSED 2" WATER COMMUNICATIONS r� �-..; _ WIRE LINE (COAXIAL CABLE) SU1;1.ULK C0YJiN! Y DEPAP E-1 3-11-16 MF AS PER COMMENTS BY SCDHS DATED 2-25-16 RGD : .������ i % REQUIRED: 460..8 GPD / 1 .5 GPD/SF = 307.20 SF TYPICAL UTILITY TRENCH Vit.,a���.- `"'� 2-12-16 MF AS PER COMMENTS BY SCDHS DATED 1-13-16 RGD -v (NOT TO SCALE) Fj 307..2 SF / 31 .4 SF/VF = 9.78 VF (SAY 10 VF) R E I*E 'rICL'�',rCji>,11Ef�: _ GI t� -_! -p©�Ct � METALLIC MARKING TAPE �� � ` .T � �-�� -r f., � ,y 12-1-15 LG ISSUED FOR PERMITTING MCJ/RGD CA 32" MAX. (TYPICAL} SE IDi(��bIIP>�� ��t�}• ���r�"n (��L�;C)I'iUfT�GI'd� 10-22-15 MCJ RELEASED FOR BID RGD PROVIDE: (2) 10 -0 DIAMETER X 5 VF EFFECTIVE DEPTH �/ - Q PRECAST CONCRETE SANITARY POOLS (6' OVERALL STRUCTURES HEIGHT) z SURFACE £VI ��lElz'S INITIALS* _ DATE - BY DESCRIPTION APPROV. BY 2 LEACHING POOLS X 5 VF/LP = 10 VF PROVIDED @ 31 .4 SF/VF =314 SF z REVISIONS EXCAVATE & BACKFILL I l 314 SF > 312.27 SrF (OK} !. WITH XCAVAT MATERIAL TOWN OF S O U T H O L D FUTURE EXPANSION V A.O.B.E. COMPACT I 43 BACKFILL IN 6" LIFTS. j I SUFFOLK COUNTY, NEW YORK 01 a REQUIRED: 50% OF LEACHING CAPACITY 10'-0" 10'-0" DRAINAGE PROPOSED 2" WATER LINE I HIGHWAY MAINTENANCE GARAGSTRUCTURE(1) 10'-0" DIAMETER X 5' MIN. EFFECTIVE DEPTH NCRETE MIN. 1' - REMOVE U SANITARY POOL UNSUITABLE MATERIAL IF {-� , -TEMPORARY SHEETING AND SITE I M P R O �/F_M E N T S ENCOUNTERED TOTAL SITE DAILY DISCHARGE: AS PER O.S.H.A. S PLAN VIE1PJ WHERE NO GROUND WATER EXISTS REQUIREMENTS �= SANITARY DETAILS E :2 EXISTING OUTFALL- #1 - 243.9 GPD (SEE SANITARY FLOW TABLE ON DWG. C5) Co EXISTING OUTFALL #2 - ANIMAL SHELTER = 305.04 GPD SEWER LINE SEPARATION WATER LINE EXCAVATION DETAILS p� � a ANIMAL WASTE = 240 GPD (NOT TO SCALE) (NOT TO SCALE) ;,. . _ - L. K. !1✓ CLEAN ASSOCIATES, P.C. 00 ADDITIONAL BLDGS. UN SITE = 620.76 GAD • ' F. TOTAL OUTFALL 2 = 1,165.80 GPD SEE SANITARY FLOW TABLE ON DWG. CJ ;' " �✓:�-,:^�.� ,;�. a _.. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 # ( ) = II,.: 1,.�::' Sheet No. o i ;;.;;, '> Designed By: MCJ Scale: AS NOTED a o EXISTING OUTFALL #3 - 51.-3.84 GPD (SEE SANITARY FLOW TABLE ON DWG. C5) N U0 PROPOSED OUTFALL #4 - 460.80 GPD i`=. -o •�';=� ,..'iv r .-._z.�J,,,•,- Drawn By: PWD, MCJ Date: OCT. 2015 ,� C = 2,384.34 < 7,362 GPD (AVAILABLE FLOW)=>(OK), of 4,977.66 GPD REMAINING (SITE IS WITHIN DENSITY) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES "`_; =' „u ` ` Approved By: RGD File NO. 13108.000 L a S43' 34' 01.93"E 202.82' 1,200 GAL. SUBSURFACE EXISTING r SANITARY SYSTEM ON—SITE "�`" -••:�,.,,. WATER HIGHWAY •� SERVICE MAINTENANCE BARN C (OFFICE) ST 1 STY. °O 0 W/UNFINISHEDD tP3 N42° 35' 58.07"E BASEMENT J 256,09' 1 (2120 SF) LP4 HIGHWAY 1-1/2 S T Y. IVD• FR. MAINTENANCES34' 44' 28.07"W BARN 152.84' (5,470 5F) 1-STY, S6° 20' 58.07"W BLOCK HIGHWAY 41.16' MAINTENANCE BARN ` 6 74.8 7' (GARAGE) S45` 53' 11.8,3°,E (.50 �NC�A S43° 39' 01.93"E 0 111.64' SHED/FURP HDUSE STORAGE ' BUILMW 40' 1-STY S35' 19' 48.07"W DIA CLINC.SIM4GE VA FR. Q !1,440 sF) BUILDING 50' 177.5 sF) 81•64' DIA !2,020 s0 ' 5'x5' CON(. TEST HOLE L C Of�""'� �. UTILITY PAD CONCRETE E�� UNDERGROUND a APRON ELEC. SERVICE HOUSE ��E N43" 30' 51.93"W CONCRETE , TRAP E —�— SIDEWALKFA 208.32 2" GAS w 1,200 GAL. _LP1 I —G—G c SERVICE SUBSURFACE ro SANITARY SYSTEM t DROPCURB ao S35' 19' 58.07"W _04 L�2 MAINTENANCE GARAGE 110 N 80'x144' I I 344.84, L 11.520 SQ.EL (F.F. ELEVATION = " GAS r� 18.28') SERVICE Z CONCRETE APRON CONCRETE APRON EX. HYDRANT B EXISTING GAS _,�-�•--w� MAIN i J FETTERVILLE --' PIX1 STY. EXISTING WATER EXISTING DOUBLE SERVICE „ CHECK VALVE S50' 13 01.93"E J 205.00' -? EXISTING 6" WATER ANIHAL SHELTER BLOCK J BLDG.t-STY 1-+ (7,070s0 SERVICE TAP AND TEE _. m UTIL. s.,. (6446 l •f --. ..� ..,. I- FR SlUFFOL:<10���i119TY DEPARTMENT OF HEALTH.JI- RVIC ^I l !!11 ` EUTIrl- y BLD- FETTERVILLE / (700 fO 1 �(` '���`( ( a' � (64Dsf) POI STY. A P J1,AL O �ONSTRU CTEC)1v' 0�K%.j o (L560sF1 " ! iic Ira A FZ 1 �� Z�)fi 1.1.8-rdfjT,No._ .���:_J 0 ,0 V) S35' 19 58.07"W _ I 177.84' I rJ81 and Vvnt:-r ru, -.;v Lr. Department or olit;;t .D .... ..... "'"w.r"'..,...'.."`r.... ,_ N46• A(•f.065�f ' {a.e 1,lr I.'r J.,4;UI9d to e CJtfsfac{0.i'' 51) 21.93)/Wy. f" 20 _ Oitico of u✓u5towater Iii whit 'Apo 0 SITE PLAN SCALE: 1 "=60 v 3 rn 2 O T •U v L- a, 3/31/17 MCJ ADDED METES AND BOUNDS TO PROPERTY LINE RGD c DATE BY DESCRIPTION APPROV. BY CL REVISIONS U- TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK v HIGHWAY MAINTENANCE GARAGE U AND SITE IMPROVEMENTS a� w'-Yo�"�r c y�6,<%.41814 4 SANITARY AS -- BUILT 1 w L. K. McL.EAN ASSOCIATES, P.G. o41 Z) „• CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ul w 0 0 5� ��� Designed By: MCJ Scale: AS NOTED Sheet No. .00 PROV Drawn By: KG Date: MAR. 2017 on Q � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approved By: RGD File No. 13108.000 UNDERGROUND ELEC. SERVICE E CONCRETE APRON CONCRETE SIDEWALK EXISTING ON—SITE WATER SERVICE 5'x5' CONC. UTILITY PAD DROPCURB `""`-� 0193£ 11200 GAL. SUBSURFACE SANITARY SYSTEM G G G G G G G G G� .00 2 ,Z.. i\P1 2" GAS SERVICE ' C \" s HIGHWAY ~ MAINTENANCE BARN �P2/ o (OFFIT E) _ n g , W/UNFINISHED LP3' ti 1,200 GAL. SUBSURFACE SANITARY SYSTEM BASEMENT D MAINTENANCE GARAGE Il '\'LP4/ 80'x 144' 11.520 SQ.FT. HOUSE TRAP (F.F. ELEVATION = 18.28') I GAS SERVICE 0 CONCRETE 0 0 APRON CONCRETE APRON HIGHWA Y S T Y. WD, FR, MAINTENANCE £ " BARN (5,470 0 sf) f I EX. HYDRANT B 0I ( OUTFALL #3 AS -- BUILT SANITARY PLAN " SCALE: 1"=20' w w w w w "__1I SITE DATA: SCTM #: 1000-075.00-05.00-014.001 SITE AREA. 12.27 ACRES EXISTING DOUBLE EXISTING WATER SERVICE CHECK VALVEZONING : R80 (RESIDENTIAL LOW DENSITY) AS-BUILT EXISTSERVICEING TAP ANDWATER TEE BUILDING AREA: 11,520 SF SANITARY DISTANCES 3 'v 1. NO EXISTING SURFACE WATERS / WETLANDS WITHIN 100'. m 2. PUBLIC WATER SUPPLY FOR THE MAINTENANCE GARAGE BUILDING IS FROM THE A B C D a EXISTING ON SITE 8" WATER SERVICE PROTECTED BY AN 8" RPZ. v ST 1 41 ' 107' ST2 24' 21 ' OUTFALL #4 AS - BUILT SANITARY PLAN 3. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE SANITARY SYSTEMS. > ° LP 1 45 114' LP3 34.5 30.5 �' �, � NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE SANITARY SYSTEMS. SCALE: 1 =2o LP2 54' 1 98' 1LP4 34.5' 15' 4. AS—BUILT TOPOGRAPHIC INFORMATION FROM FIELD SURVEY COMPLETED BY L. K. MCLEAN ASSOC., P.C. ON MARCH 3, 2017. 5. VERTICAL DATUM IN NAVD 88 (IN FEET). NOTE: 41 r U) ';' DISTANCES ARE TO THE b`` 6. ALL MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. to rt CENTER OF THE STRUCTURE ( 7. COORDINATES AND BEARINGS SHOWN ARE IN THE LONG ISLAND ZONE OF THE NEW YORK STATE PLANE COORDINATE SYSTEM (NAD 1983). b - O � r PROJECT LOCATION -�' Pecanic Otrnes ir 0 County Park yA rauacters —' Lauding Parrs Goldsmith's hilar Park l :s;)t)th17fC! 0 Fi ' II1:Pi (z5} v rF1:01-v Corey Creek. rn br�fTr3 Li South (7s} hdarharYark 3/31/17 MCJ ADDED METES AND BOUNDS TO PROPERTY LINE RGD c C DATE BY DESCRIPTION APPROV. BY REVISIONS rTeconic Bay Ydinery r r TOWN OF S O U T H O L D �: Shinn Estate 3 lfeBeach - Vineyards and � �' (i5) r;:_ J.vaar SUFFOLK COUNTY, NEW YORK ° rr`cr ParkIR HIGHWAY MAINTENANCE GARAGE t3AND SITE IMPROVEMENTS Q) t . C , v North Sark N Country Club Cu:clt:,gue `. ,r SANITARY AS - BUILT 2 �� e 00 L. K. McL LAN ASSOCIATES, P.C. o t'`""t`'`'' ;+ ccr`tiiri CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 r- I( f) 4 o �{ n� w Designed By: MC,j Scale: AS NOTED Sheet No. 0 o C7 "ate` o LOCATION MAP •����\ ;r��8� �,w'' Drawn By: KG Date: MAR. 2017 � C� ,G�a� S A 2 a N.T.S' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES "~ ---' Approved By: RGD File No. 13108.000 INDEX OF DRAWINGS TOWN OF SOUTHOLD T1 TITLE SHEET SUFFOLK COUNTY , NEW YORK CO LEGEND, ABBREVIATIONS AND NOTES C1 OVERALL SITE PLAN rountiors Coun if Flaf k 4 C2 EXISTING CONDITIONS 100 C3 SITE PLAN GaMsmith's 4c., C4 SITE DETAILS (.nlet Park rej C5 EXISTING CONDITIONS & REMOVALS SANITARY 141P 11 CA C6 PROPOSED SANITARY PLAN PFIC-D I i�_, -a Corey cr+_�ek . SANITARY DETAILS C7 C8 DRUM STORAGE PLAN AND DETAILS X, C9 500 GAL WASTE OIL TANK DETAILS YliY X 01, �,%A S1 FOUNDATION PLAN 1 71 tZ S2 FOUNDATION DETAILS S3 INTERIOR PARTITION FRAMING 0, g Hzirbor Park AO CODE COMPLIANCE un A n A 1 FLOOR PLAN AND DETAILS V, 44- SITE LOCATION > 1!�1011 A2 REFLECTED CEILING PLAN A3 ELEVATIONS "y A 4 SECTIONS Bay INIrwery' A5 ENLARGED PLAN AND DETAILS liri eymds ajid A6 DOOR AND WINDOW SCHEDULES AND DETAILS OTFIn hou sp PLANS FOR THE MO LEGEND, ABBREVIATIONS AND NOTES lifl M1 GROUND FLOOR CONSTRUCTION PLAN M2 ROOF/MEZZANINE CONSTRUCTION PLAN Country Club H GH' W A Y MAINTENANU" E GARAGE M3 DETAILS IP- M4 DETAILS AND SffE � MPROVEMENTS M5 SCHEDULES M6 SCHEDULES LOCATION MAP SOUTHOLD , SUFFOLK COUNTY , N . Y . PO LEGEND, ABBREVIATIONS AND NOTES N.T.S. P1 GROUND FLOOR DOMESTIC WATER CONSTRUCTION PLAN SCTM# 1000 -75-05- 14. 1 P2 UNDER SLAB SANITARY CONSTRUCTION PLAN 'g P 3 GROUND FLOOR SANITARY CONSTRUCTION PLAN IrO al= gz__ g P4 GROUND FLOOR MEZZANINE NATURAL GAS CONSTRUCTION PLAN n OCTOBER 22 2015 1, 0 P5 SCHEDULES AND DETAILS 0 T P6 DETAILS E 0 ELECTRICAL COVER SHEET P -gmagg Al. E 1 FIRST FLOOR PLAN POWER g "'M ul A m W"11117IN' E 2 FIRST FLOOR PLAN LIGHTING a�,rx Nb ld� t Q) egg LTG & PWR _`0 E3 MEZZANINE PLAN V > 0 T. C) "K, ;Xv� E4 ELECTRICAL RISER AND DETAILS 1-01, X E 5 ELECTRICAL SCHEDULES k 01 E6 ELECTRICAL SCHEDULES Q) OCC 0 V) g am �,Ylkl%_9��Ili i PLUMBER CERTIFICATION gq m UPANCY OR E, ON LEAD CONTENT BEFORE N m CE 4TIFICA TE OF OCCUPANCY & USE IS UNLAWFUL T CERT11 1:v -ICA TEf I F TE SOLDER USED IN WA WITMU "A';NIP In OF OCCUPANCY SUPPLY SYSTEM CANNOT nui� .4 IV" �zl, EXOEE0211 0 OF I% LEAD. C 'k, mmm� �,VNJR g�W-N, , F?'i FINE INSPECTION j,1,15 A119 H91111)11190 M :k, ALL PLUMBING WASTE 0Q1 PLUMBING x, m'iE .21 1 � 0- �m,� I Certincation g -15-1560 before ik 6� REQUIRED BEFORE, �'ki�f M 63"taCt TOS Crlc'; R &WATER LINES NEED 11,V 13,�, - 1 A (o �7 jide En:�,,incelr`s WENING Backfill, OR Pro' zt X �(j to Code. a— x-mm has , q!n inst N DA'f r: TESTING BEFORE COVERING N Jn th:at the d rainage PV FEE:___--- -f-MER A 5, A AAM m- Ems. > va `IZAA Rio 'ZA 1::4 12-1-15 LG ISSUED FOR PERMITTING MCJ/RCD 2 X F THUGS PLACARDING FIEQW-UM Z 765-12('9 WA LL_ � H !NSP�-r AB I -OLL r 4 10-22-15 mci RELEASED FOR BID RGD FC T `D `CAIC� T'F- DATE BY DESCRIPTION APPROV. BY �,g Ka P�)UF:t sm NT1,U RG I R A 'T *0 'tA�,- N� a o 'A-M- CL ir, �, _t, , - grr R tae �ERTYI`�' ji'5AU 0 N REVISIONS 'l-Z 2. N 0 A 1. gial Z,2014'7` TOWN OF SOUTHOLD P3 __0 -10, R� 4A., 4. FINAL G 1-81, rFf 5 x g .1 NP, --F THE _'g C C, JIC d SUFFOLK COUNTY, NEW YORK R ALL COt,iSTFIJ� T C, t N 0) !�R S!BIL 'Affl; F, i .10� r�� �Fr);,i, on IN N YO� i< ST,,'JE. I` S 1i C*I'�,C'N E R�'O 10 OWN 00";_ gf,�.g �I �, �*C.-I I . -1 3 V'"4_0� uJ OR CONS 11RA E * AND SITE IMPROVEMENTS WNN Z, g 0 �,011 A. P4 COVER SHEET CL 00 SITE Lmj A P C7 0 :1 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS L. K. McLEAN ASSOCIATES, P.C. N.T.S. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 V) LO 0 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER Sheet No. THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE Designed By: MCJ Scale: AS NOTED 60 C-4 C� SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER co MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF Drawn Date: Ki�? THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION BY: PWD, IVICJ OCT. 2015 0 r) T 1 u (NYS ED. LAW SECTION 7209-2). Approved BY: RGD File No. 13108.000 I I __j GENERAL NOTES: SAFEGUARDS DURING CONSTRUCTION : 1 . TIHE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION 1. THE PROVISIONS OF THE BUILDING CODE OF NEW YORK STATE CHAPTER 33, SAFEGUARDS DURING AND FOR SEQUENCES AND PROCEDURES TO BE USED. CONSTRUCTION, SHALL GOVERN THE CONDUCT OF ALL CONSTRUCTION OPERATIONS WITH REGARD TO 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO THE SAFETY OF THE PUBLIC AND PROPERTY. FOR THE PURPOSE OF CHAPTER 33, CONSTRUCTION OPERATIONS SHALL INCLUDE EXCAVATION, ERECTION, ALTERATION, REPAIR, REMOVAL AND DEMOLITION AS COMMENCING WITH WORK, SHALL REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT. IF CONCEALED CONDITIONS ARE ENCOUNTERED AT THE SITE WHICH RELATED TO BUILDINGS. FOR REGULATIONS RELATING TO THE SAFETY OF PERSONS EMPLOYED IN SUCH CONSTRUCTION OPERATIONS, THE PROVISIONS OF SUBCHAPTER TEN OF THE LABOR LAW AS DIFFER MATERIALLY OR DIMENSIONALLY FROM THOSE INDICATED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. IMPLEMENTED BY THE INDUSTRIAL CODE OF THE STATE OF NEW YORK, RULE N0. 23, SHALL APPLY. 3. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF A DISCREPANCY EXISTS OR A DIMENSION IS 2. THE CONTRACTOR SHALL INSTITUTE AND MAINTAIN SAFETY MEASURES AND PROVIDE ALL EQUIPMENT OR TEMPORARY CONSTRUCTION NECESSARY TO SAFEGUARD ALL PERSONS AND PROPERTY AFFECTED BY THE OMITTED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. CONTRACTORS OPERATIONS. 4. ANSI A 10.6. "SAFETY REQUIREMENTS FOR DEMOLITION" SHALL GOVERN DEMOLITION WORK EXCEPT AS 3. THE CONTRACTOR SHALL PROVIDE WARNING SIGNS, FENCES AND OTHER ITEMS AS REQUIRED FOR THE OTHERWISE SPECIFIED HEREIN. WHERE THE REQUIREMENTS SPECIFIED HEREIN OR CONTAINED IN THE PROPER PROTECTION OF WORKMEN ENGAGED IN DEMOLITION OR CONSTRUCTION OPERATIONS, THE ANSI STANDARD DIFFER FROM THE APPLICABLE RULES, REGULATIONS AND CODES. THE MORE PUBLIC AND ADJACENT CONSTRUCTION. STRINGENT REQUIREMENTS SHALL GOVERN THE WORK UNDER CONTRACT. 5. -THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY PROTECTION OF ADJOINING PROPERTY THAT 4. THE CONTRACTOR SHALL NOT CLOSE OR OBSTRUCT WALKWAYS, PASSAGEWAYS, OR STAIRWAYS. THE MAY BE AFFECTED BY ANY WORK, ADJACENT PROPERTIES SHALL BE PROTECTED BY THE PROVISIONS OF CONTRACTOR SHALL NOT STORE OR PLACE MATERIALS IN PASSAGEWAYS, STAIRS, OR OTHER MEANS OF THE SAFEGUARDS DURING CONSTRUCTION AND CHAPTER 33 OF THE NEW YORK STATE BUILDING CODE. EGRESS. 6. ALL DEMOLITION SHALL BE PERFORMED BY METHODS WHICH WILL PREVENT DAMAGE TO AREAS THAT 5. THE CONTRACTOR SHALL NOT INTERFERE OR OBSTRUCT THE 24 HOUR OPERATION OF THE LONG BEACH ARE EXISTING TO REMAIN. CONTRACTOR SHALL PROVIDE TEMPORARY SITE PROTECTION AS REQUIRED TO FIRE DEPARTMENT LOCATED WITH THE MUNICIPAL BUILDING. THESE AREAS. DAMAGE THAT DOES OCCUR, SHALL BE CORRECTED TO THE ARCHITECTS SATISFACTION, 6. NO STRUCTURE, DEVICE, OR CONSTRUCTION EQUIPMENT, WHETHER PERMANENT OR TEMPORARY, AT THE CONTRACTORS EXPENSE AND AT NO ADDITIONAL COST -TO THE OWNER. INCLUDING ALL PARTLY OR FULLY COMPLETED ELEMENTS OR SECTIONS OF THE BUILDING, SHALL BE 7. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS AND GUARDS AND/OR LOADED IN EXCESS OF ITS DESIGN CAPACITY. TEMPORARY SHORING AND BRACING IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE. THIS 7. ALL BUILDING MATERIALS STORED AT THE CONSTRUCTION AREA, AND/OR IN AND AREA OF THE INCLUDES, BUT IS NOT LIMITED TO SHORING AND BRACING FOR AREAS WHERE EXISTING WALLS AND BUILDING. SHALL BE SECURED IN A LOCKED AREA. ACCESS TO SUCH AREAS SHALL BE CONTROLLED OTHER SUPPORTING STRUCTURES ARE TO BE REMOVED PENDING INSTALLATION OF NEW OR REPLACED BY THE CONTRACTOR AND OWNER. NO HAZARDOUS MATERIALS SHALL BE STORED ON SITE WITHOUT STRUCTURAL ELEMENTS. STRUCTURAL ELEMENTS SHALL NOT BE REMOVED OR ALTERED WITHOUT THE AUTHORIZATION OF THE OWNER AND IN ACCORDANCE WITH CITY REQUIREMENTS. CONTRACTOR SUBMITTING AN "ACTION PLAN" TO THE ARCHITECT FOR APPROVAL. THE CONTRACTOR SHALL MAKE SUCH EXPLORATIONS AND PROBES AS ARE NECESSARY TO ASCERTAIN NECESSARY 8. THE CONTRACTOR SHALL KEEP ALL FLAMMABLE MATERIALS TIGHTLY SEALED IN THE MANUFACTURES' PROTECTIVE MEASURES BEFORE PROCEEDING WITH DEMOLITION AND REMOVAL WORK. THE CONTRACTOR CONTAINERS WHEN NOT IN USE. SUCH MATERIALS ARE TO BE KEPT AWAY FROM HEAT. SHALL GIVE PARTICULAR ATTENTION TO SHORING AND BRACING REQUIREMENTS SO AS TO PREVENT AND 9. ALL FLAMMABLE MATERIALS SHALL BE USED IN AN ADEQUATELY VENTILATED SPACE. DAMAGE TO EXISTING CONSTRUCTION. 8. 'THE CONTRACTOR SHALL TAKE PRECAUTIONS TO GUARD AGAINST MOVEMENT OR COLLAPSE OF 10.ALL FIRE RETARDANT TREATED WOOD SHALL COMPLY WITH NEW YORK STATE BUILDING CODE SECTION 2303.2 CONSTRUCTION OR EQUIPMENT DESIGNATED TO REMAIN. THE CONTRACTOR SHALL REPAIR DAMAGE CAUSED BY SUCH MOVEMENT OR COLLAPSE. 1 1.ALL ELECTRICAL POWER SHALL BE SHUT OFF WHERE THERE IS EXPOSED CONDUIT. 9. WHEN REQUIRED FOR THE WORK, THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION 12.ALL ELECTRICAL POWER ON THE CONSTRUCTION SITE SHALL BE SHUT OFF AFTER WORKING HOURS. FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF WORK. OPENINGS IN ANY WALL OR 13.THE CONTRACTOR SHALL REGULARLY VERIFY THAT THERE IS NO LEAKAGE OF NATURAL GAS IN THE ROOF SHALL BE PROTECTED FROM ALL FORMS OF WEATHER OR WATER PENETRATION. BUILDING, OR ANY FLAMMABLE GAS USED IN CONSTRUCTION. 10.THE CONTRACTOR SHALL HAVE A LICENSED ELECTRICIAN ON THE PREMISES DURING ALL DEMOLITION 14.CONTRACTOR HAS TO MAINTAIN ACCESS AND EMERGENCY EXITS OF THE BUILDING AND AVAILABILITY OF WORK AFFECTING ELECTRICAL WIRING AND COMMUNICATIONS. CALL UTILITIES WITHOUT ANY DISRUPTION FOR OCCUPANTS THROUGHOUT THE CONSTRUCTION PHASE. 1 1.THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL WIRING, PLUMBING AND MECHANICAL EQUIPMENT 15.THE CONTRACTOR SHALL NOT DISTURB ASBESTOS OR ANY MATERIAL SUSPECTED OF CONTAINING AFFECTED BY DEMOLITION. REMOVED PIPES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR ASBESTOS. FOLLOW THE ABATEMENT PROCEDURES REQUIRED BY THE NEW YORK STATE CODE PART 56 BELOW FINISHED SURFACES, AND SHALL BE PROPERLY CAPPED OR PLUGGED. REMOVED ELECTRICAL DEPARTMENT OF LABOR. OR COMMUNICATION LINES SHALL BE COMPLETELY REMOVED BACK TO AND DISCONNECTED FROM THE RESPECTIVE ELECTRICAL PANEL, CIRCUIT BOX OR TERMINATION POINT. COMMUNICATIONS SYSTEM TO BE KEPT ACTIVE AT ALL TIMES. 12.THE CONTRACTOR SHALL EXERCISE ALL DUE CARE TO ENSURE THAT THERE WILL BE NO DISRUPTION IN DUST CONTROL NOTES: ELECTRICAL, GAS, WATER OR COMMUNICATING SERVICE TO SURROUNDING AREAS DURING DEMOLITION. 1 . THE CONTRACTOR SHALL CONDUCT OPERATIONS AND MAINTAIN THE PROJECT SITE SO AS TO MINIMIZE THE CREATION AND DISPERSION OF DUST. DUST CONTROL SHALL BE USED THROUGHOUT -THE WORK 13.THE CONTRACTOR SHALL NOTIFY THE OWNER AND 'THE ARCHITECT AT LEAST (3) WORKING DAYS PRIOR AT THE SITE. TO A REQUIRED SHUT OFF OF ELECTRICAL, WATER, GAS OR COMMUNICATION SERVICE. 2. 'THE CONTRACTOR MUST PROVIDE CLEAN WATER, FREE FROM SALT, OIL AND OTHER DELETERIOUS 14.THE CONTRACTOR SHALL DEMOLISH MASONRY IN SMALL SECTIONS. THE CONTRACTOR SHALL INSTALL MATERIAL TO BE USED FOR ON-SITE DUST CONTROL. TEMPORARY SHORES, STRUTS AND BRACING, WHERE NECESSARY, TO PREVENT THE COLLAPSE OF ANY CONSTRUCTION. 3. THE CONTRACTOR SHALL SUPPLY WATER SPRAYING EQUIPMENT CAPABLE OF ACCESSING ALL WORK AREAS. 15.MATERIALS AND/OR ITEMS NOT DESIGNATED TO BECOME THE PROPERTY OF THE OWNER SHALL BECOME w THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE OWNERS PROPERTY. 4. THE CONTRACTOR SHALL IMPLEMENT STRICT DUST CONTROL MEASURES. a 16. THE CONTRACTOR SHALL PERFORM WORK AS SHOWN, SPECIFIED OR IMPLIED IN THE CONTRACT 5. DURING ACTIVE CONSTRUCTION PERIODS ON-SITE. THESE CONTROL MEASURES WILL GENERALLY DOCUMENTS. CONSIST OF WATER APPLICATIONS THAT SHALL BE APPLIED A MINIMUM OF ONCE PER DAY DURING DRY WEATHER OR OFTEN AS REQUIRED TO PREVENT DUST EMISSIONS. W 17.MINOR DETAILS NOT CUSTOMARILY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION 0 OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF 'THEY ARE INDICATED ON THE DRAWINGS. IT I SHALL BE ASSUMED THAT BRIDGING, RACING OR SUPPORTS SHALL BE PROVIDED FOR ITEMS AS REQUIRED WHETHER EXPLICITLY SHOWN OR NOT. -THE INTENT OF THE CONTRACT IS TO PROVIDE FULLY FUNCTIONING AND COMPLETE SYSTEMS AND BUILDING. ALL WORK SHALL BE INSTALLED PROPERLY AND NOISE CONTROL ACCORDING TO THE INTENT AND MEANING OF THE CONTRACT DOCUMENTS AND IN ACCORDANCE WITH 1 . CONSTRUCTION OPERATIONS SHALL BE CONFINED TO NORMAL WORKING HOURS: 8 A.M. TO 5 P.M., GOOD PRACTICE AND PER THE MANUFACTURER'S INSTRUCTIONS. (n MONDAYS THROUGH FRIDAYS, EXCEPT NO WORK SHALL BE PERFORMED ON LEGAL HOLIDAYS, THE 18.THE GENERAL CONTRACTOR SHALL ASSIGN A SITE SUPERINTENDENT THAT WILL BE ON THE SITE EVERY CONTRACTOR SHALL OBTAIN THE WRITTEN CONSENT FROM THE OWNER TO PERFORM WORK AT TIMES ° DAY AND WILL DIRECT THE DAY TO DAY CONSTRUCTION ACTIVITIES AND COORDINATE DAILY WITH THE OTHER THAN THE HOURS STATED ABOVE AND THE WORK SHALL COMPLY WITH REQUIREMENTS FOR v ® OWNERS APPOINTED REPRESENTATIVE. NOISE CONTROL AS STIPULATED IN SECTION 1207 OF NEW YORK STATE CODE. L v 19.A COMPLETE SET OF CONTRACT DOCUMENTS AND CONSTRUCTION SKETCHES SHALL BE KEPT AT THE 2. THE CONTRACTOR SHALL USE ALL AVAILABLE MEANS TO MINIMIZE CONSTRUCTION NOISE ON WEEKENDS C SITE IN AN ORGANIZED MANNER FOR THE USE OF THE ARCHITECT, -THE OWNER OR THEIR BETWEEN 8 A.M. AND 5 P.M. REPRESENTATIVES. 3. THE CONTRACTOR SHALL EQUIP ALL MACHINERY AND EQUIPMENT USED FOR CONSTRUCTION WITH NOISE 20.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL SAFETY AND WORK PROCEDURES DURING CONTROL DEVICES SUCH AS MUFFLERS FOR INTERNAL COMBUSTION ENGINES OR OTHER SUITABLE NOISE THE CONSTRUCTION OF THIS PROJECT. SUPPRESSORS. U 21.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL SURFACES DAMAGED BY 4. NOISE PRODUCED BY CONSTRUCTION OPERATIONS SHALL BE KEPT TO A MINIMUM AND SHALL BE s HIMSELF OR SUB-CONTRACTORS UNDER HIS CONTROL. THE SHALL INCLUDE AREAS WITHIN THE CONSISTENT WITH REASONABLE HUMAN HEALTH REQUIREMENTS CONSIDERING TIME OF DAY AND LOCATION CONSTRUCTION ZONE AS WELL AS ALL OTHER AREAS ON THE PREMISES. IF REPAIRS ARE REQUIRED, OF WORK SITE. i NEW MATERIALS MUST MATCH EXISTING AND BE ACCEPTED FULLY BY OWNER AND THE ARCHITECT. N _ 5. CONTRACTOR SHALL COMPLY WITH APPLICABLE NEW YORK STATE NOISE POLLUTION CONTROL :U 22.THE GENERAL CONTRACTOR SHALL PROVIDE ALL CUTOUTS AND PATCHING REQUIRED FOR WORK. REGULATIONS 12-1-15 LG ISSUED FOR PERMITTING MCJ/RGD U) 10-22-15 MCJ RELEASED FOR BID RGD ° DATE BY DESCRIPTION APPROV. BY 0 REVISIONS TOWN OF SOUTHOLD v SUFFOLK COUNTY, NEW YORK ° HIGHWAY MAINTENANCE GARAGE v AND SITE IMPROVEMENTS c a � GENERAL NOTES C E Ln o a y t "a T I o L. K. Me-LEAN ASSOCIATES, P.C. ({ CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 LLn 0 Designed By: MCJ Scale: AS NOTED Sheet No. t f7 f�a L Ala ��-5 Drawn By: PWD, MCJ Date: OCT. 2015 C ("� a/ `� Approved By: RCD File No. 13108.000 S43* 34" 01,93"E SURVEY NOTES: SOUTHOLD HIGHWAY YARD T - 1 . ALL PLAN COORDINATES ARE BASED ON THE LONG ISLAND ZONE m 1 OF THE NEW YORK STATE PLANE COORDINATE SYSTEM (N.A.D. SC 1000 -7505 - 14. TABLE OF EXISTING & PROPOSED STORAGE TANKS r 1983). P/1 S�0117X17 S.C.D-H S - F 2. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. SIZE PRODUCT TANK LOCATION NOTES 3. RIGHTS TANK (CAL.) TYPE —OF—WAY SHOWN ARE NOT CERTIFIED. 2 2,500 GASOLINE STEEL W/DIKE ABV OUT TO BE REMOVED 8 1 ,000 GASOLINE STEEL W/DIKE ABV/OUT TO BE REMOVED N42" 35' 58,07l,*E PRIJI-A;v,�J Mfr_;-IWA Y I S34* 44' 28,07'W 4. TOPOGRAPHICAL FIELD SURVEY BY LOUIS K. McLEAN ASSOC., P.C. 9 1 ,000 GASOLINE STEEL W/DIKE ABV OUT TO BE REMOVED I j I S T Y wD, Ff,� OF NOVEMBER 5, 2013. 256,09" 1 AA V, 10 1 ,000 DIESEL STEEL W/DIKE ABV/OUT TO BE REMOVED 11 1 ,000 DIESEL STEEL W/DIKE ABV OUT TO BE REMOVED Jff 12 275 #2 FUEL OIL STEEL/IRON ABV/IN �1\1"sj 13 1 ,540 DRUM STORAGE ABV IN S6" 20" 58,07"'!"V 14 888 CY SALT STORAGE DOME ABV/OUT Ir 41,16' y✓ 15 488 CY SALT STORAGE DOME ABV/OUT "�_O J2 R T IGRA VEL 18 8,000 GAS HOOVER VAULT ABV/OUT 8,000 DIESEL VAULT ABV/OUT 19 HOOVER 09 S430 39' 01,931"E 20 500 WASTE OIL DW STEEL ABV/IN MAINTENANCE GARAGE (PROPOSED) 11:x;64' X� 21 1 ,531 MOTOR OILS DRUM STORAGE ABV/IN MAINTENANCE GARAGE (PROPOSED) niq 6 '6 TjP S35" 19' 48,07'W OR 81,64' 674,87' EXISTING PSEG EASEMENT S45* 53' 11,93E ,ADE^ WD� Fl?, 41 STk, 1P f 4 0' PLA 501� .......... 464L,L 4' FE N43" 30' 51,93'W 208,32' r ®/ tip'A _ ®/ - . 11),S'PNA!, T P/41111[7, A "E E35" 19" 58,071 34 4,84 'E'1V AEP11111 1- A 2J1C,*i4A 2: tn C: .1� f"A'VEMM I S50o 13' 01,93rr- 205,00" SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ANIMAL riL L f L,f2fo S35o 19' 58,07"W 96, �:j (n A SMML T PA 11CMEP]T 17784ti; ' p Im/fl, FR, E N 71"N 2 D1,OCK f"Ot &L DG, CMil p4j) ✓vn',''# A/C S v ll" IDX; fir,IVS �A rL'ILLITE ANTF/VA,"A Gj,.14lERA Mf,? A_/,P,,,Mi T r 'v� f,/,v,- '259 PA.k1r, f rehlcfE_ 21,93"W 12-1 —15 LG ISSUED FOR PERMITTING MCJ/RGD LL_ 1020,48' CD 9-3-15 LG REVISION REQUESTED BY TOWN ON 9-1-15 mci S V) C DATE BY DESCRIPTION APPROV. BY Q) 0- OVERALL SITE PLAN REVISIONS SCALE: 1 "=50' :3 TOWN OF SOU THOLD SUFFOLK COUNTY, NEW YORK 0 HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS 0 n& OVERALL SITE PLAN 00 E v,� L. K. McLEAN ASSOCIATES, P.C. 0 �fj\ CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 C/1 0 Designed By: MCJ Scale: AS NOTED Sheet No. (aenc f Drawn By: MF Date: JUNE 2015 0 r,� C1 Approved BY: RGD File No. 13108.000 PLOT SIZE: 22x34 S43' 34' 01.93"E 202.82' SITE DATA: caNc kv SCTM #: 1000-075.00-05.00-014.001 ASPHAL T PAVEMENT V SITE AREA: 12.27 ACRES ZONING R80 ( RESIDENTIAL LOW DENSITY S OFFICE ETER IF CONC, BUILDING AREA: PROPOSED 11,520 S a PROPANE PAD N42* 35' 58.07"E TANK 1. NO EXISTING SURFACE WATERS / WETLANDS WITHIN 100'. 256.09' J 2. PUBLIC WATER SUPPLY FOR THE PROPOSED MAINTENANCE GARAGE BUILDING IS %P HIGHWAY 1-112 STY. PROPOSED FROM THE ON-SITE PRIVATE WATER MAIN PROTECTED BY AN 8" WD, FR MAINTENANCE RPZ AND CONNECTED TO SUFFOLK COUNTY WATER AUTHORITY OWNED 8" TANK BARN S34* 44' 28.07"W 152.84' WATER MAIN. 3. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY SYSTEM. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE CONCRETE DIR TIGRA VEL PROPOSED SANITARY SYSTEM. PAVEMENT LJ I S6* 20 58.07"W 4. TOPOGRAPHIC INFORMATION FROM FIELD SURVEY COMPLETED BY L. K. MCLEAN GAS 4116' ASSOC., P.C. ON NOVEMBER 11, 2013. HIGHWAOCK 00 Lua METER MAINTENANCE TANKS ON 5. VERTICAL DATUM IN NAVD 88 (IN FEET). FUEL 6 74 8 7' 1 BARN CONC. PAD 6. ALL MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. ELEC, S41� PANEL 53' 11 .91 'EHA IN, S43' 39' 01,93"E 7. COORDINATES AND BEARINGS SHOWN ARE IN THE LONG ISLAND ZONE OF THE 111.64' NEW YORK STATE PLANE COORDINATE SYSTEM (NAD 1983). 6' CHAtir/GINK FENCE' 17 6SHED/PUMP QUEM #64 , FUEL wCONCRETE PAVEMENT HOUSE CUNC, PROPA ISLAND V/ TANK CANOPY DIRT/GRAVEL BUS, STORAGE STOP BUILDING 40' CL7NC, I-STY, S35* 1' DIA, STORAGE VD, FR, 81.6 4' BL"C"'Rn"41NING V, "L BUILDING 50 E V, "� DIA. E ------ DEMOLITION NOTE: 20- CONC, E �20 Sv PAD #26e I'll u T7 :� 6- (2 i�'--ELEC. FENCE ALL BUILDINGS, STRUCTURES, FENCING UTILITIES WITHIN -20cue x TRANSFORMER THE PROJECT AREA WILL BE REMOVED BY THE OWNER 16 T17N C17NC. PA .0 4' "—UTILITY BLDG. FE, =15.18 PRIOR TO THE START OF WORK AND SHALL NOT BE PART CONC.� PAD NATURAL GAS OF THIS CONTRACT GENERATOR Z I ELEC. SPHAL T N43' 30' 51.93"W 41 Q ASPHALT PAVEMENT PANEL PAVEMENT 70 1> 208.32' F —PROPOSED 1- 20- - PROJECT bi �:�_ -'-2s--, DIRT AREA, FIT A SHEET C-3) S35' 19' 58.07"W m 344.84' LO rao r4r) BROKEN A SPHAL T PAVEMENT (Z) Cv -25- --2o- - ji i _C H� ga E Vr) 16 W ALL 0 W —8±--Vk4JNL-1NK FENc -ASPHAE-T .r- El PA VEMENT LD _1 CONCRETE CURB CONCRETE WALL x Lux TRAILER RIM=15.42 I -0 _x @ J @ 050* 13' 01.93"E x x 205.00' ----------- ANIMAL SHELTER BLOCK BLDG, I-STY, UTILI ANTENNA SEWER A -1------ IV @ z LASPHN—T P'VEMENr GO -STY. VB. L ------- -- 4-.6-9 G rV _RIM_ rIV --\ '\ \ _I --C�--- ---- FR. GAR, yi x R114=16,04 VACUUMS-,, S35 - 19' 5 177.84' x_a x LIL #159 ELI NOT >1 C'y'qj"VLjN ENTER lqr IMPOUND DOG PENS YARD 1114 :�-:x BLOCK BLDG, POLICE 41 CUNC. PAD I-STY, OH WITH AIC f ---------- LIL #059 UNITS _Tj_ 1020.48' Elm #25917 V SATELLITE [` AIC RIM=11.73 DISH UNIT 12-1 -15 LG ISSUED FOR PERMITTING MCJ/RGD C181A6 E TOR 10-22-15 mci RELEASED FOR BID RGD z1&L'.t'NA1e1 aq PAD -------- ------------ DATE BY DESCRIPTION APPROV. BY zzFENCE ._x __A� ANTENNA RIM=11,61C ASPHALT PAVEMENT RdM=1.35 REVISIONS _FD :3 U- TOWN OF SOUTHOLD m LIL #259 SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS EXISTING CONDITIONS E :2 0 100 2yo LP Fe, L. K. McL OCIATES, P.C. EAN ASS t,' ,� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 0 I GRAPHIC SCALE: 1 50' Sheet No. LO Designed By: MCJ Scale: AS NOTED 0 Drawn By: PWD, MCJ Date: OCT. 2015 C2 Approved By: RGD File No. 13108.000 .......... ......................... f,"A Y GENERAL NOTES: ® 1 . ALL WORK TO BE IN STRICT COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL CODES AS WELL AS IN STRICT COMPLIANCE WITH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL 0 ELECTRICAL CODE SPECIFICATIONS AND REQUIREMENTS. 2. ALL EQUIPMENT WHEN APPLICABLE IS TO BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES FOR THE 0 INSTALL "FIBER OPTIC LINE IN INTENDED PURPOSE. COND � IT OVERHEAD. DROP TO -Metv'rCE BARM 4,41N 1 IV E 0BASEMENT_4N -OFFICE AREA M i 3. ALL MATERIALS SHALL MEET OR EXCEED MANUFACTURERS WRITTEN SPECIFICATIONS. PAD 4. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND EQUIPMENT ADJACENT TO THE WORK, SUPPORT AND RESTORE ASPHALT Al I I RELOCATE IF NECESSARY ALL EXPOSED LINES AND MAKE COMPLETE RESTORATION OF DAMAGED PIPING, CONDUIT, TRENCHt4qiROSS DRIVEWAY WIRING, CABLES AND APPURTENANCES AT NO COST TO THE UTILITIES, OWNERS, AUTHORITIES OR ENGINEERS. INSTALL UNDERGROUND FIBER 11 ...........-Tp�"N, 5. THESE DRAWINGS DO NOT INDICATE ALL OF THE EXISTING EQUIPMENT, DEVICES, WIRING, STRUCTURES, PIPING, OPTIC LINE IN 2" PVC CONDUIT RESTORE TRENCH AREA 'AD ETC. EITHER EXPOSED OR CONCEALED. PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL OBTAIN INSTALL PAJ)' AND/OR VERIFY THE EXACT LOCATION OF ALL EXISTING ITEMS THAT AFFECT THE WORK. UNDERGROUND ELECTRIC SERVICE 6. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF THE VARIOUS RESTORE TRENCH AREA r", IT y SYSTEMS AND THE APPROXIMATE RELATIVE LOCATIONS OF THE EQUIPMENT / DEVICES / ITEMS. 7. ALL EQUIPMENT SHALL BE INSTALLED / PIPED / WIRED IN STRICT COMPLIANCE WITH THE REQUIREMENTS AND INSTALL �,:PONLL 4,14 T fu',PA,L RECOMMENDATIONS OF THE EQUIPMENT MANUFACTURER. CONCRETE INSTALL 6A4 1� APRON CONCRETE /I TID T fly) I' SIDEWALK & ELECTRICAL CONCRETE ka CURB 1 . ALL ELECTRICAL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL CODES AND IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE SPECIFICATIONS AND REQUIREMENTS. AS'P�IAL - - - ---- - ----- INSTALL 1 ,200 GAL. INSTALL E INSTALL TWO 3" SPARE PVC CONDUITS FROM UTILITY 2. ALL EQUIPMENT AND COMPONENTS SHALL BE PROPERLY GROUNDED AS INDICATED ON THE DRAWINGS AND/OR SUBSURFACE 5'x5' CONC ROOM TO BEYOND SIDEWALK AND CAP ENDS AS REQUIRED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND MANUFACTURERS 80.0, RECOMMENDATIONS. SANITARY SYSTEM UTILITY PAD INSTALL GAS SERVICE (SEE SHEET No. C-5 & 6 FOR RESTORE TRENCH AREA 3. ALL POWER CONDUITS ARE SHOWN DIAGRAMMATICALLY, EXACT RUNS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD, EXCEPT WHERE SPECIFICALLY DIMENSIONED ON THE PLAN. ff DETAILS) INSTALL 2" DOMESTIC i 4. ALL EXPOSED CONDUIT SHALL BE PROPERLY SUPPORTED BY APPROVED HANGERS OF ANGLE OR CHANNEL WATER SERVICE CONSTRUCTION. RESTORE TRENCH AREA W W R� f ti �'�`` -�- 5.O'TYP. 5. EXPANSIONS FITTING SHALL BE FURNISHED AND INSTALLED WHERE CONDUITS, EXPOSED OR CONCEALED, THROUGH PASS PROPOSED\MAINTENANCE GARAGE TRUCTURAL JOINTS. OZ/GEDNEY "DXX" FOR EXPOSED AND TYPE "DX" FOR CONCEALED OR (FINISHED Fl_obl`� ELEVATION 18.28') 35.0' ::E APPROVED EQUAL. 6. CONDUIT FOR POWER THROUGH CONCRETE FLOORS OR WALLS BELOW GRADE SHALL BE INSTALLED WITH -- `� O a I N STA L L a APPROVED CONDUIT SEALING FITTINGS. OZ/GEDNEY TYPE "WSK" OR APPROVED EQUAL. DROPCURB CONNECTED 7. FOR AREAS CLASSIFIED AS CLASS 1 , DIV 1 , ALL ELECTRICAL MATERIALS SHALL BE OF ON PROOF EXPLOSION TO ROOF 144.0' CONSTRUCTION. ALL CONDUIT ENTERING / LEAVING THIS AREA SHALL INCLUDE SEAL OFF FITTINGS. ALL A A A', WORK TO BE CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. DRAINS a (TYP) ............ EXISTING TO REMAIN 8. ALL OUTDOOR ELECTRICAL ENCLOSURES INCLUDING WIREWAY SHALL BE TYPE NEMA 4X. t'1411,f I A 'Mk,'IN J 0 WORK BY OTHERS 9. LABELING - ALL PROPOSED COMPONENTS (EG. DISTRIBUTION CENTERS) SHALL BE CLEARLY LABELED WITH 1" t> TALL LETTERS. ALL BREAKERS SHALL BE CLEARLY LABELED. INSTALL 10. THE ROUTING OF CONDUITS AND LOCATION OF PANELS SHOWN ON THE PLANS IS DIAGRAMMATIC ONLY AND INSTALL CONCRETE SUBJECT TO SUCH MODIFICATIONS (WITHOUT EXTRA COST TO THE OWNER) AS CONDITIONS MAY NECESSITATE. APRON 95.0, CONCRETE q APRON -2, XHHW OR APPROVED EQUAL. CONDUCTOR IN CONDUIT SHALL BE THHN, USE N 11 . ALL WIRING SHALL BE INSTALLED IN PVC CONDUIT, SCHEDULE 80 UNLESS OTHERWISE NOTED. ALL 0A. 12. THE CONTRACTOR SHALL INSPECT THE EXISTING ELECTRICAL CONDITIONS AT THE SITE, AND ADJUST HIS BID 11> ACCORDINGLY, PRIOR TO SUBMISSION. 6 1> LEGEND V) . A A� ........... E — E UNDERGROUND ELECTRIC LINE GAS UNDERGROUND GAS LINE -------------4-7---�--77 1 ,6 41 D UNDERGROUND DRAIN PIPE (n W W W W f7P Tf Cf7p LL 8 Ct111111M,_fP11K f Ttlit-Ir-1, L 5.0,TYP. CONCRETE AS NOTED W x ASPHALT AS DETAILED 'K INSTALL 2" WATER I (URAL PLANS) A L 7' BUILDING (SEE ARCHITEC E TAPPED INTO L_X;<'�!�I[J(_, 6" W,�I"R LINC_ PA 11EML711,r EXISTING 6" TEE U., BOLLARD AS DETAILED INSTALL 6'fJN6RE'T1, IWALL -7 CONCRETE SIDEWALK TT?A it-rp SAWCUTTING Rklz-,1541? 12-1-15 LG ISSUED FOR PERMITTING MCJ/RGD 10-22-15 mci RELEASED FOR BID RGD DATE BY DESCRIPTION APPROV. BY ca REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 6,; fl�7, 2 'Y' HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS SITE PLAN Oi%d IG b E 0 PROPOSED SITE PLAN L. K. McLEAN ASSOCIATES, P.C. 0 SCALE: 1 "=20' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 I 0 vy W A ER T D To I\N TEE 0 0 40 0 u') Designed BY: mCj Scale: AS NOTED Sheet No. Qf, 00 Feet t_i 0 I Drawn By: PWD, MCJ Date: OCT. 2015 C3 Approved By: RGD File No. 13108.000 PAVEMENTZSURF-ACE SCHEDULE R= 1" R- Y , 6" , (B.C.) BOTTOM OF CURB SECTION f DESCRIPTION REMARKS BITUMINOUS SEALER DOW CORNING 890 #5 BARS a 12" O.C. 6" SILICONE JOINT EACH WAY TOP AND BOTTOM j= 0" REVEAL -REBAR CHAIRS EVERY 1>b" x 18" SMOOTH SEALANT _ EPDXY COATED BARSA 48" MAX. TYPICAL „ POLYETHYLENE 1 -1/2 TYPE 6F WEARING COURSE 24" O.C. EXPANSION CAP S' 1 0 o CONCRETE TO BE 3,500 D 1> 12 0 0 0 2-1/2" ASPHALT TYPE 3 BINDER COURSE PROPOSED ASPHALT L2" MIN• 0O M/�1/ 1�='"'" o • o RESTORATION a a COV. P.S.I. AT 28 DAYS.- �— PROVIDE EXPANSION JOINTS D 6" STABILIZED SOIL SUBBASE o a - _ AT 20'-0" O.C. (MAX.) n a° 3" MIN, WITH 1/2" BITUMINOUS D FLUSH, SMOOTH 000 PSI CONIC. (TYP) JOINTS D NOTES TRANSITION BROOM FINISH, STEEL TROWEL EDGE � �' �`'' `�' �`' �'' r'' `� �u/UNLESS OTHERWISE NOTED 11 " TYPE 6F WEARING COURSE 1. SEE TYPICAL ACCESSIBLE PARKING DETAIL FOR 6„ 1 ) PREMOLDED BOND 6" COMPACTED RCA I I ' ® ,• 'p• , d' � ,' • 'v EXPANSION JOINT BREAKER SUBGRADE LOCATION OF SIDEWALK RAMPS. DEPTH OF CONCRETE WITH WALKWAYS NOTES: 2%" TYPE 3 DENSE BINDER � ���� 6 X 6 6/6 WIRE MESH AT MID—DEPTH COURSE 2. WHEN CONCRETE, THE ENTIRE RAMP SURFACE SHALL BE TEXTURED TO TYPICAL CONCRETE PAVEMENT DETAIL (APRONS) 1 . CONCRETE SHALL BE A MONOLITHIC STABILIZED BASE PRODUCE UNIFORM STRIATIONS 3/16 TO 1/4 WIDE, BY 1/4 DEEP =� I I=�-=�FIR COMPACTED SUBGRADE SCALE: N.T.S. POUR AND TO BE CURED IN 14 DAYS ON 3/4" TO 1 " CENTERS. THEY SHALL BE PERPENDICULAR TO THE (MINIMUM) BEFORE ROADWAY PAVING CAN BEGIN. CENTER LINE OF THE RAMP. THE CAPABILITY TO PRODUCE AN 2. THE CONSTRUCTION OF THE CONCRETE CURBS ACCEPTABLE TEXTURE SHALL BE DEMONSTRATED TO THE ENGINEER SHALL MEET THE REQUIREMENTS OF THE NEW PRIOR TO INSTALLATION. YORK STATE DEPARTMENT OF TRANSPORTATION SIDEWALK CURB RAMP DETAIL STANDARD SPECIFICATIONS OF JANUARY 2, 2002, AS AMENDED FOR SECTION 609 CONVENTIONALLY (NOT TO SCALE) FORMED OR MACHINE FORMED CONCRETE CURB 1 1/2" �`-2" PICK HOLE RIBS 6" RCA & 4" TYPE 6 ASPHALT 3/8-16 UNC OFFSET MEASURED AC JOINT 3 WIDE MINIMUM S�1`AINLES�; STEEL TO THIS POINT ( PAVEMENT HEX HEAD' BOLA W/ `'09A AIER (2)- 10" 1 " PLAN COVER ~ ROOF LEADER r DETECTABLE q 1 1/2"' MARKING TAPECOVER TRANSITION 1,0 3/4' I Fes- ° . . ° 34 DIA. CAST IRON CLEANOUT "T" BRANCH COMMON FILL WITH BRASS OR BRONZE THREADED --- 32" DIA. PLUG 1 / " / " N \� ° ! .5 COT" SMD ,� >, ° \��\ ° . .a WIDEN TRENCH ��ISTAN 212 112 a , 4 CAST IRON PIPE 2 1/2 _I RESISTANT 'S 'E Y ��r�J� �rc�z�czr: ,�� � � � \ °��\\ � � /� AS NEEDED 1% MIN. PITCH 1 �, N ° 0 / " _° GRADE \ Qa / ABOVE CONDUIT 30 DIA. \ o ' III o / ,� 1/2" (1 3) x 4" (1 2) 32" DIA. 5 1/2 1 ( \ a I v . . ° / iJLL� LO`1 / ° o a SPARE SCH. 80 PVC CONDUIT 1/4 ( aE1f�F� PIN 43" DIA. 2 - \ ..° C . 0/ � SCH. 80 PVC CONDUIT D _. � SECTION DETAIL a A 5P-O" 8 RDS BEDDING SLOPE @ 1 ROOF LEADER DOWNFALL_ DETAIL. CAST IRON MANHOLE FRAME & COVER (NOT TO SCALE) N.T.S. TYPICAL PAVED ELECTRIC, TRENCH DETAILy = .� N.T.S. °�� �~• yY I z FINISHED GRADE 4t U FOR SOLID COVER HEAVY DUTY MANHOLE TOP SECTION LIFTING BOLT (4) (13) ;,� FRAME AND COVER STRAIGHT ), DRAINAGE NOTES TYPE FRAME—ROUND FLANGE 24 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#S CAMPBELL FOUNDRY CO. SEE NOTE 2 —`I 1 o'—O" EXTENSION g s LI1-f1G" BL (4 PATTERN #1009 OR EQUIVALENT 1 1.3/16" ® 2. ALL CONCRETE TO BE 400OPSI @ 28 DAYS B (46) 4" x`10.2 X 4" (102) laox 0 1�fNG)—FtU1 H—ifs g ADS `� —1 � CONCRETE CROWNED MOUSEHOLE (FIG 42490 ONLY) w 3, UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON OBRY0 0 70 SHED WATER C EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE 'GRAFESEE NOTE 1 ° CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS A A PULL BOX D ETA! L WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE SHEET PILING AS REQUIRED a PLANS. N.T.S. EXCAVATE AND BACKFILL 1 FOOT - 0 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN AROUND LEACHING RINGS WITH — 8 LONG, 6 0 STEEL GRAVEL MATERIAL AS APPROVED BY >, a PIPE FILLED WITH r„ AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE THE ENGINEER. 12 _ `r CONCRETE ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. i— NO DIRECT PAYMENT WILL BE MADE T w PAINT TWO COATS DIRECT EXCAVATE AND BACKFILL 2 FEET o TO METAL AS SELECTED 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET AROUND AND BELOW LEACHING W I� BY OWNER RINGS WITH SUITABLE POROUS z 12-1 -15 LG ISSUED FOR PERMITTING MCJ/RGD FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED ' ' ? GRADE o MATERIAL AS APPROVED BY THE 1= BY THE ENGINEER. U ENGINEER. 4" MIN. t� \j�\j�\j�\\/ 10-22-15 MCJ RELEASED FOR BID RGD c� L B COAT INGROUND PORTION 6. ALLOW THREE 3 INCHES FOR FINAL ADJUSTMENT OF CASTING. NOTES: w ( ) '. OF BASE WITH ASPHALT DATE BY DESCRIPTION APPROV. BY ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE }, STEEL REINFORCED ON LEACHING v y� \', q BASE PAINT BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. SECTIONS WELDED WIRE FABRIC Q ¢ REVISIONS 6"x1 2"#6x#8. J PLAN VIEW o POURED CONCRETE BASE 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS 2. STEEL REINFORCING ON CONE FINISHED FRAME & 3,000 PSI TOWN F SC�UTHbLD UNLESS OTHERWISE NOTED. SECTION 12-#2 VERT., 1 -#3 TOP, GRADE GRATE (SOLID) I i 1-# BOTTOM. SUFFOLK COUNTY, NEW YORK Tii=T(=� 'T(=1T1 T1T= 0 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND -1TI -(T(I I 4 a ° HIGHWAYMAINTENANCE GARAGE o SHORING DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN Q) AND THE GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING MIN. (3 N SITE E I M P R V E E T� AND SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS d a a 14' MINIMUM = CLEAN 2 COURSES :-. .... OF TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY DISTANCE GRANULAR -�°� CONSTRUCTION (OSHA). NO DIRECT I .+ YiRi �� `.. AND HEALTH REGULATIONS FOR CONS ( ) TO N BACKFILL SITE E I LJ PAYMENT WILL BE MADE FOR THIS OPERATION. n ' ' GROUND ,— " i Rt'.>.;°:: y� . E �. WATER MA' 2 iJ SECTION A—A SECTION B-13 r 9. iF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3". Vic.. �J P.C. Y DRAIN OPENING DETAIL I �, 0 [�+ 1`1["'T A II TYPICAL 4 BOLLARD DETAIL Cdr =` CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 �I !' f DETAIL L (NOT TO SCALE) ® LEACHING (0 GCA POOL E E. NOT TO SCALE � .: j �'s �✓1� �y ® ® ( ) � ar Designed By: MCJ Scale: AS NOTED ev �'f y �r v\ Sheet No. Drawn By: PWD, MCJ Date: OCT. 2015 Approved By: RCD File No. 13108.000 0 a' Ln S43° 34' 01.93"E AREA OF WORK FOR THE 202.82' n _ .i EXISTING MAINTENANCE - ---- APPROXIMATE LOCATION ; GARAGE & OUTFALL #3 (SEE OF EX. CLAY SANITARY f"ecorric Dunes e? t' Ft ENLARGED OUTFALL #3 � �--- .` SYSTEM WASTE LINE TO cour,ry Park ;� wider.S PROPOSED SANITARY PLAN) BE ABANDONED. Lit) oOg Park rlt�"f Fl�cir�t '/. if1Zl+�?ial „ CINDER BLOCK N42° 35' 58.07"E CESSPOOL TO BE 256.09 ABANDONED. 1 f I PROPERTY LINE - S34° 44' 28.07"W I t tra.f 152.84 - tr ILI EXISTING SANITARY SYSTEM TO BE ABANDONED IN LACCORDANCE WITH SCDHS STANDARDS. r - S6° 20' 58.07"W 41.16' �- ,] soul!) ilarbar Park rk ASSUMED LOCATION OF 674,87' LEACHING POOL TO BE S45 53' 11.93ABANDONED. S43' 39' 01.93"E E SITE LOCATION 111.64' 2 . ' pecon 1'3 Bay Winery �- >, ( S35° 19' 48.07"W S:tirin Lst. te r.s a Jtr' eacri Vineyards arid :_. 81.64 mc(Park I i1rf7117otir�' _ .Ilhrt"r.;pJr AREA OF WORK FOR THE North Fork "�ffr� NEW MAINTENANCE GARAGE & rvuntry Ctl_Ih ry PROPOSED OUTFALL #4 (SEE ENLARGED OUTFALL #4 ' N43° 30 51.93 W PROPOSED SANITARY PLAN) ( 208.32 � r w I TEST HOLE LOCATION LOCATION MAP- N.T.S. 0 aj S35° 19' 58.07"W � N I I 344.84' ri z I I I Ln SITE DATA: EXISTING GRADE I I 0' SCTM #: 1000-075.00-05.00-014.001 ` - - - - - - - � ' , DARK BROWN LOAM LOCATION OF EXISTING +`� 1 '0 SITE AREA: 12.27 ACRES SANITARY SYSTEM BROWN SILT ZONING R80 ( RESIDENTIAL LOW DENSITY) (OUTFALL #1) 3.0 4 0, BROWN SILTY SAND PROPOSED BUILDING AREA: 11,520 SF BROWN FINE TO MEDIUM SAND 1. NO EXISTING SURFACE WATERS / WETLANDS WITHIN 100'. 3 S50° 13' 01.93"E 2. PUBLIC WATER SUPPLY FOR THE PROPOSED MAINTENANCE GARAGE BUILDING IS 205.00' 9.0, PROPOSED FROM THE EXISTING ON SITE 8" WATER MAIN PROTECTED BY AN 8" RPZ. o PALE BROWN FINE TO 3. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY COARSE SAND SYSTEM. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY O } 15.1 , SYSTEM. WATER IN PALE BROWN 4. TOPOGRAPHIC INFORMATION FROM FIELD SURVEY COMPLETED BY L. K. McLEAN ASSOC., FINE TO COARSE SAND P.C. ON NOVEMBER 11, 2013. w n _ _ S35° 19' 58.07"W 177.84' 23.0' 5. VERTICAL DATUM IN NAVD 88 (IN FEET). LO y I 6. ALL MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. TEST HOLE 7. COORDINATES AND BEARINGS SHOWN ARE IN THE LONG ISLAND ZONE OF THE NEW ,_N46' 51' 93„w r (NOT TO SCALE) YORK STATE PLANE COORDINATE SYSTEM (NAD 1983). Cn 1020.48' r "-".----._,.,..__ .. _ _ 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ABANDONING THE EXISTING SEPTIC TANK, C PERMITS & ALL COORDINATION WITH THE SCDHS. 01 0 EXISTING 2,000 GAL. HUMAN ID WASTE SANITARY SYSTEM & a 2,000 GALLON ANIMAL WASTE SANITARY SYSTEM W/ HAIR ° TRAP. (OUTFALL #2) 3 rn O T -sem 0 12-1-15 LG ISSUED FOR PERMITTING MCJ/RGD LL- 0, EXISTING CONDITIONS 10-22-15 MCJ RELEASED FOR BID RGD a SCALE: 1"=60' DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 0 HIGHWAY MAINTENANCE GARAGE a U AND SITE IMPROVEMENTS C ^ 41c� e EXISTING CONDITIONS & Em REMOVALS PLAN - SANITARY Co N O N L. K. MCLEAN ASSOCIATES, P.C. � 0 �n CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 x 4, `r' o < /% Designed By: MCJ Scale: AS NOTED Sheet No. N o 0 'o5�� ��� Drawn By: PWD, MCJ Date: OCT. 2015 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approved By: RGD File Na. 13108.000 o � 0 AWL OyAj 4f]' VA 55101 IYA, L01 0 "N LIL TEST HOLE LOCATION 2A, 0 CONTRACTOR SHALL N\Q) MODIFY INTERIOR PLUMBING & REDIRECT TO THE GIN CCIIINP� NEW SANITARY CYWC SYSTEM. EXISTING ON—SITE WATER SERVICE PAS PROPOSED 10'0 DRAINAGE Fp PROPOSED V LEACHING POOL (TYP.) UNDERGROUND ERVICEELEC L14111111E, EXISTING U.G. ELECTRIC & UffLiTr S ' TELEPHONE TO BE ABANDONED. PROPOSED CONCRETE CA's PROPOSED NEW HOUSE TRAP BY GENERAL APRON z <0 CONCRETE SIDEWALK PROPOSED 1,200 GAL. CONTRACTOR (SEE DETAIL ON PROPOSED /V1 6� 7 SUBSURFACE SANITARY SHEET No. C-6) 5'x5' CONC. 18 SYSTEM (SEE SHEET No. UTILITY PAD C-6 FOR DETAILS) PROPOSED 1,200 GAL. SUBSURFACE SANITARY - ------- ------------ --- SYSTEM (SEE SHEET No. C-6 FOR DETAILS) PROPOSED PROPERTY LINE 7ZI DROPCURB 7-1 W—W—W--i -(LPl- T1 PROPOSEDERVICE FUTURE EXPANSION OF 2 S SANITARY SYSTEM F 00 2 FUTURE EXPANSION OF SANITARY SYSTEM 00 PROPOSED MAINTENANCE GARAGE 80'x144' *I . - .5 A, I -p 40.0 ) 11 ,520 SIFT. PROPOSED (F.F. ELEVATION 18.28') Ap GAS SERVICE ..A I I I I I 1�1 C? PROPOSED CONCRETE 0C) A D I C7 I PROPOSE 3 CONCRETE PROPOSED CONCRETE APRON APRON I EXISTING GAS SLAB 3 MAIN PROPOSED ROOF I DRAINAGE PIPE I (TYP.) C1 Q0 X. 1PVA PROPOSED O.H. FIBER HY0N'r0 OPTIC FOR NEW 15,0 MAINTENANCE GARAGE. q W F W__W W_ T7 77 1 U7 T,—I V 7 �'_PROPOSED PROPOSED EXISTING "2 SERVICE CONCRETE WATER MAIN SIDEWALK 17.0 18.0 -- 17.0 cp 0- 0 00! a k,2 U) yu? 0 12 ------------ 41 ENLARGED OUTFALL #4 SANITARY PLAN- ENLARGED OUTFALL #3 SANITARY PLAN ( BY OTHERS� SCALE: 1 "=30' 2 SCALE: 1 "=20' MINIMUM HORIZONTAL SEPARATION DISTANCES TABLE OF MINIMUM HORIZONTAL SEPTIC TANK, LEACHINGGREASE TRAP, OR SEWER LINE o SEPARATION DISTANCES FROM: MANHOLE POOL BUILDING WITH CELLAR 10 FT. 10 FT. 5 FT. rn _r BUILDING ON SLAB 5 FT. 10 FT. 5 FT. 6 WATER SERVICE LINE/LATERALS/MAINS 10 FT. 10 FT. 10 FT. UNDERGROUND UTILITIES 5 FT. 5 FT. 5 FT. 1 j LG 2-1-15 ISSUED FOR PERMITTING MCJ/RGD SURFACE WATER/REGULATED WETLANDS 75 FT. 100 FT. 50 FT. rn 10-22-15 MCJ RELEASED FOR BID RGD PUBLIC WATER WELL 200 FT. 200 FT. 50 FT. DATE BY DESCRIPTION APPROV. BY .�2 PRIVATE WELL 100 FT. 150 FT. 50 FT. 0 REVISIONS -6 STORM RAIN/STORMWATER RECHARGE BASIN 20 FT. 20 FT. 10 FT. :3 U- CATCH BASINS(NON LEACHING)/DRAINAGE TOWN OF SOUTHOLD -d PIPE 5 FT. 10 FT. 5 FT. SUFFOLK COUNTY, NEW YORK LEACHING POOL 8 FT. 8 FT. 10 FT. HIGHWAY MAINTENANCE GARAGE SEPTIC TANK,PUMP STATION,GREASE TRAP, 5 FT. 8 FT. SFT. Q) OR MANHOLEAND SITE IMPROVEMENTS PROPERTY LINES 5 FT. 10 FT. 5 FT. PROPOSED SANITARY PLAN SWIMMING POOL 20 FT. 20 FT. 5 FT. E RETAINING WALL(WATER PROOF) 10 FT. 10 FT, 5 FT. 00 -a CA 0 n bjj, L. K. McLEAN ASSOCIATES, P.C. FUEL STORAGE TANKS(BELOW GROUND) 20 FT. 20 FT. 10 FT. 0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 I V) TOP OF EMBANKMENT OR STEEP SLOPE 25 FT. 25 FT. 25 FT. j (15% SLOPE OR GREATER) LO 0 Sheet No. 0 BLUFFS 65 FT, 65 FT. 65 FT. A Designed By: MCJ Scale: AS NOTED le. 00 0, Drawn By: PWD, MCJ OCT. 2015 0 ro Date: C SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approved By: RGD File No. 13108.000 PROPOSED FINISHED FLOOR ELEV.=18.28' (NEW MAINTENANCE GARAGE) PROPOSED FINISHED NOTES: FRESH AIR INTAKE PIPE WITH SCREEN FLOOR ELEV.=18.50' FRESH AIR INTAKE PIPE WITH SCREEN TRAFFIC BEARING HEAVY DUTY CAST IRON FRAME 1 . UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON BOTH SIDES OF THE TRENCH PRIOR TO AND COVER WATERTIGHT BOLTED LIDS WITH GASKETS, EXCAVATION. AND CLEANOUTS AND MODEL R-1916-C1 BY NEENAH FOUNDRY COMPANY EXTERIOR DECK EXTERIOR DECK OR APPROVED EQUAL. SEE DETAIL THIS SHEET (TYP.) TOP OF RIM PLATES FLUSH PLATES FLUSH ELEV.=17.65' (LP1) WITH FINISHED WITH FINISHED TOP OF RIM TOP OF RIM ELEV.=17.76' (LP2) 2. 3" THICK TYPE 6 ASPHALT TOP SHALL RESTORE TRENCH SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF CONCRETE CONCRETE ELEV•=17.90' (ST1) ELEV.=17.90' (ST1) ELEV.=17.65' (LP3) TRENCH. I - / --- ELEV.=17.83' (ST2) ELEV.=17.83' (ST2) ELEV.=17.84' (LP4) GRADE = 18.20' FINISHED GRADE as ay� -��y,�\{ 3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6" LIFTS. INLET MIN. 4" DIA. SDR 35 �% 24 �` 24" 2.5' �% 24" PVC PIPE PITCHED CHIMNEY MAX. 24" MAX MAX 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATION WITH EACH UTILITY INSTALLATION. MINIMUM 1/4" PER FOOT FROM SANITARY TRAP CHIMNEY 20» - 20" 4" DIAMETER SDR 35 PVC PIPE ° 5. THE CUSTOMER'S DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BE A MINIMUM OF TEN (10) FEET, RUNNING 8» TRAFFIC BARING SLAB PITCHED MINIMUM 1/8" PER 20» $ ,° . PARALLEL, FROM ANY UNDERGROUND UTILITY (ELECTRIC, GAS, TELEPHONE, CABLE T.T. AND SANffARY SEWER SERVICE) 6» 12" MIN. _ FOOT ° � °I --I AND OIL STORAGE TANK, STORM DRAIN OR CATCH BASIN, DRIVEWAY CURB, LIGHTENING POLE, ELECTRIC 6" FLOW LINE 8" TRAFFIC BEARING SLAB INVERT (IN) INVERT (OUT) TRANSFORMER, TREES, OR ANY LARGE OBSTRUCTIONS. ° ELEV.=15.07' (ST1) 14» ELEV.=14.57' (ST1) o ELEv.=16.07' (ST2) 18" ELEV.=15.57' (ST2) INVERT (IN) o o WATER MAIN NOTES: • d ELEV.=14.48{(LP1 & LP2) 0 0 0 INVERT ) �8� ELEV.=15.48(LP3 & LP4) 4" = a o 0 0 1 . WATER MAIN PIPE TO BE BLUE BRUTE PIPE, CLASS 150 AS MANUFACTURED BY IPEX INC. OR APPROVED EQUAL. PIPE INVERT (NEW MAINTENANCE GARAGE INVERT 4" a 5'-0" 4'-, F- 20' ELEV.=15.20' 4'-0"s" PVC DROP 8' MIN. SEPARATION o 0 o SHALL MEET AWWA STANDARD C900 AND ASTM STANDARD D2241 -89. PVC PIPE SHALL BEAR THE APPROVAL OF THE PROPOS 41 TEE ONE PER N o N s" NATIONAL SANITATION FOUNDATION. DISTRIBUTION I BACKFILL U o 0 o BACKFILL PROPOSED HOUSE TRAP ED HOUSE TRAP UNE a MATERIALz10MATERIAL s" MINIMUM CLEAN SAND z o CLEAN SAND 2. ALL FITTINGS SHALL BE BLUE BRUTE AWWA C907 AS MANUFACTURED BY IPEX INC. OR APPROVED EQUAL. REINFORCED AND GRAVEL o o U o o AND GRAVEL (OUTFALL #4) (OUTFALL / CONCRETE SLABif 6" Q ° BOTTOM OF RING° a ELEV.=10.57' (ST1) a 3. ALL MATERIALS SHALL BE NEW. NO USED MATERIALS SHALL BE INCORPORATED INTO THE WORK. -� NOT TO SCALE a ELEV.=11.57' (ST2) I 3' z 0 n o 0 0 0 3' (NOT TO SCALE) ( ) 8'-0" MIN. o 0 o MIN. 4. ALL PIPE FITTING CONNECTIONS SHALL BE MECHANICAL JOINTS. ALL PIPE CONNECTIONS SHALL BE MADE USING 0 o 0 o FLEXIBLE ELASTOMERIC SLIP ON JOINTS MEETING ASTM STANDARD 03139-89. 1200 GALLON CAPACITY CYLINDRICAL SEPTIC TANK o 0 5. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AWWA MANUAL M23 ELEV.=9.48 (LP1&LP2) (NOT TO SCALE) BOTTOM OF RING 6" o o AND THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. ' ELEV,=9.48' (LP3&LP4) o 6. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL 10'-0" MATERIAL SHALL BE TAMPED IN 6" LAYERS. STONES SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF AT ALLOWABLE SITE SANITARY FLOW 3' MIN. ABOVE HIGHEST 6' MIN. PENETRATION LEAST 6" BELOW THE BOTTOM OF THE PIPE. RECORDED GROUNDWATER INTO A VIRGIN STRATA OF (Population Density Equivalent) SAND AND GRAVEL= 7. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54". Groundwater Management Zone: IV (600 GPD/Acre) LEACHING POOLS Use 600 GPD/Acre x 12.27 Acres = 7,362 GPD (NOT TO SCALE) 8. ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION BLOCKING OR TIE RODS TO PREVENT MOVEMENT. OUTFALL #3 SEWAGE DISPOSAL SYSTEM DESIGN 9. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH THE LATEST EXISTING 11 ,786 SF BUILDING USE - MAINTENANCE GARAGE PROPOSED 1 , 200 GALLON SANITARY SYSTEMS PROFILE EDITION OF AWWA STANDARD C600. Z 10. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C-651-86 OR THE LATEST REVISION. DESIGN SEWAGE FLOW RATE - 0.04 GPD/SF (GENERAL INDUSTRIAL) (OUTFALL �'3 � #4) 11 . BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS - 0.06 GPD/SF (OFFICE) (NOT TO SCALE) SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS 0.04 GPD/SF X 9,666 SF = 386.64 GPD (GENERAL INDUSTRIAL) REQUIRED FOR EVERY 1,000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 0.06 GPD/SF X _2,120 SF = 127.2 GPD (OFFICE) MANHOLE NOTES: TOTAL = 513.84 GPD SEPTIC TANK 1 . CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. ® 28 DAYS. REQUIRED: 513.84 GPD X 2 DAY FLOW = 1 ,027.68 GALLON EXISTING ON SITE 8" 0 2. FRAME & COVER SHALL BE WATERTIGHT, INSECT-PROOF AND LOCKABLE. PROVIDE: (1) 8' 0 AND 4' LIQUID DEPTH, 1200 GALLON CIRCULAR TANK PROPOSEDX WATER MAIN ALL COVERS SHALL HEAVY DUTY, TRAFFIC 2" 0 TAP 3. CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT EXCEED TWO FEET IN HEIGHT (TYP.) BEARING, WATERTIGHT, BOLTED LIDS WITH LEACHING POOL GASKETS, MODEL I COMPANY ORAPPRO D EQUAL 4. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT REQUIRED: 513.84 GPD / 1 .5 GPD/SF = 342.56 SF MAY NOT BE SHOWN ON THE PLANS. ' 24„ -� 342.56 SF / 31 .4 SF/VF = 10.91 VF (SAY 11 VF) 1 1/4" � 6" PROPOSED 2" 0 TYPE K COPPER �-- DOMESTIC WATER SERVICE 20 5/8" � FRESH AIR INTAKE PIPE WITH SCREEN 01 PROVIDE: (2) 10'-0" DIAMETER X 6 VF EFFECTIVE DEPTH . COVER SHALL BE 1/4" DIAMOND PLATE PRECAST CONCRETE SANITARY POOLS (7' OVERALL STRUCTURES HEIGHT) STEEL PRIMED AND PAINTED FOREST GREEN 12 2 LEACHING POOLS X 6 VF/LP = 12 VF PROVIDED @ 31 .4 SF/VF =314 SF WITH HOLE CUT FOR VENT PIPE 0 376.8 SF > 342.56 SF (OK) REQUNREDCLEAOUTS AS PLAN SECTION PROPOSED MAINTENANCE GARAGE o 11 R FUTURE EXPANSION BUILDING STRUCTURE60" 52 COVER HOUSE TRAP IN 52" 48 - - - CONCRETE PIT 2" NOTCH- REQUIRED: 50% OF LEACHING CAPACITY TYPICAL SANITARY COVER TYPICAL CURB / CORPORATION VALVE DETAIL - - - -- - _ PROVIDE: (1) 10'-0" DIAMETER X 6' MIN. EFFECTIVE DEPTH PRECAST CONCRETE - ` (NOT TO SCALE) (NOT TO SCALE) I CLEAN OUTS ~O SANITARY POOL 3 OUTFALL 4 SEWAGE DISPOSALS _ I I w _ 6„ z "' SYSTEM DESIGN / # SAWCUT EXISTING PAVEMENT ALONG BOTH io a < <t o TAPEMETACONTINUOUS ONT NUOUS NING TYPICAL UTILITY TRENCHSIDES OF UTILITY TRENCH - TYPICAL M ErL f - : < < r . : ; N CAST Q TO PROPOSED 11,520 SF BUILDING USE - MAINTENANCE GARAGE - : < : : : : . < < ; N IRON SCDHS DRAIN PI ' ' < ' ' " I HOUSE � °V APPROVED %�%�% DRAIN °° SANITARY DESIGN SEWAGE FLOW RATE - 0.04 GPD/SF (GENERAL INDUSTRIAL) /,, SYSTEM o - 0.06 GPD SF (OFFICE) %�,j' 12' - - - - - - - - TYP / ; ;\\y, 0.04 GPD/SF X 11 ,158 SF = 446.32 GPD (GENERAL INDUSTRIAL) \\/, 54" \jj\�jj� //<��� 6o CAST IRON HOUSE TRAP IN 0.06 GPD/SF X 362 SF = 21 .72 GPD (OFFICE) %! / � / ` \� PLAN CONCRETE PIT � �,\\ � ��\\�� \��\\ ��;�\/�`\��\��\ \%` BOX TO BE FILLED WITH CLEAN SAND TOTAL = 468.04f/ �jjjjj /��, ��-% LEVEL WITH THE CLEAN OUT PLUGS CONC. FOOTING W/ OPEN BOTTOM PROPOSED ELECTRIC SEPTIC TANK \ ����\ SECTION A-A 3 REQUIRED: 468.4 GPD X 2 DAY FLOW = 936.8 GALLON / i\/ j/��j �j/��j PROPOSED TELEPHONE PROPOSED TYPICAL EXTERIOR HOUSE TRAP. PROVIDE: (1) 8' 0 AND 4' LIQUID DEPTH, 1200 GALLON CIRCULAR TANK CONTINUOUS TONE PROPOSED 2" WATER COMMUNICATIONS (NOT TO SCALE) o WIRE LINE (COAXIAL CABLE) LEACHING POOL TYPICAL UTILITY TRENCH REQUIRED: 468.4 GPD / 1 .5 GPD/SF = 312.27 SF (NOT TO SCALE) L°- 12-1-15 LG ISSUED FOR PERMITTING MCJ/RGD 32" MAX. (TYPICAL) METALLIC MARKING TAPE 10-22-15 MCJ RELEASED FOR BID RGD 312.27 SF / 31 .4 SF/VF = 9.94 VF (SAY 10 VF) Z SURFACE DATE BY DESCRIPTION APPROV. BY PROVIDE: (2) 10'-0" DIAMETER X 5 VF EFFECTIVE DEPTH J Z REVISIONS PRECAST CONCRETE SANITARY POOLS (6' OVERALL STRUCTURES HEIGHT) EXCAVATE & BACKFILL 2 LEACHING POOLS X 5 VF/LP = 10 VF PROVIDED ® 31 .4 SF/VF =314 SF a Q 4-s" MIN. BLE EXCAVATEDWITH MATERIAL TOWN OF SOUTHOLD � 314 5F > 312.27 SF OK `� 3 A.O.B.E. COMPACT ( ) BACKFILL IN s" uFrs. SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE FUTURE EXPANSION 10'-O" 10'-0" STRUCTURE O PROPOSED 2" WATER LINE Rk i MIN. MIN. 1' - REMOVE LUNSUITABLE AND SITE IMPROVEMENTS REQUIRED: 50% OF LEACHING CAPACITY ENCOUNTERED TEMPORARY SHEETING PROVIDE: (1) 10'-0" DIAMETER X 5' MIN. EFFECTIVE DEPTH PRECAST CONCRETE AS PER RY SH O.S.H.A. SANITARY POOL REQUIREMENTS ' f`a SANITARY DETAILS •o PLAN VIEW WHERE NO GROUND WATER EXISTS '`-„ ;i 0 o TOTAL SITE DAILY DISCHARGE: s 00 N -6 SEWER LINE SEPARATION WATER LINE EXCAVATION DETAILS � r ,s p (NOT TO SCALE) (NOT TO SCALE) ) o EXISTING OUTFALL #1 - 450.00 GPD In ; t L. �. L. AN ASSOCIATES, P.C. I +} rte,.. 1 < ` CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 EXISTING OUTFALL #2 - 2,000.00 GPD , 0 o EXISTING OUTFALL #3 - 513.84 GPD 41 Designed By: MCJ Scale: AS NOTED Sheet No. N 00 PROPOSED OUTFALL #4 - 468.04 GPD , r T- = 3,431 .52 < 7,362 GPD AVAILABLE FLOW -> OK , ��O T�°; t, 1�'�1��-" Drawn By: PWD, OCT. 20'I 5 ( )- ( ) MCJ Date: of 3,930.48 GPD REMAINING (SITE IS WITHIN DENSITY) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 0 o Approved By: RGD File No. 13108.000 O 0 23j-0j) HYDRAULIC PROPOSED ROOM "DUR-A-GUARD" DRUM STORAGE AREA I I- - - - - - - - - 0 CONTINUOUS EPDXY COATING AS FLUM STORAGE ' ROOM < WZ FLOOR CONTAINMENT I 0 0 1 MANUFACTURED BY �PROP. SCDHS TANK j21� PARTS STORAGE I i DUR-A-FLEX1v 4 8'-1 " . . '6 . - i - BREAK ROOM < L 55 GALLON DRUMS - - - - - - - - - - 1 2) STACKED TWO HIGH ( (TYP.) TYP.p 0 L 14'-9" Q 4 I Q � � 8) RAMP PROPOSED STAIRS < AS DETAILED LI PROP. ABV/IN LU500 GAL. F0 PROPOSED CONTINUOUS 16 DOUBLE WALL BE CUBE CALKING MODEL #NP1 WASTE OIL TANK (PROP. F- - - - - - - - - - 0 AS MANUFACTURED BY 4 < SCDHS TANK #20) SONNEBORN ON SHOWEF PERIMETER OF DIKE STORAGE A A m MEN I-- - - - - - - - - - 0 4 4 J zi 0 @ F- - - - - - - - - - 0 WOMEN 0 DRUM STORAGE PLAN VIEW WELDING MAINTENANCE SHOP SCALE: 1 "=3' UTI LITY L- - - - - - - - - - 0 - - - - - - - - - - 0 - - - - - - - - - - - F - - - - - - - - - - - - - - - - - - - - - -I 2x6 CL 2x6 CL PROPOSED EXTERIOR WALL PROPOSED INTERIOR WALL 2,3'-0" TIRES PROPOSED CONTINUOUS PROPOSED "DUR—A—GUARD" CALKING MODEL #NP1 AS CONTINUOUS EPDXY COATING AS OFFICE 1 OFFICE 2 MANUFACTURED BYMANUFACTURED BY DUR—A—FLEX SONNEBORN (TYP.) .6 L- - - - - - - - - -- 0 PROPOSED RUBBER WATER STOP LINE OF RAMP 41 o 01 0 0 0 0 AS MANUFACTURED BY Op CONTAINMENT GREENSTREAK (TYP.) /LINE OF �01 0 0 0 0 0 0 0 0 8" E • 77 .A PROPOSED CONCRETE 1 _ PROPOSED CRUSHED STONE (TYP.) — SLAB (SEE Co TANK LOCATION PLAN rn N.T.S. ARCHITECTURAL PLANS) COMPACTED SUBGRADE (TYP.) (1) PROPOSED CONC. FOOTING (TYP.) SEE 41 in ARCHITECTURAL PLANS -0 SECTION A-A rn SCALE: 1 "=3' O rn GENERAL 1 . ALL WORK TO BE IN STRICT COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL CODES AS WELL AS IN STRICT DIKE VOLUME CALCULATION: V = LxWxH COMPLIANCE WITH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL ELECTRICAL CODE SPECIFICATIONS AND REQUIREMENTS. V = 22.92'x14.75'xO.67' 2. ALL EQUIPMENT WHEN APPLICABLE IS TO BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES, INC.FOR THE INTENDED PURPOSE. V = 226.51 CF — RAMP 12-1-15 LG ISSUED FOR PERMITTING MCJ/RGD 3. ALL MATERIALS SHALL MEET OR EXCEED MANUFACTURERS WRITTEN SPECIFICATIONS. 4. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND EQUIPMENT ADJACENT TO THE WORK, SUPPORT AND RELOCATE IF NECESSARY DATE BY DESCRIPTION APPROV. By La V = 226.51 CF - 21 .52 CIF ALL EXPOSED LINES AND MAKE COMPLETE RESTORATION OF DAMAGED PIPING, CONDUIT, WIRING, CABLES AND APPURTENANCES AT NO COST 204.99 CF x 7.48 = 1 ,533.33 GAL. TO THE UTILITIES, OWNERS, AUTHORITIES OR ENGINEERS. REVISIONS 5. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF THE VARIOUS SYSTEMS AND THE DRUM/CONTAINER STORAGE -d APPROXIMATE RELATIVE LOCATIONS OF THE EQUIPMENT / DEVISES / ITEMS. 21 x 55 GAL./DRUM = 1 ,155 GAL. TOWN OF SOUTHOLD 6. INSTALLER SHALL FURNISH WRITTEN APPROVAL OF COMPLETED INSTALLATION FROM ALL GOVERNING AGENCIES. 11 x 16 GAL./CONTAINER = 176 GAL. SUFFOLK COUNTY, NEW YORK 7. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR SUFFOLK COUNTY DEPT. OF HEALTH APPROVAL. THE DESIGN ENGINEER HAS NOT BEEN 12 x 5 GAL./CONTAINER = 60 GAL RETAINED TO PROVIDE ANY FURTHER DETAIL THAN IS REQUIRED BY THE COUNTY OR SECURE ANY OTHER PERMITS WHICH MAY BE REQUIRED 1 ,391 GAL. x 1 .10 = 1 ,530.10 GAL. HIGHWAY MAINTENANCE GARAGE PRIOR TO THE COMMENCEMENT OF WORK. 1 ,533.33 GAL. > 1,530.10 GAL. (OK) 8. ALL CONTAINERS USED FOR THE STORAGE OF HAZARDOUS MATERIALS, MUST BE LABELED AS TO THEIR CONTENTS. 1,4-M AND SITE IMPROVEMENTS 9. DRUMS SHALL NOT BE STACKED MORE THAN TWO HIGH. FLOOR AREA CALCULATION t vy TAILS E DRUM STORAGE PLAN & DE 1 ,530.10 GAL. /55 GAL. 27.82 (SAY 28) C14 o REQUIRED = 28 X 2 = 56 SF lql 0 Z) it cn PROVIDED = 221 .25 SF 11 0 L. K. McLEAN ASSOCIATES, P.C. IA Ln 0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 �s 0 04 q ,-fir' . Designed By: M F Scale: Sheet No. ()a AS NOTED r-:0 0 n Drawn By: MF Date: JUNE 2015 0 Q. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approved By: RGD File Na. 13108.000 C8 21_81) 2'-8"2» 12" 2"0 VENT PIPE FOR SECONDARY 2'-2" 151 „ I 4" 6„ LID/ NO LOCK 3 TANK,STEEL PIPE SCH. 40 W/ 2 [HANDLE VENT CAP 23 SERIES MODEL# 23-033 AS MANUFACTURED BY 2" FILL V-4" OPW 2" QUICK CONNECT FOR PORT i I , 15" LIFTING LUG WASTE OIL DISCHARGE PIANO (PRIMARY CONTAINMENT) C C HINGE TYP. 2 PLCS. 1'_3> ( ) .— --------------------------� 1/4" x 1 - --------------------- BOLT W/ 32" CHAIN ATTACHED 7�� L2" FILL OF 21' 2 2 1/2" DRAIN 2" VISUAL INSPECTION + O Ck 20" PIANO SECTION D-D PORT 2 LEVEL GAUGE HINGE o 2�, 10 GA. INNER TANK SECTION C-C 33-101' PLAN VIEW NOTE: SPILLBOX SHALL BE 10 GAUGE CARBON STEEL, 4„ 4" 2„ 2„ EPDXY COATED AND PAINTED PURPLE. 7» I DETAIL OE SUFI=OLK COUNTY SPILLBOX SCALE: NTS 2" FILL PORT TANK 4" EMERGENCY VENT 4" EMERGENCY VENT 1/2" DRAIN FOR SPILL BOX PROPOSED STAIRS FOR SECONDARY TANK 1 ' FOR PRIMARY TANK GROUND CLIP OPW MODEL 301 OPW MODEL 301 2"� VENT PIPE FOR INTERIOR WALL PRIMARY TANK, STEEL PIPE 1" CONDUIT SLEEVE 5'-1 " SCH. 40 WITH VENT CAP MODEL# 4025 AS PLAN MANUFACTURED BY OEM. a GROUND ROD CLAMP M 8"0 GROUND ROD x 8' LONG INSTALLED UNDERGROUND AS PER a . - MANUFACTURER'S & NEC ° REQUIREMENTS. CONCRETE PAD _ COMPACTED I I I I— SUBGRADE — ATMOSPHERIC ATMOSPHERIC ATMOSPHERIC ATMOSPHERIC DETAIL VENT PIPE FOR VENT PIPE FOR VENT PIPE FOR VENT PIPE FOR GROUND ROD SECONDARY PRIMARY TANK PRIMARY TANK SECONDARY N.T.S. TANK TANK 8' MIN. PROPOSED STAIRS 8' MIN. PROPOSED SUFFOLK (TANK) ANCHOR CLIP 5'-1" COUNTY SPILL BOX (SEE DETAIL) SPILL 2,-9» 5/8" x 4 3/4" STAINLESS TO BE EPDXY _ - - - - - STEEL H;LTI KWIK BOLT II PRODUCT LEVEL------, COATED AND PAINTED 1 ' GAUGE OEM MODEL# PURPLE. CONCRETE PALS 4504 no no v ° a PROPOSED LABELING %\ 4 S.C.D.�S. TANK N0. _ v � 1 WASTE OIL �II 6" _ _ 6" 4 -7 ANCHOR CLIP DETAIL I I 5 -1„ \ - N.T.S. 2"0 STEEL - AS PER THE MANUFACTURING STANDARD SUCTION 3 -0 - q) PIPE = 31$ -v - o EX. EX. aGRADE GRADE FINISHED FLOOR v v c� ELEVATION STEEL TANK 3J-10j) SADDLES (TYP.) END VIEW .o (2 PLCS) v 500 GALLON DOUBLE WALLED WASTE OIL TANK N.T.S. 0 TANK NOTES TANK LABELING NOTES 1 . ATMOSPHERIC VENTS SHALL BE 2" DIAMETER. SECONDARY CONTAINMENT MUST BE VENTED. 12-1-15 LG ISSUED FOR PERMITTING MCJ/RGD VENTING SHALL CONFORM TO THE APPROPRIATE FIRE CODES. 1 . TANKS MUST BE CLEARLY LABELED WITH THE S.C.D.H.S. TANK IDENTIFICATION NUMBER. DATE BY DESCRIPTION APPROV. BY 2. PRIMARY TANKS & SECONDARY TANKS SHALL BE EQUIPPED WITH OPW MODEL NO. 301 2. LABEL LETTER HEIGHT SHALL BE 2” MINIMUM. REVISIONS LJ- EMERGENCY VENTS OR APPROVED EQUAL, EXCEPT WHERE NOTED OTHERWISE. 3. A WARNING NOTICE SHALL BE MOUNTED IN THE VICINITY OF ALL FILL AND/ OR PUMP OUT TOWN OF SOUTHOLD 3. TANK MANUFACTURED BY CONTAINMENT SOLUTIONS, INC., UL 142 LISTED OR APPROVED FITTINGS AS REQUIRED AND AS DIRECTED BY THE ENGINEER, STATING "TIGHT FILL CONNECTION SUFFOLK COUNTY, NEW YORK 4LATTACHMENT BRACKETS TO TANK WHERE REQUIRED TO ATTACH CONDUIT. MUST BE USED". . WELDHIGHWAY MAINTENANCE GARAGE 4. ALL TANK FITTINGS SHALL BE DESIGNATED WITH LABELS MOUNTED ON THE TANK WALLS AS 5. TANK COLOR SHALL BE WHITE (SHERMAN WILLIAMS "TILE CLAD" OR APPROVED EQUAL. (NO DIRECTED BY THE ENGINEER. AND SITE IMPROVEMENTS INTERIOR PAINT) 5. SPILL BOX TO BE EPDXY COATED AND PAINTED PURPLE. WASTE OIL TANK Z 6 . TANK SHALL BE EPDXY COATED ON ALL SIDES, TOP AND BOTTOM. .7s� a 500 GALS Em 7. PRIMARY AND SECONDARY CONTAINMENT TANKS SHALL BE EMPTIED BY VACUUM POWERED 0 �' ' `' DETAILS o DROP PIPE. ~, n t �,: �;�:. 3 � y, pq��r gp� ppF� ASSOCIATES gip •.' cid' t �'"� �' iY Lc L. i . c L E A ®i O"1 S O IAT 7 P.C. 0 0 8. GRADE SHALL PITCH AWAY FROM TANKLC CONSULTING ENGINEERS 437 SOUTH COUNTRY Rb., BROOKHAVEN, NEW YORK 11719 v 9. TANK TO BE MOUNTED ON PROPOSED CONCRETE SLAB IN THE GARAGE. a� `s' is, r Designed By: MF" Scale: AS NOTED Sheet No. 00 rl�? �' 5�5� o � .�;' Drown By: M� Dote: OCT 2015 U SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Oa Approved By: RGD File No. 13108.000 144'-0" FOUNDATION PLAN LEGEND: 28'-0" 16'-0" '-11 "3'-4 64'-5 " 25'-10„ 1 ST FLOOR CONCRETE SLAB ELEVATION = DATUM ELEVATION 0'-0" = ELEVATION 18.28' 36'-0" m 8" SLAB ON GRADE - INDICATES 8" THICK 4000 PSI AIR ENTRAINED CONCRETE SLAB w/ 10 (2)-LAYERS OF #4 BARS AE 12"o.c. EACH WAY. PLACE SLABS OVER COMPACTED POROUS FILL, S2 n I SUB-BASE AND 6 MIL. VAPOR BARRIER AS SPECIFIED. _ [-3'-6"] (� a 6" SLAB ON GRADE - INDICATES 6" THICK 4000 PSI AIR ENTRAINED CONCRETE SLAB W/ 6"x6" W2.9xW2.9 WELDED WIRE FABRIC. PLACE SLABS OVER COMPACTED POROUS FILL, SUB-BASE AND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 MIL. VAPOR BARRIER. - - _ Co i 0 11'-10" 10'-4" 11'-10" �, m [+/- ....] = BOTTOM OF FOOTING ELEVATION FROM TOP OF 1ST FLOOR CONCRETE SLAB DATUM II F-4.0 1 ( ELEVATION. [-2�01 '-6"] 20'-683" F r r (- 23,- „ RAMP DN I ( + = TOP OF WALL ELEVATION FROM TOP OF 1 ST FLOOR CONCRETE SLAB DATUM ELEVATION (TOP OF WALL ELEVATION L J L J L - J oo ( ` v �> I ( +1 '-0" UNLESS NOTED OTHERWISE). F-3.0 F-3.0 F-3.0 ``' I 11 [4-6] [4-61 [4-61 N ( _ _ __ -- �, L � F-4.0 L - J I a + ../... = 70P OF CONCRETE SLAB ON FROM TOP OF 1ST FLOOR CONCRETE SLAB DATUM ELEVATION MAINTAIN FULL SLAB F-4.0 a® THICKNESS AT SLOPED AND DEPRESSED AREAS. _` SPILL AREA i OR LIQUID STORAGE [-2-6] ' SEE DRUM S ORAGE PLAN & DETAILS [-2_6 � I 1 I T/WALL EL. _ (+1 -0 } "CJ" = APPROXIMATE LOCATION OF CONTROL/CONSTRUCTION JOINTS IN SLABS ON GRADE. FOR x CJ CJ CJ CJ CJ CJ CJ CJ DETAILS, SEE TYPICAL SLAB-ON-GRADE DETAIL. "F-3.0" INDICATES 3'-0"x3'-0"x1'-6" FOOTING W/ (5)-#5 REBAR EACH WAY 3" CLR. FROM F BOTTOM OF FOOTING Co "F-4.0" INDICATES 4'-0"x4'-0"x1'-6" FOOTING W/ (6)-#5 REBAR EACH WAY 3" CLR. FROM w, BOTTOM OF FOOTING III _ <�j U U U U U L> I - FOUNDATION NOTES: 8" SLAB o 10 I ON GRADE 8 SLAB s2 0-0I I 11 TYP. 1 FOOTINGSSOIL RING MUSTAPACITY REST ON UNDFOR DISTTURBOEDNDATION DESIGN HAS SOIL. NOTIFY ARCHITECT TO O00 6" SLAB PLACING FOOTINGS SO S2 AT D ORS THAT THESE ASSUMPTIONS MAY BE VERIFIED. CJ CJ CJ CJ CJ CJ CJ CJ I ® 2. REINFORCING MARKED/NOTED CONT. (CONTINUOUS) SHALL BE LAPPED 24 BAR DIAMETERS AT 1 SPLICES AND CORNERS AND HOOKED AT NON-CONTINUOUS ENDS. co I I C 3. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO MORE THAN 50'-0" APART AND NO LESS THAN 4'-0" FROM ANY PIER. VERIFY LOCATIONS WITH ARCHITECT. SECTIONS OF WALL SHALL BE POURED ALTERNATELY. HORIZONTAL JOINTS WILL NOT BE PERMITTED. 4. BACKFILLING AGAINST FOUNDATION WALLS IS TO BE DONE SIMULTANEOUSLY. 5. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 P.S.I. AFTER 28 DAYS. i I ( 6" SLAB v v v v U ON GRADE I I 6. PROVIDE SLEEVES AND BOX OUT OPENINGS FOR MECHANICAL, ELECTRICAL, & PLUMING TRADES. LOCATIONS OF OPENINGS SHALL BE APPROVED BY ARCHITECT AND SHALL BE PLACED SO NOT TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. VERIFY CONDITIONS ON THE JOB PRIOR TO INSTALLATION. 7. "KEYS" FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED AS SHOWN IN SECTIONS AND DETAILS. 8. SUB GRADES ON GROUND BELOW DECK SHALL BE COMPOSED OF 6 INCHES. WELL COMPACTED POROUS FILL PLACED ON FIRM UNDISTURBED SOIL OR ON WELL COMPACTED FILL AFTER UNSUITABLE OVERBURDEN AND TOP SOIL HAS BEEN REMOVED. CJ CJ CJ CJ CJ CJ CJ CJ _ 10 9. NO FOOTINGS SHALL BE PLACE IN WATER OR ON FROZEN GROUND. ALL SOIL SURROUNDING AND S2 " UNDER ALL FOOTINGS SHALL BE PROTECTED FROM FREEZING AND FROST ACTION DURING THE COURSE OF CONSTRUCTION 14. KEEP FOUNDATION EXCAVATIONS FREE OF WATER A7 ALL TIMES. REPLACE WEAKENED SOIL WITH LEAN CONCRETE. USE LEAN CONCRETE FOR OVER EXCAVATION OF FOOTINGS, AS APPROVED BY ARCHITECT. 15. PLACEMENT OF ALL COMPACTED FILL MUST BE UNDER THE SUPERVISION OF AN APPROVED ® TESTING LABORATORY. CONCRETE FOUNDATIONS SHALL NOT BE PLACED UNTIL FILL HAS BEEN CHECKED IN PLACE AND CERTIFIED BY THE TESTING LABORATORY. 16. ALL FOUNDATION WALLS AND GRADE BEAMS SHALL BE BRACED DURING THE OPERATIONS OF BACKFILLING AND TAMPING. J T WALL EL. _ (+1'-0"} 17. BACKFILLING SHALL BE ACCOMPLISHED TO EQUAL HEIGHTS ON BOTH SIDES OF THE FOUNDATION I ( TO PREVENT MOVEMENT DUE TO THE UNBALANCED EARTH PRESSURE. WHERE EARTH IS ON ONE SIDE ONLY, THE BACKFILLING AND COMPACTION SHALL NOT START UNTIL ADEQUATE BRACING IS - I O PROVIDED FOR ALL FOUNDATION SUPPORT. I_ 18. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABS AND SLABS OF GRADE - - _ __ - _ - - - - ___ - - - - - - - - - - - - -- - - - BRACING THESE WALLS AGAINST EARTH PRESSURE, WIND AND OTHER FORCES, HAVE BEEN IN C - [-3-6 l PLACE A MINIMUM OF SEVEN DAYS. A 19. BEARING CAPACITY FOR THE UNDISTURBED SOIL SHALL BE VERIFIED AT THE TIME OF 0 11 <S02) CONSTRUCTION. IF REQUIRED BEARING CAPACITY IS NOT ACHIEVED, UNSTABLE MATERIAL SHALL BE 0 52 REMOVED AND COMPACTED FILL SHALL BE USED. THE COMPACTED FILL SHALL BE WELL GRADED -° 3'_ 1't 26'_ " 3'_ i" " GRANULAR MATERIAL AND SHALL BE PLACED IN 12" LIFT AND COMPACTED TO ITS 95% OF 4'-2" 16'-0" 4'-11" 3,- „ 16'-0" 6'-0" 16'-0" 6'-0" 16'-0" 1'-4" 42 42 20 -4 MAXIMUM DRY DENSITY DETERMINED ON THE BASIS OF ASTM METHOD D-1557 1 144'-0" 20. BUILDING MANUFACTURER TO SUBMIT REACTIONS, COLUMN SIZES AND LAYOUT, AND ANCHOR BOLT REQUIREMENTS TO THE ARCHITECT. 21. MIN. CONC. COVER FOR REINFORCING SHALL BE 1-1/4" FRP SLABS. 1 -1/2" FOR BEAMS AND 1" 3 FOR WALLS. ALL CONCRETE EXPOSED TO WEATHER OR EARTH FILL SHALL HAVE MIN. CONC. COVER i OF 2". FOR BIGGER BARS LARGER THAN #5 OR 1-1/2" OR #5 BARS OR SMALLER. FOR ALL 41 in FOUNDATION PLAN CONCRETE PLACED AGAINST EARTH, MIN. CONCRETE COVER SHALL BE 3" 22. ALL REINFORCING SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED, a ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT TO ALL BARS. p 23. PROVIDE ADDITIONAL 2-#5 BARS AROUND ALL SLAB OR GRADE BEAM OPENINGS, UNLESS NOTED 0 OTHERWISE. U 24. THE CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL EXCAVATION SLOPES. 0 25. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS. 26. ALUMINUM SHALL NOT BE PERMITTED EMBEDDED IN OR IN CONTACT WITH CONCRETE. 27. EMBEDDED PIPES OR CONDUIT SHALL NOT EXCEED 1 /3 SLAB THICKNESS, AND SHALL NOT OCCUR CLOSER THAN 3 DIAMETERS APART. 28. THE CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING THE INTENDED POURING SEQUENCE AND LOCATION OF ALL CONSTRUCTION JOINTS TO THE ARCHITECT FOR APPROVAL. a s h 12-1 -15 LG ISSUED FOR PERMITTING MCJ/RGD v 10-22-15 MCJ RELEASED FOR BID RGD C c DATE BY DESCRIPTION APPROV. BY a� a REVISIONS v TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ® HIGHWAY MAINTENANCE GARAGE n AND SITE IMPROVEMENTS U C d d f y = Y FOUNDATION PLAN In ! If to ' .:.,i y cy°r ,i"``4 In 0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 19719 g�9 � �� � Lv{� ti . Designed By: MCJ Scale: AS NOTED Sheet No. o �lj�' �� ;�� Drawn By: PWD, MCJ Date: OCT. 2015 O '7 Approved By: RGD File No. 13108.000 C] L CONCRETE SLAB ON GROUND I q OFA CONSTRUCTION JOINT PIPE TRENCH SEE FOUNDATION PLAN LEGEND FOR REINFORCING SLAB ON EXCAVATION SLAB ON GROUND EL, I INTERRUPT WWF AT JOINT 1 .5x„N„ GROUND EL, 15 MIL VAPOR BARRIER LAP 12” AT SEAMS (TYPICAL) SEE PLAN 18° I MIN SEE PLAN 99 „ / j PIPE TO CLEAR SLEEVE / w H Zx FI / / BY J” (TYP.) x — x — x — x — x — x — x- x x — x — x — x x —x —x01 —x PIPE j f NO PIPE IN j THIS HEIGHT o p o v o p aJ 6" 6 6" MIN P 6 6 n 4 6 II;IIIIIIII ,IIIINr� , _II;IIIIIIIII„II ll; BOTTOM OF FTG. - - - - - - - ,- _ _ - - - - - UM KEY I- \//' j/\ 9” MIN, OPTIONAL JOINT CENTER IN SLAB ADDITIONAL - _ CRUSHED STONE #4x5'-0" @ 12" O.C. /_ 6 MIN. NON-WOVEN GEOTEXTILE 3'-0" MAX. )) FILTER FABRIC BENTONITE WATERSTOP / / J 6" MIN. UNDISTURBED SUBGRADE NOTES: NOTES: 2x9 N9/ 9999 1. ALL SLAB ON GRADE SHALL BE POURED IN AN ALTERNATING STRIP SYSTEM TO 1 SEE TYPICAL SLAB ON GROUND DETAIL FOR ADDITIONAL 9" MIN. (TYP.) ALLOW PROPER SHRINKAGE. POUR PANELS TO BE BOUNDED BY INFORMATION. WHERE PIPE TRENCH CONTRACTION/CONTROL JOINTS (OR EXPANSION JOINTS) AS SHOWN ON PLANS. 2 SUBMIT PROPOSED CONSTRUCTION AND/OR SAW CUT FOR EXCAVATION IS REQUIRED 2. GENERAL CONTRACTOR MAY USE SAWED CONTRACTION/CONTROL JOINTS, REVIEW PARALLEL TO FOOTING, IT SUBJECT TO APPROVAL. MAXIMUM JOINT SPACING IS 20' IN EACH DIRECTION. SHALL BE KEPT ABOVE 3. SPLICES OF WWF SHALL BE NOT LESS THAN DISTANCE BETWEEN TWO 3 PROVIDE ADDITIONAL DIAGONAL BAR AT RE-ENTRANT THIS LINE. STEP FOOTING OUTERMOST CROSS WIRES OF EACH FABRIC SHEET PLUS 2". CORNERS AS NECESSARY TO MEET 4. COORDINATE ALL SLABS WITH ARCHITECTURAL DETAILS, PAVING STONES, ETC. #4x5'-O" LONG. THIS REQUIREMENT. I TYPICAL STEL ALL C IL ICAL IPE T FOOTIN D AIL TYPICAL 0 GRADE S.O.C. D AIL TYPICALO.G. CONSTRUCTION JOINT DETAIL 1�94�1" T R1Of : NOT Tv S s NCn T+D ALE FORMED GROOVE CL JOINT EA SIDE CMU WALL PROVIDE CONTINUOUS WATERSTOP SEH DWGS WHERE SHOWN ON CONTRACT DWGS COLUMN & FOOTING OR IN ALL WALL JOINTS BELOW FINISHED GRADE i—� 1/4" THICK LEVELING PLATE SAME ' SIZE AS BASE PLATE „ Y SLAB ON ' CO cn I I GROUND EL DOWELS TO VERTICAL WALLCH REINFORCING 1/4 I I I BACKER ROD_-, / " HORIZ SEE PLAN Y4 v SLAB ON I I 3/4 MIN. NON-SHRINK GROUT 3 4 DISCONTINUE #4 CONTINUOUS 2'-U" GROUND EL, N #4®48" O.C. MINIMUM BASE PLATE I & SEALANT / EVERY OTHER BAR -���,�I SLAB ON o x #4 @ 12 O.C. 2,-� SEE PLAN 4®16° -I_ ° ON EXPOSED SIDE 2" FROM THE JOINT x ---x - -x x � x — GROUND EL, ¢ # x ° ° =x., a� x I I x; x x" x x x SEE PLAN `- T SLAB _ _ --- c x — x — x SEE PLAN x —x —x x x —x —x —x _I o \j O o 0o 0 0 0 0, co oho >c o o c� o - T- <��/,✓/,�� , 0 co T 9 - - – – – – – -- - ----- – ------- I -1I I I-1 I I=1 I I-1 i�I 1=1 I, I 1=1 I I, I x — x --x — �" ;� 4 Q o " V BARRIER — x ,- VAPOR PROVIDE CONTINUOUS WATERSTOP 1' =1I 1=1 I1=1I 1=1I I - _ - 1 _ - _I 1° °°° (4) 3/4"sb ANCHOR BOLTS FORMED GROOVE WHERE SHOWN ON CONTRACT DWGS 0 0 0 0 0 0 a o oc) III I I- 11=III=1I II I= o o o i p V , o W �w ° LL JOINTS _ o s IN ALL EXTERIOR WA 0 ON EXPOSED SIDE OR NOTES: _�_ - - - - - - -LI -I11- = - =r= - o = -II c� ° ° OF VERT SURFACES BELOW FINISHED GRADE -111=1 I-II 1=11 I-I 11=1 I i- t 1-I I�I 11=T4=1 I-III- - - w III-1 III 1I1=III:, IIIc -I lI- Q °° " 48' MI 1 SEE TYPICAL SLAB ON GROUND DETAIL FOR ADDITIONAL ® °.' 6 FOOTING INFORMATION. 2-#5 CONTINUOUS 2 SUBMIT PROPOSED CONSTRUCTION AND/Oft SAW CUT FOR REVIEW. MAX. JOINT SPACING IS 20' IN EACH DIRECTION. NOTE: NOTE: c� � 3" CLEAR 3 SAW-CUTTING SHALL BE CItRRIED OUT AS SOON AS SEE TYPICAL SLAB ON GROUND DETAIL FOR ADDITIONAL INFORMATION. SEE TYPICAL SLAB ON GROUND DETAIL FOR ADDITIONAL INFORMATION. PRACTICABLE AND NO LATER THAN WITHIN 18 HOURS OF SEE FOUNDATION PLAN LEGEND FOR REINFORCING SEE FOUNDATION PLAN LEGEND FOR REINFORCING � SEE PLAN OR 5CHED. LAP PLACING CONCRETE. , 4 AFTER THE SLAB IS 30 DAYS OLD REMOVE ALL DEBRIS 2" HORIZ REINF FROM THE SAW CUTS AND FILL WITH SAND/CEMENT MORTAR CONTAINING A LATEX BONDING AGENT, OR AS CONSTRUCTION JOINT o NOTED IN SPECIFICATIONS. 0 -rj OTYPICAL O.G.. SA CUT 4.IOI T DETAIL TYPICAL S TEP AIL .� TYPICAL THICKENED SLAB UNDER CMU WALL DE-FAIL (:DTYPICAL STEEL COLD N 0 FOOTING C�ETAIL TYPICAL CONCRETE ALL JOINTS DETAIL : NOT : NOT TO Nc�T TO : NOT Tfl s s NO r TO r SCA 41 41 U) d TYPICAL EXTERIOR WALL o EXTERIOR WALL BEYOND 1" DROP IN SLAB TO ALIGN WITH a o o BACK SIDE OF GARAGE DOOR 0 V-6" C: CONNECTION OF WOOD POST TO ° ° TOP OF WALL FOUNDATION BY BUILDING o o EL = + 1 '-0" #5 DOWEL AT 18"o.c. L3x3x1/4 GALVANIZED STEEL ANGLE MANUFACTURER WITH 2"Ox4" LONG SHEAR STUDS o �» COMPRESSIBLE FILLER —� 2" WELDCOMPRESSIBLE DROPED SLAB AT 0"o.c. TO ALIGN WITH EXTERIOR SLAB EL., TUP OF SLAB SEE FOUNDATION PLAN LEGEND FOR FILLER BETWEEN SLABS s SEE SITE DRAWINGS EL = 0' —0 REINFORCING -- r U (2)--CONT. #5 BARS TOP AND BOTTOM AND AT 2" SHELF- 12-1 -15 LG ISSUED FOR PERMITTING MCJ/RCD 0 C� CJC 10-22-15 MCJ RELEASED FOR BID RCD CD 12"o.c. HORIZ. DATE BY DESCRIPTION APPROV. BY I III III III .W #5 DOWEL AT CD w III III III I ® CD 8 18"o.c. VERT. III I I I I (� cD CL I ( I— REVISIONS II CONT. 2X4 KEY III Of CONT. 2x4 KEY _ i TOWN OF OUTHOLD ( SUFFOLK COUNTY, NEW YORK u9 III II v o R-10 CONTINUOUS RIGID INSULATION TO TOP OF FOOTING & 24" PERIMETER HIGHWAY MAINTENANCE GARAGE of II UNDER SLAB AND SITE IMPROVEMENTS - (3) -#5 CONT. n„ 1,-0., 6„ ' ? of 14E4, ` ° BOTTOM OF FTG. SEE TYPICAL FOUNDATION SECTION FOR 6' 1 -0' 6' r' �. FOUNDATION DETAIL E :2 EL = - 3'-6" REINFORCEMENT NOTES NOT REPEATED Ln -0 2'-0" HERE 2'-0" � y ® . McLEAN ASSOCIATES, 1 t s CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 a _ ICAL F U DATLO WALL DETAIL q q TYPICAL FOUNDATION AT DOOR DETAIL Designed By: MCJ scale: AS NOTED Sheet No. O Oxy! : ®'- I I yJ/�� 1 a� � o r%) Drawn By: PWD, MCJ Date: OCT. 2015 rbc S2 0 E Approved By: PCD File No. 13108.000 SUPPORT OF JOISTS ALONG EXTERIOR WALL BY BUILDING MANUFACTURER. TYP. POST AND BEAM BUILDING BY BUILDING LL = 125 PSF MANUFACTURER ' DL = 15 PSF ��.�.— I HYDRAULIC „ N a N FRAMING LEGEND I ROOM ° LI - — JOISTS / RAFTERS BEAMS / HEADERS WOOD POSTS rkX W12x22 FLUID STORAGE AREA H-1 .. I NO PLIES IN POST DOWN BREAK ROOM W/ FLOOR CONTAINMENT ✓W:': " - 5"0 STEEL: - _. PIPE POST TYP. c� ° r W18x40 BUILT-UP BEAM - o F _ 0 0 POST UP AND DOWN I i - (6)--LO.C. -7 SIZE SPAN E BEAM (3) 2x1 T N v DIRECTION W8x10 13 j w PARTS STORAGE Q OF FRAMING FRAMING 1500 3 2x11 a LVL* POST UP _ I SCHEDULE '- H-2 ' J-1 BEAM 1.D. FULL HEIGHT INSULATED POST _ /�' 3 II � ..., _ €, �'-W.�....., BEAM REACTION FRAME WALL AND FOUNDATION WOOD- LBS.,STEEL-KIPS y #I BY BUILDING MANUFACTURER DOWNSLOPE ( ) I; 2 L _- ,, H-1 DIRECTION DASHED WHERE I WHERE POSTS ARE SHOWN OF SLOPING BUILT OVER BY NOTE: 2x4 WALL PROVIDE (3)-2x4 POST i _..._ y MEMBERS OTHER FRAMING i ._ I PSL's MAY BE SUBSTITUTED FOR LVL'S MIN. UNLESS NOTED OTHERWISE i! __0 OF EQUAL SIZE, WHERE PSL IS 2x6 WALL PROVIDE (2)-2x6 POSE 3 _ ✓ SPECIFIED LVL'S MAY NOT BE USED. MIN. UNLESS NOTED OTHERWISE SHOWER =w. STORAGE i 3 ,- N "• MEN I I I .__._.... WOMEN I WELDING —<)3rMAINTENANCE SHOP n I IFF EL 0'-0" _ _ ~ UTILITY : WOOD FRAMED DROP HEADER - f 4- 18" DOWN - w._...._� r 3 —1 — H ;T 1 I - _ TIRES 0 i I OFFICE 2 OFFICE 1 REFLECTED CEILING PARTIAL PLAN 0 SCALE:ry�1/8' = V-0" G U U I $(„L 0 1, rrH-1" INDICATES 3 "x7 " LVL HEADER a 2. "H_2" INDICATES 5 1/4xg LVL HEADER O flY C I i 3" TONGUE AND GROOVE PLYWOOD r-n GLUED AND SCREWED TO JOISTS (n TOP OF SUB FLOOR EL. - � 2o CONT. LVL RIMBOARD - - �. 0 TOP OF PLATE EL. 'x ti PREFABRICATED WOOD TRUSS U (2)-2X6 TOP PLATE Q I CONNECTION OF WALL TO UNDERSIDE OF TRUSS BY BUILDING -c h X MANUFACTURER. AT BEARING WALLS o, z PROVIDE ADEQUATE SUPPORT AND _ AT PARTITION WALLS DETAIL TO OF i h WALL CONNECTION TO ALLOW FOR 2X6 STUDS AT 16"o.c. TRUSS DEFLECTION 21 j 12-1-15 LG ISSUED FOR PERMITTING MCJ/RGD U i C1 � � �r � I 10-22-15 MCJ RELEASED FOR BID RGD DATE BY DESCRIPTION APPROV. BY c i ji i FULL HEIGHT PARTITION WALL BY REVISIONS c, BUILDING MANUFACTURER v TOWN OF SOUTHOLD P.T. BOTTOM PLATE, CONNECT TO i I SUFFOLK COUNTY, NEW YORK SLAB W/ ""Ox5" HILTI KWIK HUS-EZ AT 4'-0"O.C. HIGHWAY MAINTENANCE GARAGE I AND SITE IMPROVEMENTS CONCRETE SLAB, SEE PLAN CONNECTION OF WALL TO SLAB, -�` � ` ��31 BY BUILDING INTERIOR PARTITION FRAMING c TOP OF SLAB EL. MANUFACTURER '� �ye x K. ASSOCIATES,McLEAN r y &{r,1'�y �yfi '.�;1. � }� P.C. 5...,..0 r,� Q-, f7 r) C I.t, CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 rI (n Designed By: R4CJ Scale: AS NOTED sheet No. Ln 00 \ ( . SECTIONSECTION 3 SCALE: 3/4r V-Or Drawn By: PWD, MCJ Date: OCT. 2015 T S3 _-e -- -- SCALE: 3/4" = 9'-0. Approved By: R(;D File No. 13108.000 m a a_ O O — GENERAL DESCRIPTION F_'—'—'—'—'—'� ( PROJECT NAME: HIGHWAY DEPARTMENT MAINTENANCE GARAGE & SITE IMPROVEMENTS I n HYDRAULIC n ^ ACTUAL TRAVEL PROJECT LOCATION: TOWN OF SOUTHOLD ' ROOM ( I ( DISTANCE IS 80 5F PARTS STORAGE I ACTUAL TRAVEL 42 FT FLUID STORAGE AREA ^ I n DISTANCE IS ----------------- O BUILDING DESCRIPTION: 700 5F —1 W/ FLOUR CONTAINMENT i i I I 36 FT. I � � 340 SF I i o ° " n „ COIL DOOR NUMBER O STORIES STORY BUILDING HEIGHT (EAVE) 21'-0" BUILDING AREA (INCLUSIVE OF AREA 11,520 SF I I BREAK ROOM ^ I I EXTERIOR WALLS) I ^ qA 480 SFIL ------- ---J ACTUAL TRAVEL DISTANCE IS 95 FT. I I OCCUPANCY CLASSIFICATION STORAGE GROUP S-1 (BC-311) <—<—<—� ^ ( (MOTOR VEHICLE REPAIR GARAGE) ACTUAL TRAVEL < < — — — — — — — IS n i I------------------- DISTANCEO 40 FT i ( ACCESSORY OCCUPANCY BUSINESS GROUP B (BC-304) (OFFICES) COIL DOOR I I 1-1 CONSTRUCTION TYPE TYPE 5B (COMBUSTIBLE, NOT SPRINKLERED) --<—<—<—<--] o I (TABLE 503 & BC-602) ^ I/ \1 I O LOCKER ^ i HEIGHT AND AREA LIMITS 160 SF SHOWER HEIGHT (TABLE 503) S-1, 1 STORY LIMIT STORAGE B, 2 STORY LIMIT ® ( 1370 SF AREA (TABLE 503) S-1, 9,000 SF n B, 9,000 SF I AREA MODIFICATIONS (SEE BELOW) 14,142 SF MEN L----------------- O 90 SF ' ACTUAL TRAVEL O I DISTANCE IS STRUCTURAL FIRE RESISTANCE REQUIREMENTS (TABLE 601) MAINTENANCE SHOP o Q ^ 57 FT. O 5300 SF Q STRUCTURAL FRAME 0 HR. a i BEARING WALLS 0 HR. WOMEN o ( i NON-BEARING WALLS 0 HR. 1450 WELDING F 90 SF i ; FLOOR CONSTRUCTION 0 HR. ROOF CONSTRUCTION 0 HR. n I I EXIT ACCESS TRAVEL DISTANCE (TABLE 1016.1) UTILITY n USE GROUP B 200 FT 60 SF L----------------- O USE GROUP S-1 200 FF ENERGY CODE COMPLIANCE (INTERNATIONAL ENERGY CONSERVATION CODE (22012 IECC)) F_<— ----------- i-- O COMMERCIAL COMPLIANCE (IECC-C402) V ^ rV PROJECT LOCATION SUFFOLK COUNTY, LONE 4A THERMAL VALUES OF BUILDING COMPONENTS (TABLE 402.2) ' FOUNDATION WALL R-VALUE R-10 CONTINUOUS INSULATION n ' I UNHEATED SLAB R-10 FOR 24" I i TIRES v POLE BARN WALLS ABOVE GRADE R-20 v n i 496 SF I POLE BARN ATTIC R-38 OFFICE 1 I OFFICE 2 i i WINDOW (30 % MAX) U-FACTOR 0.38 160 SF n 160 SIF d WINDOW SHGC (PF<0.25) 0.40 I L----------------I- SKYLIGHTS (3 % MAX) U-FACTOR 0.50 O I" SKYLIGHT SHGC 0.40 Oi d P d b d i t--<—<—<— DOOR U-FACTOR 0.61 ' I �` `—`—`—` ROLL-UP DOOR R-4.75 Q O O O O O O O O ACTUAL TRAVEL ACTUAL TRAVEL. SECTION 506 AREA MODIFICATIONS DISTANCE IS ro DISTANCE IS 39 FT. 506.1 GENERAL. THE AREAS LIMITED BY TABLE 503 SHALL BE PERMITTED TO BE INCREASED DUE TO FRONTAGE (If) AND AUTOMATIC v 60 FT. SPRINKLER SYSTEM PROTECTION (Is) IN ACCORDANCE WITH THE FOLLOWING. c CIL EGRESS PLAN Aa = �At + [At x If] + [At x Is]I(Equation 5-1) WHERE: E >CAL�: 11/8" v .1'-0„ v° Aa = ALLOWABLE AREA PER STORY (SQUARE FEET) v At = TABULAR AREA PER STORY IN ACCORDANCE WITH TABLE 503 (SQUARE FEET) If = AREA INCREASE FACTOR DUE TO FRONTAGE AS CALCULATED IN ACCORDANCE WITH SECTION 506.2. Is = AREA INCREASE FACTOR DUE TO SPRINKLER PROTECTION AS CALCULATED IN ACCORDANCE WITH SECTION 506.3 v If = [ F / P — 0.25 ](W / 30)(Equation 5-2) WHERE: in v If = AREA INCREASE DUE TO FRONTAGE c v F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY OR OPEN SPACE HAVING 20 FEET OPEN MINIMUM WIDTH 0 c° P = PERIMETER OF ENTIRE BUILDING (FEET) n C W = WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET) IN ACCORDANCE WITH SECTION 506.2.1. a If = ((368 FT / 448 FT) - 0.25)(30/30) If = 0.5714 0 Aa = (9,000 SF + (9,000 SF x 0.5714) + (9,000 SF x 0) 5 Aa = 14,142 SF :3 a 12-1-15 LG ISSUED FOR PERMITTING MCJ/RGD 10-22-15 MCJ RELEASED FOR BID RGD a DATE BY DESCRIPTION APPROV. BY n. REVISIONS v TOWN OF SOUTH ®LD SUFFOLK COUNTY, NEW YORK til o' HIGHWAY MAINTENANCE GARAGE Q) AND SITE IMPROVEMENTS U C d Y CODE COMPLIANCE co Ta j 4 7-- McLEAN ASSOCIATES, P.C. L. K. E3 OOKHN, NEW YORK 11719 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., O Designed By: MCJ scale: AS NOTED Sheet No. 0. ` t� Drawn By: PWD, IV1CJ Date: OCT. 2015 0 v j Approved By: PGD File No. 13108.000 ® L i`i" CONCRETE FILLED PAINTED STEEL BOLLARDS TYPICAL AT ALL OVERHEAD DOORS (SEE DETAILS) 144'-0" 28'-0" 16'—O„ 50'-5" 11'-11�A" 2'_1 , 3 -4 25'_1®» /A A4 ! A4 34 1 - HYDRAULIC2 I 00 ROOM FLUID STORAGE AREA I i i . W/ FLOOR CONTAINMENT a r 0 i i 10 —0 ! 4 ENTIRE LENGTH "- i -------------- cfl i 21 0 0 ® OF WALL TO BE l INSULATED W/ " I PARTS STORAGE o GYP. THIS SIDE 2.-5 —0 ' COIL DOOR i FULL HEIGHT -------------------- 4 N I0 N I 29'-4" 44'-0" 20'-0" i 124'-0" 3N1 BREAK ROOM i L---- --------- l co �t- zo 4 I ILL 4 1 4 I COIL DOOR 19 1� o z4 I 17 L I 5 SHOWE o I STORAGE 32 N 23'-0" 78'-7" I o I 1s MEN I L------------------ 0 o a co i w1 oao 4 0 1 � Q F------------------- 0 --- ----- 0 i WELDING MAINTENANCE SHOP l 5 WOMEN o FF EL 0'-0" coo 15 5 i 31 1 H I r 14 UTILITY 3N1 5 3 3N1 L------------------ u 1 1 30 0 70'-883" I --------------------- --------------------- -- ---- --- F-------- --------- 2'x6' CL 2'x6' C of 10 12 - METAL WINDOW co o I (FIXED) WITH 1 HRn I TIRES 29 l I , Fro o N RATED SAFETY I o 1 i'-6)) 11 —6» N GLASS ¢ OFFICE 1 5 OFFICE 2D8 in L --------- i=O I 1 �s p d 2s b5 1 N I o AllL ° A1( C D �111o0 00 B I A4 A4 i 4'-2" 16'-0" 4'-1 1" 3'-4" 16'-0" 6'-0" 16'-0" 6'-0" 16'-0" L3'-4" '-3" 8'-0" 3'-9" 8'-0" L3'-6"I;5'-4" 20'-4" 144'-0" �n FLOOR PLAN a SCALE: 1/8" 1'-0" a � rn v L R7 NOTE: U C °= 1. PROPOSED BUILDING IS A PRE—ENGINEERED POST FRAME BUILDING (MORTON; G FE TERVILLE; OR APPROVED EQUAL). 2. POST FRAMING IS NOT SHOWN. 3. DIMENSIONS ARE GENERALLY SHOWN TO FRAMING. 4. ALL DIMENSIONS SHALL BE COORDINATED WITH APPROVED POST FRAMING BUILDING MANUFACTURER'S SHOP DRAWINGS AND CAN VARY BASED ON WALL CONSTRUCTION. c� r ' •U ,° 12-1 -15 LG ISSUED FOR PERMITTING MCJ/RGD 1 3 4 5 10-22-15 MCJ RELEASED FOR BID RGD c CL DATE BY DESCRIPTION APPROV. BY REVISIONSALL WALL SECTION: INTERIOR WMETALEPANOEL WALL SECTION: ( I WALL SECTION: WALL SECTION: EXTERIOR METAL PANEL I I I I EXTERIOR METAL PANEL ( 2X4 GIRTS g GYP. BOARD GYP. BOARD TOWN E SOUTHOLD 2X4 GIRTS I ( I 2X4 GIRTS I I 6" POST FRAMING 2X6 STUDS AT 16 o.c. 2X4 STUDS AT 16 o.c. o ST BUILT UP POST I ( R-20 MINILINSULABUT UP OON I R-20 MIN INSULATION SOUND ATTENUATION SOUND ATTENUATION SUFFOLK COUNTY, NEW YORK R-20 MIN. INSULATIONXIRTS\ I I I 2X4 GIRTS I (UNLESS NOTED OTHERWISE) INSULATION INSULATION HIGHWAY MAINTENANCE GARAGE v115/8 GYPSUM BOARD INTERIOR METAL PANEL PRIME AND PAINT PRIME AND PAINT I I 2X4 GIRTS GYP. BOARD GYP. BOARDA N [� SITE IMPROVEMENTS INTERIOR METAL PANEL a I I PRIME AND PAINT I BOTH FACES � ( ) (BOTH FACES) w .t� FLOOR PLAN DETAILS Eli — WALL TYPE 1 WALL TYPE 2 WALL TYPE 3 WALL TYPE 4 WALL TYPE 5y'LO a SCALE. 3/4" r 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4' = 1'-0" SCALE: 3/4" = 1'-0' SCALE: 3/4" = 1'-0, + ,`? � ; L. K. McLEAN ASSOCIATES, P.C. o Sys-° CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., I (A CONSULTING NEW YORK 11719 00 NOTE: "NI" WITHIN SYMBOL MEANS NO INSULATION WITHIN WALL s o ✓o. ��;�a� {�'�' � O ��� ti Designed By: MCJ Scale: AS NOTED Sheet No. 00 Gi Drawn By: PWD, MCJ Date: OCT. 2015 Q Approved By: RCD File No. 13108.000 : T I .. . I T�- : ; : ,: ;� :� 1 :; :� � — [---I : :, :: ;� .11 , ; : ; ; HYDRAULIC REFLECTED CEILING SCHEDULE: ROOM 'I ' !, - . u � E= 0 ACOUSTIC CEILING PANELS AT — A � I : I :u � :: � � � 11 ��"`� S 6 S ;I .' : ; L tJ "I . ES r SPECIFIED UNLESS OTHERWISE NOTED I : ! O O . PARTS STORAGE PAINTED ACOUSTICAL STEEL LINER F �OTO�{ I. 1 . PANEL SYSTEM MOUNTED TO BOOM i:1 Is ES, i 11 TRUSS CHORD (CONTINUE OVER �'___ -- --- — - J 0 BREAK RO M EQUIPMENT PLATFORM) — ES EXPOSED STRUCTURE (NO CEILING) ' ' I L——_————._—————————— , : 1: I 11, , I ----� : .. � I 11 ; � - I �:[ 4 :' : j: 4 : � I I I : : . ; i I ; ' T i ; � : :1 : i I I : I : Ii li ; i I I I I;, . !* ! I i ! i i; 1: � ;i ; ; .. .. !� ; 4: : 4 O 1 : : r ! I :' �, I � : : i ; ; � ;� � iflHilk ; ; : iti . i ; I is ��'111///�������' LIGHTING (SEE ELECTRICAL PLANS) 7r. I - j : �� �� �� J � i� �� ��h--�� 444--- . L1 , I ., l E= I: 1: 11 : . I . " : i : : --,) NOTE: REFER TO ELECTRICAL PLAN AND : � � : ; i ! ; y ! €' ' ; �: r------------------ MECHANICAL PLANS FOR ADDITIONAL INFORMATION I L CK R O ; �� 1 ,: : : 7) i --i i; : I 1; ! �� I; : I ; : ;0 ; Y,r_�I S 0 ER ; STORAGE ES : � : ; : ; ; ; ; ; I ; ; ; : ! : : : ; i : i 0 : ; I ; I : ;i i; ; : ; : ; : : : ; ; i ' I' Ii i i : „i ! i ! . r ; ; ; l Ii i � EN . i i MAl1VTENANCtrHQf ; ii �; : i :. 0i � �i ; i ', 1{ ' :1 1i ; ! j ; 1 ; i C� .. ,i: : f 1 1 i : i: : ; I : i : : � : : i: � ;: : ;i ;i : ;� i ; � I ; i : : j ' { : : i ; , ; 1 . it :, I” I I I ('1''' II it ;, ! 00 ,i I 4 i I ' I i MELDING 1 ; i ; I i ' I ' 'i1. �` :i 111 i i ; i' I' , ' '; - -) I I I n I i j ;i j l i ' 1 1 , ' ! .1 .I " .I €' 1 Ilii :I , 1 I I U I LI i l �i ' ; I I i. ; I t :. .i . ;i ! : :. , ; it .. :: is . .. 1 i' i .. :. :. .. :. : .. 'i .i is ; :I it 'i ': :. : .: :. .I :I :I .. .. .. .. .. 1 :I :: II I :. II .. is .. .. I I i Ir'`��I :I I" 'i i tit 4; i ,' ; , .. "i I' IIs ;I { 'I ,' �' it ---------- ------_ ,, is iI '; 3 r j; , 'i l: :i I I: t00 6 I I B I i i "T; 51 ;li ij1111 I I I r : I I 1 i ;: 1 i. l I . 10I r I l €. TIRES ! @ t ' it I C C : 11 I : I: r r 1i FFICE 1 FFI E 2 C I I; E t k ] I; a {! r i 1 [: I :, i 1Z P1 Z1 z r € C (' . C Ll l I r „ 1 i I'' [ r I 4 ;o 1 ':I is Ii U E P I ro q) a v v 1) Q) W I CA j REFLECTED CEILING PLAN 3 SCALE: 1/8" = 1 r_'O' V .1 cl -a C a W 0) a L- a 0 w V C V C 0 - C a >1 O 3 L O� T n 7°, 'p 12-1 -15 LG ISSUED FOR PERMITTING MCJ/RGD u- m 10-22-15 MCJ RELEASED FOR BID RGD c DATE BY DESCRIPTION APPROV. BY Qu 0- REVISIONS TOWN OF SOUTHOLD Id') SUFFOLK COUNTY, NEW YORK CD � FAIN i �i� � HIGHWAY MAINTENANCE GARAGE a 0 AND SITE IMPROVEMENTS U O � ., 1�� REFLECTED OILING PLAN C -aa � ' ; �' o '� ,'�� Jrvp� Lu IP CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 I r t 114,11 tu `r) d ��' Al,. �o '',j? Designed B : MCJ Scale: /aS NOTED Sheet No. r � xi," ��_ 5n�d�� �/ 9 Y h d - `6!?t ' p\ ffi c2 /'" Drown By: PWD, MCJ Date: OCT. X015 O r'7 Approved By: R G D File No. 13108.000 0 LL BUILDING ELEVATION NOTES: STANDING SEAM METAL ROOF 1. SYSTEM WITH C COORDINATE ALL WORK WITH ENTIRE PLAN SET. ONTINUOUS 2. NO HVAC COMPONENTS HAVE " RIDGE VENT E BEEN SHOWN. . 3. FOOTING AND FOUNDATION DEPTHS AND SIZES PROVIDED , 1. IN ELEVATIONS ARE DIAGRAMMATIC ONLY. SEE . CONTINUOUS ICE GUARDS FOUNDATION PLAN FOR ACTUAL INFORMATION. - — — — - - - -- � 4. SEE DOOR AND WINDOW SCHEDULES FOR ACTUAL SIZES SAVE HT. 21'-O" — — — - _ — T — -. -- — .-� T T __ -� _ 8 CONTINUOUS GUTTERS AND DETAILS. +m+.mr... rrr—.ra r f +�® 1 fi fi :� " ; i ; i : . VERTICAL METAL SIDING NG SYSTEM WALL PACK MOUNTED AT 9 SEE ELECTRICAL DRAWINGS TYP ( ) .. . 11 0 _"_ . . . , . .. 6„ M ; : ; ; DOWNSPOUT (TYP) IN. .. SUB SURFACE LEACHING SYSTEM _. . . c�aaaa aoaao a0000 o _ O O oaao O . _ . ... TOP OF WALL 1 -011 [ / \ 11.11 . ....... I "I . . 11. 11.. : , FIN. FLOOR. O'-0„ 25 1 26 2- / \ Lf-L_j Ir O (� 2 2 c� o a. MIN. 3 FT. BELOW GRADE ___7 --- --- — -- 8" 0 CONCRETE FILLED STEEL BOLLARDS AT ALL OVERHEAD DOORS (TYP) SOUTH ELEVATION SCALE: 1/8"=1'--0" I. � �__ __� ___ _____ - �� ::-:Z�---'�__'�: -� 7 ""` a "' -,` '0- - ----- - -- : . ; � , j , � � ; � , R __.. \ . ' 9 31 7 O 3 4 J3 O O -- O �.J---__ — -- - — 3 -U vi c 0 w EAST ELEVATION WEST ELEVATION I SCALE: 1/8"=1'-0" :>CALE: 1/8"=1'-0" 3 i m w in C 0 Q 0) 0 L_ 0 0 w o C , ; . > is it I I ' jj : —P;— —'a— -- -- r.— " �,/ te — h : _ � - - •U : - I : L? - : ! I ' ; 12 1 1 5 rn LG ISSUED FOR PERMITTING G MC J R GD C 0 C 10- - 22 15 >, MCJ : ; ; RELEASED FOR BID w DOWNSPOUT TYP C MIN. , Q ( ) RGD P D T - . IPE 0 S EALED SUES DAT SURFACE . . E BY ; o DESCRIPTION LEACHING SYSTEM e ,. APPROV BY v REVISIONS SIGN S 0 T OUTNC�LD - , . . SF 0 SUFFOLK rC COON TY NEW YORK cv 5 o L�dlg . w 6 4 HIGHWAY (� ._ _ , ____7=�: 7 J � : : . . HVUAY AINTENAN�E SARA E ; _ - - AND SITE IMPROVEMENTS _ 3 __' _— ' yam'–�) - y ilu - - E ME (0 -o HOUSE TRAP PIT ',,, I % a� � ELEVATIONS 0 :3NORTH ELEVATION �- t.: S� .. a� 1 SCALE: 1 „_ „ � , ��j T' m Q 9 � ® /g _1 —D , 't0" �r-�'y�' = '1!1 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 � ' / i ri© '�"_>ee"` -- J> .\�,ti�`rr1,�'/ Designed By: MCJ Scale: �S NOTED Sheet No. o I 90i fr ;"()�' I') s f' Drawn By: PWD, MCJ Date: OCT. 2015 n - . Approved By: RCD File No. 13108.000 PREFABRICATRED WOOD TRUSSES AND ROOF FRAMING BY BUILDING MANUFACTURER t— 312 - 12 STANDING SEAM ®� METAL ROOF SYSTEM CONTINUOUS GUTTERS TOP OF POST /WALL HEIGHT - "—` " �=�� � AND LEADERS ELEVATION ±21'-0" 12 1 12 - — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ �� i III POST AND HEADER SIZE AND I) SPACING BY BUILDING INSULATED, VAULTED INTERIOR FRAMING, SE:E I - ► MANUFACTURER CEILING COVERED WITH STRUCTURAL PLANS 1 ON 12 CEILING PITCH NOT PAINTED ACOUSTICAL III REQUIRED OVER STORAGE SPACE STEEL LINER PANEL P� AND WELDING AREA SYSTEM IN SHOP AREAS I EQUIPMENT PLATFORM �I I TYPICAL INSULATED EXTERIOR WALL SEE SHEET Al 1 SHOP I I, I ill PARTS ROOM SII 'l I CONCRETE FOUNDATION, SEE FOUNDATION PLAN I I, TOP OF SLAB ELEVATION 0"--0" — SECTION A—A 1/4' 1'-0" PREFABRICATRED WOOD TRUSSES AND ROOF FRAMING BY BUILDING MANUFACTURER 12 12 �s (n _ CONTINUOUS GUTTERS AND LEADERS TOP OF POST /WALL HEIGHT ELEVATION ±21'--09 _ 41 d i POST AND HEADER SIZE AND v ill i SPACING BY BUILDING I MANUFACTURER NO CEILING, OPEN TO ABOVE IN TIRE AND STORAGE ROOM _- I .n 1i 5 0 11 I iI UNINSULATED EXTERIOR WALL IN INTERIOR POST FRAME PARTITION TIME AND STORAGE AREAS ONLY WALL WITH HI.--RIES STEEL COVER WITH HI—RIB STEEL PANELS PANELS (TYPICAL) ;v I 12-1-15 LG ISSUED FOR PERMITTING MCJ/RGD SII 10-22-15 MCJ RELEASED FOR BID RGD \ — STORAGE TIRES DATE BY DESCRIPTION APPROV. BY �I �� REVISIONS M II ` II ` TOWN OF SCUTHOLD � CONCRETE FOUNDATION, jll SEE FOUNDATION PLAN �� SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS v TOP OF SLAB C ELEVATION 0'--0" 1 'r, BUILDINGSECTIONS E � �g �r tv to ogiIr ASSOCIATES, ' ,; CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEIN YORK 1119 o o SECTION B-8 � '� :} .9 ��' '�, c r-; f Sheet No. c� 1/4" 1'—O" �� y�0�:�,`, Designed 8y: M(✓J Scale: AS NOTED ��.,.s= ) cv Drown 8y: PWD, MCJ Date: OCT. 2015 00A4Q a °� Approved By: RGD File No. 13108.000 4'-6"MIN w w w J J Q w c- o � o w 3'-6., Q_ z Ln w a G 1'-0" MIN _j 0_ ¢ C Q MAX 39"-41 o o INSULATE WATER 3�-0" 6 MAX - & DRAIN LINES & BOTTOM OF MIN ❑ PROVIDE LAV. THIIEL6D REFLECTIVE SURFACE 1V-0, � x � x 0 — I 8„ 6" may= 2,-1�f, „ f MIN 1, 5.. - 1 6 9" MAX 14„ -116 12'-0" 16 3 4 s I -MNfi MIN fi 2'-0" 20'-0" FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW MIN FRONT VIEW SIDE VIEW TOILET ACCESSORIES LAVATORY WATER CLOSET URINAL TYPICAL ADA TOILET ROOM MOUNTING HEIGHTS I I I I BREAK ROOM - �� I _ I I I � I 5'-0» I I I CABINETS AND COUNTER I (SEE DETAIL THIS SHEET) I 40" A.F.F. MAX. TO % 1 / 40" A.F.F. MAX. TO INSULATED POST REFLECTIVE SURFACEREFLECTIVE SURFACE !f 3f-4)1 7)-38f) i FRAME WALL C4 JDTV ---I TA-6 NOT SHOWN REF BY OWNER TA-6 NOT SHOWN 109 1'-3fl 1 '-6" � 1 '-6" � 5'-1" 3'-3" 1 '-3" 18 O WOMEN'S TOILET RM. NORTH ELEVATION MEN'S TOILET RM. SOUTH ELEVATION ACCESSIBLE SHOWER UNIT SCALE: 3/8' = 1'--0' SCALE: 3/8" = 1'-0' 6'-54„ 3' ) 5,-O " TA-5 8174 3� I (16) - LOCKERS o TILE ACOUSTIC 6 ° AFF CEILING LLN' ! 3i fl f 1) ) 11 BENCH Ilk 3 -0 l 3)-0 _ 3 -0 10 o TOI5LP TIORI0 0 ---� �� -14- { - -- SHELF SUPPORTS, SPACING 1" (TYP) v i-----i i-----i �\�I TA-1 w TTA-3 i i SCR TA-2 I !• I I I SLOP SINK - %- �FA-4 i i n COMPOSITE PANEL SHELF WITH PLASTIC LAM. FINISH TYP i TA-1 I ( ) PAPER TOWEL DISPENSER BY OWNER COMPOSITE PANEL DOOR WITH PLASTIC LAMINATE FINISH EYE WASH (n TA-1 o DRINKING FOUNTAIN TA-3 o TA-1 WIRE PULL (TYF') qj TA-4 i _ TA-2 (2) � COMPOSITE PANEL FRAME L_ J LOCKER / `� -------- o GYPSUM BOARD, SPACKLE, PREP, PRIME AND PAINT F.F. 3'-0" 3'-O" PLASTIC LAM./ OVER PLY BLACKSPLASH _L L �� 3'-0" 3'-0"L 5; I I ,° 2'-1 PLASTIC LAMINATE COUNTER PLYWOOD SUBSTRATE W/ SOLID WD BULLNOSE BREAK ROOM CABINET ELEVATION 3/4" X 2Y" HARDWOOD WEB FRAME SCALE: 1/2" = 1'-0" a t _ %4" COMPOSITE PANEL DRAWER WITH PLASTIC LAMINATE FINISH UTILITY ROOM HARDBOARD TILL STRIP HARDWOOD DRAW BACK 12-1 -15 LG ISSUED FOR PERMITTING MCJ/RGD ri 11' 18' HARDBOARD DRAWER BO170M 10-22-15 MCJ RELEASED FOR BID RGD Y4 v %4" THICK DRAWER SUPPORT DATE BY DESCRIPTION APPROV. BY a ENLARGED FLOOR PLAN a SOLE. 1j4" _ 1'-0" %" COMPOSITE PANEL SHELF WITH PLASTIC LAMINATE FINISH RE S O S TOWN OF SOUTHOLD SHELF SUPPORTS, SPACING 1" (TYP) SUFFOLK COUNTY, NEW YORK NOTE: TOILET ACCESSORIES: 3/4" COMPOSITE PANEL DOOR WITH PLASTIC LAMINATE FINISH HIGHWAY MAINTENANCE GARAGE 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS TA-1 GRAB BARS a OTHERWISE NOTED. (COORDINATE WITH TA-2 TOILET PAPER DISPENSER AND S ITE I M ROVE I� NTJ PRE-ENGINEERED FRAMING AND FINISHES - a } TA-3 SOAP DISPENSER TOE KICK BASE �:. 2. THE CONTRACTOR SHALL PROVIDE ALL BLOCKING TA-4 MIRROR `� /, (� ,�kNn AS REQUIRED. TA-5 SHOWER CURTAIN ROD (EXTRA HEAVY DUTY) `o`' r; Cl - ENLARGED PLAN A N t,.,! DETAILS E WITH SHOWER CURTAIN (HEAVY DUTY) r0" a TA-6 UNDER LAVATORY GUARD s BREAK ROOM CABINET DETAIL o SCALE' 1' — 1'—®' ,' r' ,sj CONSULTING ENGINEERS 437 SOUTH COUN'CRY RD., BROOKHAVEN, NEW YORK 11719 yrs. �i" .. �c Designed By: MCJ Scale: AS NOTED Sheet No. � ' S1Ot v. PWD Drawn B , MCJ Date: OCT. 2015 Approved By: RGD File No. 13108.000 0 6, DOOR SCHEDULE DOOR# DOOR DESCRIPTION DOOR DOOR FRAME FRAME HARDWARE ELEV. SIZE MATERIAL TYPE DETAIL GROUP 1 EXTERIOR 1 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 1 7 2 EXTERIOR 1 3'-0" x 7'-0" x 1-3/4" INS. STEEL HM 1 7 3 EXTERIOR 1 3'-0" x 7'-0" x 1-3/4" INS. STEEL HM 1 7 4 EXTERIOR 1 3'-0" x 7'-0" x 1-3/4" INS. STEEL HM 1 7 SEE ,DOOR SCHE ULE SEE DOOR SCHE ULE SEE DOOR SCHEDULE SEE DOOR SCHE ULE ----- -- 5 EXTERIOR 1 3'-0" x 7'-0" x 1-3/4" INS. STEEL HM 1 7 6 EXTERIOR 1 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 1 7 i 7 EXTERIOR 1 3'-0" x 7'-0" x 1-3/4" INS. STEEL HM 1 7 8 EXTERIOR 1 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 1 7 n I w n n C) u U � I 9 OFFICE 1 1 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 3 1 V) cn Cf) Zn °n fy O:f cr� 8„ 1,-6„ $„ 10 OFFICE 1 CLOSET 2 3'-0" x 7'-0" x 1-3/4" INS. STEEL HM 3 2 C0� a O O ' ® r) ® a : 11 OFFICE 2 1 3'-0" x 7'-0" x 1-3/4" INS. STEEL HM 3 1 WI W W W O I" Di Lu � � 12 OFFICE 2 CLOSET 2 3'-0" x 7'-0" x 1-3/4" INS. STEEL HM 3 2 _I LOUVER 13 HALL 1 3'-0" x 7'-0" x 1-3/4" INS. STEEL HM 4 1B DOOR ELEV. #1 DOOR ELEV. #2 DOOR ELEV. #3 DOOR ELEV, #4 DOOR ELEV. #5 DOOR ELEV. #6 14 UTILITY 2 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 3 2 15 WOMEN'S ROOM 4 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 3 4D TYPICAL DOOR ELEVATIONS 16 MEN'S ROOM 4 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 3 4D NOT TO SCALE 17 SHOWER 4 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 3 4 18 LOCKER ROOM 4 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 2 4D 19 BREAK ROOM 1 3'-0" x 7'-0" x 1-3/4" INS. STEEL HM 2 1 20 PARTS STORAGE 3 (2)3'-0" x 7'-0" x 1-3/4" INS. STEEL HM 2 3 21 COMPRESSOR ROOM 4 (2) 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 2 2 22 FLUID STORAGE 6 8'-0" x 9'-0" x 1-3/4" STEEL COIL HM 4 2 23 WELDING COIL 6 8'-0" x 9'-0" x 1-3/4" STEEL COIL HM 4 -- 24 WELDING 2 3'-0" x 7'-0" x 1-3/4" INS. STEEL HM 3 18 25 WELDING EXTERIOR OH 5 16'-0" x 14'-0"x 3" INS. STEEL HM 1 5 26 SHOP EXTERIOR OH 5 16'-0" x 14'-0" x 3" INS. STEEL HM 1 5 27 SHOP EXTERIOR OH 5 16'-0" x 14'-0" x 3" INS. STEEL HM 1 5 28 SHOP EXTERIOR OH 5 16'-0" x 14'-0" x 3" INS. STEEL HM 1 5 POST FRAME 29 STORAGE EXTERIOR OH 5 12'-0" x 14'-0" x 1-3/4" INS. STEEL HM 1 5 30 STORAGE INTERIOR 2 3'-0" x 7'-0" x 1-3/4" INS.STEEL HM 4 113 POST FRAME 31 STORAGE EXTERIOR OH 5 12'-0" x 14'-0" x 1-3/4" INS. STEEL HM 1 5 32 STORAGE EXTERIOR OH 5 12'-0" x 14'-0" x 1-3/4" INS.STEEL HM 1 5 HEADER ! HEADER 33 STORAGE EXTERIOR OH 5 12'-0" x 14'-0" x 1-3/4" INS.STEEL HM 1 5 AS PER AS PER34 SHOP EXTERIOR OH 5 16'-0" x 14'-0" x 3" INS.STEEL HM 1 5 PRE-ENGINEERED PRE-ENGINEERED BUILDING BUILD,NG 3 MANUFACTURER - HEADER MANUFACTURER DOOR SCHEDULE NOTES: SEE STRUCTURAL PLANS 1. ALL DOOR FRAMES SHOWN NEAR INSIDE CORNERS OF WALLS SHALL BE LOCATED A DISTANCE OF 4" o FROM THE THROAT RETURN TO THE CLOSEST ADJACENT PERPENDICULAR PARTITION, UNLESS NOTED OTHERWISE. ^ - 2x BLOCKING AS ( 2x BLOCKING AS 2. ALL WALL STOPS LOCATED IN THE GYPSUM WALLS SHALL HAVE BLOCKING INSIDE THE WALL. REQUIRED REQUIRED 3. ALL INTERIOR DOORS HAVE NO THRESHOLDS. C r- �„ <v CONTINUOUS HEADLN N �°o METAL STIFFENER 11 16„ 3$„ 11 6>, 11 16„ 17/„ 11 16„ FLASHING 11%6" 111 16" I 115�6�° 1�„ 11 16° - � HEAD HEAD H H EAD EAD w C d 2 s (� 2 = 2 w C 2" LL-;_ LLL=r L VV \ if I/ � \ ij \`ti \''•, %�I \ ��cry I 1 �- �� `'f �' \ - 12-1 -15 LG ISSUED FOR PERMITTING MCJ/RGU 2„ -- - - 2» 10-22-15 MCJ RELEASED FOR BID RGD L � .......__. LWOOD STUD ANCHOR 2 _ � `- - ` " WOOD STUD ANCHOR DATE BY DESCRIPTION APPROV. BY CL 4 PER JAMB 4 PER JAMB N WOOD STUD ANCHOR WOOD STUD ANCHOR 4 PER JAMB 4 PER JAMB REVISIONS ALUMINUM ALUMINUM TOWN O F S O U T H O L D TRIM AND TRIM AND w JAM B CLOSURE JAM B JAM B JAM B CLOSURE SUFFOLK COUNTY, NEW YORK n HIGHWAY MAINTENANCE GARAGE rf� FRAME DETAIL 2 FRAME DETAIL 3 FRAME DETAIL 4 FRAME DETAIL AND SITE IMPROVEMENTS U C7 A6 Al- EXTERIOR WALL A6 AT INTERIOR WALL (2x6) /�� AT INTERIOR WALL (2x4) A6 AT FULL HEIGHT POLE WALL 11;1(1�a � DOOR SCHEDULE AND DETAILS E 7�; DA b A F <}y L. K. McLEAN ASSOCIATES, P.C. D C�0 R FRAME DETAIL � CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 I , rya`, ;ar in SCALE: 3"—1 '-0" 4 J�� Sheet No. `r' ;1l �� Designed 8y. MCJ Scale: AS NOTED o5 ` t '`� Drawn By: PWD, MCJ Date: OCT. 2015 A a✓ Approved By: PGD File No. 13108.000 aj 0 � MECHANICAL LEGENDAN ICAL ABBREVIATIONS SECTION DESIGNATION A AMPERES FPS FEET PER SECOND SST STAINLESS STEEL AC AIR CONDITIONING UNIT FR FLOOR REGISTER T THROAT VIBRATION ISOLATOR IN HANGER NOTES: SHEET NO. WHERE SECTION IS SHOWN ACC AIR COOLED CONDENSER FSD FIRE/SMOKE DAMPER TEMP TEMPERATURE 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. -I-•- SUPPLY REGISTER, 2. (E)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO REMAIN. �{ OR ACLU AIR COOLED CONDENSING UNIT FT FLAT ON TOP, FEET TG TRANSFER GRILLE 3. (R)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO BE RELOCATED. SUPPLY GRILLE UNIT HEATER OR AHU AIR HANDLING UNIT FV FACE VELOCITY TO TRANSFER OPENING 4. (D)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO BE DEMOLISHED. RETURN REGISTER, OR PROP TYPE WALL FAN GL GLYCOL PIPING AD ACCESS DOUR GALV GALVANIZED TOD TOP OF DUCT DEMOLITION TO INCLUDE ALL DUCTWORK, PIPING, CONTROLS, SUPPORTS, HANGERS, BASES, ETC. BACK TO SOURCE. _ RETURN GRILLE AFF ABOVE FINISHED FLOOR GC GENERAL CONTRACTOR TR TOP REGISTER GAS-FIRED INFARED HEATERRL REFRIGERANT LIQUID LINE ARF ABOVE RAISED FLOOR H&R HOSE & REEL l F TRANSFER FAN ® LOUVER & SCREEN BG BOTTOM GRILLE HGT HEIGHT N TURNING VANES DUCTWORK - NEW RS REFRIGERANT SUCTION LINE BHP BRAKE HORSEPOWER NTS NOT TO SCALE TYP TYPICAL LINEAR DIFFUSER ® ACCESS DOORS, VERT OR BOD BOTTOM OF DUCT OA OUTSIDE AIR UH UNIT HEATER HORIZONTAL BR BOTTOM REGISTER HP HORSEPOWER UON UNLESS OTHERWISE NOTED -11 RHG REFRIGERANT HOT GAS BTU BRITISH THERMAL UNIT FIR HOUR V VOLTS 10x6 SR " BTUH BTU PER HOUR HZ FREQUENCY VENT VENTILATION AIR 10 BY 6 SUPPLY REGISTER, FT TRANSITION (FLAT TOP) _ _ _ _ _ _ _ DUCTWORK - EXISTING TO REMAIN (150) d 150 CFM SUPPLY AIR 20x10 15x8 (FB = FLAT BOTTOM) C CONDENSER WATER SUPPLY CC COOLING COIL IN INCH OR INCHES W WIDTH - - - - - - - � CD CEILING DIFFUSER KW KILOWATT W/ WITH CF CUBIC FEET KWH KILOWATT-HOUR WO/ WITHOUT 10x6 TG 10" BY 6" TOP REGISTER STANDARD BRANCH SUPPLY CR CONDENSER WATER RETURN �- (TRANSFER GRILLE) S R CFM/(XXX) CUBIC FEET PER MINUTE LAT LEAVING AIR TEMPERATURE WAC WINDOW/ A/C UNIT z �1�%%�� (-150) 150 CFM RETURN AIR OR RETURN NO SPLITTER CG CEILING GRILLE LBS POUNDS WB WET BULB DUCTWORK - EXISTING TO BE REMOVED CH CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN LDB LEAVING DRY BULB TEMP WC WATER COLUMN ��17011�j17WI4 CHWS CHILLED WATER SUPPLY LF LINEAR FEET WG WATER GAUGE TO ❑T THERMOSTAT: (ELECTRONIC, PNEUMATIC) CHR CHILLED WATER RETURN CLG CEILING LPC LOAN PRESS CONDENSATE NNIS WIRE MESH SCREEN _ _ _ _ _ _ _ VANED ELBOW COND CONDENSATE LPS LOW PRESS STEAM DUCTWORK - NEW WITH ACOUSTIC LINING DUCT SMOKE DETECTOR X X X XEXISTING PIPING TO BE REMOVED CR CEILING REGISTER LWB LEAVING WET BULB TEMP @DS DS = SUPPLY DUCT CU COPPER LWT LEAVING WATER TEMP � _ _ _ _ _ _ _ � DR = RETURN DUCT VANED ELBOW CWR CONDENSER WATER RETURN MAX MAXIMUM00 REFRIGERANT SIGHT GLASS CWS CONDENSER WATER SUPPLY MBH THOUSAND BTU PER HOUR FS DUCT UNDER POSITIVE PRESSURE FREEZESTAT D DROP, DRAIN MC MECHANICAL CONTRACTOR >< (SUPPLY AIR OR FAN DISCHARGE) CD TYPE 1 CEILING DIFFUSER (SEE AIR DB DRY BULB MD MOTORIZED DAMPER VANED OR RADIUS ELBOW FS DEVICE SCHEDULE)FLOW SWITCH (400} DIA DIAMETER MHP MOTOR HORSEPOWER 400 CFM SUPPLY AIR DMPR DAMPER MIN MINIMUM DUCT UNDER NEGATIVE PRESSURE (RETURN, EXHAUST OR OUTSIDE AIR) SMOOTH RADIUS ELBOW RG DN DOWN MTR MOTOR [ DIAMETER .,1� TYPE 1 RETURN REGISTER/RETURN GRILLE DWG DRAWING NC NORMALLY CLOSED (-300) (SEE AIR DEVICE SCHEDULE) 300 CFM RETURN AIR, DX DIRECT EXPANSION NIC NOT IN CONTRACT VOLUME DAMPER _ LOUVER IN DOOR - MIN. 1 .0 SF FREE AREA EA EXHAUST AIR FD RAD STEAM RADIATOR NO NORMALLY OPEN, NUMBER VD 1.0 F.A. RECTANGULAR DIFFUSER (3-WAY, 2-WAY) EAT ENTERING AIR TEMPERATURE OAI OUTSIDE AIR INTAKE (FSD) EC ELECTRICAL CONTRACTOR OAF OUTSIDE AIR FAN FIRE DAMPER (W/ACCESS DOOR) -Y�-` UNDERCUT DOOR EDB ENTERING DRY BULB TEMP OBVD OPPOSED BLADE VOL. DAMPER FSD = COMBINATION FIRE/SMOKE DAMPER , , , FLEXIBLE DUCT EDH ELECTRIC DUCT HEATER OD OUTSIDE DIAMETER VERT. POS. POINT OF CONNECTION i� RISE IN DUCTWORK (IN DIRECTION OF AIR FLOW) EDR ELECTRIC DIRECT RADIATION OV OUTLET VELOCITY 40 HOR. POS. EF EXHAUST FAN PD PRESSURE DROP �_--_-_- POINT OF DISCONNECTION D DROP IN DUCTWORK (IN DIRECTION OF AIR FLOW) ELEV ELEVATION PF PREFILTER n AUTOMATIC DAMPER (ELECTRIC) DUCT FLEXIBLE CONNECTION EL ELECTRIC R RISE EOD END OF DUCT RA RETURN AIR SD AUTOMATIC SMOKE DAMPER CENTER LINE EQ EQUAL RD ROUND EUH ELECTRIC UNIT HEATER REFR REFRIGERANT x EWB ENTERING WET BULB RESP REMOTE ENVIRON. SENSOR PNL. I x r VERTICAL DUCT DROP EWT ENTERING WATER TEMP RF RETURN FAN VERTICAL DUCT RISE L L EXH EXHAUST RG RETURN GRILLE EWH ELECTRIC WATER HEATER RR RETURN REGISTER F FILTER RM ROOM NOTES: CONFINED/UNCONFINED AC I ITT -F DEGREES FAHRENHEIT RPM REVOLUTIONS PER MINUTE F&T FLOAT AND THERMOSTATIC SA SUPPLY AIR 1. ALL WORK SHALL BE DONE IN COMPLIANCE WITH ALL APPLICABLE ASHRAE STANDARDS, NFPA STANDARDS, SMACNA STANDARDS, NEW YORK STATE MECHANICAL, IN ACCORDANCE WITH SECTION 202 OF THE NYS MECHANICAL CODE. FA FREE AREA (SQ.FI.) SAN SANITARY FIRE, & ENERGY CONSERVATION CONSTRUCTION CODES. CONFINED SPACE: SPACE HAVING A VOLUME LESS THAN 50 FTI PER 1,000 BTU/HR FB FLAT ON BOTTOM SD SUPPLY DIFFUSER 2. PLENUMS INPUT RATING ON APPLIANCES) INSTALLED IN THAT SPACE. FC FLEXIBLE CONNECTION SF SUPPLY FAN 2.1. ALL MATERIALS EXPOSED TO THE AIRFLOW SHALL BE INCOMBUSTIBLE OR LIMITED COMBUSTIBLE AND HAVE A MAXIMUM SMOKE DEVELOPED INDEX OF 50. 2.1.1. EXCEPTION NO. 1: THE FOLLOWING MATERIALS SHALL BE PERMITTED IN THE CEILING CAVITY PLENUM WHERE LISTED AS HAVING A MAXIMUM PEAK ALL GAS-FIRED APPLIANCES ARE DIRECT-VENT APPLIANCES WHEREBY ALL COMBUSTION FD FIRE DAMPER, FLOOR DRAIN SG SUPPLY GRILLE OPTICAL DENSITY OF 0.5 OR LESS, AN AVERAGE OPTICAL DENSITY OF 0.15 OR LESS, AND A MAXIMUM FLAME SPREAD DISTANCE OF 5FT (1.5 m) OR AIR IS DERIVED DIRECTLY FROM THE OUTSIDE ATMOSPHERE IN ACCORDANCE WITH MC FF FINAL FILTER SOD SIDE OF DUCT 304.8 ENGINEERED INSTALLATIONS. FURTHERMORE ALL FLUE GASES ARE DISCHARGED LESS WHEN TESTED IN ACCORDANCE WITH THE SPECIFIED TEST METHOD. DIRECTLY TO THE OUTSIDE ATMOSPHERE. FIN FL FINISHED FLOOR 5P STATIC PRESSURE 2.1 .1.1. ELECTRICAL WIRES AND CABLES - UL 910. 2.1 .1 .2. PNEUMATIC TUBING FOR CONTROL SYSTEMS - UL 1820. THEREFORE, CONFINED SPACE DEFINITION DOES NOT APPLY. FLA FULL LOAD AMPERES SPEC SPECIFICATION 2.1 .1.3. OPTICAL-FIBER CABLES, UL 910. FPM FEET PER MINUTE SR SUPPLY REGISTER 2.1.1.4. FIRE SPRINKLER PIPING - UL 1887. 2.1.1.5. OPTICAL-FIBER RACEWAY - UL 910. Y (CO) �" 2.1 .2. EXCEPTION NO. 2: SMOKE DETECTORS CARBON "MONOXIDE OTEC i I ° 2.1.3. EXCEPTION N0. 3: LOUDSPEAKERS. LOUDSPEAKER ASSEMBLIES AND THE ACCESSORIES SHALL BE PERMITTED IN THE CEILING CAVITY PLENUM WHERE ' Jacobsen � Norah Enc�ineerinc�, LISTED AS HAVING A MAXIMUM PEAK OPTICAL DENSITY OF 0.5 OR LESS, AN AVERAGE OPTICAL DENSITY OF 0.15 OR LESS, AND A PEAK HEAT RELEASE t I A lIIO.�"�1Pi OF , U YORK UNDER nI /� �� ��� �, �EIO�I, 19� �� ��� � UNDER SIE 990 Cvcrth 2nd fit. Suite 2 RATE OF 100KW OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E 84. SPECIFICATION: DIRECTION Off' A LICENSED PROFEi&ONAL ENGINEER, ' 2.2. THE INTEGRITY OF THE FIRE STOPPING FOR PENETRATIONS SHALL BE MAINTAINED. TO A1u�� aid ITEM ON THIS DRAWING IN ANY WAY, Ronkonkoma, IV/ 11779 2.3. LIGHT DIFFUSERS, OTHER THAN THOSE MADE OF METAL OR GLASS, USED IN AIR-HANDLING LIGHT FIXTURES SHALL BE LISTED AND MARKED "FIXTURE LIGHT IF AN ITEM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 DIFFUSERS FOR AIR-HANDLING FIXTURES." SHALL_ AFFIX TO THE M HIS/HER SEAL AND THE ww+N.jhepc.corn 2.4. THE TEMPERATURE OF AIR DELIVERED TO THESE PLENUMS SHALL NOT EXCEED 250°F (121°C) MAINTENANCE SHOP/WELDING AREA NOTATION -ALTERED BY- FOLLOWED Imo' HIS/HER 2.5. MATERIALS USED IN THE CONSTRUCTION OF A CEILING PLENUM SHALL BE SUITABLE FOR THE CONTINUOUS EXPOSURE TO THE TEMPERATURE AND HUMIDITY SIGNATURE AND A ASP AND THE DATE 01" SUCH ®N SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 CONDITIONS OF THE ENVIRONMENTAL AIR IN THE PLENUM. 1. MAINTENANCE SHOP/WELDING AREA 2.6. WHEN THE PLENUM IS A PART OF A FLOOR-CEILING OR ROOF-CEILING ASSEMBLY THAT HAS BEEN TESTED OR INVESTIGATED AND ASSIGNED A FIRE 1.1 FURNISH AND INSTALL A DUAL CHANNEL, SELF-CONTAINED GAS DETECTION SYSTEM, CRITICAL ENVIRONMENT RESISTANCE RATING OF 1 HOUR OR MORE, THE ASSEMBLY SHALL MEET THE REQUIREMENTS OF: TECHNOLOGIES - MODEL# SCC-E-TCO-NO2B-S, IN THE MAINTENANCE SHOP (QTY:2)/WELDING AREA (QTY:1) 2.6.1 . WHERE AIR DUCTS AND OPENINGS FOR AIR DUCTS ARE USED IN A FLOOR/ROOF-CEILING ASSEMBLY REQUIRED TO HAVE A FIRE RESISTANCE RATING, FOR THE MONITORING OF CARBON MONOXIDE AND NITROGEN DIOXIDE HOUSED IN A RUGGED, WALL MOUNTED, 12-1-15 DS/JIB ISSUE FOR PEI7PAIrnNG KH/Pi ALL THE MATERIALS AND THE CONSTRUCTION OF THE ASSEMBLY, INCLUDING THE AIR DUCT MATERIALS AND THE SIZE AND PROTECTION OF THE WATER/DUST TIGHT ABS/PVC ENCLOSURE WITH HINGED, SECURED DOOR. SYSTEM POWER SHALL BE 24 VACBY OPENINGS , SHALL CONFORM WITH THE DESIGN OF THE FIRE-RESISTIVE ASSEMBLY, AS TESTED IN ACCORDANCE WITH MCNYS 607. NOMINAL OR LINE VOLTAGE 90-240 VAC NOMINAL IN THE SAME ENCLOSURE. THE SYSTEM SHALL HAVE A LONG DATE DESCRIPTION A� IO�l, F 6 3. DUCTWORK NAIRANDA 0.5, PPM INTEGRAL RESOLUT ON ELECTROCHEMICAL WITHSENSORS, MEASUREMENT ORANGE OF MEASUREMENT PPMRANGE N 2 OF 0-200 AIR ANDPPM O 02C0 REVISIONS 3.1. DUCTWORK TO 3E SIZED AS PER SECTION 603.2 OF THE NEW YORK STATE MECHANICAL COD=. PPM RESOLUTION. AREA OF COVERAGE IS UP TO 5,000 TO 7,000 SQUARE FEET PER SENSOR. THE CONTROLLER TOWN OF SOUTHOLD 3.2. DUCTWORK SHALL BE GALVANIZED STEEL PRESSURE CLASS 2" W.G. AS PER SECTIONS 603.3 AND 603.4 OF THE NEW YORK STATE MECHANICAL CODE SHALL PROVIDE A CIRCUIT TEST INTERNAL JUMPER TO ALLOW THE USER TO CONFIRM SYSTEM OPERATION AND 3.3. FLEXIBLE DUCTWORK MAY BE USED ABOVE ACOUSTICAL TILE SUSPENDED CEILINGS. FLEXIBLE DUCT SHALL BE UL181 RATED, COMPLIANT WITH NEW YORKAFF. SUFFOLK COUNTY, NEW YORK STATE MECHANICAL CODE SECTION 603.6.1 AND NOT BE LIMITED IN LENGTH. EXHASUT FAN CONTROL FROM THE PANEL. MOUNT PANEL AT 5'-0" 3.4. PROVIDE VOLUME DAMPERS AT THE FOLLOWING LOCATIONS: 1.2 UPON DETECTION OF CO ABOVE 25 PPM OR 0.7 PPM NO2 BY THE INTEGRAL SENSOR, THE SYSTEM SHALL HIGH MAINTENANCE AGE 3.4.1. ALL DUCT SPLITS AND BRANCH CONNECTIONS OF SUPPLY, RETURN AND EXHAUST SYSTEMS ILLUMINATE THE LOW ALARM LED (AMBER) AND THE LOW GAS ALARM RELAY SHALL DE-ENERGIZE ACTIVATING THE EXHAUST FAN. UPON DETECTION OF CO ABOVE THE HIGH ALARM OF 100 PPM OR 1.5 PPM NO2 BY THE AND SITE IMPROVEMENTS _ 3.4.2. ALL DUCT SPLITS ABOVE 36 DEPTH INTEGRAL SENSOR, OR UPON ANY FAULT CONDITION WITHIN THE CO DETECTION SYSTEM, THE INTEGRAL AUDIBLE 3.4.3. DUCTS CONNECTING TO COMMON PLENUM ALARM AT THE PANEL SHALL ACTIVATE TO ALERT FACILITY PERSONNEL ALONG WITH ILLUMINATING HIGH ALARM LEGEND, ABBREVIATIONS 3.4.4. FIVE FEET UPSTREAM WITHIN DUCTS SERVING SINGLE OUTLET LED (RED) AND THE HIGH GAS ALARM RELAY SHALL DE-ENERGIZE ACTIVATING THE EXHAUST FAN. NEIry y 3.4.5. AT OPEN RETURN DUCT IN HUNG CEILING ,��G ��M J. y0 O AND NOTES 3.4.6. AS NOTED ON DESIGN DRAWINGS 2. PROVIDE A CALIBRATION KIT CONTAINING A 103L CYLINDER OF CARBON MONOXIDE TEST GAS AND A 0.5 L PM FLOW 'Q 4. INSULATION REGULATOR. TEST KIT SHALL BE A CRITICAL TECHNOLOGIES MODEL CG3-CO-100. Oxy L. a WIcLEAiN ASSOCIATES,, 9 P.C. 4.1. DUCTWORK INSULATION AS PER SECTION 604 OF THE NEW YORK STATE MECHANICAL CODE & 803.2.8 OF THE NEW YORK STATE ENERGY CONSERVATION3. DESIGN IS BASED UPON EQUIPMENT MANUFACTURED BY CRITICAL ENVIRONMENTAL TECHNOLOGIES AND REPRESENTED w SULTIM0 KINUN Ers A.T`1 �� � `, - ' ' N 11719 Uj CONSTRUCTION CODE. 4.2. ALL SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE INSULATED WITH A MINIMUM OF R-5 INSULATION WHEN LOCATED IN UNCONDITIONED SPACES BY CATAN EQUIPMENT SALES AT TELEPHONE NUMBER (631) 821-8008. N�• TION WHEN LOCATED OUTSIDE THE BUILDING. �� � D�I�ra�.1 � • �� � ��c�1�° �� ����® AND WITH A MINIMUM OF R-8 INSULA ��F 07353 4a .3 5. PROTECTION OF STRUCTURE �ppUFESS�gc��� DrawnW. DS/JB �t®: OCT. 20 15 5.1. PROTECT STRUCTURE AS PER SECTION 302 OF THE NEW YORK STATE MECHANICAL CODE. Approved e,: KH/PJ File N®° 131108.000 CONSTRUCTION KEY NOTES X U 1 4p 8 16' MW 1. SPLIT-DUCTED CONCEALED FAN COIL UNIT (ABOVE CEILING). ASSOCIATED AIR-COOLED HEAT PUMP LOCATED 13. 50' LENGTH, Y2" HOSE, COMPRESSED AIR SPRING RETURN HOSE REEL. MOUNT 18'-0" A.F.F. SUSPEND FROM 24. GRAVITY INTAKE VENTILATOR, IV-3, ON ROOF ABOVE. PROVIDE INSULATED 10x10 DUCT SECTION (96" LONG 1/8 AT GRADE. PROVIDE AIR FILTER BOX, FB-1 IN-LINE WITH OUTSIDE AIR DUCT. FURNISH AND INSTALL LOUVER IN BAR JOISTS (TYP). MIN.) THROUGH ROOF OPENING TO INTERIOR CEILING. PROVIDE Y2"A'2" WIRE MESH SCREEN. INSTALL- 120V WALL. BLANK OFF WITH INSULATED DOUBLE WALL PLATE ON UNUSED PORTION OF LOUVER. INSULATE OUTSIDE AIR 14. OUTLINE OF GAS-FIRED UNIT HEATER, UH-1. VIEW MEZZANINE PLAN FOR ADDITIONAL NOTES. MOTORIZED OPPOSED BLADE DAMPER IN VERTICAL DUCT SECTION UNDER CEILING. INTERLOCK DAMPER WITH EF-3 DUCT. PROVIDE DRIP PAN, EXTENDED 2" ALL AROUND A/C UNIT (TYP). TO OPEN WHEN FAN RUNS. 15. WASTE OIL HEATERS, WOH-1 & WOH-2. MOUNT 16'-0" A.F.F. FROM BAR JOISTS (TYP). EACH WILL HAVE 2. AIR-COOLED HEAT PUMP UNIT SECURED TO EQUIPMENT PAD AT GRADE. INSTALL NEOPRENE WAFFLE RESPECTIVE METERING PUMP FROM WASTE OIL TANK TO FURNACE. AIR COMPRESSOR CONNECTION REQUIRED AT 25. GAS-FIRED UNIT HEATER, UH-2. FLUE & COMBUSTION AIR THRU SIDE WALL. MOUNT HEATER MIN. 46" AWAY VIBRATION PADS UNDER FOUR CORNERS. PIPE TO NEW INDOOR CONCEALED FAN-COIL UNIT. COORDINATE FINAL EACH FURNACE. ASSEMBLE AND INSTALL PER MANUFACTURER'S INSTALLATION MANUAL. FROM WALL. LOCATIONS AT GRADE WITH ALL TRADES. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR REQUIRED REFRIGERANT PIPE SIZE. (TYP). 16. CONTAINMENT SOLUTIONS, MODEL GCAA150ODS001, 500 GAL. WASTE OIL TANK TO SERVE WASTE OIL 26. GAS-FIRED UNIT HEATER, UH-3. FLUE & COMBUSTION AIR THRU SIDE WALL. MOUNT HEATER MIN. 43" AWAY HEATERS. TANK TO BE UL-142, DOUBLE WALL CONSTRUCTION. PROVIDE WITH TANK VENT KIT AS PRIMARY AND FROM WALL. COORDINATE WITH RACK LAYOUT. 3. 7-DAY ELECTRONIC PROGRAMMABLE THERMOSTAT, HEATING AND COOLING, WIRED TO RESPECTIVE FCU/HP VENT TO EXTERIOR OF BUILDING WITH MUSHROOM CAP. EMERGENCY VENT ON TANK. METERING PUMPS TO BE LAY RETURN (TYP) WALL MOUNTED ABOVE TANK. INSTALL PER MANUFACTURER RECOMMENDATIONS. 27. 7-DAY ELECTRONIC PROGRAMMABLE THERMOSTAT, HEATING ONLY. WIRE TO RESPECTIVE UNIT HEATERS (TYP). GRILLLEE (TYP). 4. INSULATE DUCT WHEN INSTALLED IN ENCLOSED AREAS SUCH AS SOFFITS, SHAFTS, SUSPENDED CEILING, ETC. 17. PROVIDE %" O.D. COPPER TUBING BETWEEN METERING PUMP FROM TANK TO BURNER ASSEMBLY, ONE FOR 28. EXHAUST AIR FAN, EF-7. MOUNT 8'-8" A.F.F. PROVIDE WITH ON/OFF SWITCH TO EXHAUST CHOP SAW (TYP) EACH WOH-1 AND WOH-2. VIEW INSTALLATION MANUAL FOR MORE INFORMATION. FUMES. 18. PROVIDE Y4" O.D. COPPER TUBING COMPRESSED AIR TO CONNECTOR BLOCK ON FURNACE. PROVIDE WITH 29. PROVIDE 12x12 TRANSFER OPENING ABOVE DROP CEILING (TYP). 5. BALANCE AIR FLOWS TO VALUES INDICATED IN PARENTHESES WITH FAN-COILS AT HIGH SPEED (TYP). ) PRESSURE REGULATOR AND SET AT 50 P.S.I. VIEW INSTALLATION MANUAL FOR MORE INFORMATION. 6. LIQUID (3/$") AND SUCTION (%8") REFRIGERANT PIPES WITH 1-Y2" INSULATION (TYP). 30. LINE VOLTAGE THERMOSTAT, COOLING ONLY. WIRE TO RESPECTIVE EXHAUST FAN (TYP). STAT BASED ON 19. EXHAUST AIR FAN, EF-1 . PROVIDE 30x30 DUCT TO OUTLET SIDE OF FAN FROM ROOF ABOVE AND TERMINATE GREENHECK, PART NO. 380044; REVERSE ACTING, CONTACTS CLOSE ON TEMPERATURE RISE, ADJUSTABLE I 7. 1" INSULATED TYPE 'L' COPPER CONDENSATE PIPE PITCHED Y8" PER FT. TOWARD DRAIN. WITH GOOSE NECK ON ROOF. PROVIDE GRAVITY BACKDRAFT DAMPER FROM FAN MANUFACTURER AT ROOF LINE. RANGE307 TO 1107. f ; CD--1 CD-'1 j ! 20. EXHAUST AIR FAN, EF-2. PROVIDE 20x20 DUCT FROM TO OUTLET SIDE OF FAN FROM ROOF ABOVE AND 1 8. THERMOSTATICALLY (INTERNAL) CONTROLLED ELECTRIC CABINET HEATER. ALL WIRING BY EC. 31. CARBON MONOXIDE/NOX CONTROLLER PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. INTERLOCK I , TERMINATE WITH GOOSE NECK ON ROOF. PROVIDE GRAVITY BACKDRAFT DAMPER FROM FAN MANUFACTURER AT BOTH CONTROLLERS IN MAINTENANCE SHOP WITH EXHAUST FAN EF-1. 3 . - ROOF LINE. i I BREAK ROOM 1 9. BATHROOM EXHAUST FANS, ONE PER BATHROOM. FANS SWITCH W/ RESPECTIVE LIGHT. TERMINATE EXHAUST _ - I ! 32. CARBON MONOXIDE/NOX CONTROLLER, INTERLOCK WITH EXHAUST FAN EF-2. ! G1 AIR DUCT THRU ROOF (TYP). 21 . EXHAUST AIR FAN, EF-3. PROVIDE 10x10 DUCT FROM TO OUTLET SIDE OF FAN FROM ROOF ABOVE AND -. . .. .. " - -{ TERMINATE WITH GOOSE NECK ON ROOF. PROVIDE GRAVITY BACKDRAFT DAMPER FROM FAN MANUFACTURER AT 33. COMPRESSED AIR LINE FROM COMPRESSOR ROOM TO EACH COMPRESSED AIR HOSE REEL AND AIR PORT. 10. FURNISH A INSTALL 8x8 LOUVER IN DOOR, LV-3, 12 A.F.F. INE TYP). ROOF L . ( COORDINATE FINAL REQUIREMENTS WITH THE TOWN AND MAKE ALL FINAL CONNECTIONS FOR A COMPLETE AND OPERATIONAL SYSTEM. PROVIDE 1" ALUMINUM TUBING THROUGHOUT BUILDING. I 11. EXHAUST FAN FOR SOURCE CAPTURE SYSTEM, SC-1, TO BE WALL MOUNTED WITH MANUFACTURER-PROVIDED 22. GRAVITY INTAKE VENTILATOR, IV-1, ON ROOF ABOVE. PROVIDE INSULATED 30x30 DUCT SECTION (96" LONG __._.___.___ ____._ CD-!1D 1 " i WALL MOUNT BRACKET ALONG WITH VIBRATION ISOLATORS, MOUNT 15'-5" A.F.F. USE 6"0 HIGH TEMPERATURE MIN. THROUGH ROOF OPENING TO INTERIOR CEILING. PROVIDE Y2"xY2" WIRE MESH SCREEN. INSTALL 120V ) 34. EXHAUST AIR FAN, EF-4. PROVIDE 10x10 DUCT FROM OU-FLET SIDE OF FAN -1"U ROOF ABOVE. TERMINATE j HOSE FOR SOURCE CAPTURE SYSTEM (TYP). MOTORIZED OPPOSED BLADE DAMPER IN VERTICAL DUCT SECTION UNDER CEILING. INTERLOCK DAMPER WITH EF-1 WITH GOOSE NECK ON ROOF. PROVIDE GRAVITY BACKDRAFT DAMPER FROM FAN MANUFACTURER AT ROOF LINE. TO OPEN WHEN FAN RUNS. 12. HIGH TEMP HOSE REEL, HR-1, MOUNT 18'-0" A.F.F. SUSPEND FROM BAR JOISTS. PROVIDE WITH 35. COMPRESSED 3/8" QUICK CONNECT AIR PORT. INSTALL PORT 4'-0" A.F.F. (TYP). ice__¢ _ MKS-MICROSWITCH AND HAND QUADRANT DAMPER. WIRE LOW VOLTAGE MKS-MICRO SWITCH BACK TO FAN MOTOR 23. GRAVITY INTAKE VENTILATOR, IV-2, ON ROOF ABOVE. PROVIDE INSULATED 20x20 DUCT SECTION (96" LONG 24x24 STARTER IN SERIES. WHEN LAST HOSE REEL IS PUT BACK IN PLACE, FAN MOTOR WILL TURN OFF (TYP). MIN.) THROUGH ROOF OPENING TO INTERIOR CEILING. PROVIDE Y2"xY2" WIRE MESH SCREEN. INSTALL 120V 36. FROM AIR COMPRESSOR, AC-1, ABOVE:. SEE MEZZANINE CONSTRUCTION PLAN. LOCKERSi (15) 'i 1 I ;FLUORESCENT --r-• ----' i MOTORIZED OPPOSED BLADE DAMPER IN VERTICAL DUCT SECTION UNDER CEILING. INTERLOCK DAMPER WITH EF-2 ---= - -i-- - --r ;LIGHT SHS R FIXTURES TO OPEN WHEN FAN RUNS. 37. PROVIDE 12x12 TRANSFER OPENING © 8'-0" A.F.F. (TYP). ...,, 28 g - - EF-6 ; EF-7 26 HP-2 2 MEF1 LV-2 f - 35 CA _ DESIGNER .. .. .. - 1 BATHROOM -�--" BREAK ROOM LV 1 _ __,m _ . �:" II �� (-500) i.-- �.j (I, GRILLE 1 CA 6 37 (-600) PARTS STORAGE (250) 10x10 (250) II'! (TYP). 10x 10 �y' 6 _ -fid. HYDRAULIC UH-3 I iW01�1E1� LV-2 a TG n ROOM IV-3 /l N I -- A-1 U 12x12 � 26x14 FLUID STORAGE AREA 3O CA CA �+ x W/ FLOOR CONTAINMENT _ «. w ._.w, 24 4 N j I` j .. _.f._! ' DESIGNER o Y -' f- -�I BATHROOM 35 I 21 3 �T - LU z €? U -� ! j GRILLE 16 ' ' �� 36 27 N w 1 �1 Ox 10 !' r j ( ) FCU-2 IYP Q i. .1 -r EF-6 UI - - c i, I! UT^ILITIY Q ---- -- --- - 10x 10 CO 3000) OH -2 J J 30010x8 10x1 22 I 35 (- ) 3O EF-3 UH-3 5 7 i', DESIGNER ® I EF-3 14 T 5 5 �. BATHROOM EF-2 ) (2 0) RILLS ONOH-1 A, , r 2 0 _ r, 00 ) 20 UH-2 .. i J J . r..� Q I� CA - a_ 35 00 0 0 EF-1 ® ;r / 00 29 - 27 Q 13 U� CD-1 12 o0 I, _ 2x12 � '�I, I , OFFICE 2{ FFA 1 SHOWER, STORAGE S �.------ TX 1 35 0 33 o - 2 o (125) L. ! 1 31 cA CA CA - CA cA -CA CA cA o LOCK ERS (15� U U - RG-11 - - - _.._..._.... _t1_ 1� A i 2J oo Q Q UP ._ „ a GG y 32 a 31 10 LV-3 10x8 I! 10 UH-2 IV-1 / MEN x -150) 12 =I g I 00 : 2 2 'i 1 -' ; LAY-IN SUPPLY I 22 . :' - _.. _ _- DIFFUSER (TYP) 2 REFLECTEDCEIL11"NG PLAIN' 22 MAINTENANCE SHOP X g i Ij WELDING T 27 17 15 WOMEN i SCALE V8®�1'-q UH-1Ln i J I 10 LV-3•,TX-3 j 34 `�__ EH-1- IT IS A VIOLA ON OF NEW YORK ,'SATE EDU MON ARM Jacobsen c�c saran Engineering, P.C. u FOL FOL FOL tM"w._.. .__ _a. _....,_. , EF-4 LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 8 DIRECTION OF A LICENSED PROFESSIONAL CA EF-4 Ronkonkoma, NY 11779 ,� N UTILITY r TO ALTER AN ITEM ON 'THIS DRAWING IN ANY WAY.ENGINEER, IV-2 _ - _ -- I AN IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 _ = CA CA A SHAD. AFFIX TO THE ITEM HIS/HER SEAL AND THE p 15 a o r, j I www.jhepc.corn ¢ CA NOTATION ALTERED 13if" FOLLOWED BY FiIS/HEIS /i o 3 4 7 " 30 SIGNATURE AND THE DATE OF SUCH AL 71ON AND A SPECIFIC D CRIPtiON OF THE ALTERATION. ® 18 -�- ® 18 - JHE PROJECT NO. 14-1825 i CA CA CA CA CA CA CA CA-CA-CA ; ,� i 35 a (350) (350) 12®1-15 DS/JIB ISSUE FOR T'ERk1iTIING 11I/PJ T N 6 I j' TIRES DATE Imo' DESCRIPTION APP'ROV. BY 1 <I F-- �<I �I Q al FCU-1 X_ .. 13 I �� 13 _ a _ _ 5 12x12 1'; REVISIONS 12 I I 1 12 ;OFFICE 2 12x12 FCU-1 u_ W F SO UT O L SUFFOLK MUM, 41EN YORK: a - a U f- r OFFICE 1 1 -CA CA cA Q 35 14x : U g HIGHWAY MAINTENANCE D� e GE 6x14 AND SITE IMPROVEMENTS " CA CA oo .� iI LV-2 6 HP-1 GROUND FLOOR 35 11 �I�O�N J. Uyp� CONSTRUCTION PLAN ti 2 co L. K. McLEAN ASSOCIATES, P.C. s'> w SUL'19�a E19M ERS 1 CIM ., v a 101 7 11719 o' 4' 8' 16' ��, �? Designed By: DS/JB Scale: AS NOTED Shoat No. 1 GROUND FLOOR CONSTRUCTION PLAN ,� 2s� 0735 �,�'$ ,. r �oA�, `'5 Drawn Br. DS/J® Data: OCT. 015 SCS Vi'-9'-0' 1/8 = 1 -O U ESSM 1 Appro°rsd w. KSI/PJ File No. 13108.000 CONSTRUCTION T Ox CONSTRUCTION KEY NOTESX 1 . DIRECT GAS—FIRED UNIT HEATER, UH-1 . MOUNT INSIDE BUILDING FROM BAR JOISTS. PROVIDE INLET PLENUM, 1 . INTAKE HOOD FOR UH-1. FOLLOW MFG. INSTALLATION RECOMMENDATIONS. MAINTAIN 10'0" MIN. CLEARANCE FROM EXHAUST FLUE. INLET CURB AND INLET DUCT THROUGH ROOF. COORDINATE 27"W x 27"L ROOF OPENING W/ GC. EXTERNALLY INSULATE ALL DUCTWORK INSIDE BUILDING ONLY ASSOCIATED WITH THE GAS—FIRED UNIT HEATER. DO NOT HAVE 2. GRAVITY INTAKE VENTILATOR ON 24" TALL ROOF CURB. PROVIDE 30x30 INSULATED DUCT SECTION FROM VENTILATOR ON ROOF DOWN THROUGH ROOF CURB AND ROOF OPENING. INTERLOCK DAMPER WITH EXHAUST FAN EF-1. VIEW UNIT BLOWING ON THE FLOOR OF THE MEZZANINE. MECHANICAL CONSTRUCTION DRAWINGS FOR ADDITIONAL NOTES. 2. MOTORIZED DAMPER. PROVIDE CONTROLS SO THAT DAMPER OPENS WHEN EF-5 IS IN OPERATION. BLANK OFF WITH 3. GRAVITY INTAKE VENTILATOR ON 24" TALL ROOF CURB. PROVIDE 20x20 INSULATED DUCT SECTION FROM VENTILATOR ON ROOF DOWN THROUGH ROOF CURB AND ROOF OPENING. INTERLOCK DAMPER WITH EXHAUST FAN EF-2. VIEW INSULATED DOUBLE WALL PLATE ON UNUSED PORTION OF LOUVER. MECHANICAL CONSTRUCTION DRAWINGS FOR ADDITIONAL NOTES. 3. LINE VOLTAGE THERMOSTAT, COOLING ONLY. WIRE TO EF-5. STAT BASED ON GREENHECK, PART NO. 380044; 4. GRAVITY INTAKE VENTILATOR ON 24" TALL ROOF CURB. PROVIDE 10x10 INSULATED DUCT SECTION FROM VENTILATOR ON ROOF DOWN THROUGH ROOF CURB AND ROOF OPENING. INTERLOCK DAMPER WITH EXHAUST FAN EF-3. VIEW REVERSE ACTING, CONTACTS CLOSE ON TEMPERATURE RISE, ADJUSTABLE RANGE 30°F TO 1107. MECHANICAL CONSTRUCTION DRAWINGS FOR ADDITIONAL NOTES. 4. EXHAUST AIR FAN, EF-5. MOUNT 3'-0" ABOVE FLOOR IN MEZZANINE AREA. 5. EXHAUST GOOSE NECK SERVING EXHAUST(S) FAN BELOW. TERMINATE 24" ABOVE ROOF LINE. 5. AIR COMPRESSOR, AC-1. PROVIDE WITH INSTALL KIT — 120 GALLON DUPLEX, START—UP KIT. PROVIDE WITH 6. 4" VENT THRU ROOF BY PLUMBER. REFRIGERATED DRYER, GENERAL PURPOSE FILTER, HIGH EFFICIENCY FILTER. AIR HOSE TO GO THRU FLOOR IN PIPE SLEEVE AND DISTRIBUTED THROUGHOUT BUILDING. SEE GROUND FLOOR CONSTRUCTION PLAN. ROUTE CONDENSATE 7. 3" CPVC COMBUSTION AIR & VENT PIPES FROM GAS—FIRED WATER HEATER BY PLUMBER. LINE FROM LINE DRYER TO SINK IN BREAK ROOM. 8. 8" EXHAUST FLUE FROM WASTE OIL HEATERS. VIEW INSTALLATION MANUAL FOR PROPER TERMINATION FOR FLUE ABOVE ROOF (TYP). 9. 18x18 EXHAUST GOOSE NECK SERVING SOURCE CAPTURE SYSTEM BELOW. TERMINATE 24" ABOVE ROOF LINE. EDF-5 4 LV-1 2 3 T (-300) M EF-5W MS d0 i c AC-1 IV-3 LINE DRYER ® FROM IV-3 FROM UH-1 6 5 DOWN TO SINK: 4 BELOW 5 _ 14'-7" �. ® FROM EF-3 FROM! EF-2 # I � 20x20 d 1 4 5 � I 1 FROOx10-3 5 FROM EF-1 I ' 30x30 i I 4 ' -- ® 5 FROM TX EXH: FROM TX E_X H ?0x10 RIDGE LINE o IV-1 2 0---C6) ' VTR VTR i FG) ' i FROM WH-1 d 8 0 8 � FROM WOH-1 FROM WOH-2 FROM EF-4 8x8 IV-2 I 3 18x18 FROM SC-1 Ir IS A �IOLATION OF NEW YORK STATE EDUCATION Jacobsen & Horan Engineering, P.C. LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 11779 TO ALTER AN ffM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS ALTERED, THE ALTERING ENGIN O: (631) 580-6100 F: (631) 580-6101 SHALE �X TO THE ITA HIS/HER SEAL AND THE www.jhepc.com NOTATION AL7ER FOLLOWED BY Hr,/BIER S1GNAA'0JRE NSD THE DA OF SUCH ALTERN1110H AND A SPE'CIrIC r C IP'TICN OF THE ALTERATION. JHE PROJECT NO. 14-1825 12-1--15 DS/JBISSUE FOR PERmr TING KIS/PJ [SATE BY DESCRIPTION APPROV. BY RE-VISIONS TOWN OF S UTH L r SUFFO COUNTY, N YORK HIGHWAY MAINTENANCE GARAGE ` AND SITE IMPROVEMENTS ROOF / MEZZANINE NE HJ. �yo CONSTRUCTION PLAN 0 J, L. KMcLEANT: MULT�y WMI 4-/ Imo., M. , Y 11719 a Shout No. 0' 4' 8' 16, Designed er. DS/J® Scali: AS NOTED 1 MEZZANINE CONSTRUCTION PLAN (DSCAM ROOF CONSTRUCTION PLANp735I3 �� Drawnw: DS/J Data: OCT. 2015 SCALE 'V8-f-0 Vfr-T-C 1/8" — 1'-0' OFESSIOP� proNo.KH/PJ �II� �. 11QoDDD M SLAB PER THE LISTING OF THE EQUIPMENT, 0" CLEARANCE TO COMBUSTIBLES IS 5 a 22" REQUIRED. z 2 BEAM BEAM CLAM P io 8-3/4" 8-3/4" s 4 lo s SUPPLEMENTARY WALL STUDS 24" OC. MANUFACTURER PROVIDED STRUCTURAL (TYP) CONCENTRIC VENT KIT (TYP). MEMBER CLEARANCE TO COMBUSTIBLES -ROOF VENTILATOR. 3 (PLAN VIEW) 3 NEW �— 3 4 SHEETMETAL CONSTRUCTION FLASHING. 24" PREFABRICATED SCREWS ONLY ROOF CURB WITH z BLDG. WALL ASSEMBLY. SEE INSULATION BY COMBUSTION AIR ol 24 ARCHITECTURAL DRAWINGS FOR H.V.A.C. CONTR. PIPE AROUND CONSTRUCTION MATERIALS. ROOF. LL S VENT PIPE (TYP). LOCATE EXHAUST VENT TERMINAL PER FGCNYS, '---ANGLES SECURED, 4 THE MINIMUM REINFORCING ANGLE SIZE FOR DUCTWORK SECTION 503.8, ITEM 3 (12" �� �'�% '��' GASKETED AND NOTES: WITH A DIMENSION OF ITS LONGEST SIDE AND MAXIMUM MIN. CLEARANCE FROM AIR SEALED. LONGITUDINAL SPACING SHALL: '__ _ `_ _ OPENING INTO BUILDING). 1. H.I.T. OR CADDY BEAM CLIP FOR APPROPRIATE BEAM HANGER STRAPS COORDINATE ROOF THICKNESS. 43 TO 48 - 1 1/2"x1 1/2"x1/8" @ 60" OPENING WITH G.C. 49 TO 60 - 1 1/2"x1 1/2"x1/8" © 48" COMBUSTION AIR INLET. 2. PHILLIPS JS14C (BSA APPROVAL NO.39058 SM) OR 61 TO 96 - 1 1/2"x1 1/2"x3/16"® 24" EQUAL, OR FORCED ENTRY FASTENERS. 97 TO 120 - 2" x 2" x1/4" © 24" THIMBLE. FILING. MINIMIZE THE NUMBER OF ELBOWS WHEREVER POSSIBLE. 3. BAND IRON HANGER PER CODE OR SMACNA. HANGER SIZES SIZE FLUE EXHAUST PIPE PER MANUFACTURER'S 4. TURN UNDER WHEN DUCT IS OVER 47" WIDE. RECOMMENDATIONS. SIZE COMBUSTION AIR PIPE PER MANUFACTURER'S DAMPER W/ 120V M 5. PHILLIPS J38C OR EQUAL TANG LA DUCT RECOMMENDATIONS. MOTORIZED o `� v ACTUATOR. Y2"xY2" WIRE MESH 6. THREADED ROD COUPLING. HORIZONTAL SCREEN. DUCT SIZE HANGER SUPPORT ANGLE DIRECT-FIRED CONDENSING GAS-FIRED APPLIANCE 7. THREADED ROD (SIZE AS REQUIRED 3/8" MIN). (TYP), 8. SCISSOR CLAMP ON REINFORCED ROD. 1 UP TO 2 SQFT 1 x IRON 1/16" BAND NONE 9. G.A.T. CHANNEL CLAMP SLAB FASTENER. OVER 2 SQFT 1 x BAND NONE IRON NOTE: 10. STEEL ROD (3/8"MIN. 1" x 1/8" BAND SELF TAPPING CADIUM OVER 4 WIDE IRON NONE * GAS-FIRED UNIT HEATERS VENTING AS PER SECTION 503.2.3 AND SECTION 503.8, 11. TO BE REPLACED WITH METAL LATH & FIREPROOF PLATED HEX HEAD SHEET ITEM 3 OF THE NEW YORK STATE FUEL GAS CODE AS WELL AS PER THE PLASTER TO ACHIEVE ORIGINAL FIRE RATING. METAL SCREW STRAPS TO OVER 8 SQFT 1" x 1/8" BAND SEE NOTE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AND THE LISTING OF BE TIGHT AGAINST DUCT IRON THE EQUIPMENT. OVER 10 SQFT 1 x 1/8"( IRON BAND SEE NOTE 1 DUCT HANGING DETAIL 2 CONCENTRIC VENT THRU SIDEWALL DAIL,E Ia S ROOF VENTILATOR DETAIL (TYP FOR [V-1__A'__24-__ S) SCALE N.T.S SCAR N.T. S ' N.T.S. HANGER SPACING ROOF MAX. HOR. MAX. VERT. PIPING MATERIAL SPACING SPACING SIDEWALL DIRECT (FT) (FT) I-BEAM OR BAR JOIST DRIVE EXHAUST ASSEMBLED WALL ABS PIPE 4 10 (b) (NP) FAN COLLAR BEAM CLAMP, B-LINE, ALUMINUM TUBING 10 15 FIGURE B3033, MALLEABLE i BRASS PIPE 10 10 IRON, SIZE PER MFR. MAIN DUCT RECOMMENDATIONS. CAST-IRON PIPE (a) 5 15 THREADED ROD SIZE TO OSHA APPROVED 45° WEATHER MATE W/BEAM CLAMP & MOTOR SIDE GUARD O.B.V.D. COPPER OR SUPPORT WGT. OF PIPES HOOD COPPER-ALLOY PIPE 12 10 CONTENTS & HANGER (/a INSULATION FOR 3" & SMALLER PIPE; COPPER OR Y2" FOR 4" OR LARGER COPPER-ALLOY TUBING 6 10 CLEWS STYLE PIPE GRAVITY BACKDRAFT WI AIR FLOW (1-Y4" & SMALLER) HANGER, B-LINE, FIGURE DAMPER o N COPPER OR B3100, SIZE PER PIPE & COPPER-ALLOY TUBING 10 10 LOAD. w (142" & LARGER) FLOOR w —� 3/4"D CROSS-LINKED 3'-0" POLYETHYLENE (PEX) PIPE 32�� 10 (b) PIPE CROSS-LINKED POLYETHYLENE 6 EXHAUST FAN DETAIL (TYP FOR EF-5,___6 T OPPOSED BLADE VOLUME / ALUMINUM / BRANCH DUCT �r DAMPER (O.B.V.D.) CROSS--LINKED POLYETHYLENE 32 4 N'T'S► ,�• _ _ ��_-- _ - _ -_� . (PEX-AL-PEX) WOOD RAFTER/BEAM (TYP). IA'11< Jacobsen & Toren Engineering, P.C. IT IS A MOI.A!IGN OF NEW YORX grATE EDUCATION CPVC PIPE OR TUBING, 1" ANGLE CLIP B-LINE LAW FOR €W( PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 W2 I & SMALLER 3 10 (b) I I I I I I FIGURE 83060, MALLEABLE DIRECTION OF A LICENSED PROFS'3'01 S4GI 3{ER, Ronkonkoma, NY 11779 ` TO ALTER AN ITEM ON HIS U A'NiNG IIN ANY WAY. _ IRON, SIZE PER MFR. IF AN gal IS ALTERED, THE PETERING EOGIN O: (631) 580-6100 F: (631) 080-6101 CPVC PIPE OR TUBING, 4 10 (b) RECOMMENDATIONS. SHALL ,AFFIX TO THE ITEM HIS/HER S . AND TH=E www h N = W1 BRANCH DUCT CFM 144" & LARGER NOTATION ALTERED I FCI -01WED HIS/`HER j epc.com MAIN DUCT CFM - THREADED ROD SIZE TO SIGNATURE AND THE DATE OF S#DCII AIJERAMON NOTE: FURNISH THIS TYPE STEEL PIPE 12 15 = MATE W/BEAM CLAMP & AND A SPECIFIC DESCRI ION OF THS, ArfEM�ON. JHE PROJECT NO. 14-1825 CONNECTION WHEN SINGLE LINE = SUPPORT WGT. OF PIPE, DUCTWORK IS INDICATED AS OR AND LEAD PIPE CONT. 4 _ s CONTENTS & HANGER (/$ THIS - --- Y2" - --- PB PIPE OR TUBING 32" 4 FOR 3" & SMALLER PIPE; 1" COMPRESSED FOR 4" OR LARGER AIR PIPE1 ""1�"1DS/JB ISSUE FOR PERMITTING �9JI�,I OILYPIPE). � DATE BY DESCRIPTION APPRO r'. BY ALUMINUM / 32" 4 = REVISIONS POLYETHYLENE - PE-AL-PE PIPE CLEVIS STYLE PIPE ISOLATION VALVE PVC PIPE 4 10 (b) = HANGER, B-LINE, FIGURE TOWN OF SOUTHOLD B3100, SIZE PER PIPE & SUFFOLK COUNTY, NEW YORK STAINLESS STEEL 10 10 (b) LOAD. HIGHWAY MAINTENANCE GARAGE DRAINAGE SYSTEMS 4 I/ a THE MAXIMUM HORIZONTAL SPACING OF COMPRESSED AIR AND SITE IMPROVEMENTS CAST-IRON PIPE HANGERS SHALL BE PORT INCREASED TO 10 FEET WHERE 10-FOOT PIPE LENGTHS OF PIPE ARE INSTALLED. O� IBJ DETAILS o ���. (H J.. y0 b MIGSTORY GUIDE FOR SIZES 2 & SMALLER. I Z * AS PER SECTION 308.5 OF THE PLUMBING CODE OF NEW YORK STATE. ¢ `�•; �` ** L. K. McLEAN ASSOCIATES, P.C. AS PER SECTIONS 407 & 415.1 OF THE FUEL GAS CODE OF NEW YORK STATE. rr CONSULTING ENGINEERS 7 f RD , g 11719 A Igned Br. DS/J Scale: AS NOTEDP 4 BRANCH DUCT DETAIL, 5 SUSPENDED PIPING SUPPORT DETAIL, 7 COMPRESSED AIR BIOSE DETAIL �� X73613 40' FE SCALE N.T.S SCALE N.T.S� SCAM td.T.� �`^OFESgION�`° ����'� �': DS/JB Date: OCT. 2015 FE Approved Icy: KN/PJ Fila No. 13108.000 S950 SERIES UNDER ROOF DIMENSIONAL DRAWING 5950 SERIES -- TYPICAL UNDER ROOF INS'T'ALLATION -� 44 1/2 33 1/8 24 INLET PLENUM INLET PLENUM w/INLET SCREENS W/INLET SCREENS 24" o <1 i N 65 1/2 / 76 1/4 INLET CURB 22" ROOF OPENING 43"L X 32"W — — — ROOF - 50 - - - INLET DUCT - - -�' - 47„ 28 x 39 3/8 — — — 3/8" THREADED SUPPORT RODS EF-1, 2, 3, 4 INLET DUCT ANGLES SECURED, 28" X 39 3/8" GASKETSEALED. AND 8" WALL INLET CURB li DOWNTURN 24 I I I EXTERIOR WALL II I S950 SERIES UNIT 30x30 (EF-1), II I 20x20 (EF-2), I 1 Ox 10 (EF-3), 42 7 8 II I 10x10 (EF--4). 31 5/8 / II I 30 3/8 INLET ELBOW � 0 28„ I 39 1/2 28 1/� O 28 30 3/8 1 3/4" y REF 41, / DIRECTIONAL ELBOWS FLOOR SLAB INLET ELBOW - �� MOTORIZED DISCHARGE <1 1/8 42 72 F DAMPER 31 1/8" 87" UNIT 15 � � 1-1% 28 NOTES: 1 . ON UNITS WITH EXTERNAL GAS TRAINS, WIRING DOWNTURN BETWEEN GAS TRAIN AND GAS TRAIN ELECTRICAL 2 EXHAUST AN DUCT DETAIL GAS INLET 1 NPT JUNCTION BOX (LOCATED ON UNIT HOUSING) - - MOUNTING COLLAR MUST BE RECONNECTED IN FIELD. SCALE:_- ____ �3 EXHAUST. DUCT TO DIRECTIONAL ELBOW ROOF WITH 18x14 BELT/DRIVE COVER 11 1/4 SQ. (TYP.) DUCT AND TERMINATE WITH 13 5/8 GOOSE NECK 24" ABOVE ROOF LINE. G) DIRECT GAS-FIRED UNIT HEATER UH-1 DETAIL BACKDRAFT 1 - SCALE: PITS DAMPER FLEX HOSE EXTERIOR WALL ANGLE IRON -- STANDARD DUCT MADE REINFORCING. WATER TIGHT, STIFFENERS METAL SCREEN MAY BE INSIDE. FRAME. SPOT WELDED. SEE PLAN FOR DUCT SIZES. INLET 1/2" SCREEN. VIBRATION Jacobsen & {-loran El2gineering P.C. PRIME & PAINT EXTERIOR, ISOLATORS. IT IS A VICLAMON OF NEW YORK S1IArE EDUMON /— COLOR TO MATCH EXISTING LAW FOR PERSON, UN ACTING UNDER THE 990 South 2nd St. Suite 2 135° MIN. DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, DUCT SIZE + 25�. ROUE (DARK BRONZE). TO ALTER AN TTBA ON THIS DRAVANG IN ANY JAY. Ronkonkoma, NY 11779 IF AN TTEM IS A+"QED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 SPALL ASIX TO 4HE ITEM HIS/HER SEAQ AND THE UTILITY VENT SET NOTXtION -ALTERED W FOLLOWED HIS/HER www.jhepc.corn FLASH DUCT TO ROOF. R VENTAIRE UVS165 S1G 'I AYURE AND THE DATE OF SUCH ALTE +I ON R=W/2 W AND A SPECIFIC DESCRIPTION OF THE Ai.fErR 110P1. JHE PROJECT NO. 14-1825 z 12®-1-15 DS/JB ISSUE FOR PERMITTING KI-I/IBJ `V DATE BY DESCRIPTIO! AdI PROV. BY ROOF. WALL BRACKET RDYISIONS VENTAIRE MODEL WM-UVS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SUPPORT DUCT FROM METAL � IGHWAY MAINTENANCE GARAGE RAFTERS AND STUDS. AND SITEPROVE T ALL INTERIOR DUCTS TO 11 BE COVERED W/1-1/2" DETAILS JE FIBERGLASS INSULATION. �V NE �H � FLOOR SLAB �� �,. 2 C ULTING ENGIN 437 RD.,ASSOC� A TESyYORK 11719 SOURCE Igned DS�J� Scab: AS NOTEDSh e1 3 GOOSENECK DETAIL 4 CAPTURE MOUNTING DETAIL Q�3��.3 Drawn���� �: �� S Date: OCT. �01� SCALA PITS. SCALA N.T.S. =A90�i= �-- ------ ----- -- °� __.....,- Awrowd BY: KHri Fila No.—13108,000 l AIR HANDLING UNIT SCHEDULE COOLING / HEATING ELECTRICAL DATA AIR DATA PIPE CONN (IN) WGT DIMENSIONS UNIT NO LOCATION CAPACITY LxHxW FILTRATION MANUFACTURER, REMARKS MC SHALL CONTACT BRANDON (BTU/HR) SIZE F) ( VOLTS/PH/HZ MCA MAX FUSE ENT DB/WB CFM LIQUID SUCTION (LBS) (IN) TYPE MODEL NO SULIKOWSKI OF LG FOR (° PRICING, ORDERING AND LG INCLUDE THE FOLLOWING OPTIONS: LG PROGRAMMABLE TECHNICAL ASSISTANCE. FCU-1 OFFICE'S 24,000 / 208/1/60 — — 80/67 688/618/530 3/8 5/8 73 51 x 16 x WASHABLE (516)--729--5544 27,000 12 LHN247HV THERMOSTAT (PREMTB10U) FCU-2 BREAK ROOM 36,000 / 208/1/60 — — 80/67 1130/953/706 3/8 5/8 125 49 x 25 x WASHABLE LG INCLUDE THE FOLLOWING OPTIONS: LG PROGRAMMABLE 40,000 15 LHN367HV THERMOSTAT (PREMT810U) HEAT PUMP SCHEDULE COOLING HEATING PIPE CONN. (IN) ELECTRICAL DATA FAN DATA DIMENSIONS UNIT NO LOCATION CONNECTED CAPACITY CAPACITY SEER REFRIG WEIGHT LxWxH MANUFACTURER, EVAP COILS (BTU/HR) (BTU/HR) SUCTION LIQUID VOLTS/PH/HZ MCA (A) MOP (A) NO TOTAL CFM (LBS) (IN) MODEL NO ACCESSORIES HP-1 GRADE FCU-1 24,000 27,000 17 R410A 5/8 3/8 208/1/60 18.1 30 1 2,048 133 38 x 12 x LG - 33 LUU247 HP-2 GRADE FCU-2 36,000 40,000 17.6 R410A 5/8 3/8 208/11/60 24.5 40 1 1,942 (x2) 203 38 x 12 x LG 55 LUU367 FAN SCHEDULE TOT SP MOTOR MFR & WGT DIMENSIONS SPECIAL UNIT NO LOCATION SERVICE CFM (IN WG) HP TYPE V/PH/HZ RPM ARRANGEMENT TYPE MODEL NO (LBS) LxWXH (IN) FEATURES MEN'S 150 CEILING DIRECT GREENHECK SWITCH W/ LIGHT, MOTOR W/ THERMAL TX-1, 2 CEILING SHOWER/ 150 0.263 WATTS ODP 115/1/60 — HUNG DRIVE SP-13150 15 15x13X15 OVERLOAD, DESIGNER GRILLE, ISOLATION KIT, BATHROOM TX-3 CEILING WOMEN'S 75 0.221 54 ODP 115/1/60 _ CEILING DIRECT GREENHECK 14 15x13X15 SWITCH W/ LIGHT, MOTOR W/ THERMAL BATHROOM WATTS HUNG DRIVE SP-1380 OVERLOAD, DESIGNER GRILLE, ISOLATION KIT, MAINTENANCE WALL EXHAUST GREENHECK MOTOR W/ THERMAL OVERLOAD, NEMA PREMIUM MOTOR, AUTOMATIC BELT TENSIONER, GRIP NOTCH BELT, DAMPER EF-1 WALL SHOP 81000 0.5 2 ODP 208/3/60 1725 MOUNTED AIR BSQ-240-20 417 39x39x37 (WD-330—PB-35x35 GRAVITY OPERATED) NEMA-1 SWITCH WELDING WALL EXHAUST GREENHECK MOTOR W/ THERMAL OVERLOAD, NEMA PREMIUM MOTOR, AUTOMATIC BELT TENSIONER, GRIP NOTCH BELT, DAMPER EF-2 WALL AREA 3,000 0.5 1 ODP 208/3/60 1725 MOUNTED AIR SQ-140—A 116 23x23x24 (WD-330—PB-20x20 GRAVITY OPERATED) NEMA-1 SWITCH PARTS WALL EXHAUST GREENHECK MOTOR W/ THERMAL OVERLOAD, NEMA PREMIUM MOTOR, AUTOMATIC BELT TENSIONER, GRIP NOTCH BELT, DAMPER EF-3 WALL STORAGE 300 0.5 1/12 TEAO 115/1/60 1550 MOUNTED AIR SQ-85—D 47 15x15x18 (WD-330—PB-12x12 GRAVITY OPERATED) NEMA-1 SWITCH STORAGE/TIREWALL EXHAUST GREENHECK MOTOR W/ THERMAL OVERLOAD, NEMA PREMIUM MOTOR, AUTOMATIC BELT TENSIONER, GRIP NOTCH BELT, DAMPER EF-4 WALL AREA 200 0.5 1/6 TENV 208/1/60 1725 MOUNTED AIR SQ-75—VG 39 12x12x15 (WD-330—PB-9x9 GRAVITY OPERATED) NEMA-1 SWITCH, CONTROL — VAR] GREEN INDOOR QUALITY — TEMP& HUMIDITY EF-5 SIDE WALL MEZZANINE 300 0.2 1/6 TENV 115/1/60 1725 BUILDING FRESH AIR GREENHECK 55 14x14x7 MOTOR W/ THERMAL OVERLOAD, DAMPER (WD-320—PB-10X10 GRAVITY OPERATED (MOUNTED), SHORT WALL HSG FLUSH EXT. SIDE SE1-8-440—VG (1A—EXH), OSHA GUARD WITH BAKED ENAMEL, NEMA-1 TOGGLE JUNCTION BOX MOUNTED, WEATHER HOOD WITH BIRDSCREEN EF-6 SIDE WALL FLUIDS 500 0.2 1/30 TEAO 115/1/60 1650 BUILDING FRESH AIR GREENHECK 60 15x15x9 MOTOR W/ THERMAL OVERLOAD, DAMPER (WD-320—PB-10X10 GRAVITY OPERATED (MOUNTED), SHORT WALL HSC FLUSH EXT. STORAGE SIDE SE1-10-428—P (1A—EXH), OSHA GUARD WITH BAKED ENAMEL, NEMA-1 TOGGLE JUNCTION BOX MOUNTED, WEATHER HOOD WITH BIRDSCREEN HYDRAULIC BUILDING EXHAUST GREENHECK MOTOR W/ THERMAL OVERLOAD, DAMPER (WD-320—PB-10X10 GRAVITY OPERATED (MOUNTED), SHORT WALL HSG FLUSH EXT. EF-7 SIDE WALL ROOM 600 0.2 1/12 TEAO 115/1/60 1550 SIDE AIR SE1-10-440—D 60 15x15x9 (1A—EXH), OSHA GUARD WITH BAKED ENAMEL, NEMA-1 TOGGLE JUNCTION BOX MOUNTED, WEATHER HOOCH WITH BIRDSCREEN INTAKE VENTILATOR UL. PRESS. THROAT THROAT THROAT PHYSICAL WEIGHT UNIT NO LOCATION SERVICE TYPE CFM DROP VELOCITY AREA SIZE SIZEMFR & MODEL REMARKS (INWG) (FPM) (FT2) (IN) (IN) (LBS) MAINTENANCE 73-7/8 RD GREENHECK, GALV. Y2" MESH BIRDSCREEN, ALUMINUM HOUSING, ROOF IV-1 ROOF SHOP DOME 8,000 0.074 624 12.83 73.5 RD x 26-1/4 H 80 MODEL GRSI, SIZE 48 CURB (MODEL GPI—G16), ALUM. MESH INSECT SCREEN, TRAY, DAMPER WD-200—PB (120 VAC, ENAMELED) 56-3/4 RD GREENHECK GALV. Y2" MESH BIRDSCREEN, ALUMINUM HOUSING, ROOF 4 G; Jacobsen & Horan Engineerir�q, �'.C. IT IS A VIOLATION OF NEW YORK STATE EDUCATION IV-2 ROOF WELDING AREA DOME 3,000 0.042 411 7.29 46 RD x 21-1/4 H 45 MODEL GRSI, SIZE 36 CURB (MODEL GPI—G16), ALUM. MESH INSECT SCREEN, LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 TRAY, DAMPER WD-200—PB (120 VAC, ENAMELED) DIPEC'"ON OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, N`( 19779 29 RD GREENHECK, GALV. Y2" MESH BIRDSCREEN, ALUMINUM HOUSING, ROOF TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IV-3 ROOF PARTS STORAGE DOME 600 0.047 536 1.12 29 RD 13 CURB (MODEL GPI—G16), ALUM. MESH INSECT SCREEN, IF AN I� ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 r. (631) 580-6101 x 10 H MODEL GRSI, SIZE 15SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE www. he c.com TRAY, DAMPER WD-200—PB (120 VAC, ENAMELED) NOTAflON - T 'ED FOLLOWED DY PIIS/HEIS l P SIGNATURE AND THE DATE OF SUCH Al TION SCHEDULE A14D A SPECIFIC DESCRIPTION OF THE AI: TION. JHE PROJECT NO. 14-1825 FILTER A L. I 12-1-1-5 US/J8 ISSUE FOR PERMr NG KH/IBJ UNIT NO MFG TYPE MODEL N0. SIZE (IN) FILTER DATE BY DESCRIPTION APPROV. BY WIDTH HEIGHT QTY SIZE MERV MFG MODEL NO REVISIONS FB-1 FANTECH INLINE FILTER F136 10 20-1/2 1 119—lZ2x 3 4 13 FANTECH FBRF6 TOWN OF UTHL OPTIONS: NONE SUFFOLX COUM, MEW YORK HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS DIRECT GAS- I D UNIT HEATER UL ����` MBH AIR DATA ELECTRICAL DATA GAS DATA MTG WGT DIMENSIONS �����1 o� SCHEDULES H J' �/0 UNIT NO TOTAL MAX. HGT MFR & MODEL NO L x N x H SPECIAL FEATURES CO W r IN OUT CFM ESP V/PH/HZ MOTOR RPM FLA INLET ESSURE (FT) (LBS) (IN) (INWG) HP PR(INWG) � Jwl' ' L. K.� L. I � � o ® 10 CE: s` 3 i '€ 437 WM MURY RM., MMIAVM. r9101 f= 99719 CAMBRIDGE UNDER INLET PLENUM, 24" MOUNTING CURB, 50" INLET DUCT, INLET ELBOW, MOTORIZED DISCHARGE �'��, �� Agn y: /j ak A NOTED So 1d Sheet o° UH-1 950 874 4,403 0.2 208/3/60 2 — 9 1 14 ROOF 1,435 ENGINEERING, 119 x 42 x 28 DAMPER, DIRECTIONAL ELBOWS (QTY: 3), REMOTE CONTROL STATION FO 0,'3513 ° MODEL S950 FESS1P� Drown %r. [)S/JB Data: OCT. 2015 - Apprvivzd By., �J/pj Hie NO. 13108.000 GAS-FIRED UNIT HEATER SCHEDULE MBH AIR DATA ELECTRICAL DATA CONNECTIONS (IN) UNIT NO TEMP HOR MTG WGT DIMENSIONS MOTOR HGT (LBS) MFR & MODEL NO WxHxD SPECIAL FEATURES IN OUT CFM RISE THROW V/PH/HZ HP RPM FLA GAS FLUE (FT) (IN) (`F) (FT) 30° NOZZLE, ALUMINIZED STEEL HEAT EXCHANGER, FAN TIME UH-2 300 240 4,545 50 69 115/1/60 1/2 1,075 8.8 1/2 4 16 270 MODINE, 42-%8 x 32 x 24 DELAY, SINGLE STAGE WHITE ROGERS 1 C26-101 PTS 300 THERMOSTAT W/ LOCKING COVER, HORIZONTAL CONCENTRIC VENT KIT, VIBRATION ISOLATION KIT 30° NOZZLE, ALUMINIZED STEEL HEAT EXCHANGER, FAN TIME UH-3 125 100 1980 47 56 115/1/60 1/8 1,625 4.2 1/2 4 8 125 MODINE, 35 Y2 x 20—Y2 x DELAY, SINGLE STAGE WHITE ROGERS 1C26-101 HDS 125 31 THERMOSTAT W/ LOCKING COVER, HORIZONTAL CONCENTRIC VENT KIT, VIBRATION ISOLATION KIT AIS DEVICE SCHEDULE TAG AIRFLOW SIZE NK SIZE MOUNT DIRECTION DEFLECTION MFG MODEL REMARKS RANGE CD-1 220-435 24x24 10" LAY—IN 4—WAY — ANEMOSTAT PGL-11A STEEL, WHITE, OBVD RG-1 — 24x24 — LAY—IN — 45` ANEMOSTAT GC5L STEEL, WHITE, 3/4" BLADE SPACING ELECTRIC CABINET HEATER SCHEDULE ELECTRICAL MTG WGT DIMENSIONS UNIT NO STYLE HGT LxHxD MFR & MODEL NO REMARKS V/PH/HZ FLA KW (IN) (LBS) (IN) FRONT DISCHARGE, FRONT INLET, DISCONNECT EH-1 / EH-2 120/1/60 4.2 .5 WALL— 12 15 28 x 9 x 3 MARKEL, SWITCH, WASHABLE DUST FILTER, HI/LOW MOUNT E3705-028 OPERATION, INTEGRAL FACTORY INSTALLED TAMPER RESISTANT THERMOSTAT OUTSIDE AIR V NTILATi SCHEDULE U E CAPTURE SCHEDULE SPACE CRITERION VARIABLE REQUIRED PROVIDEDMOTOR UNIT NO LOCATION SERVICE CFM TOT SP RPM ARRANGEMENT TYPE MFR & WGT DIMENSIONS REQUIRED COMPONENTS 2 PEOPLE IN EACH 80 (IN WG) HP ENCL V/PH/HZ RPM MODEL NO (LBS) LxWxH (IN) OFFICE# 1, 2 20 CFM/PERSON 80 (2 A/C UNITS OFFICE 40 CFM EA.) 2 SPRING POWERED HOSE REEL WITH MKS MICROSWITCH, HTN-630 HIGH SC-1 WALL SOURCE 3600 4.5 — 5 — 208/3/60 — CCW/THD _ VENTAIRE 400 28x 33x TEMP HOSE, HC60 HOSE CLAMP, FC60 FEMALE QUICK DISCONNECT, MOUNTED CAPTURE UVS165/5/3 38 TG60 TAIL WIPE ADAPTER, DSG60 DIESEL STACK ADAPTER, RIS-150 BREAKROOM 20 CFM/PERSON 11 PEOPLE 220 220 2 VIBRATION ISOLATORS, WC-150 WEATHER COVER, WM—UVS165A 75 CFM / WATER CLOSET 225 WASTE OIL-FIRED UNIT HEATER SCHEDULE BATHROOMS OR URINAL 3 FIXTURES TOTAL 225 (2 FANS @ 75 HEATING DATA Al DATA ELECTRICAL DATA FILTER DATA AND 150 CFM) 6 FLUE DIMENSIONS 75 CFM / SHOWER AND150 UNIT NO LOCATION TEMP IN OUT IL CONS EFF. SP SIZE DIA WGT(LBS) WxDxH MFR & MODEL NO SHOWER/LOCKER ROOM 0.5 CFM/FTZ 1 FIXTURE AND 150 FT2 150 (1 EXHAUST FAN (MBH) (MBH) SOURCE (GPH) (FF RISE CFM (IN ID HP V/PH/HZ MOCP QTY (IN) (IN) (IN) ® 150 CFM) 6 (°F) WOH-1 MAINTENANCE 325 — USED OIL 2.1 — 50-80 2,400 0.4 — 115/1/60 30 1 19 x 21 8 641 31Y4 x 121 x 35 CLEAN BURN, FLUID STORAGE AREA 0.05 CFM/FT2 341 FT2 17 500 4 SHOP x 'I CB-3250 WOH-2 MAINTENANCE 325 — USED OIL 2.1 — 50-80 2,400 0.4 — 115/1/60 30 1 19xx121 8 641 31Y4 x 121 x 35 CLEAN 3BURN PARTSTORAGE AREA 0.05 CFM/FTZ 699 FT2 35 300 5 SHOP MINIMUM 250 GAL STORAGE TANK UL-142 DOUBLE WALL CONSTRUCTION, TANK VENT KIT MODEL #70380 COMPRESSOR MEZZANINE 0.05 CFM/F72 80 FT2 4 300 3 AREA AIR COMPRESSOR SCH UL RECEIVER SIZE MOTOR WELDING 1.5 CFM/FT2 1,453 Fr 2,180 3,000 7 UNIT NO LOCATION SERVICE CFM PRESSURE VOLTS OPERATING MANUFACTURERS'S NAME (PSIG) GALLONS DIA. LENGTH HP RPM PHASE WEIGHT AND MODEL REMARKS HERTZ 2 AIR PORTS, PROVIDE D127ECA NIRVANA CYCLING REFRIGERATED MAINTENANCE SHOP 1.5 CFM/FT 5,011 FT2 7,517 8,000 8 AC-1 MEZZANINE COMPRESSED 35.2 125 120 40" 67 10 1050 208/3/60 1,545 INGERSOLL RAND — DRYER, FA1501C 88 SCFM GENERAL PURPOSE AIR REELS 202545E10—P FILTER, FA1501H 88 SCFM HIGH EFFICIENCY FILTER STORAGE/TIRE AREAS 0.05 CFM/FT2 1,878 FT2 94 200 9 1. VENTILATION COMPLIES WITH CHAPTER 4 OF THE NYS MECHANICAL CODE & CHAPTER 12 OF THE NYS BUILDING CODE. LOUVER SCHEDULE a - 2. MINIMUM OUTDOOR AIR QUANTITIES ARE SET WITH SPLIT DUCTED A/C UNIT SERVING THE SPACE. INLET vI�I �I�N �� �� STATERK EDUCATION NEW Jacobsen & Horan Engineering, P.C. 3. EXHAUST FANS EF-5 TO COMPLY W NYS MECHANICAL CODE. TAG SIZE VELOCITY MOUNT HTG MFG MODEL REMARKS IT IS A LAV FCR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 4. EXHAUST FANS EF-6 TO COMPLY W/ NYS MECHANICAL CODE. DRAINABLE, BIRD SCREEN, COLOR TO MATCH DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 5. EXHAUST FANS EF-3 TO COMPLY W NYS MECHANICAL CODE. LV-1 18x12 — 14 CS—GROUP A4097 TO ALTER AN rfEM ON THIS DRAWING IN ANY WAY. Ronkonkoma, NY 11779 6. EXHAUST FAN TX-1, 2, 3 TO BES ITCHED ON VIA LIGHT SWITCH INSIDE BATHROOM IN ORDER TO COMPLY W NYS EXTERIOR OF BUILDING. IF AN ffEM IS ALTERED, THE AL` E ALTERING ENGINO: (581) 580-6100 F: (631) 580-6101 / ER MECHANICAL CODE. HA LV-2 18x12 — 8' CS—GROUP A4097 DRAINABLE, BIRD SCREEN, COLOR TO MATCH SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE www. he c com EXTERIOR OF BUILDING. NOTATION -ALTERED 6th" FOLLOWEDBY PIIS/HER � p 7. EXHAUST FANS EF-2 TO COMPLY W/ NYS MECHANICAL CODE. 12" A.F.F. SIGNATURE AND THE DATE OF SUCH AL TION 8. EXHAUST FANS EF-1 TO COMPLY W/ NYS MECHANICAL CODE. LV-3 8x8 — IN DOOR CS—GROUP PLSL SECURITY GRILLE NON—VISION, INVERTED SPLIT Y AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 9. EXHAUST FANS EF-4 TO COMPLY W/ NYS MECHANICAL CODE. 12-1--15 GS/JIB ISSUE FOR PERMITTING KH/PJ DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE AND SITE IVT SCHEDULES H J. yo O Fco T L. K. McLEAN ASSOCIATES,, COMULTING ENGINEERS437 SM C=W RD., WOMVEN, MW YM 11719 w Designed BY: ®S/JB Scale: A NOTED SIs N�. 0735-1.5 , �� Drown OS�'J D�te0 OCT. 2015 � ESs+ A ....._ Approved W. KH/PJ File No. 13108.000 PLUMBING LEGEND PLUMBING ABBREVIA-riONS s � GENERAL NOTES A AMPERES L LENGTH 1 . DOMESTIC WATER SERVICE 01. NEW PIPE WITH DIRECTION OF FLOW FLEXIBLE PIPE CONNECTION AD ACCESS DOOR LAV LAVATORY 1.1 . DOMESTIC WATER PIPING SHALL BE TYPE "L" HARD-DRAWN COPPER TUBE ABOVE NOTES: AFF ABOVE FINISHED FLOOR LBS POUNDS GRADE AND TYPE "K" SOFT TEMPER COPPER TUBING BELOW GRADE, COMPLYING WITH 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. - - - COLD WATER PIPING ~- PIPE DROP (IN DIRECTION OF FLOW) TABLES 605.4 AND 605.5 OF THE NEW YORK STATE PLUMBING CODE. 2. (E)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO REMAIN. AP ACCESS PANEL LDB LEAVING DRY BULB TEMP 1.2. MALLEABLE IRON, THREADED AND BANDED FITTINGS SHALL BE STANDARD WEIGHT AND 3. (R)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO BE RELOCATED. BTU BRITISH THERMAL UNIT LF LINEAR FEET IN ACCORDANCE WITH ASME B16.3. CAST IRON THREADED FITTINGS SHALL BE 4. (D)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO BE DEMOLISHED. ---°� PIPE RISE (IN DIRECTION OF FLOW) BTUH BTU PER HOUR LP LEACHING POOL STANDARD WEIGHT AND IN ACCORDANCE WITH ASME B16.4. CAST IRON FLANGED - - - - HOT WATER PIPING FITTINGS SHALL BE STANDARD WEIGHT AND IN ACCORDANCE WITH ASME B16.1. AS DEMOLITION TO INCLUDE ALL PIPING, CONTROLS, SUPPORTS, HANGERS, BASES, ETC. BACK TO SOURCE. CF CUBIC FEET LPC LOW PRESS CONDENSATE PER TABLE 605.6 OF THE NEW YORK STATE PLUMBING CODE. PITCH UP IN DIRECTION OF FLOW CHWR CHILLED WATER RETURN LPS LOW PRESS STEAM 1.3. DOMESTIC WATER PIPING BELOW GROUND SHALL BE SLEEVED. AVOID DISSIMILAR METAL - - - - - - HUT WATER RETURN PIPING CONTACT. CENTER LINE CHWS CHILLED WATER SUPPLY LWB LEAVING WET BULB TEMP -L9 " PITCH DOWN IN DIRECTION OF FLOW CLG CEILING LWT LEAVING WATER TEMP 2. SANITARY/DRAINAGE s+ s+ sm SANITARY PIPING CO CLEAN OUT M METER 2.1. SANITARY DRAINAGE PIPING BELOW GROUND SHALL BE HEAVYWEIGHT CAST IRON SOIL DIAMETER CODP CLEAN OUT DECK PLATE MAX MAXIMUM PPE. SANITARY DRAINAGE PIPING ABOVE GROUND SHALL BE POLYVINYL CHLORIDE ' UNION COND CONDENSATE MBH THOUSAND BTU PER HOUR (PVC) PLASTIC PIPE (TYPE DWV) AS PER TABLES 702.1 AND 702.2 OF NEW YORK STATE PLUMBING CODE. - - - - - - - - - - VENT PIPING COWP CLEAN OUT WALL PLATE MC MECHANICAL CONTRACTOR 2.2. CAST IRON THREADED DRAINAGE FITTINGS SHALL. BE RECESSED PATTERN IN d POINT OF CONNECTION ACCORDANCE WI-11-1 ASME 16.12, AS PER TABLE 702.4 OF THE NEW YORK STATE CONCENTRIC REDUCER CU COPPER MHP MOTOR HORSEPOWER PLUMBING CODE. RL REFRIGERANT LIQUID LINE CUFT CUBIC FOOT MIN MINIMUM POINT OF DISCONNECTION CW COLD WATER MTR MOTOR 3. VENT I� ECCENTRIC REDUCER - FLAT BOTTOM RS REFRIGERANT SUCTION LINE CWR CONDENSER WATER RETURN NC NORMALLY CLOSED 3.1 . SANITARY VENT PIPING ABOVE AND BELOW GROUND SHALL BE POLYVINYL CHLORIDE ® ��®®� ®CAIN / FLOOR SINK CWS CONDENSER WATER SUPPLY NFPA NATIONAL FIRE PROTECTION (PVC) THE PLASTIC NEW YORK STYPE DWV) AS PER ATE PLUMBING CODE.SECTION 902 AND TABLES 702.1 AND 702,2 ECCENTRIC REDUCER - FLAT TOP (D) DEMOLISH ASSOCIATION RHG REFRIGERANT HOT GAS 4. PIPE INSULATION D DROP, DRAIN, DEPTH NIC NOT IN CONTRACT�RACT HOSEE BIBB FF H FROST FREE - O REFRIGERANT SIGHT GLASS DB DRY BULB NO NORMALLY OPEN, NUMBER 4.1. DOMESTIC COLD WATER - PROVIDE ONE-HALF INCH THICK INSULATION WITH A VAPOR C CONDENSER WATER SUPPLY DIA DIAMETER NPT NATIONAL PIPE THREAD BARRIER JACKET. COMPLIES WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. VIBRATION ISOLATOR IN HANGER DMPR DAMPER NTS NOT TO SCALE 4.2. DOMESTIC HOT WATER - PROVIDE ONE-HALF INCH THICK INSULATION WITH A VAPOR FS FLOW SWITCH DF DRINKING FOUNTAIN OAI OUTISDE AIR INTAKE BARRIER JACKET. COMPLIES WITH THE NEW YORK STATE ENERGY CONSERVATION CR CONDENSER WATER RETURN CODE. DN DOWN OD OUTSIDE DIAMETER 4.3. VALVES AND FITTINGS - INSULATE EXPOSED VALVES, FITTINGS, STRAINERS, AND DWG DRAWING OV OUTLET VELOCITY FLANGES WITH PRE MOLDED FIBERGLASS FITTINGS OR RADIAL MITERED SEGMENTS OF SECTION DESIGNATION CH CHILLED WATER SUPPLY C� PRESSURE RELIEF VALVEPIPE INSULATION, WIRED OR TAPED ON. OVER INSULATION, APPLY SKIM COAT OF DWV DRAIN WASTE VENT PC PLUMBING CONTRACTOR INSULATING CEMENT, A COAT OF MASTIC, AND WRAP WITH FIBERGLASS REINFORCING DX DIRECT EXPANSION PD PRESSURE DROP CLOTH AND COVER WITH A FINISH MINIMUM 0.013-INCH THICK MAY BE USED OVER INSULATION IN LIEU OF ABOVE. SHEET NO. WHERE SECTION IS SHOWN CHR CHILLED WATER RETURN (E) EXISTING PSI POUNDS PER SQUARE INCH 4.3.1. INSULATE CONCEALED VALVES WITHIN INCH THINK FIBERGLASS ONE-POUND DENSITY MOTORIZED OPERATED VALVE INSULATION WIRED OR TAPED ON AND VAPOR SEAL COLD WATER INSULATION. EA EACH (R) RELOCATE 4.3.2. INSULATION FOR STRAINERS, EXPANSION JOINTS AND FITTINGS SHALL BE X X X� EXISTING PIPING TO BE REMOVEDQ EAT ENTERING AIR TEMPERATURE R RISE REMOVABLE A REPLACEABLE WITHOUT DAMAGE. ENCLOSE WITHIN TWO-PIECE, �F- ) No.18 GAUGE ALUMINUM COVERS FASTENED WITH CADMIUM-PLATED BOLTS AND CLEANOUT 3 WAY VALVE EC ELECTRICAL CONTRACTOR RD ROUND, ROOF DRAIN NUTS. GAS GAS PIPING EDB ENTERING DRY BULB TEMP REFR REFRIGERANT 4.3.3. COMPLIES WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. BALANCING VALVE ELEV ELEVATION RM ROOM 4.4. ROOF LEADERS SHALL BE INSULATED WITH Y2" FIBERGLASS BLANKET WRAP FOR CONDENSATION CONTROL. COMPLIES WITH THE NEW YORK STATE ENERGY -M�- METER EL ELECTRIC RPM REVOLUTIONS PER MINUTE CONSERVATION CODE. CHECK VALVE EQ EQUAL RPZ REDUCED PRESSURE ZONE 4.5. PROTECT EXPOSED UNDER LAVATORY PIPING AND VALVES WITH MOLDED CLOSED CELL RAD I RADIATOR, STEAM OR HOT WATER IIF ANTI MICROBIAL PROTECTIVE COVERING. COMPLIES WITH THE NEW YORK STATE ENERGY BUTTERFLY VALVE EWB ENTERING WET BULB DEV;CE CONSERVATION CODE. BALL VALVE EWC ELECTRIC WATER COOLER SAN SANITARY 5. FREEZING I-II STRAINER EWT ENTERING WATER TEMP SD STORM DRAIN GATE VALVE � GLOBE VALVE EWH ELECTRIC WATER HEATER SF, SOFT SQUARE FOOT 5.1• EXTERIOR WATER SUPPLY PIPING SHALL BE INSTALLED NO LESS THAN 6" BELOW THE FROST LINE AND NO LESS THAN 12 INCHES BELOW GRADE, AS PER SECTION 305.6 THERMOSTAT F FILTER SH SHOWER OF THE NEW YORK STATE PLUMBING CODE. DOUBLE CHECK VALVE 171 PLUG VALVE °F DEGREES FAHRENHEIT SO SHUT-OFF 6. GAS PIPING PUMP BACKFLOW PREVENTER F&T FLOAT AND THERMOSTATIC SK SINK RPZ FA FREE AREA (SQ.FT.) SP STATIC PRESSURE 6.1 . GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL_ AND SHALL COMPLY WITH ASME REDUCED PRESSURE B36.10, 10M ASTM A 53 OR ASTM A 106, AS PER SECTION 403 OF THE NEW YORK ZONE VALVE P� FAI FRESH AIR INTAKE SPEC SPECIFICATION STATE FUEL GAS CODE. I�IV PRESSURE REDUCING VALVE�- BREAK LINE FB FLAT ON BOTTOM 5S SERVICE SINK 6.2. GAS PIPING 4 INCHES IN DIAMETER AND ABOVE SHALL HAVE WELDED FITTINGS. STEEL� FUNNEL DRAIN FITTINGS SHALL BE FORGED WELDED FITTINGS. COMPLIES WITH SECTION 403 OF THE FC FLEXIBLE CONNECTION SST STAINLESS STEEL NEW YORK STATE FUEL GAS CODE. 0 THERMOMETER FCO FLOOR CLEAN OUT ST SEPTIC TANK 6.3. SLOPE PIPE Y4" PER 15' MIN. TO PREVENT TRAPS. © PRESSURE GAUGE FD FLOOR DRAIN T T'r-1ROAT 6.4. ALL GAS PIPING SHALL BE PAINTED SAFETY YELLOW AND LABELED EVERY 6 FEET. CAPPED PIPE AIR RELEASE VALVE �� �- 7. -TSTINC, FF FINAL FILTER, FROST-FREE TEMP TEMPEERATURE Ivy P-TRAP FIN FL FINISHED FLOOR TYP TYPICAL 7.1 . DRAINAGE AND VENT FLA FULL LOAD AMPERES TX TOILET EXHAUST 7.1.1. WATER TEST - TESTING SHALL BE DONE AS PER SECTION 312.2 OF THE NEW I NOTES: YORK STATE PLUMBING CODE. CONSTRUCTION FPM FEET PER MINUTE U URINAL 7.1.2. AIR TEST - SHALL BE DONE AS PER SECTION 312.3 OF THE NEW YORK STATE FPS FEET PER SECOND UON UNLESS OTHERWISE NOTED PLUMBING CODE. 7.1.3. FINAL TEST - SHALL BE DONE AS PER SECTION 312.4 OF THE NEW YORK STATE 1. ALL PLUMBING WORK SHALL BE DONE IN ACCORDANCE WITH THE AND OTHER SIMILAR FIRE RATED PARTITIONS SHALL RECEIVE CODE FT FEET V VOLTS PLUMBING CODE. NEW YORK STATE PLUMBING CODE, NEW YORK STATE FIRE CODE, COMPLIANT FIRE STOPPING TO MAINTAIN THE FIRE RATING OF THE 20. ALL MATERIAL, EQUIPMENT AND ACCESSORIES SHALL BE INSTALLED V FACE VELOCITY VT VlN-T 7.2. DOMESTIC WATER NEW YORK STATE MECHANICAL CODE AND THE NEW YORK STATE ASSEMBLY PENETRATED. IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION 7.2.1. TESTING TO BE DONE AS PER SECTION 312.5 OF NEW YORK STATE PLUMBING FUEL GAS CODE. INSTRUCTIONS. COORDINATE EXACT LOCATIONS TO ACCOMMODATE G GAS �lfR VENT T "THROUGH ROUE" CODE. 11 . REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL ALL REQUIRED CLEARANCES AND OBSERVE ALL REQUIREMENTS FOR GALV GALVANIZED W WIDTH 7.3. STORM DRAINAGE 2. THE PLUMBING CONTRACTOR SHALL APPLY FOR AND SECURE ALL HANDICAP FIXTURES. MOUNT ALL SUCH FIXTURES IN ACCORDANCE VALVING AND CONNECTIONS. 7.3.1. TESTING TO BE DONE AS PER SECTION 312.2 OR 312.3 OF NEW YORK STATE REQUIRED PERMITS AND INSPECTIONS AND PAY ALL COSTS FOR WITH THE STATE ADOPTED BARRIER FREE SUBCODE WITH RESPECT GC GENERAL CONTRACTOR W/ WITH PLUMBING CODE. THE SAME. TO SUCH ASPECTS AS MOUNTING HEIGHT, DISTANCE FROM GRAB 21. ALL FIXTURES SHALL BE BY A SINGLE MANUFACTURER WHEN GPH GALLONS PER HOUR WB WET BULB 7.4. GAS 3. THE PLUMBING CONTRACTOR SHALL LOCATE ALL EXISTING PIPING BARS, LOCATION OF HAND CONTROLS, CLEARANCES, ETC. POSSIBLE. GPM GALLONS PER MINUTE WC WATER COLUMN, 7.4.1. TESTING TO BE DONE AS PER SECTION 406 OF THE NEW YORK STATE FUEL GAS REQUIRED TO RECEIVE NEW CONNECTIONS PRIOR TO INSTALLING 12. THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS 22. COVER ALL COPPER PIPING BELOW SLAB WITH "ARMAFLEX" TYPE H HEIGHT WATER CLOSET Jacobsen & Horan Engineering, P.C. ANY NEW PIPING SO AS TO INSURE ADEQUATE ELEVATION AND TO ALL FIXTURES AND EQUIPMENT UNLESS OTHERWISE NOTED. INSULATION. TI" I'S A %AOIATION OF NEW YORK STATE EDUCATION SIZE. H&CW HOT AND COLD WATER WCO WALL CLEAN OUT LAW FOR ANY PERSON, UNLESS ACTING ENDED THE 990 South 2nd St. Suite 2 13. ALL FLOOR DRAINS SHALL BE EQUIPPED WITH AN APPROVED TRAP 23. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR MOTOR STARTERS H&R HOSE & REEL WG WATER GAUGE DIRECTION OF A LICENSED PROFESSIONAL 4. COORDINATE ALL WORK WITH THAT OF OTHER TRADES AS WELL AS PRIMING DEVICE (HOSE BIBB UNDER LAVATORY OR TRAP PRIMER - FOR ALL MOTORS INCLUDED IPI THIS CONTRACT UNLESS NOTED TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY.ENGINEER, Ronkonkoma, IVY 11779 THE GENERAL CONSTRUCTION. 1 PER BATHROOM). OTHERWISE. ALL STARTERS SHALL BE SIZED TO MATCH MOTOR HB HOSE BIBB WMS WIRE MESH SCREEN IF AN ITEM IS ALTERED, TIME ALTENING ENGIN O: (631) 580-6100 F: (631) 580-6101 HORSE POWER. HGT HEIGHT WO/ WITHOUT SHALL TO THE REM HIS/IGEN SE' AND THE www.jhepc.com 5. THIS DRAWING IS SCHEMATIC IN NATURE, EXACT ROUTING OF 14. INSTALL FIXTURES AND EQUIPMENT WITH VALVES, UNIONS, ETC. TO NOTATION ALTERED W FOLLOWED BY ITIS/HEN PIPING AND INSTALLATION OF VALVES, ACCESS DOORS, CLEAN ALLOW FOR EASE OF SERVICE OR REMOVAL. 24. ALL BACKFLOW PREVENTION DEVICES SHALL INCLUDE A STRAINER HP HORSEPOWER SIGNATURE AND THE DATE OF SUCH ALTERATION OUTS, ETC. SHALL BE COORDINATED IN FIELD AS DICTATED BY THE AND ISOLATING VALVES UNLESS OTHERWISE INDICATED. ALL HR HOUR AND A SPECIFIC DESCRIP'nON OF THE ALTERATION. JHE PROJECT NO. 14-1825 CONDITIONS ENCOUNTERED. 15. ALL CONCRETE FLOOR, WALL, AND FOOTING PENETRATIONS SHALL BACKFLOW DEVICES SHALL BE TESTED IN ACCORDANCE WITH NYS HW HOT WATER BE MADE WITH CORE DRILLED HOLES. PLUMBING CODE (SECTION 312.9.2) UPON INSTALLATION. 6. THE PLUMBING CONTRACTOR SHALL REVIEW THE ENTIRE SET OF HWR HOT WATER RETURN 12-1-15 Ds/jISSUE FOR PERMITTING KH/PJ DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT AND SHALL 16. ALL SLAB AND FOOTING PENETRATIONS SHALL INCLUDE LINK SEAL 25. ALL VENT PIPING SHALL BE SLOPED TO DRAIN BACK TO THE MAKE HIM(HER)SELF AWARE OF THE WORK OF ALL OTHER TRADES TYPE PROTECTION FOR WATER RESISTANT SEALS. DRAINAGE SYSTEM. HZ FREQUENCY WE 9-t DESCRIPTION AAPhIIt3V. BY WHICH MAY REQUIRE COORDINATION. IN INCH OR INCHES REVISIONS 17. CONTRACTOR SHALL CUT AND PATCH AS REQUIRED. PATCHING 26. ALL DOMESTIC POTABLE WATER PIPING SHALL BE FLUSHED AND IPS IRON PIPE SIZE 7 MAKEDE VALVES, WATSS ERRS IN HAMMERALLS AND ARRESTERS, IETC.SAS READI REQUIRED TO PATCHINSHALL G SHOALLHPATCH INC UDE IPROPERAFLASHING ANDFINISH COUNTER OTHERS. NYSDISINFECTED PLUMBINGAND CODE (SECTION TESTED CIN ERTIFICATE F CATEWITH OFTHE KW KILOWATT TOWN 4 OF SOUTHOLD ACCESSIBLE. COORDINATE LOCATION OF ACCESS DOOR WITH FLASHING OF ALL VENT PENETRATIONS, ROOF DRAINS, PIPE PERFORMANCE AND LABORATORY TEST REPORT TO LOCAL KWH KILOWATT-HOUR sw= COUNTY, ���`�A' YORK FIELD INSTALLADURING ION C ONS RUCTIONTER HAMMER ARRESTERS, ETC. IN PORTPEENETRATIONS. AANYEAAND ALL ROOF PENETRATIONTO SEAL ALL IN REPAIRS SHALL G ROOF AUTHORITIES FOR THEIR APPROVAL. BE BY A QUALIFIED PROFESSIONAL AND SHALL NOT VOID ANY 27. FURNISH AND INSTALL A DRIP PAN WITH AN INDIRECT DRAIN TO HIGHWAY MAINTENANCE GARAGE 8. ALL GAS-FIRED EQUIPMENT SHALL BE SUPPLIED WITH GAS PIPING GUARANTEES ASSOCIATED WITH ROOFING MATERIALS OR AN APPROVED POINT OF DISCHARGE UNDER ALL WATER HEATERS AND SITE IMPROVEMENTS AS PER THE EQUIPMENT SHALNEW YORK L HAVE ATD RT F EG, UNIIONUEL GAS OADND GASE. C COCK.PIECE OF INSTALLATIONS. AS REQUIRED BY THE NYS PLUMBING CODE. LEGEND , �-r-i THANPROVIDE A LINE GASTED PRESSURE.TOR IF EQUIPMENT REQUIRES LOWER 18. ALL gASEWASTE AND OF THE STACKTWITHCKS FINISHEDLWALLEPLATE INNOUT AT F FINISHED HE 28• THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL 'CIRCUIT ��O�H�Jyi°; NOTESND I f WALLS. SETTER PLUS CALIBRATED BALANCE VALVE MANUFACTURED BY �l' � y0 O BELL AND GOSSETT . FURNISH AND INSTALL TEST PLUGS FOR 9. ALL CONNECTIONS TO SERVICES PROVIDED BY OTHERS SHALL BE PRESSURE OR TEMPERATURE READINGS ON ALL HOT WATER `��' ?- r McLEAN COORDINATED WITH THE G.C., OWNER, OTHER ASSOCIATED 19. FURNISH AND INSTALL WATER PRESSURE REDUCING VALVE AND ;..;,� " ASSOCIATES, CONTRACTORS AND UTILITY COMPANIES AS REQUIRED. THIS PRESSURE RELIEF VALVE IN ACCORDANCE WITH THE NYS PLUMBING RETURN BRANCH PIPES. THE PLUMBING CONTRACTOR TO FURNISH CC ENGINEERS 437 p ,r o Ityt� CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF NEWCODE AND LOCAL WATER COMPANY AT THE INCOMING WATER VARIABLE ORIFICE FLOW METER AND CIRCUIT SETTER BALANCE u., SERVICES, CONNECTIONS TO NEW PIPING AS PROVIDED BY LOCAL SERVICE, OR AS OTHERWISE REQUIRED, ON ALL DOMESTIC WATER VALVE CALCULATOR MANUFACTURED BY 'BELL AND GOSSETT'. ��� �� Designed BY: �$/�® Scale: �$ � Ia+ No. UTILITY COMPANIES AND ALL UTILITY CONTACTS RELATED TO FIELD SYSTEMS IN EXCESS OF 80 P.S.I. SUPPLYING THE BUILDING. UPON INSTALLATION AND TESTING OF ALL HOT WATER RETURN ;�;"o 0�1 51 CONDITIONS AND WORK, CONTACT THE WATER COMPANY PRIOR TO BIDDING TO OBTAIN SYSTEMS, THE PLUMBING CONTRACTOR SHALL TURN OVER TO ~�r�01 r- S1U�P� Drawn B'° DS/JBDate: OCT. 2015 THIS INFORMATION AND ALL OTHER REQUIREMENTS PERTAINING TO OWNER, FLOW METER AND CALCULATOR. _ 10. ALL PENETRATIONS THROUGH FLOOR ASSEMBLIES, CORRIDOR WALLS THE WATER SERVICE. Arov `� ��� File No. � 108a00� CONSTRUCTION KEY NOTESX 1. SUPPORT DOMESTIC H&CW PIPES FROM BAR JOISTS. ALL PIPES SHALL BE COPPER, TYPE 'L', INSULATED & LABELED. SEE DOMESTIC WATER RISER DIAGRAM FOR PIPE SIZING. 2. 1-1/4" DIAMETER DOMESTIC WATER DCV. BASED ON FEBCO MODEL 850. PROPERLY SUPPORT DEVICE AND MAINTAIN REQUIRED CLEARANCES. 3. 2" UNDERGROUND WATER SERVICE. ROUTE UNDERNEATH BUILDING AND UP THROUGH SLAB INTO WATER CLOSET. COORDINATE WITH CIVIL DRAWINGS. 4. GAS-FIRED WATER HEATER, WH-1 IN WATER CLOSET. SEE INSTALLATION DETAIL & SCHEDULE. ROOF —_3/4,' -- -- V, - 1-1/4" r-3/4» 3/4» -� 1» --�1-- -- -- --1» _-1-1/4" - -- 1-1/4" _ ,> I - - r 1-1/4 I i HW i FLTR i NEATER FFHB i DCV 3/4" H C C H C H C C C H C C H C KS REFR. SHI i LAV UR WC F SS i WC LAV FFH B BREAK LOCKER MEN'S WOMEN'S NEW 2" FFHB ROOM ROOM BATHROOM EW BATHROOM UTILITY ROOM L r FFHB UNDERGROUND i ?'3/ ' 3/4" DOMESTIC WATER GROUND FLOOR SERVICE. UNDERSLAB DOMESTIC WATER I IAC AM * DOMESTIC COLD WATER AND HOT WATER PIPE SIZES COMPLY WITH TABLE E101 B, E102 AND E103A.2 OF THE NEW YORK STATE PLUMBING CODE. FFHB - - -- --- - -- -- --- ---- I ' t l - HYDRAULIC ROOM FLUID STORAGE AREA W/ FLOOR CONTAINMENT --- - PARTS STORAGE BREAK ROOM KS - - -- - - -- j : I I I is REFR I I LOCKERS (I S STORAGE C I w j i o f r I ["�LAV MENSS: U R WC MAINTENANCE SHOPEW DF LAV WELDING L WC I WOMEN !T IS A VIOLATION of N YORK STATE EDUCOMON Jacobsen & loran EnCrineG'rinq, P.C. LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 UTILITY DIRE"ON Off' A LICENSED PROFESSIONAL EI'aGIN RonkonkomaNY 11779 _ TO Alamo P44 ITEM ON THIS DR01I 3G IN ATP' WAY. � .,. - __..___: IF AN IMA IS AI:;IFR , TIE ALTERING ENGINEER O: (6:31) 580-6100 F: (631) 580-6101 I 2 I -- - SHALL AFFIX TO THE frEM HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOXE- HIS/ISE www.lhepc.com i 4SIGNATURE AND THE AI L O� SUCH A0���1�0�� I) Q SPECIFIC DMRIPHaN Or SIE , LXIrON. JHE PROJECT NO. 14-1625 I I 12-1-15 ISS/JIB ISSUE FOR PE MIMING KH/IBJ I TIRES �AIE DESCRIPTION PROV. BY OFFICE 2 OFFICE 1 REVISIONS I — — — — — — — — — — --r--— — — COUNTY, T N SOUTH - ---- -- a <+: A w � '� YORK r : I rHB HIGHWAY MAINTENANCE : I ___ __ AND SITE IMPROVEMENTS FFHB ;' FFHB j 3 GROUND FLOOR DOMESTIC WATER FROST-FREE HOSE BIBB (TYP-4). --�J'�-- O���E �` CONSTRUCTION S T I�.J! C T I P LA - y0 0 cop� L. K. McLEAN ASSOCIATES, P.C. ' �YCONSULYING EPlt VEERS 437 SW(fil ONUM RD., E90WAVEN, NEW Y= 11719 � y 0' 4' 8' 16' �s � igned BY: DS/J® Scoff): AS NOTED Shy No. (DAM GROUND FLOOR DOMESTIC WATER CONSTRUCTION PLANscvs��r-ti' 1/8" — 1'-0" �� yUss�o� Drawn W. D. /JB OCT. 2015P 1 M �.. .� Approved sy: KH/PJ File No. 13105®000 CONSTRUCTION KED" NOTESX 1. SANITARY PIPE UNDER SLAB (TYP). SEE SANITARY RISER DIAGRAM FOR PIPE SIZING. 2. 4" DIAMETER HOUSE TRAP IN PIT, W/ FRESH AIR INTAKE. SEE CIVIL DRAWINGS FOR CONTINUATION TO NEW SEPTIC SYSTEM. 3. COORDINATE SLEEVE PENETRATION THROUGH FOUNDATION WALL. 4" VTR TO NEW SEPTIC SYSTEM 2» �2" _ ._ _ ._. . .. .. _._._.. .. __.._..._..__. _ -___---..._.__ _ . _... _....... I I I I N I I I I LAV !I LAV i I I I i 3 DRIP PAN WC WC DF I EW I SS I I I I „ FCO FD UR I I FD I 2" FD ( SI-1L29 FAI FCO 4" 2» FU TO NEW 4» 4» 4, 4" SEP HOUSE SYSTEM TRAP AS IT I I * SANITARY PIPE SIZES COMPLY WITH SECTION 710 OF THE NEW YORK STATE PLUMBING CODE. �\ * VENT PIPE SIZES COMPLY WITH SECTION 916 OF THE NEW YORK STATE PLUMBING CODE. `--EXTERIOR LINE �-. * ALL PIPES TO BE PITCHED Y4" PER FOOT. OF BUILDING. HOUSE TRAP PIT, SEE SITE PLAN KS i i r SH i FD 1 i i i i FD rr I ILA IPI O �9�J t STATE Jacobsen & -loran L:g roes Tincg, P.C. �'� 1AW FOR ANY PERSON, UNLE35 A..flNG UNDER THE 990 Soufh end Cf. Suife 2 SS DIRECVION OF A LICENSED PROFESSIONAL ENGINEM, Ronkonkoma, IVY 19779 ?12) we FLAN TER AN TE D,THE A �GI�ERN O: 631 580-6100 F: 63/ 580-61S AFFIX O ` HE ITEM HIS/MER � AND THE � � ( � 01 �lOTAAON 'A TERED I3Y- FOLLOWED BY PIIS/HERwwvv.jhepc.com EWLAV(xUR SIGNATURE AND THE DATE OF SUCH ALTERATION DF WC AMID A SPECIFICI31CI�iRIIt99� OF °fI�IIr ALTERATION. JHE PROJECT n10. 14-1$25 ISSUE FOR PERM1rI7NG - -- - BCH/IBJ FD [DATE BY DESCRI"ON A PROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK M.L HIGHWAY MAINTENANCE GARAGE D SITE IMPROVEMENTS UNDER SLAB SANITARY FCO WH ,�ti\�`� �%y CONSTRUCTION PLAN P.C.CO L. K. McLEAN ASSOCIATES, Z r CONSULTING ENGINEERS 437 SWM WNW Imo., MWOKHAM, MAY Y= 11719 1 2' 4' 8' U m NDER SLAB SANITARY CONSTRUCTION PLAN 2� �� I9e��i�n�a3 BY: DS/� �I�: �� NOTED �o�, a,3 57 3 �� Dr��n ��� 0�/J OCT. 2015 SCAL>� V4'-1'-0' 1/4" = 1'-0" Esslo� �� Approved By: KH/PJ File No. 13108.000 CONSTRUCTION KEY NOTES- 1. OT1. 4" DIAMETER VENT THROUGH ROOF. 2. 4" DIAMETER HOUSE TRAP IN PIT, W/ FRESH AIR INTAKE. SEE CIVIL DRAWINGS FOR CONTINUATION TO EXISTING SEWER SYSTEM. 3. INSTALL STAINLESS STEEL DRIP PAN UNDER WATER HEATER WITH TRAPPED DRAIN TO SANITARY SYSTEM. 4. SEE SANITARY RISER DIAGRAM FOR VENT PIPE SIZING AND LOCATION. 2 ........ . . .. . - -_.._ _. ..._ .... _..__-- -- -. . _. -_ . _.. _...--.- _ _... HT FAI r _. ._.---- _ _....... _.._.. .k HYDRAULIC j j ROOM ®FCO FLUID STORAGE AREA W/ FLOOR CONTAINMENT _....w..m_...._- --- WCOIF i ' PARTS STORAGE i I BREAK ROOM KS 6,_} - ---- - -- - ----------- - --- j REFR S H „ FD STORAGE -- - -1 ® w o ;LOCKERS (15) _ i FD MEN ® - SS LAV U R WC MAINTENANCE SHOPEW om- VTF2y t DFdLAV WELDING WOMEN WC FD ' ' ! 3 whim ITI ® �� Or YIsrATf� EDUCATIONJacobsen & Horan Engineering, P.C. UTILITYi LAW FAIR ANY PEI ON, UNLESS AC-nNG UNDER THE 900 South 2nd St. Suite 2 FCO j - - - - - . -. ._ .. , , DIRECTO�I OF A LICENSED PROFESSIONAL! ENGINEER, Ronkonkoma, fV Y 11770 _ TO I T `v Aj% P-M ON THIS DRA'VI ING IN d''( W (. ! IF d M IS rALTERED THE ALTERING ENGIN _.. _—�-, - -- -- --- -- - SHALL I TO rW ITEM HIS/HERO: (63 I) 580-6100 F. (63 I) 530-6101 - www.jhepc.corn �. NO'rA'nON ALTERED FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Jf1C PROJECT NO. 14-1325 L 12� —15 D /a! ISSUE FOR �'EIII rl�GI�I,✓'I'J TIRES DATE BY DESCRIPTION APPROV. BY OFFICE 2 OFFICE 1 REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 1 } HI - - AND SITE IMPROVEMENTS - GROUND FLOOR OF HJ ,yQ a' °; SANITARY CONSTRUCTION PLAN 3; 2 ` a K. McLEAN ASSOCIATES-, P.C. y wCONSULTING ENGINEERS 437 SQU 1 'MARY W, RNMVEN, NEW V= 11719 W o' 4' 8' 1 C' �2U� 3 Designed y: DS/JB Scale: AS NOTED �I3�� No. vj - 0"SCALIE:GROUND FLOOR SANITARY CONSTRUCTION PLAN o�, �735 � _ ve°�r-o° 1/8" = 1'-0„ q� ss,o ¢'' r _ �: OCT. �� �o.. .__._. P � ay, KH/PJ FIIie No. 13108.000 CONSTRUCTION KEY NOTESX 1. 3" CPVC COMBUSTION AIR AND VENT PIPES FROM GAS FIRED WATER HEATER, WH-1 IN UTILITY ROOM. ROUTE COMBUSTION AIR/VENT TO ROOF. SEE MECHANICAL ROOF PLANS FOR ADDITIONAL NOTES. 2. BLACK STEEL NATURAL GAS PIPE (TYP). 3. PLUMBER TO COORDINATE WITH NATIONAL GRID TO DETERMINE IF REGULATOR IS NEEDED TO SERVE THE BUILDING. .. ................. . ........_ . - ._ __....-_ ROOF ...-. .. _ I UH-1 FROM IV-3 950 CFH rD i� 0 FROM EF-3 4" 3" 3,> 2" r GAS FROM BELOW I MEZZANINE TO UH-1. rD rD b i WATER UH-3 UH-2 NEW EXTENDED 2" HIGH 3�4,>R 1/2" 3/4" PRESSURE GAS MAIN. 125 CFH 300 CFH SEE CIVIL PLANS FOR a-p 200 CFH i � CONTINUATION. Ri' rD GROUND FLOOR FROM TX EXH i 2" � ! I CAS RISER DIAGRAM * LE 402.4 1 OF THE NEW YORK STATE FUEL GAS CODE. o GAS PIPE SIZES COMPLY WITH TAB O VTR I' i ..-------------- ...---------- ----...----- - -------r----- --------------"----------'------- ---- I ' i HYDRAULIC UH-3 FROM WH--181 j ROOM FLUID STORAGE AREA ! j W FLOOR CONTAINMENT -w -_ -/ Jj PARTS STORAGE BREAK ROOM ! - f TO UH-1 IN MEZZANINE. i :LOCKERS (15)� � - A STORAGE •-. i /l W ( lig 2 i ' it UH-2 MEN ? 'M' "EZZ MAINTENANCE SHOP 2 �N N � '� U l�L �A ��UI '�o a � N PLA'1\\1 WELDING WOMEN Jacobsen & Horan Enineerinc , P.C. rr IS A VIOLATION OF NEW YORK STATE EDUCATION j LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 ors cars -as ass as vas cans vns W cans as cans fins W 'D1TdE4`I"ON OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma NV 11779 TO ALTMt M L Il,9 ON THIS DRAWING IN AW WAY. IF AN rrr-JJ IS ALTERED, TNS ALTERING NDINO: (831) 580-6100 F: (631) 580-6101 _ SHALL AFFIX TO THE TTEM HIS/HER SEAL AND THE �riww.jhepc.com UTILITY I - - _ " FOLLOWED E1f HIS/HERNOfATIDN 'ALTERED BY 2 SIGNATURE AND THE ?ATS OF SUCH ALTERATION N ANDA SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 12-1-15 DS/JB ISSUE FOR PELZMn"!`ING KH/PJ✓j F, DATE BY D✓ CRIPTI®N APPROV, By L TIRES REVISIONS TOWN OF SOUTHOLD OFFICE 2 OFFICE 1 SUFFOLK COUNTY, NEW YORK HIGHWAY MAINTENANCE GARAGE i AND SITE IMPROVEMENTS -=' Ni�T r GROUND LOOS MEZZANINE a NATURAL GAS CONSTRUCTION PLAN co aK. t-jJc NA&SOCIA a 'a 437 WMI COUNMY W., 00MIAV , NEW TM 11719 0' 4' 8' 16' �0 0735'13 Dulgri Dy: Scala: ANOTED Shoat No. (DSCAM GROUND FLOFLOOR NATUI?AL 'AS CONSTRUCTION PLAN Drawn,,��q���ssio�A��` �L�ro��a ��: �� OCT. 215 vW_T_ � 1/8" = 1'—O" . . Approved By: KH/PJ File No. 13108.0U0 P PER THE LISTING OF THE EQUIPMENT, 0" �® CLEARANCE TO COMBUSTIBLES IS REQUIRED. A ITARY + VENT CALCULATIONS SCSI UL. �- t 8-3/ -3/4" NO. OF DRAINAGE FIXTURE TOTAL DRAINAGE DESIGNATION FIXTURE TYPE DRAIN VENT CW HW TYPE OF FIXTURE FIXTURE UNITS '4- FIXTURES UNITS/ FIXTURE (FU) MANUFACTURER PROVIDED CONCENTRIC VENT KIT ROOF TRUSSES LAV LAVATORY 142 1-Y4" Y2" Y2" 24" OC. (TYP). (TYP). LAVATORY 2 1 2 SH SHOWER 142" 1 Y4" Y" Y2" L WATER CLOSET 2 4 8 WC WATER CLOSET bu 4» 2» /4» URINAL (FLUSH TANK) - (1 GAL PER FLUSH) 1 4 4 UR URINAL (FLUSH VALVE) 2" 144" SHOWER 1 2 2 SERVICE SINK 1 2 2 SS SERVICE SINK 142" 1 Y4" Y2» Y2" LOCATE EXHAUST VENT TERMINAL PER FGCNYS, SECTION 503.8, ITEM 3 (12" MIN. CLEARANCE KITCHEN SINK 1 2 2 KS KITCHEN SINK 1 Y2" 1-Y4" Y2» Y2» FROM AIR OPENING INTO BUILDING). EWC ELECTRIC WATER COOLER 1 Y2" 1-Y4" Y2COMBUSTION AIR INLET. " - DRINKING FOUNTAIN 1 Y2 0.50 - EYE WASH 1 2 2 DF DRINKING FOUNTAIN 1 -Y2" 1-Y4" Y2" - k; FLOOR DRAIN 3 2 6 FFHB FROST-FREE HOSE BIBB WATER HEATER 1 Y2 050 FLASHING. CONDENSATE . FD FLOOR DRAIN 3Y2 " 1- " - - ROOF ASSEMBLY. SEE ARCHITECTURAL DRAWINGS TOTAL 29.0 FOR CONSTRUCTION MATERIALS. EW EYE WASH 1-Y2" 1-Y4» Y2" Y2" 1. DRAINAGE FIXTURE UNITS PER FIXTURE AS PER TABLE 709.1 OF THE NYS 1. CW & HW FIXTURE SUPPLY PIPE SIZES COMPLY WITH TABLE 604.5 OF THE NEW YORK STATE PLUMBING CODE. COMBUSTION AIR PLUMBING CODE. 4 2. DRAIN SIZES COMPLY WITH TABLE 709.1 OF THE NEW YORK STATE PLUMBING CODE. PIPE AROUND THIMBLE. 2. ALL VENT SIZES AS PER TABLE 916.1 OF THE NYS PLUMBING CODE. 3. VENT SIZES COMPLY WITH TABLE 916.1 OF THE NEW YORK STATE PLUMBING CODE. VENT PIPE (TYP). 3. AS PER TABLE 710.1(1) OF THE NYS PLUMBING CODE (Y$" SLOPE PER INCH), 29 FIXTURE UNITS WOULD REQUIRE A MINIMUM OF 3" DIA. SANITARY PIPE. 4" DIA. USED ON PROJECT. �` MINIMIZE THE NUMBER OF ELBOWS WHEREVER POSSIBLE. WATER SUPPLY CALCULATIUNS FEXHAUST VENT PIPE FLOW LOAD TOTAL FLOW RATE TOTAL LOAD COLD WATER FRICTION TYPE OF FIXTURE NO. OF PER FIXTURE PRESSURE VALUES PER VALUES TOTAL ESTIMATED PIPE SIZE VELOCITY LOSS FIXTURES GPM PER FIXTURE FIXTURE (WSFU) DEMAND (FT/SEC) (GPM) (PSI) (WSFU) (WSFU) (GPM) (IN) (FT/100FT) LAVATORY (PUBLIC) 2 2 8 2 4 CONDENSATE TRAP - LAVATORY (PRIVATE) 0 2 8 0.7 0.0 CONDENSATE DRAIN WATER CLOSET TO SUITABLE DRAIN (FLUSH TANK) 2 3 8 5 10 AIR INTAKE PIPE URINAL 1 15 15 5 5 SHOWER (NO TEMP CTRL) 1 3 8 4 4 47.65 29.1 1-Y4" 6 7 KITCHEN SINK 1 2.5 8 1.4 1.4 SERVICE SINK 1 3 8 3 3 GAS-FIRED WATER GAS ELECTRIC WATER COOLER 1 0.75 8 0.25 0.25 HEATER SUPPLY LINE DRINKING FOUNTAIN 0 0.75 8 0.25 0.00 CONDENSATE DRAIN HOSE BIBB 4 5 8 5 20 �- - MANUAL GAS t 1. 'FLOW RATE PER FIXTURE' AND 'FLOW PRESSURE PER FIXTURE' AS PER TABLE 604.3 OF THE NYS PLUMBING CODE. T SUPPLE( LINE 2. LOAD VALUES AS PER TABLE E-103.3(2) OF THE NYS PLUMBING CODE. TO HOT WATER SHUT-OFF VALVE 3. 'ESTIMATED DEMAND' AS PER TABLE E103.3(3) (PREDOMINANTLY FLUSH TANKS) OF THE NYS PLUMBING CODE. FAUCET(S) WATER DRAIN SEDIMENT CA -FIR TAI�IKL HEATER L VALVE TRAP COLD WATER TO DRAIN SUPPLY PIPE CONNECTIONS STORAGE RECOVERY ELECTRICAL UNIT NO INPUT OUTPUT 1=FF. CAPACITY RATE @ (IN) WGT DIMENSIONS (MBH) (MBH) (�) RISE DEPTH X HGT MFR. & MODEL NO. 1. WATER HEATER SHALL BE WALL MOUNTED. 9 A (GAL) WATER WATER GAS COMB RELIEF (LBS) (IN) 2. PLUMBING CONTRACTOR SHALL FURNISH & INSTALL ALL MATERIALS ASSOCIATED WITH WALL (GPH) IN OUT IN AIR VENT DRAIN VALVE V/PH/HZ FLA MOUNTING.3. WATER HEATER SHALL BE INSTALLED BY PLUMBING CONTRACTOR INCLUDING ALL REQUIRED WH-1 200 188 94 - 252 3/4 3/4 3/4 3 3 1 3/4 120/1/60 2 82 9-%4 X 27-Y2 RHEEM, RTGH-95DVLN PIPING VALVES, THERMOMETERS & DRAIN PAN. 4. FIELD VERIFY THE EXACT LOCATIONS OF ALL DOMESTIC WATER HEATERS. NOTE: PROVIDE WITH 12 YEAR ON HEAT EXCHANGER, CONCENTRIC VENT KIT MODEL # SP20245 5. DRAIN SHALL BE ROUTED TO NEAREST DRAIN. * GAS-FIRED WATER HEATER VENTING AS PER SECTION 503.2.3 AND SECTION 503.8, ITEM 3 OF THE NEW YORK STATE FUEL GAS CODE, AS WELL AS PER THE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AND THE LISTING THE EQUIPMENT. NARNW.; Jacobsen & Horan Engineering, P.C. IT IS A VIOLATION OF NEW YORK STATE EDUCATION --- LAW FOR ANY PERSON, UNLESS ACTINO UNDO THE 990 South 2nd St. Suite 2 DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 11779 TO ALTER AN ITEM ON THIS DRAWING IN AN)f WAY. IF AN ITS IS ALTERED, THE ALTERING ENGIN O: (631) 580-6100 F: (631) 580-6101 SHALL AFFIX TO THE 17EM HIS/HER SEAL AND THE NOTATION! 'ALTERED RYA FOLLOWED BY HIS/HETI www.jfrepc.cam SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE AL 'LION. JHE PROJECT NO. 14-1825 12-1-15 DS/JR ISSUE FOR PERMIITTING KH/PJ DATE BY DESCRIPTION) APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NVW YORK h4 �" HIGHWAY MAINTENANCE GARAGE AND SITE IMPROVEMENTS ° "J.. 0 , SCHEDULESAND DETAILS cow -57 L. K. P.C. Sheet Na. 1 SCHEDULES 2 SAS-FIf�Ef� 'VVTEI �-�E�TE�� DETAIL. '�'O'b9 7357`3 ��.� Dslgrsd : � /J Sct�le: AS NOT�.D s5►oN ,; Drawn : �S/J� : ocr. 2015 P5 SCALA N.T.S� !_ SCALY P1T.S Approved By: KW/PJ File Na. 13108.000 HANGER ACI LF FEBCO MODEL 12" MIN. F850 DCV CLEAR. DEVICE. MAX. HOR. MAX. VERT. TEST COCKS PIPING MATERIAL SPACING SPACING UTILITY (FT) (FT) I-BEAM OR BAR JOIST INTERIOR ROOM TYP-4 . ABS PIPE 4 10 (b) (iYP) DIRECTION =D BEAM CLAMP, B-LINE, z Lou ALUMINUM TUBING 10 15 FIGURE B3033, MALLEABLE J - BRASS PIPE 10 10 IRON, SIZE PER MFR. z L w o RECOMMENDATIONS. _ z THREADED ROD SIZE TO 0 1-1 0 CAST-IRON PIPE (a) 5 15 MATE W/BEAM CLAMP & PROVIDE LEAD FLASHING I �� COPPER OR SUPPORT WGT. OF PIPE, WITH 12" FLANGE, 3 ' MINIMUM 2-1/2" LBS COPPER-ALLOY PIPE 12 10 CONTENTS & HANGER (/s PER SQUARE FOOT. CRIMP LEAD FLASHING FOR 3" & SMALLER PIPE; COPPER OR Y2" FOR 4" OR LARGER SET LEAD FLANGE IN NEATLY DOWN INTO TOP COPPER-ALLOY TUBING 6 10 BED OF MASTIC. OF VENT PIP ABOUT 1". (1 Y4" & SMALLER) HFNiIS STYLE PIPE MINIMUM 12" ABOVE ROOF. HANGER, B-LINE, FIGURE PROVIDE MASTIC AT COPPER OR B3100, SIZE PER PIPE & EDGES OF ROOFING I I TWO PLIES OF ROOFING �CT I O N COPPER-ALLOY TUBING 10 10 LOAD. FELTS. I I FELTS AND MASTIC (142" & LARGER) I I OVER LEAD FLANGE. GROUND JOINT WALL CROSS-LINKED 2e=41 32" 10 (b) — PIPE ROOF INSULATION GAS UNION M POLYETHYLENE (PEX) PIPE IN 8 — ROOF DECK COCK TO APPLIANCE 7AE CROSS-LINKED POLYETHYLENE ALUMINUM / PROVIDE SLEEVE IF MIN 30" CROSS-LINKED POLYETHYLENE 32" 4 REQUIRED BY TYPE OF ANCHOR PIPE TO ROOF DECK OR CLEARANCE JOISTS WITH U-BOLT AROUND PIPEPEX-AL-PEX WOOD RAFTER/BEAM TYP ROOF DECK. PLUGGED 1/8" SEE NOTE 2( ) ( ) MINIMUM 12" AND ANGLE IRON WELDED OR _ NPT TEST GAUGEKS( ) BELOW ROOF. SCREWED TO DECK OR JOIST. �o CPVC PIPE OR TUBING, 1" ANGLE CLIP, CONNECTION 3 10 b B-LINE, HUBLESS PIPE CONNECTIONS UTILITYSMALLER ( ) FIGURE 83060, MALLEABLE PROVIDE PIPE INCREASER SEDIMENT TRAP INTERIOR1 1111 i ON CAST IRON PIPE. ROOMROM _ IRON, SIZE PER MFR. WHERE REQUIRED TO MAKE * AS PER SECTION 408 & 409 OF THE NEW YORK STATE FUEL WALL W/KINDORF CPVC PIPE OR TUBING, 4 10 (b) RECOMMENDATIONS. MINIMUM 3" VENT THRU R GAS CODE STRUCTURE. 144" & LARGER STEEL PIPE 12 15 = MATEAW/BEAMROD CLAMPSIZE T& REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE SUPPORT WGT. OF PIPE, VTR MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET PLAN LEAD PIPE CONT. 4 = s „ HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING NOTES: CONTENTS & HANGER (/$ OPENING OR FRESH AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL 1. THIS DEVICE MUST BE PROTECTED AGAINST FREEZING. PB PIPE OR TUBING 32" 4 = FOR 3" & SMALLER PIPE; SURFACE. PROVIDE Y2" FIBERGLASS INSULATION WITH ALL-SERVICE 2. TEST COCKS MUST BE POSITIONED TO FACILITATE TESTING Y2" FOR 4" OR LARGER JACKET ON VENT PIPE INSIDE BUILDING, WITHIN TEN FEET OF VENT (30" MIN. CLEARANCE). POLYETHYLENE PIPE). THRU ROOF LOCATION. AT CONTRACTOR'S OPTION, HE/SHE MAY 3. ALL CONNECTIONS, TEE'S, HOSE BIBBS, IRRIGATION, ETC. ALUMINUM / 32>' 4 = USE A NEOPRENE OR FLEXIBLE PVC COUPLING CLAMPED TO DOWNSTREAM OF DEVICE. POLYETHYLENE = FLASHING AND COUNTER FLASHING WITH ROOFING CONTRACTOR. 4SHALL BE INSTALLED AFTER. PROPER MAINTENANCE MUSE (DOWNSTREAM) PERFORMED. PE PIPE CLEVIS STYLE PIPE 5. DEVICE MUST HAVE USC FOUNDATION FOR CROSS CONNECTION PVCC PIPE PIPE 4 10 (b) = HANGER, B-LINE, FIGURE CONTROL APPROVAL. B3100, SIZE PER PIPE & * AS PER SECTION 904 OF THE NEW YORK STATE PLUMBING CODE 6. DEVICE CAN BE INSTALLED VERTICALLY IF ON NYS DOH STAINLESS STEEL 10 10 (b) LOAD. 7. DEVIAPPCEVED MUSTSBEFOR VERTICAL INSTALLATION. ADEQUATE Y SUPPORTED TO PREVENT DRAINAGE SYSTEMS LATERAL MOVEMENT. DEVICES 2" AND LARGER SHALL BE a THE MAXIMUM HORIZONTAL SPACING OF SUPPORTED TO THE FLOOR. CAST-IRON PIPE HANGERS SHALL BE 8. A SEPARATE SHUT OFF VALVE SHALL BE INSTALLED UPSTREAM INCREASED TO 10 FEET WHERE 10-FOOT PIPE OF THE DOMESTIC WATER ASSEMBLY. LENGTHS OF PIPE ARE INSTALLED. 9. ADEQUATE LIGHTING SHALL BE PROVIDED. 10. DEVICE MAY NOT BE INSTALLED HIGHER THAN 5'-0" ABOVE b MIDSTORY GUIDE FOR SIZES 2" & SMALLER. THE FLOOR OR A FIXED PLATFORM IS REQUIRED. * AS PER SECTION 308.5 CF THE PLUMBING CODE OF NEW YORK STATE. 11. WHERE THE DISTANCE BETWEEN THE WATER METER THE ** AS PER SECTIONS 407 & 415.1 OF THE FUEL GAS CODE OF NEW YORK STATE. DEVICE IS GREATER THAN 10' ALL EXPOSED PIPING MUST BE LABELED EVERY 5' DISPLAYING THE WORDS "FEED TO BACKFLOW PREVENTER DO NOT TAP" DSCNE SUSPENDED PLUMBING PIPING SUPPORT DETAIL 2VENT THRU ROOF (VTR) DETAIL 3 OAS EQUIPMENT TIE IN DETAIL (DscxEDCV DETAILAND NOFATES KTA SCALA KT.& scA UTA KT.& ELASTOMERIC SEAL ELEMENT ° ° ELASTOMERIC SEAT_ ELEMENT ° .Qa° ' a BOLT a BOLT PRESSURE PLATE PRESSURE PLATE LAVATORY OR SINK (TYP). CORE DRILLED HOLE STEEL WALL SLEEVErr '� yIOLATION YORKS7A7E EDUCATIONJacobson & Horan ! n neerinc/, fes.C. PRIME-EZE WATER SAVER TRAP PRIMER, LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 JAY R. SMITH, FIGURE NO. 2698. DIRECTION OF A LICE LASED PROFESSIONAL ENGINEER, Ronkonkoma, NY 11779 ESCUTCHEON PLATE (BOTH ESCUTCHEON PLATE (BOTH TO ALTER AN rTEM ON THIS CRATING IN WAY. SIDES OF OPENING) SIDES OF OPENING) WALL ESCUTCHEON. IF AN I7EM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 SHALL AFFIX TO THE rrEM PIIS/PIER SES AND TIME a Y2" PIPING IN WALL & www.jtiepc.com WALL a a o WALL FLOOR. SIGNATURE Ae'JII3 C�ATEOF OO�I-I ALTERATION v AND A SPECIFIC OESCRIFTION OF THE ALTERATION. ` � . : ° . . • ' . ' JHE PROJECT NO. 14-1825 ANCHOR COLLAR / 2" �°•�- �� WATER STOP/CONTINUOUSLY 12®1-95 CJS�a� IS�SIIEFtIII��C AFI/�J WELDED ON BOTH SIDES GATE Te 1 DESCRIP'TItIN HRCT/. 13Y FLOOR DRAIN, W/ TRAP IL.L.o ® 1 �'I I (SEE CONSTR. PLAN FOR (- REVISIONS LOCATION). - _ . F TOWN Off' S UT L NOTES: 1 . BASED ON LINK SEAL, MODEL LS. SUFFOLK COUNTY, NEW YORK 2. SLEEVE SHALL BE 2 PIPE SIZES LARGER THAN THE * AS PER SECTION 1002.4 - "TRAP SEALS" OF THE NEW YORK STATE HIGHWAY MAINTENANCE GARAGE PIPE PASSING THE WALL. 3. PIPE SLEEVES ARE ONGACCORDANCE WITH SECTION PLUMBING CODE. AND SITE IMPROVEMENTS 305.4 & 305.5 OF THE NEW YORK STATE PLUMBING - - CODE. 0V N yY� DETAILS J f y0co dp O� r McLEAN C. IATES, P.C. MMVM OONSUL71HO ENGINEERS 437 WN CMWf 0, 0 � ,�; /J �Ie: � Shy No. 5 LA PIPE SLEEVE THRU EXTERIOR WALL DETAIL 6 KT.s FLOOR DRAIN TRAP PRIMER DETAI[ '�pRaUfi 3c OCaP�'� svi Drawn By: US/JBDate. O � 9 P SCAKTA SCAM _ Approved aa KW/PJ File No. 13 J OB.000 ELECTRICAL GENERAL NOTES ICL. LEGENDELECTRICAL ABBREVIATIONS 1. SCOPE: FURNISH LABOR, EQUIPMENT AND MATERIALS NECESSARY FOR THE INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM AS NOTES: A AMPERES MOT MOTOR SPECIFIED HEREIN AND SHOWN ON THE CONTRACT DRAWINGS. OUTLINE DESCRIPTION AND DIAGRAMMATIC REPRESENTATION OF SYSTEM 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. FBO FURNISHED BY OTHERS OPERATION AND EQUIPMENT DOES NOT LIMIT CONTRACTOR LIABILITY FOR FURNISHING AND INSTALLING COMPLETE AND OPERABLE 2. (E)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO REMAIN. AC AIR CONDITIONING UNIT SYSTEMS. 3. (R)- ADJACENT TO EQUIPMENT DENO-FES EXISTING TO BE RELOCATED. FDR FEEDER MTD MOUNTED 4. (D)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO BE DEMOLISHED. ACC AIR COOLED CONDENSING UNIT MTG MOUNTING 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE RULES OF THE NATIONAL ELECTRICAL CODE, PSEGLI RED BOOK AND ANY APP1 LICABLE DEMOLITION TO INCLUDE ALL CONDUIT, WIRE, DEVICES, SUPPI ORIS, FF FINISHED FLOOR LOCAL CODES. HANGERS, BASES, ETC. BACK TO SOURCE. AHU AIR HANDLING UNIT N NEUTRAL FIXT FIXTURE 3. THE MINIMUM SIZE WIRE SHALL BE MC CABLE WITH #12 THHN COPP1 ER. AFF ABOVE FINISHED FLOOR NC NORMALLY CLOSED PI-2,4 HOME RUN TO PANEL P1, CIRCUITS 2 & 4. FL FLOOR 4. PROVIDE TYPE WRITTEN POWER PANEL DIRECTORIES IDENTIFYING ALL CIRCUITS. AIC AMPERE INTERRUPTING CAPACITY NIC NOT IN CONTRACT 5. ALL FIRE-RATED WALL PENETRATIONS MUST BE FIRE STOPP1 ED, INCLUDING ANY PIPING, CONDUIT, CABLE TRAYS, ETC. FLA FULL LOAD AMPERES ARF ABOVE RAISED FLOOR NO NORMALLY OPEN FLUOR FLUORESCENT NTS NOT TO SCALE 6. PROVIDE ALL REQUIRED PULL BOXES AND MISCELLANEOUS HARDWARE FOR ALL CONDUIT RUNS. ALL CONDUITS SHALL BE PROPERLY PANELBOARD- REFER TO SCHEDULE FOR DETAILS AWG AMERICAN WIRE GAUGE SUPP1ORTED. GC GENERAL CONTRACTOR BHP BRAKE HORSEPOWER OC ON CENTER JO JUNCTION BOX; SIZED PER CODE 7. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. BLDG BUILDING G GROUND P POLE WIRING IN CONDUIT- 8. BALANCE PANELBOARD LOADS EQUALLY OVER THREE (3) PHASES. C CONDUIT GFI GROUND FAULT INTERRUPTING PB PULL BOX 9. UNLESS NOTED OTHERWISE, ALL EQUIPMENT INSTALLED INDOORS SHALL HAVE NEMA 1 ENCLOSURES AND ALL EQUIPMENT INSTALLED CONDUIT TURNED UP CAB CABINET HC HUNG CEILING PHASE OUTDOORS SHALL HAVE NEMA 3R ENCLOSURES. HH HANDHOLE 10. PROVIDE FLEXIBLE CONDUIT CONNECTION AT ALL EQUIPMENT SUBJECT TO VIBRATION. CONDUIT TURNED DOWN CB CIRCUIT BREAKER HP HORSEPOWER PNL PANEL 12 20A, 0/277V (HUBBELL HBL1221 BK) CKT CIRCUIT HR HOUR PWR POWER 11 . ALL PANELBOARDS AND ELECTRICAL DISTRIBUTION EQUIPMENT FURNISHED OR UTILIZED UNDER THIS PROJECT SHALL BE PROVIDED WITH SINGLE POLE SWITCH, CLG CEILING RECEPT RECEPTACLE PHENOLIC NAMEPLATES INDICATING THE PANEL NAME AND WHERE IT IS FED FROM. HT HEIGHT REFRIG REFRIGERATOR HZ HERTZ COMM COMMUNICATION RLA RATED LOAD AMPERES 12. THE GENERAL CONTRACTOR SHALL COORDINATE ALL WORK WITH TRADES, CUT/PATCH/REPAIR ALL WALL, FLOOR AND CEILING � 2 DOUBLE POLE SWITCH, 20A, 120/277V (HUBBELL HBL1222BK) CLOS CLOSET PENETRATIONS AS NEEDED, TO MATCH. j 3 THREE WAY SWITCH, 20A, 120/277V (HUBBELL HBL1223BK) INCAND INCANDESCENT 13. THE TERMS "PROVIDE" AND "FURNISH AND INSTALL" SHALL BE USED INTERCHANGEABLY TO INDICATE THAT THE CONTRACTOR SHALL CONT CONTINUATION RM ROOM FURNISH AND INSTALL DEVICE/ITEM. 4 FOUR WAY SWITCH, 20A„ 120/277V (HUBBELL HBL12248K) CORR CORRIDOR J JUNCTION BOX SD SMOKE DETECTOR 14. THE CONTRACTOR SHALL "TEST OUT" EXISTING PANELS DESIGNATED FOR USE AND VERIFY POWER AVAILABILITY FROM THESE PANELS. IF � P SINGLE POLE SWITCH WITH PILOT LIGHT, 20A, 120/277V CT CURRENT TRANSFORMER JB JUNCTION BOX SPEC SPECIFICATION POWER IS NOT AVAILABLE, THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF THE CLOSEST PANEL WHICH IS L KCMIL THOUSAND CIRCULAR MILS AVAILABLE AND HAS THE NECESSARY POWER. (HUBBELL HBL1221 PQ CU COPP1 ER SPKI..R SPRINKLER 15. UNLESS OTHERWISE NOTED, THE ELECTRICAL CONTRACTOR SHALL PROVIDE STAINLESS STEEL FACEPLATES FOR ALL LIGHT SWITCHES AND $ M MOTION ACTIVATED SWITCH, 20A, 120/277V DG DIESEL GENERATOR KVA KILOVOLT AMPERE SS STAINLESS STEEL RECEPTACLES. KW KILOWATT 2-5/8" DEEP METALLIC WEATHERPROOF OUTLET BOX DISC DISCONNECT SW SWITCH 16. ALL EXISTING LIGHTING NOT SHOWN IS TO REMAIN. MAINTAIN CONTINUITY OF ALL REMAINING LIGHTING CIRCUITS WHERE AFFECTED BY $ WP (CROUSE-HINDS TP7078) WITH SINGLE POLE SWITCH, 20A, 120V KWH KILOWATT HOUR DN DOWN ESE ALTERNATIONS. AND WEATHERPROOF UL LISTED STAMPED ALUMINUM GASKETED SWGR SWITCHGEAR 17. THE CONTRACTOR SHALL PROVIDE LAMPS AND MOUNTING HARDWARE FOR ALL NEW LIGHT FIXTURES. LF LINEAR FEET TOGGLE SWITCH COVER (CROUSE-HINDS TP7260) DWG DRAWING TEL TELEPHONE 2-5/8" DEEP METALLIC WEATHERPROOF OUTLET BOX (CROUSE-HINDS EC ELECTRICAL CONTRACTOR LRA LOCKED ROTOR AMPERES TRANS TRANSFORMER 18. THE CONTRACTOR SHALL PROVIDE A CERTIFICATE OF ELECTRICAL INSPECTION FOR THE WORK FROM THE LOCAL INSPECTION AGENCY AND $ 3-WP TP7078) WITH THREE WAY SWITCH, 20A, 120/277V (HUBBELL PAY ALL ASSOCIATED FILING FEES. HBL1223BK) AND ONE GANG EXTENDED WEATHERPROOF UL LISTED EL ELEVATION LTG LIGHTING TYP TYPICAL STAMPED ALUMINUM GASKETED TOGGLE SWITCH COVER SUITABLE FOR MAX MAXIMUM 19. E.C. SHALL PROVIDE TEMPORARY POWER AND LIGHTING AS REQUIRED. USE WITH STANDARD SWITCHES (CROUSE-HINDS TP7280) ELECT ELECTRICAL UH UNIT HEATER 20. COORDINATE UNDERGROUND CIRCUIT INSTALLATION WITH OTHER EXISTING AND PROPOSED UNDERGROUND UTILITIES. ENGAGE THE SERVICES (� DUPLEX CONVENIENCE RECEPTACLE- 120V, 20A, NEMA 5-20R (HUBBELL ELEV ELEVATOR MC MECHANICAL CONTRACTOR UON UNLESS OTHERWISE NOTED OFA UTILITY LOCATING FIRM PRIOR TO EXCAVATION. 'ti' HBL5362). MCB MAIN CIRCUIT BREAKER EMERG EMERGENCY UPS UNINTERRUPTIBLE POWER SUPP1 LY 21 . CABLE AND CONDUIT SIZES ARE BASED ON ALUMINUM CONDUCTORS FOR 100AMPS AND GREATER AND COPP1 ER FOR UNDER 100 AMPS AIN DUPLEX GROUND FAULT CURRENT INTERRUPTER (GFCI) RECEPTACLE- MCC MOTOR CONTROL CENTER UNLESS SPECIFICALLY NOTED OTHERWISE. wwP 120V, 20A, NEMA 5-20R (HUBBELL GF5362A). "WP" INDICATES INSTALL EP ELECTRICAL PANEL. RECEPTACLE INSIDE 2-5/8" DEEP METALLIC, WEATHERPROOF OUTLET BOX MER MECHANICAL EQUIPMENT ROOM V VOLT OR VOLTAGE 22. VOLTAGE DROP CALCULATIONS ARE BASED ON CIRCUIT LOADING AND DISTANCES GENERALLY AS CIRCUITED ON PLAN. IF ALTERNATE (CROUSE-HINDS TP7078) WITH HORIZONTAL GFCI WEATHERPROOF EQ EQUAL W WATT CONDUIT ROUTING, CIRCUIT LOADING, OR CONDUCTOR MATERIAL IS PROVIDED, VERIFY VOLTAGE DROP. SELF-CLOSING COVER (CROUSE-HINDS TP7236) MFS MAIN FUSED SWITCH EQPT EQUIPMENT W/ WITH 23. UNLESS OTHERWISE NOTED, CIRCUITS HAVE NOT BEEN DERATED FOR CONDUCTOR BUNDLING, NOR HAVE CONDUITS BEEN SIZED FOR DOUBLE DUPLEX RECEPTACLE- 120V, 20A, NEMA 5-20R (QUAD) NUMBER MH MANHOLE 2 INDICATES CIRCUIT EXIST EXISTING MULTIPLE CIRCUITS. IF MULTIPLE CIRCUITS ARE INSTALLED IN A SINGLE RACEWAY, DERATE CONDUCTOR AMPACITY PER NEC, AND PROVIDE W/o WITHOUTMIN MINIMUMAPP1 ROPRIATE SIZE CONDUIT. SPECIAL PURPOSE RECEPTACLE- REFER TO DRAWINGS EXH EXHAUST WP WEATHERPROOF 24. PERMITS: INCLUDE IN THE BID PRICE THE PAYMENT OF NECESSARY PERMITS. FURNISH THE OWNER PRIOR TO THE FINAL PAYMENT A OVERHEAD REEL WITH DUPLEX CONVENIENCE RECEPTACLE- 120V, 15A, FA FIRE ALARM PALO MAIN LUGS ONLY XP EXPLOSION PROOF CERTIFICATE FROM THE ELECTRICAL INSPECTION DEPARTMENT HAVING JURISDICTION CERTIFYING THAT THE ELECTRICAL WORK MEETS THE REQUIREMENTS OF THE LOCAL INSPECTION AUTHORITIES AND/OR THE NATIONAL BOARD OF FIRE UNDERWRITERS. OH NEMA 5-15R (HUBBELL HBL45123C). FAAP FIRE ALARM ANNUNCIATOR PANEL 25. SCHEDULING: COORDINATE WITH THE OWNER FOR SCHEDULING OF WORK. DATA OUTLET BOX WITH TWO (2) ETHERNET JACKSAND 3/4" CONDUIT FACP FIRE ALARM CONTROL PANEL UP TO NEARBY ACCESSIBLE CEILING SPACE - M.H.= 18 A.F.F. RUN 26. WORK SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. CONDUIT TO THE UTILITY ROOM IN AREAS WITH NO ACCESSIBLE CEILING SPACE. FURNISH AND INSTALL CAT 6 CABLE FROM EACH JACK AND 27. KEEP THE WORK SITE AND SURROUNDING AREA FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH GENERATED BY WORK PROVIDE A PLUG AT THE OTHER END OF CABLE. TEST ALL LINES AND FROM THIS CONTRACT. PROPERLY AND LEGALLY DISPOSE OF MATERIALS. LABEL END OF LINE IN THE UTILITY ROOM. COORDINATE EXACT REQUIREMENTS WITH OWNER PRIOR TO INSTALLATION. FIRE ALARMA LEG N 28. SAFETY: JOB SITE SAFETY SHALL BE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. EliHEAVY DUTY UNFUSED DISCONNECT SWITCH O SMOKE DETECTOR. `� HEAT DETECTOR.. 29. GROUNDING: SYSTEMS SHALL BE BONDED AND GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL 60 60 INDICATES AMPERE RATING, CODE, LOCAL CODES, THE UTILITY, AND SPECIAL SYSTEMS AND EQUIPMENT AS REQUIRED. 3 POLE UNLESS NOTED OTHERWISE �WP SPEAKER / STROBE. 'WP' F❑ MANUAL PULL STATION. HEAVY DUTY FUSED DISCONNECT SWITCH INDICATES WEATHERPROOF DEVICE. RD-51 ADDRESSABLE DUCT DETECTOR. 30. VISIT THE SITE AND CAREFULLY EXAMINE EXISTING CONDITIONS THAT MAY AFFECT THE BID. FZi 60/40 INDICATES 60A SWITCH, 40A FUSES, OS STROBE ONLY. 60/40 31 . PROVIDE SUBMITTALS (SHOP DRAWINGS) FOR REVIEW FOR NEW MATERIALS AND EQUIPMENT. PRIOR TO SUBMITTING, REVIEW SUBMITTALS 3 POLE UNLESS NOTED OTHERWISE FACP FIRE ALARM CONTROL PANEL FSR FAN SHUTDOWN RELAY. FOR COMPLIANCE WITH CONTRACT DOCUMENTS, CONFLICTS WITH OTHER TRADES, AND CONSTRUCTABILITY. IDENTIFY ANY DEVIATIONS IN ® MAGNETIC MOTOR STARTER SIZED AS REQUIRED. NEMA SIZE 1 MINIMUM SUBMITTALS FROM CONTRACT DOCUMENTS. ENGINEER'S REVIEW OF SUBMITTALS DOES NOT INCLUDE REVIEW OF DIMENSIONS, DETAILS, OR QUANTITIES. REVIEW DOES NOT WAIVE ANY REQUIREMENTS OF CONTRACT DOCUMENTS, INCLUDING REQUIREMENT TO PROVIDE A COMPLETEGRO""UNDIING GENERAL rr IS A VIOLATION OF NEW YORK STATE EDUCATION Jacobsen & Horan Engineering P.C. AND FUNCTIONAL SYSTEM. DKJ COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECT SIZED AS LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 REQUIRED. NEMA SIZE 1 MINIMUM DIRECTION OF A LICENSED PRO SIGNAL ENGINEER, 32. WHEN MOUNTING ELECTRICAL WORK IN AREAS SUBJECT TO PEDESTRIAN TRAFFIC, MAINTAIN REQUIRED HEADROOM CLEARANCES. TO ALITEH hv, ITEtA ON ffj'I'S DRAWING IN °? WAY. ,Ronkonkoma, NY 99779 1. GROUND ALL ELECTRICAL WORK IN ACCORDANCE WITI-I THE MOST IF A4 U&I IS AL11 iE�, TIME ALTERING ENGINE O. (639) 580-0900 F: (639) 580-8909 1/4 MOTOR, NUMERAL INDICATES HORSEPOWER- SUPP1LIED AND INSTALLED BY RECENT EDITIONS OF THE NATIONAL ELECTRICAL CODE, PSEGLI RED SHALL AFFIX TO THE g`rEM HISMER SEAL AND 'THE 33. ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE UL LISTED AND SHALL CONFORM TO FACTORY MUTUAL STANDARDS AS APP1 LICABLE. OTHERS AND WIRED BY THE ELECTRICAL CONTRACTOR BOOK AND ALL APP1 LICABLE LOCAL CODES. NOTATION 'OALTERED Imo'" FOU_OWED BY HIS/HES www.jhepc.com SIGNATURE AND THE DATE OF SUCH ALTERATION 34. ELECTRICAL WORK SHALL BE CONCEALED IN FINISHED AREAS SHOWN ON THE ARCHITECTURAL DRAWINGS. @ CEILING MOUNTED OCCUPANCY SENSOR. SENSOR SWITCH CM PDT 9 OR 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING AND A SPECIFIC DESCRIPTION OF THE AL7ERATION. JHE PROJECT NO. 14-9825 EQUAL. INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC 35. ELECTRICAL SERVICE PROVISIONS: PROVIDE COORDINATION AND SCHEDULING WITH THE UTILITY AS REQUIRED FOR ELECTRICAL SERVICE CONDITIONS. ALTERATIONS. PROVIDE EQUIPMENT, MATERIALS AND WORK AS REQUIRED BY THE UTILITY FOR COMPLETE AND FUNCTIONAL ELECTRICALO CORNER WALL MOUNTED OCCUPANCY SENSOR. SENSOR SWITCH WV PDT 16 DS/J8 ISSUE FOR �EHIT`9IiI"I�h� SERVICES. COSTS ASSOCIATED WITH THE PROVISION OF THE SERVICES ARE TO BE INCLUDED IN THE CONTRACTOR'S BID PRICE. OR EQUAL. 3. ALL GROUND CONNECTIONS SHALL BE TO CLEANED & BRIGFITENED I2�" -1 METALLIC SURFACE. UTILIZE STAR WASHERS AT GROUNDIDS BY DESCRIPTION , �#���/, BY36. EQUIPMENT LOCATIONS: REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LIGHT FIXTURE LOCATIONS AND THE MECHANICAL CO CARBON MONOXIDE CONTROLLER / SENSOR LOCATION. REFER TO CONNECTIONS. _ DRAWINGS FOR EXACT MECHANICAL EQUIPMENT LOCATIONS. LOCATIONS OF ELECTRICAL EQUIPMENT AND CONDUIT ARE SHOWN MECHANICAL PLANS FOR MORE INFORMATION. REVISIONS ALL CONDUITS TO BE GROUNDED USING BONDING BUSHINGS AT 4. DIAGRAMMATICALLY. DETERMINE EXACT LOCATIONS IN FIELD. a 37. GUARANTEE. THE ENTIRE ELECTRICAL INSTALLATION, MATERIAL AND WORKMANSHIP SHALL BE GUARANTEED FORA PERIOD OF ONE YEAR EACH END. TOWN OF 5. GROUNDING CONDUCTORS LARGER THAN #6 SHALL HAVE A SUFFOLK C�J�9�1`f�', NEW YORK OUTHOLD FROM THE DATE OF SUBSTANTIAL COMPLETION. BUILDING DEPARTMENT � T �I`�' NOTES: MINIMUM BENDING RADIUS OF 12". GROUNDING CONDUCTORS #6 q �-g � pig �p g"'1 ��J 1 AND SMALLER SHALL HAVE A MINIMUM BENDING RADIUS OF 8". HIGHWAY 6'� 9� GARAGE 38. CONDUIT, FITTINGS, AND JUNCTION BOXES SHALL BE SUITABLE FOR THE AREA CLASSIFICATION IN WHICH THEY ARE TO BE INSTALLED. D SITE IMPROVEMENTS V - TS 39. ROOF PENETRATIONS: MINIMIZE THE NUMBER AND SIZE OF ROOF PENETRATIONS, GROUPING MULTIPLE CONDUITS IN THE SAME 1) CODE THE EOF NEW YORK LECTRICAL TSTATE EM AAND THE S BEEN DNATIONAL ESIGNED I ELECTRICAL N FULL �CODE, NFPPLIANCE IAH7T0HE BUILDING 6. OF THE NATIONAL UND THE CELECTR CALIC CCODEE IN AANDRPSEGLI'S DANCE (SPECIFICATIONS TH ARTICLE O i PENETRATION WHEN POSSIBLE. WHEN APP1LICABLE, COORDINATE WITH ORIGINAL ROOFING MEMBRANE MANUFACTURER IN ORDER TO AND REQUIREMENTS FOR ELECTRIC INSTALLATIONS (RED BOOK). ��Q� 3t�I,11-\ ELECTRICAL COVER SHEET MAINTAIN ROOF WARRANTY. SEAL AROUND ROOF PENETRATIONS WITH A LISTED SEALING COMPOUND. PROVIDE RUBBER BOOT, FLASHING, 2) THE BUILDING SHALL BE PROTECTED BY A FIRE ALARM SYSTEM. THE FIRE ALARM SYSTEM AT A MINIMUM, THE FOLLOWING GROUNDING ELECTRODES SHALL BE �AC?j �Q CAULKING, AND OTHER ITEMS AS REQUIRED FOR A WEATHERTIGHT INSTALLATION. PRIOR TO PENETRATING ROOF, USE NON-DESTRUCTIVE WILL CONSIST OF INITIATING DEVICES, NOTIFICATION DEVICES AND FIRE ALARM SHUTDOWN BONDED TOGETHER TO FORM THE GROUNDING ELECTRODE SYSTEM: �`o MEANS TO LOCATE REINFORCING STEEL OR TENDONS WITHIN THE PROPOSED AREA OF PENETRATION, IF APP1 LICABLE. WHEN PENETRATING FOR EXHAUST FANS CAMBRIDGE UNIT AS INDICATED ON PLAN. THE FIRE ALARM DESIGN METAL UNDERGROUND WATER PIPE, METAL FRAME OF BUILDING AND , ROOF, DO NOT CUT, BURN OR DAMAGE EXISTING REINFORCING STEEL OR TENDONS UNLESS APP1 ROVED BY A STRUCTURAL ENGINEER. AND FILING WITH THE AUTHORITY HAVING JURISDICTION SHALL BE BY AN APP1 ROVED FIRE TWO 3/4" DIA. X 10'-0" LONG SOLID COPP1 ER GROUND RODS. � '�' ✓ IrI a CONDUIT ROOF PENETRATIONS SHALL BE INCLUDED IN CONTRACTOR'S GUARANTEE OF WORK. ALARM VENDOR. � }�L ILI COSULTING EMNEEIS 437 My RD-, WOKMV04, HES V= 11719 Qj J�o/, -07sas`z ,w<' I t s DS/JB Scale: AS NOTEDShwat No, r Drawn By: Ds/is Ds/isDfAw OCT. 2015 CONSTRUCTION E NOTES 1. REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE FOR DETAILS AND CIRCUITRY INFORMATION. (TYP.) 2. WELDING EQUIPMENT POINT OF CONNECTION. NEMA 6-50R RECEPTACLE. CONFIRM PLUG TYPE, RATING, WIRE SIZE, BREAKER SIZE ETC WITH TOWN PRIOR TO INSTALLATION. PROVIDE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED. 3. CIRCUIT MOTORIZED DOOR VIA HEAVY DUTY 240V, 30AMP NFDS IN NEMA 1 ENCLOSURE. COORDINATE EXACT REQUIREMENTS WITH DOOR MANUFACTURER AND MAKE ALL FINAL CONNECTIONS AS REQUIRED. (TYP.) 4. PROVIDE 20 AMP SERVICE FOR VACUUM STATION. COORDINATE RECEPTACLE / BARD WIRE REQUIREMENTS WITH MANUFACTURERS CUT SHEETS PRIOR TO ROUGH IN. MAKE ALL FINAL CONNECTIONS. 5. PROVIDE PLUG AND RECEPTACLE FOR 4-POST ELECTRIC VEHICLE LIFTS. 60 AMP SERVICE TO A MELTRIC DS100 RECEPTACLE AND MATCHING PLUG WIRED TO WHIP AT ODD NUMBERED LIFT PEDESTALS. COORDINATE ALL REQUIREMENTS WITH MANUFACTURER. 6. PROVIDE PLUG AND RECEPTACLE FOR 6-POST ELECTRIC VEHICLE LIFTS. 100 AMP SERVICE TO A MELTRIC DS100 RECEPTACLE AND MATCHING PLUG WIRED TO WHIP AT ODD NUMBERED LIFT PEDESTALS. COORDINATE ALL REQUIREMENTS WITH MANUFACTURER. 7. COMBINATION MOTOR STARTER / DISCONNECT FOR FAN. INSTALL MOTOR STARTER AT SPACE ENTRY FOR SYSTEMS CONNECTED TO THE CO DETECTION SYSTEM. 8. 1" SCHEDULE 40 PVC CONDUIT WITH PULLSTRING FOR FUTURE FIBER OPTIC CABLE FROM SERVER IN MAIN BUILDING. COORDINATION ORIGIN AND TERMINATION LOCATIONS WITH TOWN REPRESENTATIVE PRIOR TO INSTALLATION. 9. CAT 6 CABLES TO PO ETHERNET SWITCH BY OTHERS. 1 WP _ �r 0Wp O F F . (- PP1-20 EH- PP2-14,16,18 1 EF-6 j 75 EF-7 UH-3 P 1-59 ELUID STORAGE AREA , H IV-3 ✓ I (BREAK ROOM W/ FLOOR CONTAIfdMER1T PP 1-29 -- 1 FCU-d2 R00M 1 PP2-8,10,12 H _ PP 1-22! I I RTS' PASTORAGE P P 1 1 O 'f H i,. - 7 ' I - PP1 7 ,I S EF-30 75 _ fAA ----.s EF-2 :j PP1-9 60H O1 =- 30 PP2-7,9,1 1 S PP 1-1 1 F F EF-1 PP2-20,22,24 S I _ i PP2-26,28,30 -; 15 � , PP2-1 UH-2 - PP2-13,15,17 - TX-1 PP1-2 4i 1 7 ($O H 01� - _ CO CO PP1-70,72 ® a -X15 PP2-2 PP2-3 2 PP1 -57 � d TX-2 - O IV 1 s 01 2 110�3 , " PP1-266 AIM�NANCE SHOP PP1-69,71 FF EL 0'-0" - WOMEi!TX-3 15 WELUING 'i 600A MAIN S SERVICE PP1 -1 ENTRANCE Jacobsen & Horan Enq�neerinq, P. C. EH-1 ! i5 A i�IOLAT�ON OF NEW YORK 'TATE EDUCATION DISCONNECT— (D WH-1 EF-4 LAW FOR ANY PERSON, UN ACTING UNDER THE 990 South 2nd St. Suite 2 IV-2 PP1 PP2 WH-10 [] DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 11779 _PP 1-33 __----- -- .----------- TO ALTER AN ON THIS l� �ili�lG !!� R�"YY WAY. IF AN r! IS ALTERED, THE ALTERING ENGINE O: 631 580-6100 P: 631 580-6101 WOH-1 WOH-2 5 � �---- -------- -- ---- - - � � � � M 75 PP1-42,44,46 a ---- SMALL A X TO THE ITEM HIS/HER t THE g g www.jhepc.corn s 15 NOTNrlOr A TEREO UYg, FOLLOWED BY HIS/HER 1 1 SIGNATURE AND THE DATE OF SUCH ALTERATION PP1-37,39,41 PP2-6 _ _ ANDA SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 - - SO - - 3 P P1 27 OH S __ q, _,.� . PP1-2 S 0�}� H PP2-4 p,�{� H PP2-5 7 - PP2-32,34 36 PP2-19,21,23 `�' PP1-1 PR1-3. 12-1-15 DS/JB ISSUE FOR PERMTMNG KH/PJ LEM _ O CRATE BY DESCRIPTION APPROV. BY Fr� PP2-31,33,35 PP2-37,39,41 1 i' 1 PP1-35 0 O PP1-5 j REVISIONS 29 !: u i 3 PP2-2527 - : ------------- O TOWN Off' T i PP1-2'1PP1-60 PP1-19 PP1-23 P°1-25 C-1 FCU-1 PP1-31 SUFFOLK COUNTY, NEW YORE{ - _ 1DF HIGHWAY MAI NTE E GARAGE WP wP QWID ® wP SITE IMPROVEMENTS FRCP HP-1 1 4 OFNEFf, FIRST FLOOR PLAN �° POWER JA, L. K. McLEAN ASSOCIXrES, P.C. V11%4N AM WMI COMIN foll &ROWMY941 KrY ym 111719 0' 4' 8' 16' �� O U u a DS/JB A OED ray. (DSCAM 1ST FLOOR POWER PLAN ?r=69�-� ���° � ���l�: ) iaa� I mmi ()spa MID. OCT. 2015 vs-T-9 ApprovedW: KFS/PJ Filey No. 13108.000 El QST TIO NOTESOx 1 . FEED ALL EM FIXTURES AND EXIT SIGNS VIA UN-SWITCHED HOT CONDUCTOR ON THE LOCAL LIGHTING CIRCUIT (NOT SHOWN FOR CLARITY). (TYP.) 2. EXTERIOR BUILDING MOUNTING LIGHTING. COORDINATE FINAL MOUNTING LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. CIRCUIT VIA BLUE BOX CONTROL PANEL FOR PHOTOCELL ON / TIMECLOCK OFF OPERATION. (TYP.) FURNISH AND INSTALL EXTERIOR PHOTOCELL FACING THE NORTHERN SKY AND WIRE TO LCP USING MANUFACTURERS RECOMMENDED CABLE RUN IN 3/4" CONDUIT. 3. FURNISH AND INSTALL LIGHTING CONTROL PANEL, BLUE BOX LT, ENCLOSURE MODEL NO. CR1416 ENC SM NE1 AND INTERIOR MODEL NO. GR1416 INT 16NCL DTCMOD DV. C 'C� r _. .._.. ... - . . EM ,AUr 1 - - -- -, M EM C NG..I 1 I Z12 n Z12 Z12 ; A 12 12 Z12 Z12 Z12 - - - - �- e12 i M i FLUID STORAGE AREA Z12 PARTS STORAGE PP1-6 A A W1 FLOOR CONTAINMENT M 1 12 i !tl E Z12 ( � _ it E EM Z18 ... __.._., _.___._w..._. A Z12 iA i Z12 i EM j C C EM Z 18 12 1 12 i SM :EM A Jj IS�IOINER' - - F iI - q 12 12 12 12 1 18 Z18 i __ _ ; _' w.__ _ Z12---------- E 12E q q EM cn � PP1-188 C EMZ12 Z12 12 12 12 12ME .,j' 18 18 A A ' EM, Z12 WELDINQ MAINTENANCE SHOP- Jacobsen Ho Engineering, P. C. rr IS A VIOLATION OF NEW YORK STATE EDUCATION - FF EL O'-O" W LAS FOR ANY PERSON, UNLESS ACTING UNDER THE - - - - 990 South 2nd St. Suite 2 r.: DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 11779 i - PP1 PP2 M Z12 53 TO ALTER M ITEM ON THIS DRAWING IN ANY WAY. Z12 ..___ _ _ -- _.__ EM _ -_ -? C IF AN ITEM IS ALTERED, THE ALTERING ENGIN d: (631) 580-6100 F: (631) 5$0-6101 Z 18 Z 12 SHALL SIX TO THE I IEM HIS/HER 5E+41. AND THE www.jhopc.com 12 12 12 Z 12 3 A -___ M NOTATION ALTERED ICY" FOLLOWED BY ISIS/HER 18 z 12 SIGNATURE AND THE DATE OF SUCH ALTERATION EM PP 1-14 µm A✓14Y EM ,"' f.: AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 PP1-1 _. S I5k PP 1-10 - B B B 12-1-15 DS/JB ISSUE FOR PERMITTING KH/PJ !j DATE BY DESCRIPTION APPROV. BY Z18 Z1:8 Z1 Z12 Z12 Z12 OFFICE 1 OFFICE 2 PP1-8 REVISIONS PP1-2 PP1- i Z12 4� ! �° EM B P 1 16 _ �—✓ THOLD B B P EM EM C SUFFOLK COUNTY, ME 'CORK 4E ._ _ _ - - -. _ - _-_ --_- .-.... _ MAINTENANCE I i ' I n e'er _ ;E cn z12 C c C C' C-' AND SITE IMPROVEMENTS 2 � FIRST FLOOR PLAN LIGHTING --- . a JAC��,09 cs, � 4r ifS�" �5- ry L. K. McLEAN ASSOCIATES,, P.C. CONSULTIP49 EHEER5 437 WM CIDUMMY 6IQ.o ORO MMM, NEW Y= 1171119 Li J (J1 K_`F`(�1 � �� I} I�t� s 0 �'J Scale: NOTED Shoot No. 1 1ST FLOOR LIGHTING PLAN � � 16 °-�4�� �� � �--� r v � SCALE v8'.1-0' Drawn OS,�J tie: OCT. 2015 Approved By: KFS/'PJ FII® N®. 139 0 .000 E2 CONSTRUCTION KEY NOTES X 1. REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE FOR DETAILS AND CIRCUITRY INFORMATION. (TYP.) 2. PROVIDE 15 AMP SERVICE FOR REFRIGERATED AIR DRYER. COORDINATE RECEPTACLE / HARD WIRE REQUIREMENTS WITH MANUFACTURERS CUT SHEETS PRIOR TO ROUGH IN. MAKE ALL FINAL CONNECTIONS. 3. PROVIDE 15 AMP SERVICE FOR ELECTRONIC DRAIN VALVE. COORDINATE RECEPTACLE / HARD WIRE REQUIREMENTS WITH MANUFACTURERS CUT SHEETS PRIOR TO ROUGH IN. MAKE ALL FINAL CONNECTIONS. 4. FEED ALL EM FIXTURES AND EXIT SIGNS VIA UN–SWITCHED HOT CONDUCTOR ON THE LOCAL LIGHTING CIRCUIT (NOT SHOWN FOR CLARITY). (TYP.) PP1-45,47,49 3 COMPRESSOR 2 EF-50- 7 5 F-5 175 S 0— EM EM ®PP1-62 ® PP1-64,66,68 4 DAIR DRYER PP1-61 W W W W W UH-1 W W 1 FSR W MEZZANINE j S 75 W EM W W W W WMNINIf IS A VIOLATION OF NEW YORK STATE EDUCATION Jacobsen & Haran Enc�lneerinq,P.C. LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 990 South 2nd St. Suite 2 DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ronkonkoma, NY 11779 TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN WEM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 SI AIL AFFIX TO THE ITEM HIS/ITER SEAL AND THE www. jhe c com W NOTATION -ALTERED WFOLLOWED BY HIS/HER l p SIGNATURE AND THE DATE OF SUCH AL TION PP 1 -67 AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO, 14-1825 W EM 2-�1Y-15 Ds/jISSUE FOR PERMITTING KH/PJ ®ATE OYAAPPROV. BY 75 KVISIONS TOWN OF SOUTHOLD SUFFM COMM HBV YORK NIGHWAY MAINTEAN GARAGE AND SITE IMPROVEMENTS OF 1\1- MEZZANINE PLAN LTG PWR ASSOCIATES, CONSULTING ENGINEERS 437 WM C0111M ., BROMIAM, N 11719 1 � 4�, 8�" 9' 16, �o Dignd : /j Scale: AS Shoat do.MEZZANINE lPWR PLAN � SCAM V8°-T-O 007 as2 P�.� 1 8" = 1'-0" ` F�S S oeti Drown %r DS/JB Date: OCT. 2015 ApprovedW: KH/PJ Fila No. 13108.000 RED LINE WHITE(NEUTRAL) WHITE POWER PACK LIGHTING LOAD OT B CKAll T__ RED(LOAD) s Y WALL C) g J SWITCH bi� m m CONTROL OUTPUT 24VDC (YEL) COMMON GRA OR GRN +24VDC (VIO) 0 CONTROL OUTPUT 24VDC (YEL) COMMON GRA OR GRN +24VDC VIOL 0 INTENTIONALLY LEFT BLANK 2 OCCUPANCY SENSOR DETAIL SCALE N.T.S LEGEND TSTARTER ® INDICATES REMOTE STARTER MOTOR 1 . MOTOR STARTERS ARE DEVICE FURNISHED, INSTALLED DESIGNATION NEMA OVERCURRENT REMARKS AND WIRED BY THE SC STARTER COIL SIZE TYPE RATING VOLTAGE PHASE HP ELECTRICAL CONTRACTOR. PL PILOT LIGHT EF-1 0 COMB FVNR NF 208 30 2 INTERLOCK W/ IV-1; CONTROL VIA CO FVNR FULL VOLTAGE 2. COORDINATE THERMAL NON-REVERSING EF-2 0 COMB FVNR NF 208 30 1 INTERLOCK W/ IV-2; CONTROL VIA CO OVERLOAD SIZING WITH COMB COMBINATION EF-3 0 COMB FVNR NF 115 10 1/12 INTERLOCK W/ IV-3; CONTROL VIA T-STAT NAMEPLATE FULL MOTOR LOAD AND THE 2S2W 2-SPEED, EF-4 0 COMB FVNR NF 208 10 1/6 CONTROL VIA T-STAT MECHANICAL CONTRACTOR. 2-WINDINGS EF-5 0 COMB FVNR NF 115 10 1/6 CONTROL VIA T-STAT FSR FIRE SHUT DOWN EF-6 0 COMB FVNR NF 115 10 1/30 - CONTROL VIA T-STAT RELAY EF-7 0 COMB FVNR NF 115 10 1/12 CONTROL VIA MANUAL WALL SWITCH NF NON-FUSED r r r 120V/10 120V/10 --- '120V/10 ww it - U_ HAND 1-OL HAND 1-OL � HAND I-OL SC SC Sc �--s OFF ---- j OFF ® OFF PL � A���T.��_ QPL AUTO T-STAT' PL PROVIDE OVERSIZED EF-7- E.F-5 6 _ A NEW BUILDING UTILITY CLOSET CPT TO POWER EF DAMPER AT INTAKEI I - 120V/1 0 VENTILATORS J w _ cn HAND 1 O EX. UTILITY METER 1210 .0 ��- OFF w 600A3-OL 3-OL � PL --� SERVICE PANEL PANEL SC LL_ AUTO T- TAT EX. CT EX. MAIN CB EX. ATS EX. DP EX. DIESEL GENSET. DISC. PP1 PP2 F_ __F_ _ __F_ � -r- � SWITCH FSR CO SC PL s AUTO EX. UTILITY I I I � I w � TRANSFORMER. s1-I I I I GFI I I _ I _ 2 CO 120V TO — _ — L I I I p� I E I _ i _ 1 - G DETECTION1� CO = CCARBONSYSTEMS MONOXIDE INTAKE VENTILATOR I I I I ¢N ? I I a �� I So IV-3 _� — I I I I I L — I-1 I I I I � F-L —� Jacobsen Q Horan Engineering, fes.C. _ 120V TO I�' IS A VIOLATION OFP�d YORK STATE 410E►'TI01V INTAKE I.AW FOR ANY PERSON, UNLESS A(1, INS UNDER THE 990 South 2nd St. Suite 2 "" 1 DIPEC710N Off' A LICENSED P OI''�LSSIOPW_ ENGINEER, — — — VENTILATOR TO ATTER e Ronkonkoma, NY 11779 IV-1 I'Y�„� O�� TwIIS �a 'WII'd0 II�9 ��•IY WA's, — I PROVIDE OVERSIZED IF AN IYE� I3 ALrt--RED, THE ALTMING 0GINEER O: (631) 580-6100 F: (631) 580-6101 CPT TO POWER SMALL AFFIX TO THE ISM HIS/1-IER SEAL AND THE www.jhepc.com DAMPER AT INTAKE NOTATION OAL ED 814 FOL�.OWED 'f° HIS/HER EX. PRIMARY FEEDERS. - - 2 VENTILATORS �, SIGNATURE AND THE Derr- OF SUCH A1,Ta1A"1J0N AND A SPECIFIC DESCRIPTION OF 1 ,�E DERA110N. � JHE I='ROJc O T IVO. 14-1825 120V/10 12-1-15 DS/JD z- -- ISSDE FOR PIsI� IITTIIdC KH/P,9 DATE w DESCRIPTION APPROV. E f SPECIFIC NOT (APPlLY TO RISER WHEREINDICATED): oN Sc 3-OL ENSIGNS s F&I NEW EATON 60OAMP, 3-POLE "DK" BRANCH BREAKER IN EXISTING DP. 0 F r TOWN O SOUT OL FSR SUFFOLK COUNTY, NEW YORK 600 AMP FEEDER: 2 SETS OF 4-#350 + 1-#1 GROUND IN 3" PVC CONDUIT FROM EXISTING DP ON SITE TO PP1 N AUTO MAINTENANCE IN NEW MAINTENANCE BUILDING. H ® 4-#3/0 + 1-#6 GROUND IN 2-1/2" PVC CONDUIT FROM 200A BREAKER IN PANEL PP1 TO MAIN LUGS IN PANEL DETgOSYSMONOXIDE N ANDITE ENTS PP2. REFER TO FLOOR PLANS FOR PANEL LOCATION AND PANEL SCHEDULES FOR MORE INFORMATION. Sc ' �--- ELECTRICAL, RISES AND DETAILS A�OF N P 120V TO �'.���. l�tcv�o�� ... INTAKE �� �' L. K. McLEAN ASSOCIATES, P.C. �.. VENTILATOR ��{}�� G r rpt �� CONSULTING EMONEERS 437 WAM IMMM W., , NEW YOU 11719 IV-2 w u, r _ =`� s Designed 13y: /J� Scala: AS NOTED Sheet Na. 1 ELECTRICAL RISER DIAGRAM, 3 MOTOR STARTER DETAILS �� G/saa2 �� SCALP KMSCS iE NT.S AR0;ssloka - Dream : DS/'JB Date: OCT. 2015 Approved BY: KH/PJ File No. 13108.000 E4 MECHANICAL EQUIPMENT CONN CTICN SCHEDULE LIGHTING IXT SCHEDULE DESIGNATION LOCATION CIRCUIT LOAD VOLTS PHASE FSS®UNIT REMARKS (1)(2) SYMBOL/DESIGNATION MANUFACTURER / MODEL NO. TYPE IFIXTURE LAMP TYPE NO. LAMPS MOUNTING HEIGHT REMARKS POLE/FRAME/FUSE i WATTAGE WATTS HP-1 EXTERIOR PP1-30,32 18.1 A 208 1 2/30/NF z A LITHONIA / CAT. #: 2VTL2 33L LP835 LED 34.5 -- -- 8'-6" AFF 2X2 FOR OFFICES, 3500K HP-2 EXTERIOR PP1-34,36 24.5 A 208 1 2/60/NF ®B LITHONIA / CAT. #: 2GTL 2 20L LP835 LED 20 -- -- 8'-6" AFF 2X2 FOR BATHROOMS AND LOCKERS, 3500K INDOOR UNIT POWERED AND BUILDING MOUNTED WALL P FURNISH AND CONTROLLED VIA OUTDOOR UNIT. =L=C LITHONIA / CAT. #: VST LED 2 40K SR2 MVOLT PIR ELCW DDBXD LED 32.8 -- -- 9'-0ACK WITH , INTEGRAL PHOTOCELL, ACK FCU-1 PROVIDE #18, 4-CONDUCTOR,OFFICE -- -- 208 1 INSTALL LOCAL SNAP STRANDED, SHIELDED WIRE IN 3/4" SWITCH DISCONNECT RGS CONDUIT AND MAKE ALL FINAL ap LITHONIA / CAT. #: DSX2 LED 80C 1000 40K T4M MVOLT SPA POLE MOUNTED SITE LIGHTING FIXTURE, CONNECTIONS. B DDBXD LED 275 -- -- 20p-0)) 5000K INDOOR UNIT POWERED AND CONTROLLED VIA OUTDOOR UNIT. GOTHAM / CAT. # FURNISH AND PROVIDE #18, 4-CONDUCTOR, 0 E : EVO 35/22 8DFR MVOLT AZ10 LED 44 -- -- g'-6" SHOWER LIGHT FCU-2 BREAK ROOM -- -- 208 1 INSTALL LOCAL SNAP STRANDED, SHIELDED WIRE IN 3/4" SWITCH DISCONNECT RGS CONDUIT AND MAKE ALL FINAL M 8'-6" AFF OR WRAPAROUND FOR MEZZANINE AND CONNECTIONS. LITHONIA / CAT. #: LBL4 LP835 LED 49.7 -- -- 22'-6" AFF ON STORAGE SPACES, 3500K FURNISH AND MEZZANINE WH-1 UTILITY ROOM PP1-54 2 A 120 1 INSTALL LOCAL SNAP W SURFACE MOUNTED LINEAR FOR SWITCH DISCONNECT Q LITHONIA / CAT. #: WI-4 41 L D43 LPL835 NEST LED 38.1 -- -- 9'-6" AFF CORRIDORS AND SMALL ROOMS, INTEGRAL OCCUPANCY SENSOR, 3500K Z12 SUSPENDED HIGH BAY FOR MAINTENANCE LITHONIA / CAT. #: IBL 12L WD SD125 LP740 DLC LED 125 -- -- 22'-0" AFF SHOP, 4000K CONNECT TO LOCAL LIGHTING CIRCUIT TX-1 SHOWER VIA LOCAL LTG CKT 150 W 120 1 MMS AND CONTROL VIA LOCAL WALL SWITCH �Z18 LITHONIA / CAT. #: IBL 18L WD SD125 LP740 DLC LED 207 - - -- 22'-0" AFF SUSPENDED HIGH BAY FOR WELDING SHOP, 4000K CONNECT TO LOCAL LIGHTING CIRCUIT _ TX-2 MENS VIA LOCAL LTG CKT 150 W 120 1 MMS AND CONTROL VIA LOCAL WALL EXM � � THERMOPLASTIC COMBO EXIT SWITCH LITHONIA / CAT. #: LHQM LED S W R HO LED 3 -- --- i 8'--0" AFF SIGN/EMERGENCY LIGHT, CONFIRM CONNECT TO LOCAL LIGHTING CIRCUIT i LETTERING COLOR WITH AHJ. TX-3 WOMENS VIA LOCAL LTG CKT 54 W 120 1 MMS AND CONTROL VIA LOCAL WALL EX _ �� SWITCH LITHONIA / CAT. #: LQM S W 3 R 120/277 EL N LED 1 -- -- 8'-0" AFF THERMOPLASTIC EXIT SIGN, CONFIRM LETTERING COLOR WITH AHJ. EF-1 MAINT. SHOP PP2-48,50,52 2 HP 208 3 NOTE 3 COMBINATION MOTOR STARTER. REFER TO DETAIL FOR WIRING. LITHONIA / CAT. #: ELM2 LED HO LED 3 -- -- 8'-0" AFF THERMOPLASTIC EMERGENCY LIGHT, EM CONFIRM LETTERING COLOR WITH AHJ. EF-2 WELDING PP2-42,44,46 1 HP 208 3 NOTE 3 COMBINATION MOTOR STARTER. REFER TO DETAIL FOR WIRING. EF-3 PARTS STORAGE PP1-43 1/12 HP 120 1 NOTE 3 COMBINATION MOTOR STARTER. REFER TO DETAIL FOR WIRING. EF-4 STORAGE PP2-38,40 1/6 HP 208 1 NOTE 3 COMBINATION MOTOR STARTER. REFER TO DETAIL FOR WIRING. EF-5 MEZZANINE PP1-43 1/6 HP 120 1 NOTE 3 COMBINATION MOTOR STARTER. REFER TO DETAIL FOR WIRING. EF-6 FLUID STORAGE PP1-43 1/30 HP 120 1 NOTE 3 COMBINATION MOTOR STARTER. REFER TO DETAIL FOR WIRING. EF-7 CHOP SAW RM. PP1-43 1/12 HP 120 i NOTE 3 COMBINATION MOTOR STARTER. REFER TO DETAIL FOR WIRING. UH-1 MEZZANINE PP2-49,51,53 9 A 208 3 3/30/NF UH--2 WELDING PP1-51 8.8 A 120 1 1/30/NF UH-3 PARTS STORAGE PP1-53 4.2 A 120 1 1/30/NF IT IS VIOLATION OF NEW � r � Jacobsen & Horan gn i ieerinc�, Imo.C. EH-1 UTILITY PP1-55 4.2 A 120 1 NOTE 4 LAW FOR ANY PERSON, UNLESS AGING UNDETI -RIE 990 South 2nd St. Suite 2 DIRECTION OF A UCENSED PROFrSGIONAL ENGINEER Ronkonkoma NY 11779 TO AL TT M4 rrOT'd ON 10S VRAWU40 IN A14Y WAY. EH-2 CHOP SAW RM. PP1-63 4.2 A 120 1 NOTE 4 IF AN ITEM I5 ALTERED, 'SME ALTERING ENGINEER 0: (631) 580-6100 F: (631) 580-6101 SIS AFFIX TO THE r1EM HIS/HER SEAL AND THE NOTATION -ALTERED e- FOLLOWED BY PIIS/HER www.jhepc.com SIGNATURE AND THE DATE OF SUCH ALTERATION SC-1 MAINT SHOP PP2-43,45,47 23 A 208 3 NOTE 4 AND A SPECIFIC DESCRIPTION OF THE ALTERATION. JHE PROJECT NO. 14-1825 12-1-15 DS/J8 ISSUE FOR PERMrrTING ICH/PJ WIRE 2—#12 + 12C IN 3/4" EMT DAVE BY DESCRIPTION APPRO1/.-I WOH-1 MAINT SHOP PP1-56 23 A 120 1 1/30/NF FROM WASTE OIL HEATER TO OIL REVISIONS PUMP. REFER TO MECHANICAL DRAWINGS FOR TANK LOCATION. TOWN OF SOUTHOLD WIRE 2-#12 + 12G IN 3/4" EMT WOH-2 MAINT SHOP PPI-58 23 A 120 1 1/30/NF FROM WASTE OIL HEATER TO OIL "� SUFFOLK COUNTY, NW-YORK PUMP. REFER TO MECHANICAL HIGHWAY MAINTENANCE GARAGE DRAWINGS FOR TANK LOCATION. NOTES: (1) PROVIDE WP/GFI RECEPTACLE WITHIN 25' OF EXTERIOR UNITS. (2) COMBINATION STARTER UNLESS NOTED OTHERWISE. (3) MOTOR STARTER/DISCONNECT AND SITE IMPROVEMENTS FURNISHED AND INSTALLED UNDER DIVISION 26 OF THE SPECIFICATIONS UNLESS NOTED OTHERWISE. (4) DISCONNECT IS INTEGRAL TO THE UNIT. WIRE FROM DISCONNECT TO PANEL AS INDICATED. OF NCO;" LCT I CAL l.._J LES ��r Fes. 3Ac�. Q� �o i�l 190 L. K. McLEAN ASSOCIATES, P.C.Uu tiilil+P9Nt� E idEE{ ., �M, NEV9171 `_:F-� SheetNo. O ignsd By: DS/J® Scale: AS NOTED �oti (DSC&E MECHANICAL EQUIPMENT CONNECTION SCHEDULE, &S(CAM LIGHTING FIXTURE SCHEDULES �FE SIOc'�a�?r��� Drawn W. DS/JBImo: OCT. 2015 vir-T-17 N.ts sy: KH/Pi la NO. 13108.000 E5 VOLTAGE: 120/208V PP1 BUS RATING: 600A CU VOLTAGE: 120/208V PP2 BUS RATING: 225A CU PHASE: 3 MAIN: 600A MLO PHASE: 3 MAIN: 225A MLO WIRE.- 4 AIC: 22KAIC FULLY RATED WIRE.- 4 AIC: 22KAIC FULLY RATED CKT TRIP LOAD VA PER PHASE LOAD TRIP CKT CKT TRIP LOAD VA PER PHASENO LOAD DESCRIPTION P AMP VA BRANCH CIRCUIT A B G BRANCH CIRCUIT VA AMP P LOAD DESCRIPTION NO NO LOAD DESCRIPTION P AMP VA BRANCH CIRCUIT - BRANCH CIRCUIT LOAD TRIP P LOAD DESCRIPTION CKT A B C VA AMP NO. 1 REC: OFFICE 1 1 20 540 2412 + 12G, MC CABLE 1575 2412 + 12G, MG CABLE 1035 20 1 WELDING LIGHTING 2 1 REC: LIGHT REEL 11 20 180 2412 + 12G, MC CABLE 360 - -- 2-412 + 12G, MC CABLE--- 180 20 1 REC: LIGHT REEL 2 3 REC: OFFICE 2 1 20 540 2-#12 + 12G, MC CABLE 1575 2-#12 + 12G, MC CABLE 1035 20 1 WELDING LIGHTING 4 3 REC: LIGHT REEL 1 20 180 2-#12 + 12G, MC CABLE _ 360 2412 + 12G, MC CABLE 180 20 1 REC: LIGHT REEL 4 5 REC: STORAGE BAYS 1 20 360 2-912 1 12G, MC CABLE 1360 2412 + 12G, MC CABLE 1000 20 1 STORAGE LIGHTING 6 5 REC: LIGHT REEL 1 20 180 2412 + 12G, MC CABLE 360 2412 + 12G, MC CABLE 180 20 1 REC: LIGHT REEL 6 7 REC: BREAK ROOM 1 20 360 2412 + 12G, MC CABLE 1235 2412 + 12G, MC CABLE 875 20 1 STORAGE/TIRE LIGHTING 8 7 4083 8166 4083 8 9 REC: BREAK ROOM 1 20 360 2412 + 12G, MC CABLE 1860 2412 + 12G, MC CABLE 1500 20 1 SHOP LIGHTING 10 9 NEMA 15-50 RECEPTACLE 3 50 4083 348 + 10G, 3/4" EMT 8166 348 + 10G. 3/4" EMT 4083 50 3 NEMA 15-50 RECEPTACLE 10 11 REC: REFRIG 1 20 180 2412 + 12G, MC CABLE 1680 2412 + 12C, MC CABLE 1500 20 1 SHOP LIGHTING 12 11 4083 8166 4083 12 13 REC: WATER COOLER '1 20 180 2412 + 12G, MC CABLE 952 2412 + 12G, MC CABLE 772 20 1 BREAK/OFFICE/RR LIGHTING 14 13 14- 15 REC: RESTMS/ELEC ROOM 1 20 540 2-912 + 12G, MC CABLE 1245 2410 + 10G, MC CABLE 705 20 1 EXTERIOR BLDG MTD LIGHTING 16 15 NEMA 15-50 RECEPTACLE 3 50 348 + 10G, 3/4" EMT 348 + 10G, 3/4" EMT 50 3 NEMA 15-50 RECEPTACLE 16 17 REC: COMP/PARTS/FLUID 1 20 540 2412 + 12G, MC CABLE 1415 2412 + 12G, MC CABLE 875 20 1 STORAGE LIGHTING 18 17 19 ROLLUP DOOR 1 20 1176 2412 + 12G, MC CABLE 2352 2412 + 12G, MC CABLE 1176 20 1 ROLLUP DOOR 20 19 1820 21 ROLLUP DOOR 1 20 1176 2-#12 + 12G, MC CABLE 2352 2-#12 + 12G, MC CABLE 1176 20 1 ROLLUP DOOR 22 21 NEMA 15-50 RECEPTACLE 3 50 3-#8 + 10G, 3/4" EMT 3-#8 + 10G, 3/4" EMT 50 3 NEMA 15-50 RECEPTACLE 22 23 ROLLUP DOOR 1 20 1176 2-#12 + 12G, MC CABLE 2352 2-#12 + 12G, MC CABLE 1176 20 1 ROLLUP DOOR 24 23 24 25 ROLLUP DOOR 1 20 1176 2-#12 + 12G, MC CABLE 2352 2-#12 + 12G, MC CABLE 1176 20 1 ROLLUP DOOR 26 25 26 27 REC: GEN SHOP 1 20 540 2-412 + 12G, MC CABLE 1716 2-#12 + 12G, MC CABLE 1176 20 1 ROLLUP DOOR 28 27 NEMA 15-50 RECEPTACLE 3 50 3-#8 + 10G, 3/4" EMT 3-#8 + 10G, 3/4" EMT 50 3 NEMA 15-50 RECEPTACLE 2$ 29 REC: EXTERIOR 1 20 540 2412 + 12G, MC CABLE1882 30 29 - 2422 2422 2-#10 + 10G, 3/4" EMT VIA FDS 1882 30 2 HP-1 30 31 REC: EXTERIOR 1 20 540 2-#12 + 12G, MC CABLE 32 31 -- 132 - -- 33 STORAGE BAYS 1 20 360 2412 + 12G, MC CABLE 2908 2548 34 33 NEMA 15-50 RECEPTACLE 3 50 3-#8 + 10G, 3/4" EMT 3-#8 + 10G, 3/4" EMT 50 3 NEMA 15-50 RECEPTACLE 3268 2-#8 + 10G, 3/4" EMT VIA FDS 2548 40 2 HP-2 36 35 REC: GEN SHOP 1 20 720 2-#12 + 12G, MC CABLE 36 35 37 7205 7205 20 1 SPARE 38 37 - --249.6 38 39 ELECTRIC LIFTS 3 100 7205 4-#3 + #6G, 1-1/4" EMT 7205 20 1 SPARE 40 39 NEMA 15-50 RECEPTACLE 3 50 3-#8 + 10G, 3/4" EMT 249.6 2412 + 12G, 314" EMT 250 15 2 EF-=1 40 41 17205 12009 4804 42 41 1 552.4 552 - 42 43 EF-3, 5, 6, 7 1 20 1440 2-#12 + 12G, MC CABLE 6244 4-46 + #10G, 1-1/4" EMT 4804 60 3 ELECTRIC LIFTS 44 43 2004 2556 312 + 12G, 3/4" EMT 552 15 3 EF-2 44 45 3326 3-48 + #10G, 1" EMT TO 8129 4804 46 45 SG-1 3 40 2004 3-98 + #10G, 3/4" EMT 2556 552 46 47 COMPRESSOR 3 40 3326 DISCONNECT AT 3326 20 1 SPARE 48 47 2004 2904 900 46 49 3326 COMBINATION ALT. PANEL 3326 20 1 SPARE 50 49 1081 1981 3-#12 + #12G, 3/4" EMT 900 15 3 EF-1 50 51 UH-2 1 20 1056 2-#12 + 12G, 3/4" EMT 1056 20 1 SPARE3412 -- -- 53 UH-3 1 20 5{�0 2-#12 + 12G, 3/4 EMT 52 51 UH-1 3 20 1081 #12G, 314" EMT 1981 ----j -� - ------ 900 _ " 740 2-#12 + 10G, 3/4" EMT 240 20 1 WH-1 54 53 1081 52 55 EH-'I 1 20 500 2-#12 + 12G, 3/4" EMT 3260 2-#10 + 10G, 3/4" EMT 2 1081 20 1 SPARE 54 760 30 1 WOH-1 56 VA PER PHASE '13313 13313 13063 57 CO SYSTEM 1 20 270 2412 + 12G, MC CABLE 3030 2410 + 10G, 3/4" EMT 2760 30 1 WOH-2 58 TOTAL CONNECTED LOAD, KVA 139689 59 CHOP SAW 1 20 1000 2-912 + 12G, MC CABLE 2440 2-912 + 12G, MC CABLE 1440 20 1 VACUUM STATION 60 TOTAL CONNECTED LOAD, AMPS 1110 61 REC: ELEC DRAIN VALVE 1 15 180 2412 + 12G, MC CABLE 1794 2412 + 12G, MC CABLE 1614 15 1 REG: REFRIG DRYER 62 NOTES:1. THE DESIGN IS BASED UPON A SQUARE D NO PANELBOARD 6. BRANCH DEVICES BASED UPON TYPE QOB-VH CB'S. 63 EN-2 1 20 500 2412 + 12G, 3/4" EMT 3826 348 + #10G, 1" EMT TO 3326 64 2. PANEL SHALL HAVE NOMINAL DIMENSIONS OF 38"H x 20"W x 5.75"D. 7. PANEL SHALL HAVE -TYPE WRITTEN PANEL DIRECTORY LOCATED INSIDE WELDED 65 SPARE 1 20 3326 DISCONNECTAT 3326 40 3 COMPRESSOR 66 3. PANEL SHALL HAVE NEMA 1 ENCLOSURE. _ METAL FRAME ON INSIDE OF DOOR. 67 MEZZANINE LIGHTING 1 20 648 2412 + 12G, MC CABLE 3973 1COMBINATION ALT. PANEL 3326 68 4. PANEL SHALL HAVE COPPER BUS. : - 8. PROVIDE�� PHENOLIC NAMEPLATE WITH ADHESIVE BACKING AND 1/4" TEXT 69 1668 + 0 , 3 " EMT(COORD. 4083 248 + 10G, 3/4" EMT (COORD. 24.15 70 5. PANEL SHALL PERMANENT CIRCUIT NUMBERS. INDICATING PANEL NAME. PLASMA WELDER 2 50 EXACT REQ. WITH OWNER EXACT REQ. WITH OWNER 50 2 TIG WELDER 71 1668 PRIOR TO INSTAL'ATION) 4083 PRIOR TO INSTALLATION) 2415 72 13313 VIA SUBFEED CIRCUIT 13313 13313 BREAKER. REFER TO RISER 13313 200 3 PANEL PP2 13063 DIAGRAM FOR WIRE SIZE. 13063 VA P E R PHASE 50003 52298 51484 TOTAL CONNECTED LOAD, KVA 153784 TOTAL CONNECTED LOAD, AMPS 1427 NOTES: 1. THE DESIGN IS BASED UPON A SQUARE D NQ PANELBOARD 6. BRANCH DEVICES BASED UPON TYPE QOB-VH CB'S. 2. PANEL SHALL HAVE NOMINAL DIMENSIONS OF 86"H x 20"W x 6.5"D. 7. PANEL SHALL HAVE TYPE WRITTEN PANEL DIRECTORY LOCATED INSIDE WELDED 3. PANEL SHALL HAVE NEMA 1 ENCLOSURE. METAL FRAME ON INSIDE OF DOOR. 4. PANEL SHALL HAVE COPPER BUS. 8. PROVIDE PHENOLIC NAMEPLATE WITH ADHESIVE BACKING AND 1/4" TEXT 5. PANEL SHALL PERMANENT CIRCUIT NUMBERS. INDICATING PANEL NAME. Jacobsen & -loran En ineerinq, IT IS A �iI lAT10H OF NeN YORK STATE i UCATIO P. . LAW rOR ,Wf PERS%% UNLESS ALTING UNDER THE 990 South 2nd St. Suite 2 DIREG11DN OF A LICENSED PROFESSIONAL ENGINEERS Ronkonkoma, NY 1'1779 m ALT AN TTEm ON THIS DRAWING IN ANY WAY. IF AN ITEM IS ALTERED, THE ALTERING ENGINEER O: (631) 580-6100 F: (631) 580-6101 SMALL AFFIX TO THE ITEM HIS/HER SEAL. AND THE NOTAMON "ALTERED FOLLOWED BY HIS/HERwww.jhepc.com SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESSGRIP'nON OF THE ALTERAT110N. JHE PROJECT NO. 14-1825 12-1-15 DS/JB ISSUE FOR PERM1`MNG ISM/PJ DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK HIGHWAY AINTE AN E GARAGE AND SITE IMPROVEMENTS ELECTRICAL SCHEDULES te SIA ,'7 rr ® �MSP.C. Z=14FEM lel f" cw= 0.1 moomvml Iii YM 11719 &SLCALE:ANEL SCH Dasigno e,�: DS/J Sale: NOTED Shy N®. EDULES N.T.a _ E6 >. , E.�;'0°?%' at lun By. J � � OCT. 2015